NCC241429_Site Plan or Location Map_20240509

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THE BROADWAY GROUP, LLC
216 WESTSIDE SQUAREDVI
HUNSTVILLE, AL 35801 _ CJ M a .
ROBERT M. BROADWAY " „-.;
(828) 533-7287 \` \�P`o &� �-
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INDEX OF SHEETS ro
SHEET NO TITLE
C000 COVER z I W
CC
-- SURVEY ‘1'4.N.RORO. O a
C101 EXISTING CONDITIONS AND DEMOLITION PLAN 3 I— ?
C201 SITE PLAN w oG.o Jo
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C301 GRADING,EROSION CONTROL,AND STORM DRAINAGE PLAN $ (bo Zy
C601 UTILITY PLAN ABus. ,,, O
C921 SITE DETAILS ?
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C922 SITE DETAILS �S: I— -
C931 EROSION CONTROL DETAILS / ., W o
C941 STORM DETAILS II
C961 WATER DETAILS 0
COMM NCGO1 NOTES VICINITY MAP
(NOT TO SCALE) O
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8I1 CC® 0
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Know what's below. ,, 2
Call before you dig.
DEVELOPMENT DATA DRAWN BY: DMS
CDC PROJECT NO.: 22335
OWNER/DEVELOPER: THE BROADWAY GROUP,LLC
216 WESTSIDE SQUARE
HUNSTVILLE,AL 35801
CONTACT: ROBERT M.BROADWAY
(BOB)533-7287
CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. SHEET
168 PATTON AVENUE
ASHEVILLE,NC 28801
CONTACT: BENJAMIN MUNN,P.E.
(82B)252-5388 O 0 O

NOTES: p
IS I)THIS PROPERTY ENTIRELY LOCATED WITHIN A"ZONE X-MINIMAL • T ON
FLOOD RISK"AREA A5 DETERMINED BY THE FEDERAL EMERGENCY 0
MANAGEMENT AGENCY PER PI.2.M.#37101597002 DATED 2/200006 g
21 PROPERTY SUBJECT TO ALL RIGHTS-OF-WAY AND EASEMENTS OF 9
RECORD,INCLUDING,BUT NOT LIMITED TO,THOSE DROWN HEREON.
a mV $
•
3)BUILDINGS.SURFACE AND SUBSURFACE IMPROVEMENTS ADJACENT TO
THE SITE ARE NOT NECESSARILY SHOWN.SUBSURFACE AND `SLPN f ai .'T
ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR CONSIDERED ASeRp, }
PART OF THIS SURVEr.NO EVIDENCE OR STATEMENT 15 MADE `� 5 E z m
CONCERNING TH EXISTENCE OF UNDERGROUND ORND CONDITIONS, THIS CONTAINERS, -'� W 3 Q
OR FACILITIES THAT MAY AFFECT TOE USE OR DEVELOPMENT OF THIS
W 4'gl,e/✓D U
PROPERTY y 2 ELM
• O O �11
Al AREA BY COORDINATE COMPUTATION. u�
5)ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND ARE US 2 "zWz'C C
SURVEY FEET MEASUREMENTS.THE COMBINED GRID FACTOR FOR THIS �'•- a,. 3 a
SURVEY 15 0.99983754. *� Nsr O M
6)THE VERTICAL DATUM FOR THIS SURVEY IS NAVORD.TIE CONTOUR Wt)
ZR
INTERVAL IS ONE FOOT.
U Q
2IN REGARDS TO THE EXISTENCE/EVIDENCE OF UNDERGROUND UTILITIES
TIE SURVEYOR PLACED AN NC 51 I DESIGN/SURVEY LOCATE TICKET VICINITY MAP
REQUEST ON THE SUBJECT PROPERTY IT 15 ADVISED THAT THE SURVEYOR
HAS LOCATED AND SHOWN HEREON ANY MARKINGS PLACED BY OTHERS AS NOT TO SCALE
A PART OF THAT LOCATE REQUEST.THE SURVEYOR HAS ALSO SHOWN,BY
SCALING OF PROVIDED GIS MAPS,UTILITY LINES SHOWN ON SAID MAPS.
IT IS FURTHER ADVISED THAT NO CLAIM IS MADE OR IMPLIED HEREON
MAT THE UTILITIES SHOWN HEREON ARE REPRESENTATIVE OF ALL UTILITIES
THAT MAY EXIST ON/AROUND THE SUBJECT PROPERTY
2
B)THERE WAS NO VISIBLE EVIDENCE OF RECENT EARTH MOVING WORK. Cl
BUILDING CONSTRUCTION,OR BUILDING ADDITIONS OBSERVED IN THE Q)
PROCESS OF CONDUCTING THE FIELDWORK. 2
p
9)THERE WAS NO OBSERVED EVIDENCE OF PROPOSED CHANGES IN TOTAL AREA Z Z
STREET RIGHT OF WAY LINES OR RELENT STREET OR SIDEWALK
CONSTRUCTION OR RE PAIRS. OF SURVEY: p A
10)THERE WERE NO OBSERVED STRIPED/DEDICATED PARKING SPACES ON
MINAR ACRES
THE SUBJECT PROPERTY AT THE TIME OF FIELD SURVEY. 4.974(PRELIMINARY AREA-PER o I
1 1 I THE STREAM LOCATED ALONG THE NORTHERN BOUNDARY OF THE N
<% 12 PARTIAL COMPOSITE DATA) —I
SUBJECT PROPERTY DOES NOT HAVE A REGULATORY STREAM BUFFER PER #5 REBAR UNDER ROOT \ n
Tnf NCOEQ SURFACE WATER CLASSIFICATION MAP.IT IS ADVISED THAT, OF A 14"POPLAR TREE T 'Lobes W
AS A PART OF ANY LAND DISTURBING ACTIVITY,A BUFFER ZONE MAYBE • 2, -
REQUIRED TO BE PROVIDED ALONG THE MARGIN OF THIS STREAM.IT 15 (MIL \\ \ \.,74
ADVISEDTIAT THE APPLICABLE EROSION CONTROL/STORM WATER \
JURISDICTION BE CONTACTED IN REGARDS TO DEVELOPMENT OF IS SITE \\ ` \\ \ \ =5 Ai T
WITH REGARDS TO THE SAID STREAM. \ \ \ 0 2
\- \\\\ -\ `A BOUNDARY WITH �/ §
PIN:159J-06-469J \ C \ \ -\ MIRE BRANCH Et
JAMES R.PIERLY \ \-850'-\ \ \" 1 \ !B
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TRACY L.MERCY p' \ _ 79\ \ N
REFERENCES: DB 1637 PG 144 N \ \_ N \ \-G9 /7p
PR 25 PG 104 .� --� \ \ N \ \ \ \\.. ID
-DB 1773 PG 792 PB 30 PG 113 Dry\ \5. \ \ \\ \ \ \ \ 5
-DB 1364 PG 924 \ _- -\\ \ \ \ \ \ \ \\ \\ \ \ U
-DB 1637 PG 144 h
-DB 1526 PG 1750 4 \-555 \\�\\ \ N. \ \ \\ ,7,762B
-PB 25 PG 104 _--_ \\ \\\\ \\\ \ \ \\5.\\222 LNp� LINE TAPME
BEARING
5Z4°Les vnc EASEL 560'-_ _ \C�\ \ \ \ \\ \ \ \ \\\\ \ LINE 563222,E DISTANCE
0 s \\ \\ \ \ \ F \\ \\\\\\\Q\\ ! L3 5 3B°26'3"E 22.52'
\ \ - _ _-_ - \ \�\\\\\\\\\25��\ \\\\\ \\\\\�� \�` PIN:1597-56,962 L4 s 61°I9'OB"E 29.62'
LOCATED ACROSS EASEMENT AREA \ \_ _�5`- _�__ \ _ \\\\\\ \ \\ \ \\ \\\ \\`\�' CAROLYN SWINK 15 s86°02'14"E 33.57' W
PROPER G s�_� \��\\\ \\\ \\ \\\ N\\\ \\\ L16 ESTATE BOOK 4E PG 501 L6 527°I2'06"E 23.J9' o O V
Lc
PROPERTY 6 BENEF REN --_ \_\ N.'',\\_\ \\_\ \ \ \ \ \ �. -- < SEE ALSO LEASE RECORDED L7 5 68°05'00"E 16.36' 2/
PIN:I59Z 46 4523 #4 REBAR ��.� ---\\ \ \ \ \ \\ \\\\\__ /�/ N
lPCR DP I 526 PG Re1 (FL.W.6I '' �—�- �\ 1 N. \\ \ N\\\N N N \\N\\\ \\ \N\\N.\ \\\\-_\\\\\"> IN DB 1706 PG 1043 L8 S 64°50'42"E 20.22' W O
naT n PATTERN
� � A.,_-__? \ \�\ \\\\ \ \�\\ \\�\\\ N.\ \\\ \\ \\\\\\\1 \\\\\\\ ... .T..B.... LIO 566°Sd46"E 23.24' K CO
PIN:1597-46-452� L6'j ���\ \�\ \\\ \\\ \\\\\ \\\\\ \ \\\\ \\�\\ \\\~\\\\\\\\\\\\\r LI2 569°27'S2E 36.16' • i'1 W w
JULIO FELICIANO \ �\ \ \ \ \N'
\ \\\ \\\ \ \ \\\\\ \\\\ \ \ \ \\\ \ \ BYO LI3 568°3648"E 2552
DB 1669 PG 597 yl,) +ay 2- \\ \ \ \ \ \ \ \ N. \ \\ \\\�\ \ \\\\ \ \ \ \ \�� L I4 5 37°4902 E 27.99' N
PB 30 PG 1 13 \\ \ \ \ \ \\ \ \ \ \ \ \ \\ \\\\ \ \ \ 2
eh�\� i 11���_ \\ \ \ \ \ \ r\ \ \ \5- wt LIS 5402'12E 29.15'
45'EASEMENT ��h �� ��\cork \,2 \"\J\\ \\ \ �:� \\ \\\\\\\\ \\\ \\•0\\\ \\ \\ \\\\\\\\\\ \\\\\ \�,. LI7 556°45'01°f 24.55' H g
v Pa(AS SHOWN
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\ 9,9X'OFETIc\ K+-. \\ '5 \ N. 1 ',N.':\ \ \ \ \ sy 3:F \ \ \ \ \�() \ LI9 5?5°Oi 2'09'f ZB.3C
-�' �/Z" ` ®\DECK Fes, \\ \.. \ i \\ \ \\ \ \\\\\ \ \\ ,. \ \\\\\ \\ \\\�\\\ \\ \ \ \ \I / L20 562.1224"E 24.41'
/ / '',�, v v v Av A veil'° v v v v v 1� V A\ V A A \ �A A
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/ `1 i` �' ���� \ Y/sap%. \\ \\ \_(FLWG.)•\ '' \\ \\ ��\ \\ \\�\ \\\\ \ \ \\\\\\ \\\\\\\\\ ILA \
/ I W\�w\ --;2?9._-_._ \ _ \ N —_47 a:'7F \ \ r\\ \ \ \ \\\ \\\\\\\\\\\ \\\\\\\N,/ RV \
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lEGENOfABBREVIATIONS: / \ 1\�w\y _ `=`=`__� \\, \ \ \ \ \ \ \ \ \ G \
PB-PLAT BOOK I \ Zv \\ �� �� �./ \\.I \ \ I 1 1 I I \ \ \ \ ��T
DB-DEED BOOK SUBJECT TRACT#I \ \ �� �-� �, \ \ \ \\\ \
PG=PAGE PIN:1597-46-6473 // I \\\\�W \�`_�\`�_�-_I_/ / �1 1 1 \ \ 1\ \ \\ \\ \\\\ �`'e F},
R/W=RIGHT OF WAY DB 1773 PG 792 8S0'� I \\�\\�`, �B ��_ \.O I \ \ s
PIN-PARCEL IDENTIFICATION NUMBER PB 30 PG 113 \W\\ \�' === l / \ \ \ \ \ \ '.�F
0.537 ACRES \ \ \ _ / \ \ \ \■ / \
o CALCULATED POINT 23,397 FT, 4•ccU \,y \�� \` `-4 / , \ \ \ \ \ \
__
(NOT EDBO BOUNDARY
'� I \\\\\u \= �=\_` // / > \ \ \\ /• / \
OO RECOVERED BOUNDARY MONUMENT to 1'� \\ -/ \/ fr a(SIZE AND TYPE AS NOTED) \ \
BOUNDARY MONUMENT SET BY MLABEE b ONFW y \ \\ / /
\\�`\�_ _ ,, , BOUNDARY F PUBLIC //or
0,1 REBAR SET W.MLABEE ID CAP) ELLENBORO ROAD I / \ \ \\ b >T./.... RN7 LIMITS ARE COINCIDENT
BOUNDARY UNE-SUBJECT PROPERTY PUBLIC-ASPHALT I / \\ \\ "� �f a0i.w Sj O
(FIELD SURVEYED) \\ �_ ,6.3, 2
- - -BOUNDARY LINE-SUBJECT PROPERTY / \\ \\\\ -
_ PIN:1597-56-5146
(COMPOSITE,PLOTTED FROM RECORD / B46 DB 10.0 PG 23B
OESCWPTIONS)BOUNDARY LINE SUBJECT TRACT#2 O)Oa / \% eNC RU e NV // ROBERT 2 HAWKINS
BOUNDARY LINE-ADJOINING PROPERTY
(FIELD SURVEYED) PIN:1597-56-0411 /
BOUNDARY LINE-ADJOINING PROPER DB 1634 PG 924 /
PROPER,
(COMPOSITE,PLOTTED FROM RECORD 4.3 PG 104ES / 03/4"IRON PIPE.0.1),A.G.
4.437 ACRES == SPC 76,16.92 I):
DESCRIPTIONS) (PRELIMINARY AREAL _ N=5J6,168.92'
A.G.-ABOVE ADJACENT GRADE Re Oar[ E_ 95,303.01'
C CURB=CONCRETE CURB
®LLfAN-OUT N \
CONC.-CONCRETE
F/L-FENCE LINE \
E-GUY/ANCHOR WOVEN
\\\\P \ \ \2�9r 02 7T
®HUAC UNIT \q �'�N D
M.80X-MAILBOX ROW \\ 05A4NCgN cf.,
PAHANG=OVERHANG
ono OVERHEAD UTILITY LINE \\
POL=POINT ON BOUNDARY LINE \\
b PRESSURE TANK(WATER WELD \\ U'
TSIGN(REGULATORY) /- <' 'N
SPC=STATE PLANE COORDINATES l NCGS CONTROL/ u
(0-TOTAL DISTANCE L-___J
MONUMENT"COOPER" W N N
®TELECOMMUNICATIONS PEDESTAL CATCH BASIN (SURVEY LOCALIZATION POINT) '' !O w O U
RIM SPC(NA083-201I): B W^
N=576,079.76' r
X UTILITY PAINT MARKING(PULED BY OTHERS) E=1,195,529.03'
•5:1 WATUTILIER POLE �W y a� C 2
®WATER WELL �0�
w WATER LINE('SEE NOTE BPLOWJ
FA WATER VALVE ,_0 Ey J IL
NOTE INDICATED UTILITIES ARE SHOWN HEREON WM Q W V V
PER MARKINGS PLACED BY OTHERS AND SUBJECT FBI ~Q
TO TOE ACCURACY OF THESE MARKERS ~J J
LNG �oN EL'.
R,� PENRENT v N LL
L� \ P OF PP R�g` o LL
PR PANDER 1 D�O N
a� 6.-a,
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SCALE-I"=50'
50' 25' 0' 50' 100'

DEMO NOTES H F.
4 T
SUBJECT
PROPERTY <i N ,i e e
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, I p L N w r n
AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN m m H m m
THE PROJECT TECHNICAL SPECIFICATIONS. o .�+z a v�i z
O �in 0'� ipu
2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED F AB a <nGRADINGAAND DISTURBANCE AND DRIVEWAY PERMITS HAVE BEEN 3
OBTAINED PRIOR TO BEGINNING CONSTRUCTION. N S 3
Opa o n
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED A
CONTRACTOR. �y
'1111111
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE OaON��•/ a
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, P��. �BL'S.>a7
OR EMAIL AT INSPECTIONSECDCGO.COM. Q
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING 4 ? O. 23
OR REDOING WORK 9' 4'q'KS
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE 04 -Rcr'AT Q I
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR a)d -
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE
C)
PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT VICINITY MAP (.��(� 3
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S EXISTING TREES
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO TO REMAIN(TYP)
CONSTRUCTION. (NOT TO SCALE)
6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES CALLED OUT '\ \ -L2 EXISTING 30'STREAM BUFFER
TO REMAIN DURING CONSTRUCTION.ANY DAMAGE INCURRED DURING ' \-.. , (FROM TOP OF BANK)
OR RESULTING FROM CONSTRUCTION ACTIVITY IS THE \ �V -`W DEVELOPMENT DATA
0
RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN p1"i,�.A �.
ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE p p A_r.' <g OWNER/DEVELOPER: THE BROADWAY GROUP,LLC
AGENCIES AT THE CONTRACTOR'S EXPENSE. \ a G A S♦ A A., "_.\ L5 EXISTING CREEK(TYP) 216 WESTSIDE SQUARE
\a•A• __ HUNSTVILLE,AL 35801
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST /A A.A�� . A\A p ROBERT M.BROADWAY
\ A A A A\,A A\A A A'A23 A A A \ CONTACT: 82B 533-7287 a
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. THE \ Q \\ `N' ( ) m
A YS"Z A A\ AAA 0 A,A W'. BOUNDARY W17h1
2CONTRACTOR SHALL NOTIFY ULOCOIONEGAT 1S800-632-4949 OR 811, \ MIKE BRANCH CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. �j
72 HOURS BEFORE CONSTRUCTION BEGINS. PIN:1597-46-4697 E A A A A A k•�A��A_A A 4 A '�>
168 PATTON AVENUE
LAMES R.PIERCY.TRACY L.PIERCY -� A&5�A A� A A A�-�-�'-�.XB ASHEVILLE,NC 28801
8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR DB/637 PG 144 aA A 0 A- ,' .,, \p AN A AS A,. -., 49 PROPOSED LIMITS OF DISTURBANCE I CONTACT: BENJAMIN MUNN,P.E. y
SHALL INSTALL AND MAINTAIN ANY EROSION CONTROL MEASURES PB 25 PG 104,P530 PG 1/3 p \' AN L.p-p�p AS A - [7O [phone] Au
NECESSARY TO ASSURE MAXIMUM PROTECTION OF THE SITE DURING \ \ 4)
ZONING:RA r0 _ ' p p p p r-2- 4:'�._,
DEMOLITION AND CLEARING. � 'L \ \ _ SURVEYOR: MCABEE&ASSOCIATES,PA
ALL EXISTING UTILITIES WITHIN THE USE:RESIDENTIAL .O __ __ \ \• • p p p A p p. -. EXISTING GRAVEL ROAD TO BE
SITE BOUNDARIES TO BE REMOVED )V - \ \ \ �// FA BOX e
9. CONTRACTOR TO COORDINATE TIMING OF DEMOLITION AND k, O __ � \ ���� AAA n �A b" REMOVED(TYP)
h -j -_ \ \ \ \ 3p�� FAIRVIEW,0. NC,287300 m
CONSTRUCTION WITH OWNER TO ENSURE EXISTING FACILITIES REMAIN -Y \ \\AQ 0�A A Ab �- M/ CONTACT: ERIC S.MCABEE,PLS 0
ACCESSIBLE. r -TOO �\ \ \ \ \ \\\ p A Q�•g p \� / 'eFB,� [phone] Z
ADJACENT PROPERTY LINE(TYP) -_ - \\ \\\\ \\ S A AS" p p �� 2-4, ✓Cry ALL EXISTING BUILDINGS,PANEMENT,AND
1A. ALL DEBRIS,STRUCTURES AND UTILITIES TO BE DEMOLISHED AND - _ \ \\ B \ "\ `P \p /2, w/nF SITE FEATURES WITHIN PROPERTY LINE TO
- \ \ \4. Sp\\\ p�_p p�\p p 4 @e p�L\�1 �L BE REMOVED UNLESS OTHERWISE NOTED
REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN. - -- -_ \ \ \.
ANY ADDITIONAL DEBRIS,STRUCTURES AND UTILITIES ENCOUNTERED 5 490.42°E 50.00' -__ - • \ \ \ \ \ °' p p �2�Q�pb AS7/3`.� o o m N o .-
DURING CONSTRUCTION,WHICH IN THE OPINION OF THE ENGINEER (EASE) _ -- 'tip \\�- \ \ \ \,......„6,p\e&.4 A\�' A A'A"A
SHOULD BE DEMOLISHED AND REMOVED,SHALL BE DISPOSED OF � .e�'ry E",..,1-\� �� �� \ 7�'4 A�A��J���\�\\A, A GA\�u
OFF-SITE AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH �- _ -- s. \�\�\\-, \ \ ♦ Q�-p a-4'�p A 4\A�..
APPLICABLE LOCAL,STATE AND FEDERAL REGULATIONS. \ __ _- - \ \ N N N 4" � A�p A A A \A Qom...
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED SEPTIC EASEMENT AREA '- _ -- �� \ ''',....,A'A p\n\ e�L /�
PERMITS. LOCATED ACROSS SUBJECT ;- 86 -- - — N. \\\\ \ `N �� S PROJECT DATA
PROPERTY&BENEFITTING - _ " -\� \ \ \\\ \ .„2"\ g� �A� A'`' LI6 _ PIN:1597-56-4962
PIN: 1597-46-4523 ., \ ---- ---- \ \\\\\ \ \\ \\\\ ' 66N 6"A? A m /3 CAROLYN SWINK PIN: 1597-46-6473; 1597-56-0411
PER CB 1526 PG 1750) -- \ \ \ \ \ \ \\ \ \ ;gyp\p\ L^ ESTATE BOOK 4E PG 50I
AAA r \^ ADDRESS: 4624 ELLEN BORN ROAD
( t \ \ \ \ \ \ \ \ \ \ SEE ALSO LEASE RECORDED w z
_� J :ir \ \ N. \\ \ \\\ \ \ - �� ��� (/B IN DB 1706 PG 1043 DEED BOOK/PAGE: 1773/792; 1634/924 w o
P/S 1597-46-4_23 i 1 \ \ \ \ \ \ \ \\ A A • PROJECT ACREAGE: 3.163 ACRES w
s / i�/ \\ \ \ \ \ -- \ \\\ \ \ T ZONING:RA CURRENT ZONING: RA(RURAL AGRICULTURE) -
\ \ \ \ \ 6 , * �. _ ;c:SOLAR FARM JULIO FELICIANO 4--p 'I� -- \ \\ \ \ \ \ \\
DB/659 PG 0597 /3 /a�� 4Z.. - \ N \ N \ \ \ , \ \S,$ \ \ •\• \.� SETBACKS:
EXISTING OVERHEAD UTILITY POLE TO BE RELOCATED �,�,�/� �\ S. \ \�\ \ \ N\„ \ N \\\\' `� 0 �' o
m
PO 30 PG 113 - - \�(2 FRONT: 50' cI o
(CONTRACTOR SHALL COORDINATE WITH ZONING:RA ' \y 0 sII \ N \ \ \\ \ \ \ \ \\\ ` ��L. p a U v'
APPROPRIATE UTILITY COMPANY) �� r4- / \ \ \ \ \ \ \ \\ \ \ \ \ \ v SIDES: 10' 01
U56 RESIDENTIAL -: rit A V A V N A V A \ v A AV A A L X1 A�;f REAR: 30' 71
45 EASEMENT �l \ \ \ \ \ \ \ \ \ \ DISTURBED AREA: 25 AC w
EXISTING GRAVEL DRIVEWAY r✓, ' t CONC '90 \\ �'g _SUBJECT TRACT N2- \ 4, A\A L Y1\L\ L p
(AS SHOWN IN +\.P/�- �, �\ \ 2o�s�, \ \\ \\ cR a.��F �:�\\\PIN.1597 56 04 1 1\ s L \ \\ p L�q1 Lp\A\ •\ .�� A A �-
CONNECTION TO BE REMOVED(TYP) XX2""' ®® ` Q q A . PROPERTY LINE(TYP)
18 25 PG 104) /®�� \ \ - H ♦ \ ` \ \ Q PRE POST
+ � 542"2631°W\\07'�^\ \ \ \\ oyF \ DB 1634PG924 \ > F \ \ \ A\ qi\7 \A\A Q L\i A A IAA A IMPERVIOUS AREA: 0.48 ACRES(15%) 0.90 ACRES(725(
154.97(EASE.) \ \ - PO 25 PG 104 \ \ A A 4 \A\A\A a A A �."A A A A A a PERVIOUS AREA: 2.68 ACRES 859 2.26 ACRES 729
/41,raira0111111' V vv Vv A V At' ( ) ( )� �� .A A A A v A�_ \ 4.437 ACRES \ V dt1 �WVA AA� A A ��AA�. ny. D CK \ \ \ \ \ Q 4•� EXISTING BUILDINGEXISTING DRIVEWAY CULVERT TO BE REMOVED ��' �' \ \\ \ \ \ (PRELIMINARY'"EA) 4. \\ \\ A,&A \A\A \A\A*\ A j A A A A p p A G o 0 0 0 o w
iI ✓//��� \ \ \ N. \ \ \ J \ \ A �\A b A A\A' \ A A.A AL A A A A A ei TO BE DEMOLISHED(TYP) �i m n
AFTER NEW ENTRANCE IS ESTABLISHED �� / SUBJECT TRACT4 \- \ \ / '\\ \ \ \\� \ o
�i/' PIN:1597-46-64 \ \ \ \ \ \ \ \\ \ \ \p e �b j 0\p Ly l7 p\e p p p ^ \ - N n 41
� �! �y oti�\ D6 I773 PG '2 \ �\ \ \\ �xT \ 6. '\ \ \\ \\ \ N L,e\p. �q p\p,2 j�p \pp pp/
O-�- �/ >m` ''\ PB 30P I13 \ \ V \ r \ \\ A9 \ A\Q\\ g, !\A\,A,A A A A A
ZONING DATA NV= s Q \
/ ) , \ '\ 0p%s8 N)Lo2 '� 0.5 6. 39AC 5 \ —y. \. ,\ \ \\\\\\\\�0\A\T\Q Q'P� A\A 6 A A C PARKING CALCULATIONS w n a in z
/' A TBgO r \. .A A A AAAAV A A A q LIMITS AAAA L
µ �. rs- 1 ' \7 " //� L,? \ y \ \ \ \\ VEHICULAR:
REQUIRED SPACES
.s R P 574.5_�\ 94.0/2 / \ /� \\ �G ...\ �. \ \ \ \ kL\A \a A_) SORo a r AAA 36(MIN.1/300 SF)
\ �� \ \ \ /� \ \ \\\ \ \ \ qX\\A`61m \AY' AAAA t \ SPACES PROVIDED: 36
�y �, —_ `r _ ,, v v v `�\ V v�\Ab b o -� p p p p ,yy r,
( ,�\ — \ ±. - _ p \ \ \ • \ \\ HANDIOAPPED SPACES: ``\ ��y':
( le \ \ 8>8\ n,q \ ")Lo \ \ \ \ o •/ \ \ \G\A p p p p p p p p p p p p a SPACES REQUIRED: 2 SPACES PROVIDED: 2 (Ail,'� d°.
°K=
M.DOX r \vw T\\``— 875 \- \7� pn/o� \\ \ \\ m \\ r \ \\ �LT ` \\6 \\ \ \ \ n Al AAA A A A BUILDING DATA' ,CM \o Z°e i\
\ \ AAA AA _ ° ln� c+ \�" / �v v\w _�� Imo' �� \ V .v c, 1 A \ ` A \ V °' a °z
e , N\��W _ ``-\�\8• C �\ \I 3\\ \ \ e, ` \ \ \ BUILDING DESCRIPTION HEIGHT GFA ° 2,
EXISTING MAILBOX TO BE REMOVED - ,, <\`\� \ �/r• \\ \ \\ _ r` \ \ \ \ \ \\ \\ AAAA RETAIL 1 STORY 23' 10,640 SF �`°°°o. �Q�`�_
(TYP) \ \ ) \ \ \ \ _$ _ \ \ \ `rn \\\\ \ \ A e ''. \\BE M,
EXISTING CONTROL ACCESS FENCE TO BE �lr. \ r- - \--- \) \) \ \\ \ \\( \) \ \ 1 #, '<`
REMOVED AND REPLACED(SEE SITE PLAN) \�\w _`�-: X? ( \ \ iO ) \ ) \ �p
(CONTRACTOR TO COORDINATE WITH NCDOT) I \ � �� � i�) ) j ( \ \ \ FBi•
\ �v / V A i
�� W
EXISTING PROPERTY LINE TO BE D, 1 '\ �\ T. \�\�4 e ) \ \ \ ( //��/
REMOVED VIA RECOMBINATION(TYP) Cry�pg _��� J ��jY \ LL
EXISTING WELL TO BE I ON qY \\\ \ \ \` / i/ �\ BOUNDARY*PUBLIC p AA pA p
PLUGGED AND ABANDONED \\ \ y N m¢
(PER NCDEQ REQUIREMENTS) ODOR* GOAD ` ) \ \\\�=\` /=�Q� RhV LIMITS ARE COINCIDENT /000A( �L,jv)s \ \ WEXISTINGOVERP)AD UTILITY POLE tO \ \00 Asp TO ONc INV=8467 p,L L L L.L p p,L p p Z
N� <uMF AAA AAAAAAAAAAAA, W 2' / J �,A AA AA AAAAAA AA /Y�
/ '/ r*�p AAAAAAAAA� IL o
AA A A AA AA J
v6a�g a O
CDC INSPECTIONS HOTLINE: O
\\\ 828-771-4755 OR [e-mail] CO
811
IIIIII,..,IIl�� o iII�I�II� �IIII r tn
o CC
a O
c O o
Know what's below. -- w
Cali before you dig. NORTH
DRAWN BY: DMS
CATCH BASIN
EXISTING CONDITIONS AND CDC PROJECT NO.: 22335
RIM EL.=847.50'
1NV.=844.3' DEMOLITION PLAN
GRAPHIC SCALE
40 0 20 40 80 ,p SHEET
( IN FEET)
C 1 0 1
1 inch= 40 ft.

SITE NOTES ,4 H B 4 T
SUBJECT
PROPERTY Z i g N i''e
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, w m m
AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN o L.;m io
THE PROJECT TECHNICAL SPECIFICATIONS. ' a W a pi zLL
2. SINGLE-PHASE CONSTRUCTION. g '° ai usn3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSEDo3
CONTRACTOR. ee.'D,eo ._ n
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE i\ ,3,.-4
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, —� W.
OR EMAIL AT INSPECTIONSOCDCGO.COM. oa'OH B
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING W ✓'(Us
OR REDOING WORK ,5.>y75. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE d
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO EXISTING WOODED STREAM BUFFER TO '1'vtis
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR SERVE AS TYPE B SEMI-OPAQUE SCREEN �4 •Rcx'sr /) _
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE (CONTRACTOR TO CONDUCT TREE SURVEY
PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT AND CONFIRM THAT EXISTING WOODLAND 04' C d
41
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S MEETS SCREENING REQUIREMENTS) CD U
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
CONSTRUCTION. j N 0
6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES(SHOWN TO PROPOSED SEPTIC AREA VICINITY MAP boo
REMAIN)AND NEWLY COMPLETED WORK DURING CONSTRUCTION.ANY -:::171 (DESIGNED BY OTHERS)
DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION (NOT TO SCALE)
ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO \`�'
BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF
APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. ,� •. EXISTING CREEK(TYP) DEVELOPMENT DATA
0
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST . AAA A
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.THE A' OWNER/DEVELOPER: THE BROADWAY GROUP,LLC
PROPOSED 10'SIDE SETBACK ~~ ` 216 WESTSIDE SQUARE
CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 611, .�A A p p ''\`�. _ PROPOSED HUNSTVILLE,AL 35801
72 HOURS BEFORE CONSTRUCTION BEGINS. no� A A A A A�o.A�'Z:: - -:"—•., 2-9'x20'ADA PARKING SPACES(TYP) CONTACT: ROBERT M.BROADWAY
/A AA A A Fs�M A A A A A A 1 -10'WIDE VAN-ACCESSIBLE LOADING AISLE [phone] '
8. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE POSITIVE p p p p p p p p p p p p 4, 2-HANDICAP PARKING SIGNS(SEE DETAIL D2.04)
DRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM OF 5% PROPOSED 6'WOODEN PRIVACY pp,,[[(( CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A.
SIDEWALK CROSSWALK LONGITUDINAL SLOPE IS PERMITTED. A FENCE(SEE DETAIL D2.13) A/A A�A A A A"C�A A A A A A A •'\. 4-BOLLARDS(SEE DETAIL D2.12) U
/ / `� A .. .:--... NOTES:-HC 168 PATTON AVENUE ..
MAXIMUM OF 1/4'PER FOOT SIDEWALK/CROSSWALK CROSS SLOPE JAMEU�. ���,.,; ,��.., A A A Ae A`J AAA • NOT SYMBOLS TO NOT BE STRIPED ASHEVILLE,NC 28801
IS PERMITTED. ANY SIDEWALK/CROSSWALK INSTALLED WITH A DB 1637 PG 144 A A A A A A ` A A A A A J.•�_ CONTACT: BENJAMIN MUNN,P.E. w
STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT PE 25 PG 104,P5 30 PG 1 13 A/A \ A SQO'A A A A ..._ -...� [phone]
CONTRACTORS EXPENSE. ZONING:PA .. N p p A p p p p o. U
USE:RESIDENTIAL A PROPOSED LOADING RAMP SURVEYOR: MCABEE&ASSOCIATES,PA
9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE p `•� p A A A A p G (SEE DETAIL D2.12) PO BOX 1768
NOTED.ALL PARKING LOT RADII ARE 3'UNLESS OTHERWISE NOTED. A .� FAIRVIEW,NC,28730 m
•A,, CONTACT: ERIC S.MCABEE,PLS Z
10. ALL ROAD/PARKING LOT IMPROVEMENTS,STRIPING AND SIGNAGE ••� i1' \� PROPOSED CONCRETE PAVEMENT [phone]
(1111)
SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM /999 LOADING AREA(TYP)
PROPOSED TYPE BSEMI-OPAQUE SCREEN(TYP) j \ ��
TRAFFIC CONTROL DEVICE(MUTED).CONTRACTOR MAY USE A PAINTA/ ` (SEE PAVEMENT SCHEDULE ON C921)
SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC •FENCE OR HEDGE 3'ON CENTER(3'MIN HEIGHT) A SFA \
WITH PRIOR APPROVAL FROM THE ENGINEER. •SMALL TREES 30'ON CENTER(20'MATURE HEIGHT 'A ,qR T// X o o m N o m
OR LARGE TREES 40'ON CENTER A F '- \'
q ' N PROPOSED DUMPTH S PAD(SEE
11. CURB AND GUTTER ON THE HIGH SIDE PI PAVED AREAS AND -pay/ DETAIL D2.10)WITH SCREENING
ROADS SHALL BE CONSTRUCTED WITH SPILLOUT CURB AND GUTTER. \ •.( „/ �- J-\���� `;� (SEE DETAIL 02.09)
CURB AND GUTTER ON THE LOW SIDE SHALL BE CONSTRUCTED WITH q`j p p A A_ K
STANDARD CURB AND GUTTER; REFER TO SPILLOUT CURB AND •.
GUTTER DETAILS.CURB END TREATMENT SHALL BE APPLIED AT ALL '•��jj A �� PROJECT DATA
CURB ENDS; REFER TO CURB END TREATMENT DETAIL. A+ A p p p_ �\• _ PIN:1557-56-4962
,p p p p p _---- CAROLYN SWINK 5
12. PROPOSED ROADS TO BE PRIVATE.NCDOT IS NOT RESPONSIBLE FOR PROPOSED TURN DOWN CONCRETE SIDEWALK \ ESTATE BOOK 4E PG 501 PROPERTY LINE(TYP) PIN: 1597-46-6473; 1597-56-0411
�* A A " `� ADDRESS: 4624 ELLENBORO ROAD
ANY ROAD MAINTENANCE. (WIDTH VARIES)(TYP)(SEE DETAIL D2.01) • - E ALSO LEASE RECORDED w v'i z
!• AAA. A A L\ Al DB 1706 PG 1043 DEED BOOK/PAGE: 1773/792; 1634/924 Ew o psi / • A A A A ` ZONING:RA PROJECT ACREAGE: 3.163 ACRES w o
,UL�O A A A A \ IT USE:SOLAR FARM CURRENT ZONING: RA(RURAL AGRICULTURE) 5
DB 1665PG0597 7 / A AA AA�d �� 1 z
SETBACKS:
SITE LEGEND PB 30 PG 113 / BUILDING TYPED' )41,04 .P. � ^ - ���_ FRONT: 50' oZONING:RA * � / GFI G TSF SIDES: 10' a o m
USE:RESIDENTIAL %, REAR: 30'
LOT LINE - - * • / FEE:871.00
� / /� zss' .t PROPOSED GRAVEL SHOULDER � -�� �
SETBACK LINE / A ® (TYP)(SEE DETAIL) •may\ �:� DISTURBED AREA: 2.5 AC
fissitiiii
. • i � �� PRE POST
EASEMENT LINE LA
* ,�� / -' \ Q-p`�Q p a IMPERVIOUS AREA: 048 ACRES(15%) 0.90 ACRES(28%)
'TM */ /'-x� ' '0 ROP ED LIGHT DUTY ASPHALT PAVEMENT `^� PERVIOUS AREA: 2.68 ACRES(85%) 2.26 ACRES(72%)
SAWCUT LINE —•-•-•-'-'— , f�• Ris o' Ap pA A L]L] N a a v v
P OS
ti`Y� j (TYP)(SEE PAVEMENT SCHEDULE ON C921) A � ry � c �
PROPOSED SIGHT TRIANGLE
\\ Rom_ ma's \ Q
\��� �'.. ' �� i AAALAA p p \A 0 \ o N m n W
\ Rzo.g; � \ o
. • V • AA AA^ A AAAAL,AAAAAAAN ry ry n ,)
PROPOSED HEAVY DUTY PAVEMENT ' \ \ PROPOSED HEAVY DUTY ASPHALT PAVEMENT A A A �A A A A
F \ �� (TYP)(SEE PAVEMENT SCHEDULE ON C921) I A A A A A A A A A A A A A A ZONING DATA
;� \ 1,, _ _ AAAA AAAAAAAAAAAA
�'= 30.0' \ a PARKING CALCULATIONS' m a In
PROPOSED LIGHT DUTY PAVEMENT / Sp pp A A pp pp ^ p pt�p A AA AA
o' , \ 32.0' S A A A A A A A A A A A nNA A A A A ....t�
wX� i �` \ _ VEHICULAR:
REQU
w i \ ,A� AA A A pA AAAL
PROPOSED CONCRETE PAVEMENT i • �9 \ \ PROPOSED EDGE OF PAVEMENT(TYP) A p A A A p p p A A A • \ SPACES PROVIDED: 36(MIN.1/300 )
R50.0'
LLAL
ww ' \.\ 0.•. --- 2ao A A p � AAAAAA A A A A A A a HANDICAPPED SPACES: �7y��:,
PROPOSED CONCRETE SIDEWALK Q' / -`\ -- �ZA--'� A 9 SPACES REQUIRED: 2 SPACES PROVIDED: 2SF p,'� duo
.. x �I RSo.0. �_, \R c A A A A A _fie vx°.K-
i
p , R3so' �� 1 A A A A e BUILDING DATA' •C: z:Z
w\ \ AA A A A - .,J o c+
w �'\.. \ \ �p p BUILDING DESCRIPTION HEIGHT GFA ;y 1N e
\ A�. RETAIL 1 STORY 23' 10,640 SF '.� <°'Q,`�`„
` w\w �� 50.0' \ \
®' w\w\w \ \ \
�_ ® \ \ W
PROPOSED STRIPING(TYP) w\ \ _ CC
(PER MUTCD STANDARDS) '`` w\w NR \ = O z
\ ( 'p
PROPOSED CONNECTION TO EXISTING ROAD °NF\ ............
`� " -'A o
(CONTRACTOR TO PROVIDE SMOOTH TRANSITION N'AY �� \ p p p A` fA
NBORO ROAt '� \ A p p p p p VJ o
AND NOTIFY ENGINEER AFTER FORMING BUT T \,\
PRIOR TO POURING CURBS AND PAVEMENT) PURL•' MALT ELLE.A„ \ "'t A�A A A A/ r
(TYP)
(a°WV,),Ap,-,lQIj- \. AAA�A Ap z
PROPOSED 10'x70'BESOT SIGHT TRIANGLEN4S `�/ - - - +�` A A A A 0 0 ›
7rgLQ AAALA AA
AAAAAAAAAApA� .
PROPOSED 9'x20'STANDARD - � W 'o
PARKING SPACE(TYP) -"\ 1 \A A A A A A A A A A p /�
� Ap ApppAz CC
o
----- AA A A AA AA J
AA���nA�nA�' O/•��
PROPOSED CONTROL ACCESS FENCE I..L
PER NCDOT REQUIREMENTS(TYP) _ W
--_� CDC INSPECTIONS HOTLINE: O�•/•� 1
PROPOSED WHEEL STOP
(SEE DETAIL HEEL (TYP) I828-771-4755 OR IIGOCOM�11 W
PROPOSED PYLON SIGN ---`\ ��� c III IIIIIII� IIIIIII
rc
(BY OTHERS) 1, III
EXISTING EDGE OF PAVEMENT(TYP) `�� III I110
Ill z
LL O
— Know what's below. - 5 2 m
Call before you dig. NORTH
DRAWN BY: DMS
CDC PROJECT NO.: 22335
SITE PLAN
GRAPHIC SCALE
40 0 20 40 80 ,p SHEET
( IN FEET)
C201
1 inch= 40 ft.

GR-EC-SW NOTES SUBJECT
F.
PROPERTY ¢i W m e
1. SEE GRADING,EROSION CONTROL, AND STORM DRAINAGE DETAIL I O N ioff 4 w n
SHEETS FOR ALL GENERAL NOTES,CONTRACTOR RESPONSIBLE FOR y- m m
INCLUSION OF DETAILS SHEETS WITH ALL PLANS. p'' a O w 'ill y a y o S
2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA U Y -N y
FLOODPLAIN.
0 ¢3
3. SOIL TYPE: CaB2,PaC2 N .'D,eo w
SOIL GROUP: B `..A y
w 0A'o
4. STREAM INFORMATION: �F' 'yeCVp E
INDEX 9-46-(3.5) e.15T •to,
BLS.>„ Q
NAME SANDY RUN CREEK EXISTING STREAM(TYP)
CLASSIFICATION: WS-IV 4 �gtis
O.RIVER BASIN: BROAD PROPOSED 8"HDPE DOWNSPOUT COLLECTOR 4' ,'G7' +'
T'
5. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE PIPE(TYP)(1.0%MIN.SLOPE) EXISTING 30'STREAM BUFFER a -
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, (FROM TOP OF BANK) eC C d
OR EMAIL AT INSPECTIONSNCDCGO.COM. =V)
C .5
PROPOSED RIP RAP APRON VICINITY MAP oo c..)
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING AT ROOF DRAIN OUTLET(TYP)
OR REDOING WORK
(NOT TO SCALE)
ALL DOWNSPOUT COLLECTOR PIPES SHALL BE HDPE WITH0
_
PUSH-ON WATERTIGHT JOINTS,WYES,FITTINGS AND
COUPLINGS AS REQUIRED TO TIE-IN ALL DOWNSPOUT \ PROPOSED SILT FENCE PROPOSED 18•COMPOST FILTER SOCK
LEADERS AND ROOF DRAINS FROM THE BUILDINGS. (TYP)(SEE DETAIL D3.04) ON CONTOUR(270 LF MIN) DEVELOPMENT DATA
ROUGH GRADING&EROSION CONTROL LEGEND COLLECTOR PIPES SHALL HAVE 18"MIN.COVER(TYP). \. (SEE DETAIL D3.03) OWNER/DEVELOPER: THE BROADWAY GROUP,LLC
CONTRACTOR TO COORDINATE CONNECTION LOCATIONS
216 WESTSIDE SQUARE
WITH ARCHITECTURAL PLANS.(SEE DETAIL D4.02) ALL 2:1 SLOPES AND GREATER TO BE STABILIZED WITH HUNSTVILLE,AL 35801
LIMITS OF DISTURBANCE \ / •� \`,-_ - ROLLED EROSION CONTROL PRODUCT CONTACT: ROBERT M.BROADWAY
SILT FENCE SF N /---- \ --"�.\ (NORTH AMERICAN GREEN S75BN OR APPROVED EQUAL) [phone] 0 ry
♦AAA \� \...'\
EXISTING CONTOURS 00---- A A A L CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. a
PIN:1597-46-4697 PROPOSED CONCENTRATED FLOW OUTLET 168 PATTON AVENUE
JAMES R.PIERGY,TRAGY L.PIERGY - A A'/ (TYP)(SEE DETAIL D3.07) ASHEVILLE,NC 28801
a
PROPOSED CONTOURS 00 DB/637 PG 144 g.4n:%<. ••,_, \,•�- CONTACT: BENJAMIN MUNN,P.E. Z
ED 25 PG 104,PB 30 PG 1/3 /�J`J ` '�- -�.. [phone]
USE RESIDENTIAL NTIAL • PROPOSED I'CONTOURS(TYP) SURVEYOR: MCABEE&ASSOCIATES,PA
/ •��.� PO BOX 1768
• FAIRVIEW,S. NC,E,PL 0 m
PROPOSED LIMITS OF DISTURBANCE(TYP) CONTACT: ERIC S.MCABEE,PLS Z
PIPE TABLE -- Aid' [phone]
(SLOPES BASED ON 2D LENGTH TO INSIDE EDGES) - _ ," " /
PIPE NAME SIZE LENGTH SLOPE MATERIAL - `Te� +�♦� 111111L SE'p S �. o o it N o m
CULVERT 15" 71' 3.0% HP STORM _ ,_, - ,� �RFq C `'� m
INLET/OUTLET TABLE \ - F ,'��% ��: :__; l5UU
- ♦ ♦♦ ~• \ PROPOSED EC SLOPE MATTING(TYP)
(INVERTS BASED ON 2D LENGTH TO INSIDE EDGES) „ c Wy ♦ 055 SF / S _ PIN:1 597 56-1962 PROJECT DATA g
STRUCTURE STATION STRUCTURE DETAILS DESCRIPTON PROPERTY LINE(TYP) - ♦• � ♦_ - CAROLYN 5W1,VN PIN: 1597-46-6473; 1597-56-0411
' - ♦ s ] @ram♦. ♦♦titt♦♦♦♦�♦ ` ESTATE BOOK 4E PG 50I
DOWNSTREAM 10+00 INV.OUT 868.9(CULVERT) PROTRUDING PIPE �:' ♦� �♦4♦ •� ADDRESS: 4624 ELLEN BORO ROAD
a `E ALSO LEASE RECORDED 3 y
`�'•'♦�� �`1♦♦♦� h \ DEED BOOK/PAGE: 1773/792; 1634/924 w o
_ . '. IN DB SIN PG 1 043 CURRENT ACREAGE RA 6) ACRES N -
UPSTREAM 10+71 INV.IN 871.082(CULVERT) PROTRUDING PIPE *_ `. ro 70. • ♦ ; } rr PIN 15 FELICI4523 7-- ] ♦� / � ZONING:RA CURRENT ZONING: RA(RURAL AGRICULTURE)
JULIO FELICIANO * _ - r ] ♦�s, �� i •\ _ \ USE:SOLAR FARM
DB 1689 PG 0597 // e 8� I- ♦ G 702 -- •-• "� 1. z
Fo]0 \ / SETBACKS: w i
PB 3o PG 113 _ /sw 70. BUILDING TYPED' SW s�� , tS ,... FRONT: 50' o 0 ,n
0
ZONING.RA s s�c• FG Ica - �.dti O�T SIDES: 10' a
USE.RESIDENTIAL �W • _ GFA:10,640 SF FG 7. 4 \��," �Y • o
�� -Fc 7o.a `���� ` \ REAR: 30'
FC, FEE:871.00 `4 \��
SEPTIC EASEMENT AREA /* \ 71
vQ 90p �1 \ DISTURBED AREA: 2.5 AC
LOCATED ACROSS SUBJECT :� s8 JOW'W / /1,�y�L� •\"� \
PROPERTY&BENEFITTING 4„ IG sy ��,��� PRE POST
PIN: 1597-46-4523 / Fc J Fc 7os 000 G sa.8"a �r ��- IMPERVIOUS AREA: 0.48 ACRES(15%) 0.90 ACRES(28%)
(PER DB 1526 PG 1750) / w]c'7 ALL SLOPES GREATER THAN 3:1 BE N PERVIOUS AREA: 2.68 ACRES(85%) 2.26 ACRES(72%)
c]o.s
�FG]c.o HYDROSEEDED WITHIN 7 DAYS OF ESTABLISHED
�� / �GCp c 7o.G FINISH GRADE FOR STABILIZATION.PERMANENT A A A A o p
W
\� VEGETATION SEED TO CONFORM WITH SEEDING AAA w
/I. s ` 865AAAAAA
706 - c s7.s REQUIREMENTS SHOWN ONFDETAL SHEET. A 4 A c, m n o
FG 70.e� - .7 IFG 69. \A A A A A A A A A LA -' ry 'N O
L 1 FG] G 7o.a / AA A A A A A A A A A A
i 5r ,5 fG T.• G 70.2 A A
7ss� Fc 709 .
j
i� ,�,- A� AAAAAAAAAAA�
\ •aMa 9 __ / get
ea. i 6J� , A A ^ AAA n m a ,n z
Bap o c Tie \ � \ c 0 4 A A.L A A- A A A A A
)\ . \ _2 A LG_ A 1 \
R d..g75-- 4'� �� �\ TOPOGRAPI1 C.s,
_ / c 89 W \I - SURVEY W W
PROPOSED 50'x25'x12"CONSTRUCTION ENTRANCE ••t• w.
L Y21.�'��� -�-�- ) c J28 \� G aaa FG 67. c cso EXISTING V CONTOURS(TYP) I ,. �``s�° ..el,
(C EXISTING DRIVE(TYP)(SEE DETAIL CEO '.r >' - ��\ - .._ ° A/''33-
CONTRACTOR TO MOVE TO NEW ENTANCE ONCE \ �' A A A A A A A A A A A A n ' P d°
GRADED) (CONSTRUCTION ENTRANCE TO BE ` \�� - .� -- c s s ` \� A AAAApApApAp a�N Z ed.
s
MAINTAINED AND ADDITIONAL STONE ADDED ON +s3- �-� �a �y ��4__-cN� ty A A A A A U ei fez N REGULAR BASIS AS NEEDED) w / 872 -:n •..=�----_ k a °
�.\ c ea.s AAA. 'S''0 Xe.'4 N
LATITUDE: 35.3036 - AAA -'' ° 5.
LONGITUDE: -81.6999 3 \,•_ `'max\�_\ \ A/ ''SOn/ ,,° .''' h
G 90. w 7.F �./ ` A �•,
_ 7/�
PROPOSED GRADING OVER EXISTING WATER LINE \"'\ -St
(CONTRACTOR TO VERIFY LOCATION/TOP PRIOR - w
TO GRADING PROPOSED DITCH) \ \
-
w
PROPOSED DRIVEWAY CULVERT TO BE INSTALLED ) : w \ \ w
DURING ROUGH GRADING(SEE DETAIL 04.01)(TYP) /M�/
4,_UR. : mow\ ` ` CC
ONE w. � / PROPOSED RIP RAP APRON'A'ROAD WIDTH AT START: 3'` /_ccAA
ELLE A A A A/
or�BLICBQp �,, DONTE CLA8S": B , AAAAAAA
PROPOSED STRAW WATTLE "w,,x,s � � (SEE DETAIL D4.03) T (�/ �y�, AAAALAALI Q(TYP)(SEE DETAIL D3.08)
"F77 N ��N�, � A A A A L A AA ALALA AA AA Q it
(Un,/F AAAAAAAAAAAAAAA, W z
2' gi AAAAAAAAAAAAA a o5
r* AAAAAAAAA/ oCC 0
AAAAAAAA M
PROPOSED PERMANENT DRAINAGE DITCH A \ 4e2.-d9 O
LYL
BOTTOM WIDTH: 2' oCC EI
c"Ro
SIDE SLOPE: 21 Y,/L
DEPTH: 1'MIN. CDC INSPECTIONS HOTLINE: ` Q
SLOPE: 1.8%MIN,2.2%MAX CHANNEL LINER: S75BN 828-771-47550R INSPECTIONS@CDCGQCOM o MM
51 W
(SEE DETAIL D4.04) a.
o
�������lll�IP 91�q������ CCo
g�V�1a i w��i qI
Know what's below.
Call before you dig. NORTH
iDRAWN BY: DMS
GRADING,EROSION CONTROL, CDC PROJECT NO.: 22335
AND STORM DRAINAGE PLAN
GRAPHIC SCALE
40 0 20 40 60 ,p SHEET
( IN FEET)
C301
1 inch= 40 ft.

WATER NOTES H R .
.T
SUBJECT
F.PROPERTY <i g i e
1. SEE WATER DETAIL SHEETS FOR ALL GENERAL WATER NOTES. p N wn r
CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS SHEETS WITH m m m m
ALL WATER PLANS.
a t'u W u
y W u
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2. TYPICAL EASEMENTS FOR WATER LINES LOCATED OUTSIDE 8 Y ^‘..1O i i <n
ESTABLISHED UTILITY EASEMENTS OR ROAD RIGHT-OF-WAYS SHALL
BE A 20 FEET.THE ENTIRE WATER EASEMENT MUST BE CLEAR AND N 3
REMAINED CLEARED OF TREE PLANTINGS,EXISTING TREES,AND ANY ORa 1; n
PERMANENT STRUCTURES. iNIIIIIIIII \ $
—,
3. CO ISCDESIGNE THE CONCEPTS REQUIRED
IINSPECTIONS INSPECTIONS
OTLINE AT 828R 7,71CA4L55HE w��I'O,y��/, E
OR EMAIL AT [e-mail]. OPQ�,. B''5.>a
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING P"1 a
OR REDOING WORK.
4 ? a
a �q�s
EXISTING STREAM(TYP) �� .Rcrysr Q rn
0 C
WATER LEGEND PROPOSED SEPTIC AREA G)V '-
PROPOSED WATER LINE W (50(DE5MNED FROM BY OSTREAM) D)O
VICINITY MAP onc.) I
PROPOSED WATER SERVICE —4—M—
-�..� (NOT TO SCALE)
PROPOSED SF WATER METER 0
PROPOSED FIRE HYDRANT . .p..p p p ...\
DEVELOPMENT DATA
0
PROPOSED GATE VALVE CC n
OWNER/DEVELOPER. THE BROADWAYSTSIDEGROUP,LLC
216_ HUNSTVSL EID A SQUARE
PROPOSED AIR RELEASE VALVE 0 `�'---...__..._...
\ "p`'p�0 p 0 \ CONTACT: ROBE 5 M3 BROADWAY
[phone] 0 i
PIN:1597464697 ppp �� p p ppp Y CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. z
JAMES R.PIERGY.TRACY L.PIERGY A.&5g A p Q� ASHEVILLE, AV28801 ENUE
168P NC ENUE
DB/637 PG 144 -4 4 4,4. ...Z`I� \ p p Y \•� CONTACT: BENJAMIN MUNN,P.E. (n
PB 25 PG 104,5530 PG I/3 p p /_' t '�- [phone]
ZONING:RA l(��'�_ _
USE:RESIDENTIAL ^�" SURVEYOR: MCABEE&ASSOCIATES,PA
�d-�----- PO BOX 1768 i
-855 — \ '\•�'_ CONTACT: ERICVS.WMCABEE,PLS Z
(1111)
�•��\ - (828)' ' 628-1295
/ A q�rc ;:: o m o m
aso _ RFq \�--•--, \
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ass- �\ pn� mo bin 1 e62 PROJECT DATA
ass �24,424 i \
gZp ass Re0 85s p�. �\ PIN:1597 56 4 K C=
+ \ Q _ - CAROLYN SWIN PIN: 1597 46 6473; 1597-56-0411
\ �\ SATE BOOK 4E PG 50I
+� ��D`A �\ ALSO LEASE RECORDED ADDRESS: 4624 ELLENBORO ROAD W z
�p \;,\ �� p p DEEDEBOOK/PAGE: 1773/792;E1634/924 w o
_ �. 'N OB 1 706 PG 1043 PROJECT ACREAGE' 31 ACRES
PIN 1597 46 4523 p' \, p \ ZONING RA E 63 `deJ
7- 0 p ^ \ \ CURRENT ZONING: RA(RURAL AGRICULTURE) 5 -
JULIO FELICIANO p \ \ 2- qq \ -•- USE:SOLAR FARM
DB 1689 PG 0597 /+/ w \ ^p- �~� \• SETBACKS: .
z
PB 30 PG 113 N '� FRONT: 50' cJi o
n BUILDING TYPE'D' w z w
*'' GFA:10,640 SF �� (SEE PLUMBING DRAWINGS FOR CONTINUATION) \' SIDES: 10' a o ~ w w
ZONING.RA T,,, PROPOSED BUILDING WATER CONNECT
ems, _
USE:RESIDENTIAL lT��,.,..... NU ATION) \ REAR: 30'
W
ifri
/ ., ,/ FFE:871.00 . p
PROPOSED ,/‘ �S'" J \•_� DISTURBED AREA 2.5 AC w
1-1"RPZ BACKFLOW PREVENTER IN ABOVE GROUND
p �4,
HEATED ENCLOSURE(ENCLOSURE TO MEET ASSE - - \•-• PRE POST
1060 STANDARD REQUIREMENTS) �+ I . �•� \ IMPERVIOUS ARE : 048 ACRES(15%) 0.90 ACRES(28%)
A'
1-1"UL/FM APPROVED SWING CHECK VALVE LOCATED /p ` \ \ PERVIOUS AREA: 2.68 ACRES(85%) 2.26 ACRES(72%)
.
N
i
WITHIN RPA ENCLOSURE(ELECTRIC SERVICE ;'p ` � N ry ry
REQUIRED FOR HEATED ENCLOSURE) _ cgs o 0 0 0
L, / s PROPOSED IN SCO 21 PVC WATER LINE '` N N M o
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r
(TIP)(3'MIN.COVER)(SEE DETAIL D5.02) d p p \\
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µ\\w. \ �, - ppp. ,-5:°,� 2<° •(�
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"':,�.. ppp .'�0. cy. 11,
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PROPOSED 3/4"WATER METER BOX '�� p
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(TYP)(SEE DETAIL D5.03) I \w ' L
W
PROPOSED 1"TAPPING SADDLE ON EXISTING W\ 1"."7-
® `w ,-
WATER LINE(SEE DETAIL D5.01) i 4\
NOTE; v, wy\N - a pI Q a
CONTRACTOR TO VERIFY EXISTING LOCATION/ ' O
SIZE MATERIAL PRIOR TO ORDERING MATERIALS. p p p p o
NBOR►' "DAD ONE\ - ��"� ,�p p p p p
Wq
PURL.' RNAL ptakie T -- � , p p A.
p p rc
UO p p p p p p p
p R�
PROPERTY LINE TYP OBLtCJrn,OpOTNO "-' `�`\ x>t1 p p p p p p p p r
( ) NgLO �A pp pppppp ppppppp pp z
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CDC INSPECTIONS HOTLINE:
2
\ 828-771-4755 0R [e-mail] m
811 .
‘QklIFFI illi Ill ct .:;,,,
Know what's below.
Call before you dig. NORTH
i DRAWN BY: DMS
CDC PROJECT NO.: 22335
UTILITY PLAN
GRAPHIC SCALE
40 0 20 40 so 120 SHEET
( IN FEET)
C601
1 inch= 40 ft.

COLORED TOOLED/SERRATED SLIP w w m S
TREATED 2 X 8 WOOD CAP RESISTANT SURFACING AND/OR TACTILE PAVEMENT DETAILS
w/GALVANIZED WOOD SCREWS WARNING DEVICE AS REQUIRED BY a 2I u`R 'm'"v
4-1 AT 12"DC STAGGERED, AMERICANS WITH DISABILITIES ACT z
'A` COUNTERSINK HEAD 1.DETAILS ARE STANDARD REQUIREMENTS AND MAY INCREASE OR O 1
ACCESSIBILITY GUIDELINES AND CODE DECREASE WITH VARIOUS SOIL CONDITIONS.A GEOTECHNICAL k `�
REQUIREMENTS a r m w
\ INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS w o
SIMPSON GALVANIZED SHALL BE COMPLETED FOR EACH DEVELOPMENT.THE FOLLOWING 5 i z
FRAMING ANCHOR "� DETAILS ARE MINIMUM PAVEMENT REQUIREMENTS.INCREASED a z a u
A34(TYP) r1:10 MAX.SLOPE PAINTED YELLOW RECOMMENDATIONS ARE TO BE USED. 3 3
I, STANDARD ACCESSIBLE m 2.THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR
TREATED 2 x 4, PARKING SYMBOL PAINTED ROUNDED
BOLLARD WITH ACCESSIBLE SCARIFIED AND COMPACTED PRIOR TO PLACEMENT OF BASE
ATTACH GALV. ON PAVEMENT.PAINT CONCRETE CAP
w/ PARKING SIGN,AS REQUIRED. MATERIAL.WHERE EXISTING SUBGRADE MATERIALS ARE
i p _ _�I FRAMING ANCHOR I
�' � COLOR TO BE PER THE UNSUITABLE,THEY SHALL BE REMOVED AND REPLACED WITH
TO POST GI \ AUTHORITY HAVING GRIND COMPACTED SELECT MATERIAL IN ACCORDANCE WITH
JURISDICTION. SHARP EDGES GEOTECHNICAL RECOMMENDATIONS.
20'-0" IFC1
Y1
e OPEN SPACE _ 6"0 SCHEDULE 80 3.HEAW DUN CONCRETE PAVEMENT AND STANDARD DUN I STEEL PIPE FILLED CONCRETE PAVEMENT(AS RECOMMENDED BY THE GEOTECHNICAL r.GALVANIZED \ WITH CONCRETE AND REPORT OR MINIMUMS)SHALL BE STEEL REINFORCED.WOOD SCREWS, PAINTED YELLOW REINFORCEMENT TYPESHALL BEPRIOR APPROVED BY OWNER. ,COUNTERSINK HEAD II
IVID - 4.CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO OWNER FOR. PRIOR APPROVAL.ALL JOINTS MUST BE SEALED WITH AN FINISH GRADEFNISH GRADE n�, , Mi / SLOPEDAPPROVED SEALANT.STEEL REINFORCING SHALL BE USED AT l����� a�®� 1:12 MAX JOINTS.REFER TO ACI 330R(GUIDE FOR DESIGN AND
_ �Y Y i // / ACCESSIBLE/ CONSTRUCTION OF CONCRETE PARKING LOTS)FOR JOINT DESIGN
/ y - / SHOPPING CART AND LAYOUT.
'� /� 1, RAMP TOBE <��SIDEWALK - SLOPE TO DRAIN
/� ��/ \ 4000 PSI CONCRETE % � / CENTERED �\
/ �V A�` RAMP TOP OF PROPOSED 2"ASPHALT0
r � �t // �Y ABOUT THE \ ro
i� ' \�' %�� 4"CRUSHED STONE /% ` 4"STRIPES Q 24'O.C.AT PAVEMENT WEARING COURSE
/ O` / FRONT DOOR. \
12 _/ 12' __ \ ( \ 45 DEGREES PAINT
COLOR TO BE PER THE y 4r.... •r , f - 1 ND ASPHALT
�/4 o,/44, ''' \/‘ J AUTHORITY HAVING fr i4.f �- i i BINDER COURSE
A JURISDICTION. y e Via..�� 4 _�:,.� 6"COMPACTED
SECTION A-A _ A _ Z ERR AGGREGATE BASE g
ELEVATION BOLLARD W a
COMPACTED SUB
PRESSURE PAINTED '" rI 4,000 P.S.I.CONCRETE W GRADE V
TREATED 2 x 4 _ \ YELLOW o STANDARD ACCESSIBLE > STANDARD DUTY ASPHALT DETAIL
PRESSURES PARKING SYMBOL PAINTED ON Q w
TREATED 2 X 4 PRESSURE TREATED(5) PAVEMENT.PAINT COLOR TO BEd N
1 X 6 VERTICAL BOARDS \ (2)#4x12"ANCHORS U SCALE:NOT TO SCALE W
SIMPSON GALVANIZED PER THE AUTHORITY HAVING _ r Q
FRAMING ANCHOR A34 45 MITER CORNERS OF JURISDICTION. 1� J0 7
2"ASPHALT
ON UNDERSIDE OF 2x4's 2 X 6 TOP CAP 1:10 MAX.SLOPE m I 2 _ WEARING COURSE m
PRESSURE TREATED PAINTED YELLOW 4"PARKING SPACE STRIPE. a Wt.::
';' 'gC y'.+WW"E'''gr.`r E.,4 i- 2"ASPHALT V
BOLLARD WITH PAINT COLOR TO BE PER THE Q S�q 'i5 r�A. YLN:r BINDER COURSE
11� 4 X 4 POST N ! ol..^44.�� •Y 2
AUTHORITY HAVING 1-6 RRRRR...�� i f
ACCESSIBLE PARKING JURISDICTION. \ IA II111���!I -"-_'-"� �� AGGREGATE BASE m
8"COMPACTED
SIGN AS REQUIRED. !!!!'s` nn �� ■■
PLAN VIP"^ COMPACTED SUB N N
GENERAL NOTES:
/ •-0• GRADE
1. PRESERVATIVE PRESSURE TREAT LUMBER WITH WATER-BORNE PRESERVATIVES TO COMPLY WITH AWPA C2 AND C9, HEAVY DUTY ASPHALT DETAIL
RESPECTIVELY,AND WITH REQUIREMENTS INDICATED BELOW. TEEL BOLLARD DETAIL
A. PRESSURE-TREAT ABOVE-GROUND ITEMS LOTH WATER-BORNE PRESERVATIVES TO A MINIMUM RETENTION OF 0.25 D2.12 NOT TO SCALE SCALE:NOT TO SCALE
POF. REINFORCING AS
B. PRESSURE-TREAT WOOD MEMBERS IN CONTACT WITH THE GROUND WITH WATER-BORNE PRESERVATIVES TO A RECOMMENDED
MINIMUM RETENTON OF 0.40 PCF. BY GEOTECHNICAL
NOTE: CONSULTANT
2. FASTENERS: OF SIZE AND TYPE INDICATED THAT COMPLY WITH THE FOLLOWING REQUIREMENTS. PROVIDE HOT-DIP V
ALL ACCESSIBLE RAMPS AND ACCESS RE:NOTE 3 ABOVE
ZINC-COATED FASTENERS PER ASTM A 153 OR AISI TYPE 304 STAINLESS STEEL FASTENERS. ( )
AISLES SHALL MEET ALL CODES AND - - -
5"3,000 PSI CONCRETE s _
ADAAG REGULATIONS. PPR ESEa� .��afS�iS1.ty1 R7•• '' 4"COMPACTED `�
12"x18' ti F 4 r AGGREGATE BASE z S
DUMPSTER FENCE DETAIL HANDICAPPED PARKING DETAIL � o z
D2.09 NOT TO SCALE D2.05 _ ' GRADE
SUB °' L_
TOP OF STONE TO MATCH NOT TO SCALE 12"x6"I= a STANDARD DUTY CONCRETE DETAIL
TOP OF PAVEMENT
12x9 O. SCALE NOT TO SCALE
6'HIGH
6"ABC STONE COMPACTED I- REINFORCING AS
WOODEN FENCE TO 100%OF MAXIMUM w W RECOMMENDED
PROPOSED PAVED AREA LABORATORY DRY DENSITY I BY GEOTECHNICAL
Ir
(SEE PAVEMENT 1'SHOULDER (ASTM D 1557 OR AASHTO T 180) j 0.080"ALUMINUM HANDICAP Z CONSULTANT N
///////// ////////////////// CROSS SECTION DETAIL) PARKING SIGN.BOLT WITH 5/16" O - (RE:NOTE 3 ABOVE) o
/ a , CADMIUM PLATED BOLT,NUTS U
/ °Q a 4 / GROUND = AND WASHERS. 6"3,000 PSI A p
° A °4 REINFORCED CONC N
/a / a BOLT SIGNS TO GALVANIZED 6"COMPACTED
/4 6"CABC STONE / AGGREGATE BASE
METAL PIPE COLUMN
6"DIA. STEEL BOLLARD
/ a44 °8"4000 PSI CONCRETE a I I 6"DIAMETER CONCRETE FILLED COMPACTED SUB z
/ SLAM WITH#4 REBA ® (TYPICAL)(SEE DETAIL) DE
STEEL PIPE BOLLARD,PAINTED HEAVY DUTY CONCRETE DETFI
a 12 O.C.EACH WAYaQ - ,, YELLOW
/ �`�`` COMPACTED SUBGRADE TO MINIMUM
a / SCALE:NOT TO SCALE
/ WOODEN SWING GATE / 98%OF THE MAXIMUM DRY DENSITY - .x`�� ••lVN'''.,
USING THE STANDARD PROCTOR TEST •..•°•7�
° ° NOTE: CONCRETE SURROUND ° deb
°. AROUND PIPE COLUMN .2 0..p
a DETAIL USED WHERE PAVED AREAS B z,K
w BORDER GROUND WITHOUT CURBING NOTES: _U o _;ZT
a.° a I 1. RESERVED PARKING SIGN SHALL INCLUDE A 2-,.y:° e�a1 n
¢ ° ° 4i a TYPICAL SHOULDER DETAIL — WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE. -„,,,:,,A°•. •F'=�P;N.
C ° ° NOT TO SCALE \ 2' 0" 2. SIGNS SHALL HAVE A GREEN LEGEND AND / \ °°°e���`� .�\\
rc BORDER ON A WHITE BACKGROUND. \v
_ 2. SIGNS IDENTIFYING VAN PARKING SPACES SHALL
0 a a 8"4000 PSI CONCRETE - CONTAIN THE DESIGNATION"VAN ACCESSIBLE
o d - �� WITH#4 REBAR® - - - - - - 1 3. ALL SIGNS AND STRIPING SHALL BE IN faiI 0 1....j
LATCH ON ® A ° SLAB12 O.C.EACH WAY
- ACCORDANCE WITH THE LATEST EDITION OF THE
THIS LEAF r 1 'I _,__I
` J" III_` MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
- ^ y MINIMUMC (MUTCD)AND THE NORTH CAROLINA
DROP ROD"ON THIS LEAF' a ° SUPPLEMENT TO THE MUTCD. \ / W
DUMPSTER PAD DETAIL I 11 I D2.04 ACCESSIBLE PARKING SPACE SIGN \ / O
D2.10 NOT TO SCALE NOT TO SCALE -
tt
NOTES:
1
k
1. SIGN SHALL HAVE WHITE LETTERS ON A RED REFLECTIVE BACKGROUND. o
I I 2. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF Q
1 UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)PUBLISHED BY THE FEDERAL HIGHWAY L C
`Qao�1h\ ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. r
CC
-B
hjJ WALK WIDTH
5'-10"
L:12
MAXIMUM YELLOW b REFER TO PLAN STOP SIGN DETAIL
4 LOPE STRIPING / _ 6• D2.03 1
12" _ 12" 4"
IA NOT TO SCALE O
A r CCSCORE PER PLAN
:RMTI0S
OPER FOOT0 . .
41 - -
STRIPING LEGEND — -
YELLOW SURFACES SHOULD BE CLEAN, DRY Cl)v/
CURBING AND METAL SURFACES FREE OF HEAVY A W o
NO.4 REBAR AND RUST 2 COATS SHERWIN WILLIAMS - M
BOLLARDS - KEM 4000 ACRYLIC ALKYD ENAMEL CC Y
B PRECAST CONCRETE WHEEL STOP 3'• PARKING LOT SAFETY YELLOW B55Y300 4"WASHED STONE BASE L�\ m' O o
COURSE($57 OR$67) \ a
a" a" STRIPING - SURFACES SHOULD BE CLEAN, DRY. SURFACE COURSE w 0
PARKING LOT TOP COAT SHERWIN WILLIAMS - COMPACTED SUBGRADE
PROMAR TRAFFIC MARKING PAINT 4.. BASE COURSE G
"° ° ^ a ° ° YELLOW TM5495 CONCRETE WITH 6"X6"/ 6 `, C r
a a. HANDICAP SURFACES SHOULD BE CLEAN, DRY. 1.ax1.a W.W.F. _
'4Fh . STRIPING - TOP COAT SHERWIN WILLIAMS - DRAWN EY: DMS
l PARKING LOT PROMAR TRAFFIC MARKING PAINT"H.C." CDC PROJECT NO.: 22335
V u EMBED INOPAVEMENT 6"MIN. BLUE NOTES:
ELEV: AA PROVIDE SEALED 1/2"EXPANSION JOINTS AT 40.-0"0.C.AND SITE DETAILS
CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY AT RIGID STRUCTURES; 1"DEEP TOOLED JOINTS AT 8'-0"O.C.
ELEV: BB CONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER)
WELLAS AS COMPANYPROVIDINGALL INFRASTRUCTURES REQUIRED
BY UTILITY TURNED DOWN SIDEWALK DETAIL
WHEEL STOP DETAIL D2,01 SHEET
D2.11 NOT TO SCALE NOT TO SCALE
LOADING DOCK C 9 21
D2.12 NOT TO SCALE

sin 020s,
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6
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7
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3
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n
NOTES
1 WOOD TO BE TREATED PINE.USE GALVANIZED
FRONT J ix6 NAILS US FOR FASTENING.
TOP VIEW 2. NUMBER OF BOARDS WILL VARY DEPENDING 01 z
ON SPACE BETWEEN BOARDS AND ACTUAL
WIDTH OF BOARDS.
8'-0"MAX. r" i
POST SPACING ,
1 MMMMMMMMMMI
6 ;xs IIHIIIIIIIIHIi1IIIIIIIIIIIIIII a 'P,;
DIRT
BACKFILL SPACE
T I 1'f
�'�
—I f-10" ��
W
FRONT VIEW REAR VIEW /y
O
D2.13 PRIVACY FENCE DETAILS &
NOT TO SCALE
z Q
W o
CC
IL LLJ
0�./� 1
//W4
O4 C
O3
O O
5 5 r
DRAWN BY: DMS
CDC PROJECT NO.: 22335
SITE DETAILS
SHEET
C922

CONSTRUCTION SEQUENCE GENERAL NOTES FOR EROSION CONTROL H 2
FILTREXX®SILT SOXXTM FILTREXX®PYRAMID STAKING DETAIL NCDEQ EROSION CONTROL NOTES zgill
_ __
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. 1. ALL GRADING AND SOIL EROSION CONTROL MEASURES ON THIS SITE MUST BE AUTHORIZED E 1 m�_ 4 a 1
(2)2"x2"x48+"HARDWOOD GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE BY PERMITS ISSUED BY CLEVELAND COUNTY.ALL SITEWORK SHALL BE IN ACCORDANCE C-w
2"HEADWIDTH OODEN STAKES,WRAPPED TOGETHER i y>i x
STAKESPLACED iO'oN CENTER WITH REQUIREMENTS OF NCDEQ.THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED 2. FLAG WORK LIMITS AND MARK TREE&BUFFER AREAS FOR PROTECTION. WITH ALL LOCAL,STATE, AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS a w LL
WITH 16 SURGE WIRE,10'O.C. WITH FOR ALL WORK. IN THE PROJECT TECHNICAL SPECIFICATIONS. S H i w 1 i
FLTREXX®SILT SOXV. 3. HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING a u i a n
(SEE PLANS FOR SIZE) 2"x2"x36"HARDWOOD STAKE, CONSTRUCTION.
10'O.C.,STARTING 5'FROM 1. OBTAIN PROVISIONAL PERMIT. 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING,EROSION CONTROL ¢3
AREA TO BE PROTECTED ANGLED STAKES 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE(S)AND DRIVE CULVERT(S)AS LAND DISTURBANCE,AND ASSOCIATED NON-GRADING PERMITS HAVE BEEN OBTAINED PRIOR a
WORK AREA 2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED. NEEDED WITH INLET PROTECTION. TO BEGINNING CONSTRUCTION. n
3. OBTAIN GRADING PERMIT THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF NCDEQ. 5. INSTALL PERIMETER EROSION CONTROL MEASURES INCLUDING BUT NOT LIMITED TO: 3. ALL CONSTRUCTION SHALL BE UNDER THE INSPECTION OF THE ENGINEER,THE OWNER,AND
SILT FENCE,CONCENTRATED FLOW OUTLET,ETC.INSTALL CONSTRUCTION FENCE AS CLEVELAND COUNTY.THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR TO E
4. PROCEED WITH GRADING,CLEARING,AND GRUBBING. NEEDED. BEGINNING WORK.ANY WORK COVERED PRIOR TO ENGINEER'S INSPECTION IS SUBJECT TO
UNCOVERING AND BACKFILLING AT THE CONTRACTOR'S EXPENSE.
SECTION VIEW 5. SEED AND MULCH DENUDED AREA WITHIN EITHER 7 CALENDAR DAYS(SLOPES GREATER THAN 3:1) 6. CALL ENGINEER AND LOCAL INSPECTOR TO APPROVE PERIMETER EROSION CONTROL a
OR 14 CALENDAR DAYS(3:1 OR FLATTER).AFTER FINISHED GRADE ARE ESTABLISHED,TEMPORARY DEVICES. 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED CONTRACTOR. O. 23
SEEDING AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING 7. INSTALL RAIN GAUGE ON-SITE.NPDES LOG TO BE KEPT CURRENT AND ACCESSIBLE
2"HEADNIDTH WOODEN RATES PER ACRE. 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND
STAKES PLACED 10 O.C. AT PROJECT SITE AT ALL TIMES.MAINTENANCE INSPECTIONS SHALL BE PERFORMED ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY +y'
COMPOST SOCK CONNECTION/ATTACHMENT DETAIL WEEKLY AND AFTER EACH RAINFALL.ALL REPAIRS NECESSARY SHOULD BE MADE
LIME 2,000 LBS CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS Q- g
FERTILIZER(10-10-10) 1,000 LBS PERMIT.
IMMEDIATELY AND IN STRICT ACCORDANCE WITH LOCAL STANDARDS AND NPDES HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANSCr)
d '�
PRRINERE STAKE ALTERNATE STAKING OPTION STRAW MULCH 4,000 LBS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO -•U)V u
8. DO NOT CONDUCT MAJOR GRADING ACTIVITIES DURING WET WEATHER OR PERIODS CONSTRUCTION. o
FlLTRExx®SILT SOXx"' FOR LATE WINTER/EARLY SPRING SEEDING ADD TO THE ABOVE: OF PREDICTED WET WEATHER.
O OVERLAPPING SECTIONS _�� RYE GRAIN 120 LBS 6. PROTECT EXISTING SITE FEATURES(SHOWN TO REMAIN)AND NEWLY COMPLETED WORK U U 3
(SEE PUNS FOR SIZE) FORM CONNECTION 9. PROCEED WITH CLEARING&GRUBBING. DURING CONSTRUCTION.ANY DAMAGE INCURRED DURING OR RESULTING FROM
■ SWITCHGRASS 50 LBS(OMIT IF COVER IS NOT TO EXTEND BEYOND JUNE)
CLOSED END CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE
■ I FOR SUMMER SEEDING ADD: 10.INSTALL REMAINING EROSION CONTROL MEASURES INCLUDING; WATTLES,BARRIERS, REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES.AS
,
FLOW GERMAN MILLET 40 LBS DIVERSION DITCHES,ETC.AS NEEDED. WELL AS THE PROJECT PLANS AND SPECIFICATIONS,AT THE CONTRACTOR'S EXPENSE.
\
■ 11. INSTALL REMAINING STORM AND UTILITY REROUTES AS NEEDED.
I
0 FOR FALL ADD: 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
0
RYE GRAIN 120 LBS 12.PROCEED WITH ROUGH GRADING. CONSTRUCTION ACTIVITY IS TO BEGIN.THE CONTRACTOR SHALL NOTIFY NC ONE CALL AT
WORK AREA ■ 13.APPLY TEMPORARY SEEDING PER GROUND STABILIZATION SCHEDULE. 811,48 HOURS BEFORE CONSTRUCTION BEGINS.NOTIFY THE ENGINEER AT LEAST 72
o IF HYDROSEEDING IS USED,WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT THE HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
RATE OF 1,000 LBS PER ACRE. 14.CONSTRUCT PROPOSED WATER/SEWER NETWORKS AND STORM DRAINAGE SYSTEM
TOP VIEW �: Sr 8. EROSION CONTROL IS A HELD PERFORMANCE BASED ACTIVITY; AND ADDITIONAL SILT ym
6. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. WITH INLET AND OUTLET PROTECTION. FENCES,TEMPORARY SEDIMENT BASINS, AND ALL OTHER MEASURES MAY NEED TO BE
NOTES. 'll+ � ADDED IN ADDITION TO THE APPROVED PLAN AS NECESSARY.MEASURES SHOWN CAN AND
1.ALL MATERIAL TO MEET FILTREXX®SPECIFlCAMONS. 15.CONTRACTOR TO COORDINATE INSTALLATION OF DRY UTILITIES AS NEEDED.
2.SILT SOXX"'FILL TO MEET APPLICATION 6rT'I w L """"""'°°"'°'""'' 7. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREA. SHOULD BE ADJUSTED TO ASSURE MAXIMUM PROTECTION ON SITE.CONTRACTOR SHALL
D3.03 REDUIREMENTS. &X111MM mm 16.INSTALL HARDSCAPES AND PERMANENT SEEDING WHERE FINAL GRADES HAVE BEEN ADD ADDITIONAL MEASURES AS NEEDED IN ENVIRONMENTALLY SENSITIVE AREAS.
3.COMPOST MATERIAL TO BE DISPERSED ON SITE,AS cm
DETERMINED BY ENSNEER. .rr ,.,.,. W''z m, 8. REQUEST FINAL APPROVAL BY NCDEQ. ESTABLISHED. y
9. CONTRACTOR IS RESPONSIBLE FOR INSTALLING,MAINTAINING, AND REMOVING ALL w 17.INSPECT STORM SYSTEM AND REMOVE ANY SEDIMENT. NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES. O
PERMANENT SEEDING MEASURES 18.COMPLETE FINAL GRADING AND STABILIZE WITH PERMANENT SEEDING,MULCH,AND an LANDSCAPE. UTILITY SURFACE ACCESSES WHETHER THE CONTRACTOR PERFORMS THE WORK OR A
10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL J
3o (1110)
ALL PERMANENT MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF NCDEQ. 19.CALL LOCAL JURISDICTION TO SCHEDULE FINAL INSPECTION PRIOR TO FILING NOTICE UTILITY COMPANY PERFORMS THE WORK. m
WI 1xm-I1xm1 e. THE FOLLOWING APPLY TO AREAS WITHIN NCDEQ PERMANENT SEEDING MIXTURE AREA#1M: OF TERMINATION. Z
��� (15mJ 11. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED,FERTILIZED AND MULCHED
��
•' SEEDING MIXTURE(FLATTER THAN 3:1): ACCORDING TO THE SPECIFICATIONS NOTES IN THE PLANS. SITE STABILIZATION IS A
, O �_ PERFORMANCE BASED REQUIREMENT,AND THE SITE WILL NOT BE ACCEPTED UNTIL
tit‘ . � 4 111 cc: PERMANENT VEGETATION IS ESTABLISHED TO THE SATISFACTION OF THE ENGINEER. '^ E r
yP.F., SPECIES RATE(LB/ACRE) o o m m
TALL FESCUE 100 12. CONTRACTOR RESPONSIBLE FOR KEEPING ACCURATE LOG OF SITE CONDITIONS IN
--�-- PANICUM VIRGATUM 10 ACCORDANCE WITH NPDES PERMIT.MAINTENANCE INSPECTIONS SHALL BE PERFORMED
WEEKLY AND AFTER EACH RAINFALL.ALL REPAIRS NECESSARY SHOULD BE MADE
IIIIIIII.IIII3B / ^^ REDTOP 5 IMMEDIATELY AND IN STRICT ACCORDANCE WITH CLEVELAND COUNTY AND NPDES PERMIT.
KENTUCKY BLUEGRASS 5 GROUND STABILIZATION CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATORS FROM PLANS
NO MOW MIXTURE(3:1 AND STEEPER) FOR PREPARATION OF FINAL RECORD DRAWINGS. a
�/ 8A /110,11 34%BOREAL CREEPING RED FESCUE SITE AREA DESCRIPTION STABILIZATION STABILIZATION TIME
FRAME EXCEPTIONS 13. ALL SLOPES GREATER THAN 2:1 SLOPE AND OVER 5'IN HEIGHT SHALL BE CERTIFIED BY A
33%RESOLUTE HARD FESCUE
33%AZURE SHEEP'S FESCUE TIME FRAME LICENSED PROFESSIONAL AS REQUIRED BY NCDEQ.
w
EIEPERIMETER DIKES,SWALES, 7 DAYS NONE 14. CONTRACTOR IS REQUIRED TO OBTAIN AND PROVIDE A COPY OF THE EROSION CONTROL w o
allire 7411 NURSE PLANTS: DITCHES, AND SLOPES PERMIT FOR ANY OFFSITE BORROW/SPOIL AREA. CONTRACTOR MUST PROVIDE COPY OF
-
O5 BETWEEN MAY 1 AND AUG.15,ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.PRIOR TO PERMIT TO CLEVELAND COUNTY 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 HIGH QUALITY WATER(HOW)ZONES 7 DAYS NONE U
LATE SUMMER AND OVERSEED THE SWITCHGRASS IN MARCH. - o
15. IF BORROWED OR WASTE FILL MATERIAL IS GENERATED,AN APPROVED GRADING PERMIT
m
SEEDING DATES: SLOPES GREATER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR MUST BE SECURED FOR THE BORROW OR WASTE MATERIAL SITE PRIOR TO INITIATION OF
ANY LAND DISTURBING ACTIVITY 6
/ BEST POSSIBLE LESS IN LENGTH AND ARE w
BELOW 2500 FT: AUG.15-SEPT.1 JULY 25- SEPT 15 NODATET EPER PER THTHAN 2:1 16. ALL FILL SLOPES SHALL BE COMPACTED FULL DEPTH TO NOT LESS THAN 95%MAXIMUM
ON A
SLOPE INSTALLATION MAR.1 -APR.1 MAR.1 -MAY 10 ANDSITY DEBRSAANDRD BEPROCTOR PROPERLY BENCHED ANDCED DRAINED.SURFACE CLEARED OF GROWTH
ABOVE 2500 FT: JULY 25- AUG.15 JULY 15- AUG.30
MAR.20-APR 20 MAR.5-MAY 15 SLOPES 3:1 OR FLATTER 14 DAYS 7-DAYS FOR SLOPES 17. ALL FILL MATERIAL,UNLESS A PERMIT FROM NCDEQ DIVISION OF WASTE MANAGEMENT TO
1.PREPARE SOIL BEFORE INSTALLING BLANKETS,INCLUDING ANY NECESSARY APPLICATION OF LIME,FERTILIZER,AND SEED. GREATER THAT 50'IN LENGTH
NOTE:WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. OPERATE A LANDFILL IS ON FILE FOR THE OFFICIAL SITE,SHALL BE FREE OF ORGANIC OR
COMPLETE SEEDING EARLIER IN FALL, AND START LATER IN SPRING ON NORTH- AND EAST-FACING OTHER DEGRADABLE MATERIALS,MASONRY,CONCRETE AND BRICK SIZES EXCEEDING 12 '\
2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6"(15cm)DEEP X 6"(15cm) WIDE TRENCH SLOPES. INCHES,AND ANY MATERIALS WHICH COULD CAUSE THE SITE TO BE REGULATED AS A
WITH APPROXIMATELY 12"(30cm)OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE ALL OTHER AREAS WITH 14 DAYS NONE(EXCEPT FOR LANDFILL BY THE STATE OF NORTH CAROLINA. ¢o
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12'(30cm)APART IN THE BOTTOM OF THE TRENCH. SOIL AMENDMENTS: SLOPES FLATTER THAN 4:1 PERIMETERS AND
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"(30cm) \ ry N
APPLY LIME AND FERTILIZER ACCORDING TO THE RESULTS OF A NC DEPARTMENT OF AGRICULTURE SOIL TEST HOW ZONES PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF )
STAPLES/STAKES SPACED APPROXIMATELY 12"(30cm)APART ACROSS THE WIDTH OF THE BLANKET.
3.ROLL THE BLANKETS(A)DOWN OR(B.)HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE MULCH:
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES APPLY 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING *EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON ,_ w
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM',STAPLES/STAKES MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING, OR NETTING. NETTING IS THE PREFERRED WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ANCHORING METHOD ON STEEP SLOPES. (SECTION II.B(2)(B))
4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5"(5cm-12.5cm)OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT,PLACE THE EDGE OF THE OVERLAPPING BLANKET(BLANKET BEING MAINTENANCE:
INSTALLED ON TOP)EVEN WITH THE COLORED SEAM STITCH'ON THE PREVIOUSLY INSTALLED BLANKET. MOW NO MORE THAN ONCE A YEAR.REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. ` '
5.CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END(SHINGLE STYLE)WITH AN APPROXIMATE RESEED,FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. x °°;V/vj/xx'
3"(7.5cm)OVERLAP. STAPLE THROUGH OVERLAPPED AREA,APPROXIMATELY 12"(30cm)APART ACROSS ENTIRE ` \• �A',N
BLANKET WIDTH. d'°° m
_.° Ze
8'MAX WOVEN FILTER FABRIC =U: my ,1;.: f.'s,
VARIABLE AS DIRECTED BY ENGINEER STEEL POST STEEL POST WIRE FENCING '-',1"°° �?'.
NOTE: PLASTIC OR STEEL POST X' a•
"IN LOOSE SOIL CONDITIONS,THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6"(15cm)MAY BE NECESSARY TO WIRE TIES TYP WOVEN WIRE FABRIC 8'MAX, %xx c/O` .0,;,. :` \^t
PROPERLY SECURE THE BLANKETS. ( ) SILT FENCE FILTER FABRIC STEEL POST x /1/\\*c. x `..
MIN.10 GA.LINE III WIRE FENCING i
WIRES(TYP) 5.-0.. i.........r■..■..■...UIII�n�
EROSION CONTROL SLOPE MATTING INSTALLATION E=� IIII�■NN■ENNNEENNEENNENN■III
NOT To SCALE MIN.INTERMEDIATE
GA. , 9 A �D3.06 .......... ....... .. .....-
NOr Yiv3MI•MM119 -_ lllllllll-111-ll1-lll-II III FILL SLOPE 1 =1=1 � � �=16=11-11lui11TTpEX.GRADE IImII mHIII 'IffTOTT =, 1711 E FILTER FABRIC OR ANCHOR 12"LONG SKIRT INDITCH LINER DE*WOODEN WEDGES WIRE FENCING I-
CLASS I RIP RAP
WITH NAIL AT TOP „,. " O
/Th FRONT VIEW SIDE VIEW Mr! VB
#5 WASL-IED STONE 6
( 12"COIR WATTLE ' 1 0 `� ���TARET,Iiil - Sx,OQO Z
V
CONSTRUCTION NOTES: MATERIALS NOTES: c c �; s�'�ti -II' F
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95%BY �; S W o
STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER WEIGHT OF POLYOLEFINS OR POLYESTER,WHICH IS
r / FABRICS. CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS °'-°- D3.07 CONCENTRATED FLOW OUTLETS o
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, �' d SILT FENCE
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES WHICH IS SHOWN IN PART IN TABLE 6.62b OF THE - w
NOT EXCEED 24"ABOVE THE GROUND SURFACE. (HIGHER NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND ^�f iyxJ�; r fAl� NOT TO SCALE 0 Ti
FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO DESIGN MANUAL. ?u�=1r - I�12CC d
2'-3' COARSE p(„
CAUSE FAILURE OF THE STRUCTURE.) 2. AGGREGATE(SUCH AS fAI mo O
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAILROAD BALLAST 1I��25
4 WOODEN WEDGES 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM ) Y �yV
WITH NAIL AT TOP PER ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID OF 6 MONTHS OF EXPECTED USUABLE CONSTRUCTION LIFE LJJ 3
WATTLE I PROFILE VIEW JOINTS. WHEN JOINTS ARE NECESSARY,SECURELY AT A TEMPERATURE RANGE OF 0 TO 120'F. NOTES: (I) a
12"COIR WATTLE FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST V
WITH 4'MIN.OVERLAP TO THE NEXT POST. 3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE W
LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR O fY m
DOWNSTREAM 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FROM AN EXISTING ROAD. ir CC }
FILTER APRON MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE FACILITATE FASTENING THE FABRIC. 0
o
FLOW POSTS. EXTEND THE WIRE MESH SUPPORT TO THE 2. FILTER FABRIC SHALL BE PLACED UNDER.THE ENTRANCE/EXIT AND
BOTTOM OF THE TRENCH. FASTEN THE WIRE 4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER SHALL BE MIRAFI 500 OR EQUAL. z 0 0
FILTER FABRIC RENFORCEMENT,THEN THE FABRIC ON THE UPSLOPE SIDE FABRIC,USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND m
DITCH LINE OF THE FENCE POST. WIRE OR PLASTIC TIES SHOULD A MAXIMUM MESH SPACING OF 6 INCHES. 3. STONE TO BE 2-3 INCH WASHED STONE. S C w
HAVE A MIN. 50 lb TENSILE STRENGTH. S C
4. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL w
\\\ 18" \\ \ \ /� 5. EXCAVATE A TRENCH APPROXIMATELY 4"WIDE AND 8" NO SESSILT FENCE ONLY WHEN DRAINAGE AREA DOER NOT PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS
'V \/ 1 �j�\j\j DEEP ALONG THE PROPOSED LINE OF POSTS AND EXCEED 1/4 ACRE AND NEVER IN AREAS OF OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING DRAWN BY: DMS
UP SLOPE FROM THE BARRIER. WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CDC PROJECT NO.: 22335
\ \I.
CONCENTRATED FLOW CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
//j\ \j\ /.\ /� 6- PLACE 12"OF THE FABRIC ALONG THE BOTTOM AND SIDE EROSION CONTROLDETAILS
ET A IT S
.�/z\//;//�// OF THE TRENCH. 5. ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC EROSION l�l LPG t'111,K7
* FOR REPAIR OF SILT FENCE FAILURES,USE No.57 WASHED STREETS MUST BE REMOVED IMMEDIATELY.
7. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE STONE. AS AN ANCHOR WHEN SILT FENCE IS PROTECTING
UPSTREAM FILTER FILTER FABRIC AND COMPACT. THOROUGH COMPACTION CATCH BASIN. 6. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
8''STAPLES SECTION VIEW APRON OF THE BACKFILL IS CRITICAL TO SILT FENCE PRIOR TO ENTERING A PUBLIC STREET,WHEN WASHING IS REQUIRED,IT
PERFORMANCE. SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH SHEET
DRAINS INTO AN APPROVED SEDIMENT BASIN
6. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
D3.08 WATTLE DETAIL SILT FENCE C 9 31
NOT TO SCALE D3.04 NOT TO SCALE D3.01 STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE

_i1I wS
MINIMUM TRENCH WIDTHS m R.
ALL NON-FERROUS UNDERGROUND LINES PIPE DIAMETER MIN.TRENCH WIDTH GENERAL NOTES FOR STORM ¢_n ,_''e
OUTSIDE BUILDING FOOTPRINT SHALL BE FINAL BACKFILL o`il LIT�a
REQUIRED TO HAVE A MAGNETIC-TYPE 12' 30" C_m m m
WARNING TAPE INSTALLED IN THE (SEE SPECIFICATION FOR 1. ALL STORM INSTALLATION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY a�+i a pi 12
BACKFILL AT LEAST 6"BELOW GRADE. COMPACTION REQUIREMENT) 15" 34" CLEVELAND COUNTY. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, I u EXTERNAL DOWN SPOUT 18" 3g•• AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT a NEENAH R-1975-B SCORIATED LID TECHNICAL SPECIFICATIONS.HANDHOLE FRAME&LIO (SEE ARCHITECTURAL
LETTERED"STORM" 24" 48"
OR APPROVED EQUAL " PLANS) 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED STORMWATER,AND
ASSOCIATED NON-GRADING PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING
FINISH GRADE 6"UNIVERSAL DOWN SPOUT 30" 56" CONSTRUCTION.
4 IIII CONNECTION PLUG O= 36" 64"
\�\\j�/�\j�\ /\\� � � �%/\//\\j\/\\j\��jE%//*\\j\// (FERNCO USDS-6P OR ////\j/\jj\/\\j////\j/\j\j�; �r 42• 72•• 3.
ALLCLE CONSTRUCTION
.SHALL
THE CBE UNDER
THE
SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR TO
43
�" /\/;VOW. _ "/\\\�\�\/\\*,/E\ ,K\/ APPROVED EQUIVALENT) w z //\//�/�j\\/\\\�\\/jLti BEGINNING WORK. ANY WORK COVERED PRIOR TO ENGINEER'S INSPECTION IS SUBJECT TO
6"DOWN SPOUT COLLECTION ✓ /// / < UNCOVERING AND BACKFILLING AT THE CONTRACTOR'S EXPENSE.
I
4"THREADED PIPE(CONTRACTOR TO \ \�\ \
w O yu\� CLEAN-OUT PLUG COORDINATE WITH ARCHITECT o ,,, /,..--/�/2,./\„.//<\J w 64' 88" 4_ ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED CONTRACTOR. •
zw ���� FOR ANY SUPERCEDING DOWN Em 60" 96" N
T 45'BEND SPOUT CONNECTION DESIGNS 00 ' - 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND a''45'WYE BRANCH OR AND LOCATONS) m �� ELEVATON FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTFY ENGINEER OF ANY dr I 45'BEND AS REQUIRED e " CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS
O BY SITE PLAN I MAXIMUM COVER HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS V u
I PROVIDE STONE BEDDING AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO U)c
m A
FROM 6"BELOW PIPE TO TOP INITIAL BACKFILL PIPE CLASS CLASS CLASS CONSTRUCTION. > N 0
0 , OF PIPE FOR FULL TRENCH / ��� 1 1 DIAMETER I II III
WIDTH. (COMPACTED TO 98% V V ;
" , SPRINGLINE OF STANDARD PROCTOR) I2" 43' 28' 20' 6. PROTECT EXISTING SITE FEATURES(SHOWN TO REMAIN)AND NEWLY COMPLETED WORK
DURING CONSTRUCTION.ANY DAMAGE INCURREDR
DURING OR RESULTING FROM
11 I� HAUNCH 15" 43' 28' 20' CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE
1.0%MIN. 1 II
0
I ' t % (COMPACTED TO 98% REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES,AS
45'BEND(TVP) 1 OF STANDARD PROCTOR) IB" 43' 28' 20' WELL AS THE PROJECT PLANS AND SPECIFICATIONS,AT THE CONTRACTOR'S EXPENSE.
(AS REQUIRED) IIIIIIIIIIIIIIIIIMI BEDDING 24' 34' 23' 17' 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
' �/� AO OFOMPACTED STTANDARDTO PROC%TOR) 30" 34' 23' 17' CONSTRUCTION11,48 HOURS BEFORE CONSTRUCTIONTHE BEGINS.NOTIFY THEALL NOTIFY NC ONE ENGINEER AT LEAST 72
AT
NOTES' HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
36" 34' 23' 16'
1. CLEAN-OUT PIPE AND FITTINGS SHALL BE SAME MATERIAL ASTE THE DOWNSPOUT COLLECTION PIPE.SEE -- SUITABLE 42" 34' 23' 16' 8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND
PLAN FOR PIPE SIZES.CLEAN-OUT WYE TO BE SAME DIAMETER AS LATERAL.RISER,PIPE AND
THREADED PLUG TO BE 4". >o FOUNDATION MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM N
2. WHERE CLEAN-OUTS ARE LOCATED IN SIDEWALKS OR PAVEMENT,CAST HANDHOLE LID IN PLACE AND 48" 31' 21' 15' PROTECTION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL O
FLUSH WITH FINISH GRADE. _N to MIN.TRENCH E)DTH MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL STORM PIPES AND
(SEE TABLE) 54" 31' 21' 15'
3. CONTRACTOR TO COORDINATE WITH ARCHITECT FOR ANY SUPERCEDING EXTERNAL DOWN SPOUT - APPURTENANCES..
COLLECTION SYSTEM CONNECTION DESIGNS AND LOCATIONS po 0 60" 31' 21' 15' ::::'
9. CONTRACTOR IS RESPONSIBLE FOR INSTALLING,MAINTAINING,AND REMOVING ALLNECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES. (1)DOWN SPOUT COLLECTION PIPE AND CLEANOUT - •ASSUMED PIPE BACKFILL IS PLACED ANDD4.02 COMPACTED TO THE REQUIRED 98% 10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL
NOT TO SCALE OF THE STANDARD PROCTOR UTILITY SURFACE ACCESSES WHETHER THE CONTRACTOR PERFORMS THE WORK OR ANOTES: UTILITY COMPANY PERFORMS THE WORK.
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND 11. ALL HIGH DENSITY POLYETHYLENE(HDPE)CORRUGATED STORM SEWER DETENTION PIPE
INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS",AND THE PROJECT SPECIFICATIONS. SHALL BE TYPE"5"HANCOR SURELOK ADSN12 OR APPROVED EQUIVALENT WITH WATER
TIGHT JOINTS MEETING AASHTO M252,M294 OR MP7. ALL HDPE PIPE IS TO BE INSTALLED m
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,WHEN REQUIRED. ACCORDINGLY TO MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH ASTM D2321 0 0
WITH THE EXCEPTION THAT MINIMUM COVER IN TRAFFIC LOAD AREA SHALL BE 24"FOR
3. FOUNDATION: WHERE THE TRENCH IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH 4"-48"AND 18"FOR 60".PIPE MATERIAL SHALL MEET THE PRODUCT SPECIFICATIONS OF
SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER.AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE TRENCH BOTTOM ASTM F667 AND SHALL HAVE A SMOOTH WALL INTERIOR.FOR ALL STORM SYSTEMS,WORK
MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. MUST BEGIN AT THE LOW POINT OF THE SYSTEMS. NOTIFY THE ENGINEER IMMEDIATELY OF
ANY VARIANCES FROM EXPECTED CONDITIONS.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I,II,OR,III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO
EXISTING ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4"(100 mm)FOR 12"-24"(100 ram- 600 mm); 12. CURB INLET FRAME,GRATE AND HOOD SHALL CONFORM TO NCDOT 840.03E.DROP INLET
GRADE 6"(150 mm)FOR 30"-60"(750 mm-900 mm). FRAME AND GRATE SHALL CONFORM TO NCDOT 840.16.FIELD INLET COVER SHALL
CONFORM TO NCDOT STANDARD DETAIL 840.03,OPENING FACING UPSTREAM.MANHOLE w
5. HAUNCHING/INITIAL BACKFILL SUITABLE MATERIAL SHALL BE CLASS I,II,OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6"ABOVE CROWN RING AND LID TO CONFORM TO NCDOT 840.54.OPEN THROAT INLETS TO CONFORM TO ) - o
=llIE1 - OF PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS NCDOT 840.04 WITH A MANHOLE RING AND LID INSTALLED IN THE TOP FOR ACCESS TO
11=111 1=�=-(_ 1 REQUIRED IN ASTM D2321,LATEST EDITION. THE STRUCTURE. SET ACCESS POINT ADJACENT TO A STRUCTURE WALL AS TO ALLOW -
11j_ 1IIE-I(__() ACCESS TO STEPS.
�1= -1( ((-() 2, 6. MINIMUM COVER: MINIMUM COVER,H,IN NON-TRAFFIC APPLICATIONS(GRASS OR LANDSCAPE AREAS)IS 12"FROM THE TOP OF PIPE TO GROUND 13. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF o
-11_EI I-d.L IL
- 11I = - CUT SURFACE.ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION.FOR TRAFFIC APPLICATIONS,MINIMUM COVER,H,IS 12"UP TO 48"
I(-� =11J -- 7' 0' ( l-LII ' SLOPE DIAMETER PIPE AND 24"OF COVER FOR 54"-60"DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES(LATEST EDITION). S
���-1 ( _(-(2L)) -�����I I OF RIGID PAVEMENT.HEAVY CONSTRUCTION LOADS MAY REQUIRE ADDITIONAL COVER TO PROTECT THE PIPE. CONTRACTOR TO VERIFY THAT CONCRETE SHALL BE CLASS A OR B,4000 PSI MINIMUM,MEETING THE REQUIREMENTS OF
1,- 1-I�1- II- SECTION 900,CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET
CONTRACTOR TO ADD SC250 -I �=1+ ()�11=tLI=�I CONSTRUCTION LOADS WILL NOT DAMAGE INSTALLED PIPES AND PROTECT INSTALLED PIPES IF REQUIRED.
y THE REQUIREMENTS OF SECTION 940,CONSTRUCTED IN ACCORDANCE WITH SECTION 830
CHANNEL LINER TO DITCH -III, 1 i�ll� II-III. AND/OR 834.
1__1-1� II_III- 7. MAXIMUM COVER: MAXIMUM COVER SHALL BE MEASURED FROM THE FINISHED SURFACE OF THE GROUND TO THE TOP OF THE PIPE,AND SHALL BE
=IIII LESS THAN THE MAXIMUM VALUES SHOWN IN THE CHART WITHIN THIS DETAIL.
14. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED SOILS
LABORATORY UNDER ALL PAVED AREAS.
PERMANENT DRAINAGE DITCH D4.O1 HDPE TRENCH INSTALLATION DETAIL 15. COMPACTION REPORTS MUST BE PROVIDED TO CLEVELAND COUNTY STORMWATER SERVICES "
D4.04 NOT TO SCALE DIVISION INDICATING THAT FILL HAS BEEN COMPACTED TO NOT LESS THAN 95%MAXIMUM o w
NOT TO SCALE DENSITY(STANDARD PROCTOR). o
< N
PIPE OUTLET TO FLAT AREA PIPE OUTLET TO
NO WELL-DEFINED CHANNEL WELL-DEFINED CHANNEL
INCOMING PIPE I A �"�,� .A +o TA1 A �.�. dy�
,000 T - z _
SI
i40 is iiiiii
�'•<,�\q •04 ;V d o �F�
FLARED END , \ PLAN \`��
SECTION MATERIAL PLAN W
TO MATCH MATERIAL I.
La
OF INCOMING PIPE , ‘k L L T O
m
PLAN
Arm ` UJ
tEIA FILTER BLANKET RLTER BLANKETCC
SECTION AA SECTION AA O z NOTED:
1. S: IS THE LENGTH OF THE RIP RAP APRON. O
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"(MINIMUM IS (1) U
24"DEEP IF STONE IS CLASS II)
3. IN A WELL-DEFINED CHANNEL,EXTEND THE APRON UP THE CHANNEL BANKS TO AN J
ELEVATION ELEVATION OF 6"ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE o
BANK,WHICHEVER IS LESS. z
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP Q
NOTES: AND SOIL FOUNDATION. r z
1. THE DIMENSION OF THE THE FLARED END 5. COMPACT ANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED MATERIAL. W
6. RIP RAP MAY BE FIELDSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD.
SECTION SHALL BE PER MANUFACTURER'S ANGULAR AND WELL-GRADED.
SPECIFICATIONS. 7. CONSTRUCT APRON AT ZERO GRADE. TOP OF RIP RAP SHALL BE LEVEL WITH THE
2. THE SKIRT SECTION OF THE FLARED END RECEIVING CHANNEL OR SLIGHTLY LOWER.
8. ALIGN APRON WITH RECEIVING CHANNEL OR STREAM. ASSURE APRON IS STRAIGHT
0
SECTION SHOULD BE JOINED TO THE INCOMING THROUGHOUT ITS LENGTH. CC PIPE PER MANUFACTURER'S SPECIFICATIONS. 9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL. L.L c>
0
FLARED END SECTION WITH W
D4.03 RIP-RAP APRON 2
NOT TO SCALE SI CC r
o
O
O o o
5 IT
DRAWN BY: DMS
CDC PROJECT NO.: 22335
STORM DETAILS
SHEET
C941

gill l'Fs
H
ZSW„ 2 e
ENCLOSUR E HEATED GENERAL NOTES FOR WATER °J s
ENCLOSURE(SEE DETAIL)
ENCLOSED ABOVE GROUND HEATED C--� w�m m
ENCLOSURE(SEE DETAIL) 4 e 6 W N 2 G
1. WATER CONSTRUCTION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY THE $<i w Zit w
r CLEVELAND COUNTY WATER DEPARTMENT.ALL SITE WORK SHALL BE IN ACCORDANCE WITH <w
3/4"COPPER PIPE f 12"MIN ALL LOCAL,STATE,AND NATIONAL REGULATORY STANDARDS; AND ALL REQUIREMENTS IN 3 3
"K"SOFT WAS MOUNTED HEATER THE PROJECT TECHNICAL SPECIFICATIONS.
INSTALLED -CONTRACTOR RESPONSIBLE FOR
BY OTHERS PROVIDING ELECTRICAL CONNECTION
TO HEATER ENCLOSURE 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED WATER PERMITS AND
\TCOE
A 11=1 111 ASSOCIATED NON-WATER PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING N
PLAN I/ CONSTRUCTION.
A\ ( FLOW VI
I - 11 0 ' _FLQIYc) VARIES 3. ALL CONSTRUCTION SHALL BE UNDER THE OBSERVATION OF THE ENGINEER,THE OWNER,
C //��A / AND THE CLEVELAND COUNTY.THE ENGINEER SHALL PERIODICALLY OBSERVE THE PROGRESS Q G
THREADED GRASS NIPPLE FLOW IjIIA_���7lljlt ROW OF INSTALLATION AND SHALL COMPLETE A FINAL WATER AND SEWER INSPECTION. THE 0. 23
12"MIN.LENGTH I�IP`v L�II♦�I ' ,� CONTRACTOR SHALL FURNISH,SECURE,AND PROVIDE ALL NECESSARY TESTING MATERIALS,
WATER METER BOX v I EQUIPMENT,PROCEDURES,AND CERTIFIED LABORATORY TEST RESULTS FOR USE WITH 0 -
ENGINEERS FINAL CERTIFICATION OF COMPLETION.ANY WORK COVERED PRIOR TO
METAL SUPPORT 1 SLOPE To _ ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING AND BACKFILLING AT THE =y a
21.5" °�1N CONTRACTOR'S EXPENSE. V
l MOUNTING L J �'N
F 17"--{ �'F .. I I FLANGE H 3
4. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED UTILITY CONTRACTOR. 2 N o ;
>r .. .....,. .e .c. VARIES V V 3
* 4 PLAN 5. EO NOR RESPONSIBLE FRI LOO COG TRD TEN; NG TO NOTIFY ENGINEER OFD
•+"'•s x. �'+' £� '" ^•J �' ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY
THICKNESS 1.25" I THICKNESS 1.25" NOT TO SCALE CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS
THICKNESS.375" SLOPE FLOOR TO SLAB MOUNTED HEATER HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS
CONTRACTOR RESPONSIBLE FOR OPENING.GROUT IPE IN NO CONTACTZED
BETWEEN
STRAIGHT YOKE VALVE 18 .375 MIN. 2q^ DRAIN AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
METER FURN` ED PROVIDING ELECTRICAL CONNECTION PIPE AND ENCLOSURE OR CONSTRUCTION.
(LOCKABLE)AT YOKE F APPROVED DUAL 30" 0
TO HEATER ENCLOSURE CONCRETE
NLET. BY WATER NOTE: ETE(TYPICA4
LEPARTMEN,�, CHECK VALVE SEE WATER EXTENSION PLA NET PAD SIZE PAD SIZE PAD SIZE 6. CONTRACTOR SHALL PROTECT EXISTING AND NEWLY BUILT UTILITIES DURING CONSTRUCTION.
�'. SHEET FOR WATER LINE SECTION AA SIZE A B C WT.(Lbs.) SDSUT) (TEETH) (TACK) ANY DAMAGE TO UTILITIES INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY
$ I • 01 ' .v,;;�=__, ORIENTATION r To scAlE IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE
12" 1 1y�I 1 33 13 8 35 45 25 6" WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. e
I. I 1' 6 1 1/2 35 19 10 70 58 29 6" 0 m
"4�APPROVED YOKE BAR - 1 2 37 3/16 22 1/16 12 1/2 270 50 29 6" 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE 4
CONSTRUCTION ACTIVITY IS TO BEGIN.THE CONTRACTOR SHALL NOTIFY ULOCO AT
3 41 11/i6 25 9/16 14 305 89 39 6" 1-800-632-4949 OR 811,72 HOURS BEFORE CONSTRUCTION BEGINS. NOTIFY THE
.3I SS MN THREADED BRASS NIPPLE TO EXTEND
#57 WASHED STONE OUTSIDE METER BOX 12"MIN. LENGTH. VARIES 4 50 7/16 32 5/16 17 3/8 490 103 43 6" ENGINEER AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.4#53 W
# APPROVED EXPANSION CONNECTION 6 59 11/16 38 9/16 21 1/4 860 117 53 6"
3/4"SERVICE SADDLE 8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND U
WITH CORPORATION STOP 2"X4"X8"BRICK 8 69 3/16 46 1/16 26 1250 135 53 6" MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM J
®90'SPACING 10 84 3/16 58 1/16 30 1720 157 55 6" PROTECTION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL0 SFCTON A-A MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL WATER PIPES AND m
NOTE: NOTES: APPURTENANCES.
Z
1. ENCLOSURE SHALL BE COMPLIANT WITH ASSE 1060 STANDARDS FOR CLASS I ENCLOSURES, 9, ALL WATER LINES AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH NC
THIS DETAIL WILL APPLY TO ALL DOMESTIC WATER SERVICE TRANSFERS INCLUDING HEAT SOURCE AND INSULATION.ENCLOSURE SHALL BE BFPRODUCTS,INC.MODEL
AS DESCRIBED IN THE TECHNICAL SPECIFICATIONS AND SHOWN ON THE KgPoFs #270-APD,G&C ENCLOSURES,INC.MODEL WATERSAFE-1S,OR APPROVED EQUIVALENT.MOUNT CONMSTRUCTON EMANUAL.HCOO DI COORDINATE EXACT LOCATIONS
AROO ERVI�CEDLINESTANDT DESIGN&
ENGINEERING DRAWINGS. DRAIN(6"x6") ENCLOSURE TO PAD/FOOTER USING SUPPLIED ANCHOR BRACKETS. APPURTENANCES WITH THE ARCHITECTURAL,PLUMBING,AND LANDSCAPING PLANS. o o m
REQUIRED DISCHARGE PERFORMANCE
3/411 WATER METER BOX FLOW RATE(GPM): 200 2.FREE CONTRACTOR
OCE BETWEEN RESPONSIBLE
SIDES AND BOTTOM THAT
THE ENCLOSURE
ENNCLOSUREOANDE THE BACKFLOWF 12"
10. CONTRACTOR TO PROVIDE 5'MIN.LATERAL SEPARATION BETWEEN WATER LINE AND OTHER
NOT TO SCALE ISOMETRIC VIEW DETECTOR ASSEMBLY. UNDERGROUND UTILITIES. SEE DETAILS FOR GENERAL NOTES CONCERNING WATER MAIN
INSTALLATION REQUIREMENTS.
BACKFLOW DEVICE INSTALLATION IN ABOVE 11. A 3'COVER DEPTH SHALL BE MAINTAINED FOR ALL PROPOSED WATER LINES,ANY
NECESSARY FIELD ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER AND THE CITY
GROUND HEATED ENCLOSURE INSPECTOR.
3
NOT TO SCALE 12. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10'OF A CROSSING IF: N -
A. SEWER LINE CROSSES OVER WATER,OR -
B. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18".
MAINTAIN 10'HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS UNLESS LAID IN _
O SHEETED OPEN SHEETED OPEN SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 18"ABOVE THE is o
rc
TRENCH TRENCH TRENCH TRENCH TOP OF SEWER OR USE FERROUS MATERIAL FOR BOTH WATER AND SANITARY SEWER. N
EDGE OF PAVEMENT/BACK OF GUTTER MIN METER BOX BACKFILL MATERIAL BACKFILL MATERI L 13. MAINTAIN 18"VERTICAL SEPARATION BETWEEN STORM DRAIN AND WATER OR THE WATER
(WHERE APPLICABLE MIN f COMPACTED IN 6' LIFTS La
) COMPACTED IN 6 LIFTS MAIN MUSTBECONSTRUCTED E FERROUS MATERIALS FOR A DISTANCE OF AT LEAST
T
FINISHED 10-FEET TO EITHER SIDEIDEOFOF THE CROSSING.
GRADE
24"MAX 12"MAX
ROADWAY 2,1,MAX12"MAX 14. MAINTAIN 5'HORIZONTAL DISTANCE BETWEEN WATER LINES AND THE DRIP LINE.AT
BACKFILL MATERIAL BACKFILL MATERIAL MATURITY,OF TREES AND OTHER SHRUBS.
5 mum
COMPACTED IN 3'LIFTS COMPACTED IN 3 LIFTS
zM a N N
15. CLEVELAND COUNTY OWNERSHIP AND MAINTENANCE ENDS AT WATER METER AND OR THE o Es
SERVICE LINE / ''' Esr
a (INSTALLED BY OTHERS) FIRE LINE ISOLATION VALVE.WATER SYSTEM BEYOND IS TO BE PRIVATELY OWNED AND 0 W
II - u MAINTAINED. C N
NI y / 16. METERS,VAULTS,AND FIRE HYDRANTS ARE TO BE PLACED IN RELATIVELY FLAT AREAS.
O• NOTES: UADI HTURBED J NOTE: UNDISTURBED 6
P'3 WATER LINE PVC SLEEVE SHALL BE REQUIRED FOR ALL RT BELL HOLES NOT SHOWN EARTH 17. BRASS FITTINGS MUST BE LEAD FREE PER CLEVELAND COUNTY REQUIREMENTS. "' z
SERVICE LINES INSTALLED UNDERNEATH
OVERCUT EXCAVATION
SIDEWALKS OR OTHER PERMANENT STRUCTURES. STANDARD EXCAVATOR
18. CONTRACTOR RESPONSIBLE FOR ADJUSTING EXISTING WATER APPURTENANCES AS
ELEVATION VIEW NECESSARY DUE TO ANY SITE CONSTRUCTION OR INSTALLATION.
EDGE OF PAVEMENT BACK OF GUTTER PVC SLEEVE DIAMETER SHALL BE AT SHEETED OPEN D0II, y
/ 3 LEAST 1/2"LARGER THAN THE OUTSIDE SHEETED OPEN TRENCH TRENCH 19. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED \' N//-*/�,._1`
7(WHERE APPLICABLE) rcll DIAMETER OF THE COPPER SERVICE LINE. TRENCH TRENCH v v •�> <� BACKFILL MATERIAL SOILS LABORATORY UNDER ALL PAVED AREAS. �,C �Zy ;-�
�`� MINIMUM LENGTH OF BRASS NIPPLE BACKFILL MATERIAL COMPACTED IN 6"LIFTS s 0 o Q' ,�o
-TAPPING SADDLE& SHALL BE 12 INCHES(12"). COMPACTED IN 6"LIFTS 20. CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS _:p z
/ CORPORATION STOP .,mAX .. FOR PREPARATION OF FINAL RECORD DRAWINGS. _ ,J`'�A•-S _ -
_ WATER METER BOX -U ao Q°?"-"I
`
21. PRESSURE TEST WATER MAINS TO 200 PSI MIN.AND 250 PSI MAX. AS PER CITY OF =�Y°• F,�
PROPERTY ONE s"i" ASHES LLE REQUIREMENTS.DISINFECT WATER LINES AND PROVIDE ACCEPTABLE °°. A P;\
C 1"MUNICIPEX Al SPRING LINE OF PIPE 111110111
ROADWAY\ --- w - •�'B i --' SERVICE LINE SPRING LINE OF PIPE BACTERIOLOGICAL TEST FROM A CERTIFIED TESTING LABORATORY FOR USE WITH THE �'� gY...0,O
�/ THREADED BRASS NIPPLE IMOENGINEERS CERTIFICATION OF COMPLETION. �\ ``"
j> 3 '< WASHED STONE NMI 22. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION BY THE ENGINEER OF THE WATER
I WASHED STONE EMBEDMENT
j EMBEDMENT ‹ SYSTEM PRIOR TO ISSUANCE OF FINAL OPERATION APPROVAL BY THE CITY OF
UF/ ADDITIONAL WASHED STONE FOR ASHEVILLE.SERVICE WILL BE PROVIDED ONCE FINAL CLOSEOUT SUBMITTALS HAVE BEEN
UNnISPURRED J _ APPROVED BY THE CLEVELAND COUNTYS ENGINEERING DEPARTMENT.
/ !� RIK UNDERCUT EXCAVATION ONLY
AS DIRECTED BY ENGINEER L"'
NOTES: o �' 23. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE
STANDARD EXCAVATION 7/
CONSTRUCTION OF TRENCHES IN WET CONDITIONS UNDISTURBED) OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING
SHALL BE IN ACCORDANCE EARTH PUBLIC WATER SYSTEMS IN NORTH CAROLINA.THESE GUIDELINES ARE THE MINIMUM 1
PLAN VIEW WITH THE LATEST OSHA UNDERCUT EXCAVATION REQUIREMENTS. THE DEVICES SHALL BE LISTED ON THE UNIVERSITY OF SOUTHERN
REGULATIONS. CONTRACTOR IN UNSTABLE SOILS TYPES CALIFORNIA APPROVED ASSEMBLIES. THEY SHALL BE INSTALLED AND TESTED BOTH CC
SHALL BE RESPONSIBLE FOR
COMPLIANCE WITH ALL INITIAL AND PERIODIC TESTING THEREAFTER)IN ACCORDANCE WITH THE O
TYPICAL WATER METER APPLICABLE REGULATIONS. MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS-CONNECTION CONTROL z
NO BOULDERS OR STONES PROGRAM,WHICHEVER IS MORE STRINGENT. '/� Jo
D5.03 INSTALLATION IN EXCESS OF 4"IN SIZE 24. RESTRAINED JOINTS BY AN APPROVED PIPE MANUFACTURER ARE TO BE USED FOR ALL n
NOT TO SCALE SHALL BE USED AS PART
OF THE INITIAL BACKFILL. PUBLIC LINES WHERE THRUST RESTRAINING IS REQUIRED; HOWEVER,THRUST BLOCKS
DS.OZ TYPICAL TRENCH DETAIL ARE PERMITTED WHERE CONNECTIONS ARE MADE TO EXISTING WATER LINES OR WHERE J
NOT TO SCALE THE USE OF MECHANICAL RESTRAINT IS NOT FEASIBLE.
PIPE BEDDING MATERIAL Q
SHALL BE#57 WASHED
STONE. }
W N
CC
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CC d
CO
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0
O
2
DRAWN BY: DMS
CDC PROJECT NO.: 22335
WATER DETAILS
SHEET
C961

z Fi<
P'm ;l9
a'w Hw
LL :iu
"a 5=°
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH <u
EQUIPMENT AND VEHICLE MAINTENANCE ¢3
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. sravenRE vnlR LINER 3
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide dripunder anytorede t. Act a '�`pans s quipmen p d
activitybeingconsidered from liantwith the Ground Stabilization and Materials Handling
° p g 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the j,P„•;� - ''
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The '^" ...cr'
permittee shall comply with the Erosion and Sediment Control plan approved by the Project q
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 M j Ez I p eeaiem-• e
may not apply depending on site conditions and the delegated authority having jurisdiction. Removhazarde
ueakings (rerycland coe when possible]. o of -,d.,s.m.
5. Remove leaking vehicles and construction equipment from service until the problem - -^^ eo Q. .
SECTION E:GROUND STABILIZATION has been corrected. °,,, """¢"""-' ,rafr.11+- a.
Required Ground Stabilization Timehams 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products aLa m��„ we
to a recycling or disposal center that handles these materials.
Stabilize within this '" Hya
Site area Description many calendar Timeframe variations oro.r -q_... mnngr .cam..na+ec)eralk'TM'"A� ,.Q -
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE a"^r•awp nr s " Q1
land disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers. �.y 0
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS °�d o
wales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
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 ono
(b) High quality Water None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(HOW)Zones 7 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
Ic) Slopes steeper than slopes are length from upland areas and does not drain directly to a storm drain,stream or wetland. additionthe mixer and associated materials on ion barrier and within
If slo 10'or less in lets hand are place pervious
3;1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter sill fence. 0
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
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 an 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
CI
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project. V
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 leas[5rfeet from storm drain inlets and surface waters unless it
(e) Areas with slopes can be shown that no other alternatives are reasonably available.At a minimum, ie
Flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface W
there is zero slope waters unless no other alternatives are reasonably available. install protection of storm drain inlet(s)closest to the washout which could receive Pe
3. Contain liquid wastes in a controlled area. spills or overflow. _
NotedAfter the permanent be convertn df construction permanent
Loe easilyall a stone0permanent ground stabilization assoonas 4. Containmenlmust be labeled,sized and placed appropriately for the needs of site. 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. 2
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
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Past signage an the washout itself to identify this location. _
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags other tee structural
Stabilize the ground sufficiently so that rain will not dislodge the sail.Use one of the streams or wetlands unless there is no alternative reasonably available.If 50 foot Phen utilizing
alternative
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence orplace components when manufno acturer's
is irstuc When utilizing alternative or proprietary
products,follow manufacturer's instructions. o u o m
nnraa on ermanen uailnra ion .gravel pad and surround with sand bags. 10.At the completion of the concrete work,remove remaining leavings and dispose of
covered wnehstaw or t with strawor 2. Provide staking or anchoring of portable toilets during periods of high winds or in high an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance
Meer mulches a na tackeerz other mulches ackifieeea z foot traffic areas. caused by removal of washout.
eti:z fabrics such as persite sail 3. Monitor portable toilets for leaking and properly dispose of any leaked material
n can vn or Ge m m
nfo reemem matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without tempura re grass ` with properly operating unit.
•eett lea straw arath•r re •Strotaa,art.r murmur sob neap covered HERBICIDES,PESTICIDES AND RODENTICIDES
•Rtes.sM1aeee'ngPpl whh much 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
•unikrm end evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient 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 3
•Structuraleaauc as centre.,WeI 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 _
¢thing wells and surface waters unless it can be shown no other alternatives are reasonably accidental -
•tel eresdneelnn l podonse MI grass seed available. a poisoning. m
1 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is H -
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water.Ifaspill occurs,clean area immediately. -
o
1. Selectflocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. q. Do not stockpile these materials onzite.
construction,selecting from the NC DWR List of Approved PAMS/Floccul°its. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance a
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOOIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
_ 1. Create designated hazardous waste collection areas en-site.
4. Provide pending area far containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite. 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19
PART III PART III PART III - (`r Z
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
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported . rrfr,
below.When adverse weather on 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: ry•7 r'i�
personnel to be in jeopardy,the inspection may be delayed until the next business day on dE&SCmusthe keptup-to-date throe hoot the coverageunder thispermit. ,'`\'. °
which i[issafe to perform the inspection.In addition,when a storm event of equal ic or approve pan pg (a) Visible sediment deposition in a stream or wetland. ;Qve� ° d,•°
The following items pertaining to the E&SC plan shall be kept on site and available for v�,'"iss
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be 1 atall times duringnormalbusiness hours. 3�° o i.06
performed upon the commencement of the next business day.Anytime when inspections inspection lb) Oil spills if: -Q°
were delayed shall be noted in the Inspection Record. Item to Document Documanrauon Requirements • They are 25 gallons or more, - °°u' Ue?
I al Eerh Eric measure has been installed Initial and tler asth E&sC meuut.on•tow • They are less than 25 gallons but cannot be cleaned up within 24 hours, "s°°O 4'°��
In ea.t Were normal Insane..reoereenuee ado and does not sy.nlfirantly deviate from the of the approved EgSC pion or complete,dots
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evasions n on n am • They cause sheen on surface waters(regardless of volume),or
wlrs rowel oa4e1ui.ioiaes shtown on the apc:c,.L ESSE plan. • They are within 100teet of surface waters(regardless of volume)y rain eau,*oineeratiore am made dinire Eneek•nd ar .
lan This
tion is
on
min sofideforkwa in aeon of tea EFeSC measures por if
ne
e.rek.el days land,his will eedernere 11 a sae InspeeLbn e tn.EE.SC ores are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
rovElodl.Dar on whkh re rainrall occur.shall be record*. installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
e•,sic.:raammnl n dente lb)Apra•of nulling he silt templ•tea. copy of the•eerw•E EtSC (Ref:40 CFR 302.4)or G.S.143-215.85.
III L pnu4 plan or complete,data antl sign•n Inspoctlen
reportto pe+um ronstruaindicat M1ecompletion d[he (d) Anticipated bypasses and unanticipated bypasses.
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^ NAM^ol.nerr,errro mee.a..e p 2 (r)G cover 6located and instal.instal. Initial and date a copy of the approved MSC W un. rdance witapprovedg5 the appretl EC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
.us•^. p reperete lndlcete compliance with approved environment._ //'•�R�
In ere +Ie p ground cover spedlcatIons. CC
e,u+u ppe:I er a Id)Th a m•inten on nand weir Complete,de••nd sign on inspection report. 2.Reporting Timeframes and Other Requirements O
rave tram•rta f or.iedts[m•uur.a After ttee becomes aware of an occurrence that must be reported,he shall contact L
Inch In n. have been performed. a appropriate
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W▪ oos _ lei Corrective actions Nava boon taken Initial and tlea a copy dtoe approved EPSC the appropriate Division regional office within outshe ide
enormalframes and in accordance with the
6.Dessfiefinn*dome,end doeoroan•cLO•MiEn3LIFen. m ECECmeeaero. date Ins other requirements listed below.Occurrences outside normal business hours may also be Cr) ti
HI Arinw.ral nc•pw udrai•w.nu then+nmmro pen ermmp complete, 6n en pemon reported to the Department's Environmental Emergency Center personnel at(800)
rota 1,1Enclordrys l tee made.mveit
andwithin Ed. 1.Actions Laken p stabiliserlesee�eeerrrerfw•ten corrective action.
ne that completion of the 858-0368. J
Inchhomers feu thesite limes, <
In and 2.Additional Documentation to be Kept on Site iziecurrenee Reporting Titre.tames Woo D meervl amatl•ar Reguirea..ae ZZ
Woos 3.Anaplansnanal:o:ha:,aauwnweon,iol lour. In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible men[ or electroMcnotiliaatian.
Dlssa+n+er +- site and available for inspectors at all times during normal business hours,unless the deposition
onina ne • MIA.7 calendar n o description of the
_ ew a°O va r, _ e^ Division provides a site-specific exemption based on unique site conditions that make men and ions takenetpoaaar ssm raise dmeaeposiuoa.
this requirement not practical: on stalfm r,e the q arnentb awrue pro ona W O
Mh r.i+m °d�cFdP e^eem�eelercebeelam.iea:+eileme.brv.rc case-by-case bass. re ur ore rt
bSl Inch In Amends el Ls.puiea r.peru LEO*apprapraLELYwn • ifw a stream u named on the NC3oalarlistasimpairezforxzinem-
(a) This General Permit as well asthe Certifieste of Coverage,after it is received.
A•'anl o i..sor An Ilk Starer,Yen I2II.1 al Me some. Perform additional J
....n.vane creed,. row stSC (b) Records of inspections made during the previous twelve months.The permittee shall uus, compliance
insoeaions or apply more stringent practices ilsisrff
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....e con soar.[¢^ marry m record the required observations on the Inspection Record Form provided by theCC ccrun determine that re oare,re co
n Laicals.
uw dr .peen.pee•+new Division or a similar inspection form that includes all the required elements.Use of -federalorstae impai an oral or red-waters notdiom rue nru0raeon r'
rased. electronically-available records in lieu of the required paper copies will be allowed if Ibio mots an a •
s �o eintsormatiue abootmeaate,wne,naare,vowme anda,DeeureeetellenLhaL 0
`e ground'aeled shown to provide equal access and utility as the hard-copy records. hazardous location don a spill or release.tinanie �,a
.e wnlel� .r'm'aal.r a pwe.de 3.Documentation to be Retained for Three Years substn `r" W
All data used to complete the a-NO1 and all inspection records shall be maintained for a period
afbA-It)abwe 'a.b
mrerissini
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 122.411 bypasses Id ntb ac one�oas®Iwincl a an evalatio d al
a rneepated uality.. �/,
sea srchnllvl[Fit on of rh a anticipated quality era __ N
atlm)M] effect of me bypass. ct
PART II,SECTION G,ITEM(4) Id)zun otd nation. orCC
byzas`ssi[a0 CFR Fin mlaedo,a repo at includes an evaluation done
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Im)M] quality and effect of the bypass.
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3
lal Noncompliance ore not,firation. Z 0
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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 dawn esrriptioa a the
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 Srishpemniaxthat period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: n o the
of the Sc,compliance has not 8 5
r ecp�m to Z L r
environm(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur.The non-surface withdrawal CFR tzz`ntl4o ken(oertplanl ea mnreampeiaelitrrvnaae,and
shall not commence until the E&SC authorityhas.approved these items, 4t191T11 prevent occurre,erien of ne non:tnn,eanceu(eocreetenel9(s)-
pan ppro • onstaff may v,aiue me rage irementb awrYten repo•ton a DRAWN BY: DOS
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part Ill,Section C,Item(2)(c)and(d)of this permit, case-by-case bass. CDC PROJECT NO.: 22335
(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, NCGO1 NOTES
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, 1V li�I 1 NOTES
1J
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 SHEET
C998