NCC231111_Site Plan or Location Map_20230508

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TOWN OF ANDREWS, NORTH CAROLINA
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THE BROADWAY GROUP, LLC
216 WESTSIDE SQUARE Moo w
HUNTSVILLE, AL 35801 M
ROBERT M. BROADWAY " �,,:(;
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(828) 533-7287 ° d�z
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VICINITY MAP
(NOT TO SCALE)
INDEX OF SHEETS
SHEET NO TITLE
C000 COVER
US HWY.19/74
-- SURVEY
C101 EXISTING CONDITIONS AND DEMOLITION PLAN z
SUBJECT C201 SITE PLAN N PROPERTY III
C301 EROSION CONTROL PLAN 'O CC
C401 FINE GRADING PLANS g O
C501 STORM DRAINAGE PLAN a ` o
C502 STORM PROFILES .55SZ OO i r/�
A VJ A
C503 STORM PROFILESF.
C601 UTILITY PLAN 00,0 QJ o
C921 SITE DETAILS 31�SOC\S� 5A ,, ` a
0 .,
G o
C922 SITE DETAILS S A IIIo
C931 EROSION CONTROL DETAILS
C932 EROSION CONTROL DETAILS s, CC
C951 STORM DRAINAGE DETAILS VJ
C961 WATER DETAILS
C971 SEWER DETAILS 8 I t IIIC998 NCGO1 '
CC A
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DEVELOPMENT DATA DRAWN BY: EDL
CDC PROJECT NO.: 22262
OWNER/DEVELOPER: THE BROADWAY GROUP,LLC PERMIT NO. TBD
216 WESTSIDE SQUARE
HUNTSVILLE,AL 35801
CONTACT: ROBERT M.BROADWAY
(82B)533-7287
CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. SHEET
168 PATTON AVENUE
ASHEVILLE,NC 28801
CONTACT: BEN MUNN,P.E.
(82B)252-5388 O 0 O

NOTES:
I)THIS PROPER,IS ENTIRELY LOCATED WITHIN TONE X-MINIMAL FLOOD N p
RISK"AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY Q II
PER F�/Z M.#3]00555600J f 37O0556600J BOTH BEING DATED LEGAL DESCRIPTION(PARCEL 5556-1693-8667-000) TOTAL AREA u9 HWY.I9n9
1 1/1BEING LOCATED WITHIN THE TOWN OFANDREWS.CHEROKEE COUNTY.NORTH OF SURVEY:
2)PROPER,SUBJECT TO ALL RIGHTS-OF-WAY AND EASEMENTS OF CAROLINA;BEING THE PROPER,DESCRIBED IN DEED BOOK 1458 PAGE 483
RECORD,INCLUDING.BUT NOT LIMITED TO,THOSE SHOWN HEREON. (CHEROKEE REGISTRY)AS TRACT 3 AND BEING MORE PARTICULARLY DESCRIBED AS 1,426 ACRES
FOLLOWS: 0
3)BUILDINGS,SURFACE AND SUBSURFACE IMPROVEMENTS ADJACENT TO T, ..
THE SITE ARE NOT NECESSARILY SHOWN.SUBSURFACE AND BEGINNING AT AX5 REBAR LOCATED AT INTERSECTION OF THE SOUTHERN MARGIN OF
ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR CONSIDERED AS THE PUBLIC RIGHT OF WAY LOCATED OVER FIRST STREET AND THE EASTERN MARGIN C `A - U 2 m
PART OF THIS SURVEY NO EVIDENCE OR STATEMENT IS MADE OF THE PUBLIC RIGHT OF WAY LOCATED OVER OAK STREET;SAID REBAR BEARING • h W W 3
CONCERNING THE EXISTENCE OF UNDERGROUND CONDITIONS,CONTAINERS, STATE PLANE COORDINATES(NA0.3 EPOCH 2011):N-OP 0.43 FEET AND E_
OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS SOUTH 5.51 FEET;THENCE RUNNING FROM SAID POINT OF BEGINNING AND WITH THE ➢ P\PSS SS A p p O N
PROPER,. SOUTHERN MARGIN OF FIRST STREET NORTH UNNIN56'EAST A DISTANCE OF 145.82 Q A 1suRVEr
FEET TO A#4 REBAR;THENCE TURNING AND RUNNING Sourn 26°41'12"EAST A /^� d.
Al AREA BY COORDINATE COMPUTATION. DISTANCE OF 74.91 FEET TO AX5 REBAR;THENCE TURNING AND RUNNING SOUTH W ® C
6ASTER 2°WEST A DISTANCE OF 149.93 FEET TO A#4 REBAR LOCATED ON THE O h 3 3
5)ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND ARE US EASTERN MARGIN OF THE PUBLIC RIGHT OF WAY LOCATED OVER OAK STREET;THENCE / - yt ® o P.w
SURVEY FEET MEASUREMENTS.THE COMBINED GRID FACTOR FOR THIS FOLLOWING THE EASTERN MARGIN OF OAK STREET NORTH 26°36'08T WEST A O
SURVEY IS a99979222. DISTANCE OF 75.O4 FEET TO THE POINT AND PLACE OF BEGINNING. / / yN IP% 1 K�
61 NO BUILDINGS/STRUCTURES WERE LOCATED ON THE SUBJECT HAVING AN AREA OF 0.258 ACRES/1 1237 SQUARE FEET / i� # LI
PROPER,AT THE TIME OF THE FIELD SURVEY. / K
])TIE VERTICAL DATUM FOR THIS SURVEY IS NAVD.,THE CONTOUR / VICINITY MAP O
INTERVAL IS ONE FOOT LEGAL DESCRIPTION(PARCEL 5556-1693-5684-000)
BEING LOCATED WITHIN THE TOWN OF ANDREWS.CHEROKEE COUNTY.NORTH / NOT TO SCALE
84 IN REGARDS TO THE EXISTENCE/EVIDENCE OF UNDERGROUND UTILITIES CAROLINA;BEING THE PROPER,DESCRIBED IN DEED BOOK 1458 PAGE 483 /
THE SURVEYOR PLACED AN NC 81 1 DESIGN/SURVEY LOCATE TICKET (CHEROKEE REGISTRY)AS TRACT 2 AND BEING MORE PARTICULARLY DESCRIBED AS / /�6/
STATEMENT CONCERNING MATTERS OF SURVEY INCLUDED UNDER SCHEDULE B.
REQUEST ON THE SUBJECT PROPER,.IT IS ADVISED THAT THE SURVEYOR FOLLOWS: 550 PART TWO TITLE EXCEPTIONS(PER TITLE COMMITMENT.022101 4 6-I1:
HAS LOCATED AND SHOWN HEREON ANY MARKINGS PLACED BY OTHERS A5 / I
A PART OF THAT LOCATE REQUEST THE SURVEYOR HAS ALSO SHOWN,BY BEGINNING AT AX4 REBAR LOCATED ON TIE SOUTHERN MARGIN OF THE PUBLIC / Off/ J77 96 / ITEMS#I THRU X2
SCALING OF PROVIDED GIS MAPS,UTILITY LINES SHOWN ON SAID MAPS. / / / DO NOT CONTAIN MATTERS OF SURVEY J
IT 15 FURTHER ADVISED THAT NO CLAIM 15 MADE OR IMPLIED HEREON RIGHT OF WAY LOCATED OVER FRST STREET;SAID REBAR BEING LOCATED NORTH -
THAT THE UTILITIES SHOWN HEREON ARE REPRESENTATIVE OF ALL UTILITIES 63°24'S6"EAST A DISTANCE OF 149.82 FEET FROM AX5 REBAR LOCATED AT APPC MR. / / I]]].36 / ITEM X3
INTERSECTION OF THE SAID SOUTHERN MARGIN OF THE PUBLIC RIGHT OF WAY /
THAT MAY EXIST ON/AROUND THE SUBJECT PROPERTY MUTMLL NOD, / -� / SURVEY PROVIDED
LOCATED OVER FIRST STREET AND THE EASTERN MARGIN OF THE PUBLIC RIGHT OF
9)THERE WAS NO VISIBLE EVIDENCE OF RECENT EARTH MOVING WORK. WAY LOCATED OVER OAK STREET-SAID XS REBAR BEARING STATE PLANE OBTAINS/ oN`\ ]]64D / / ITEM MI
COORDINATES(NA083 EPOCH 20111E N=563,690.43 FEET AND E=559,755.51on
BUILDING CONSTRUCTION,OR BUILDING ADDITIONS OBSERVED IN THE FEET;THENCE RUNNING FROM SAID POINT OF BEGINNING AND WITH THE SOUTHERN 50'PUBLIC MIN / W.
NO MATTERS OF SURVEY SHOWN IN PLAT CABINET/BOOK ASLIO PAGE 4 HAVE
PROCESS OF CONDUCTING THE FIELDWORK. MARGIN OF FIRST STREET NORTH 6,24'S6"EAST A DISTANCE OF 215.87 FEET TO A CYR SCALING OF PB A PG 41 / / 56 BEEN WITHHELD ON THIS PLAT. 'L IL
X4 REBAR;THENCE TURNING AND RUNNING WITH THE WESTERN BOUNDARY OF THE 5. 776.2I' /'� _ /
X4 REBAR
10)THERE WAS NO OBSERVED EVIDENCE OF PROPOSED CHANGES IN PROPERTIES OF SAMUEL W MLAFEE(RECORDED IN DEED BOOK 1446 PAGE 172 6 / / \\'. /"L/ // a 1'A.G.) ITEM X5
STREET RIGHT OF WAY LINES OR RECENT STREET OR SIDEWALK DEED BOOK 1532 PAGE 1082)SOUTH 06°SBYJB"WEST AND PASSING A#4 REBAR A / O•"� /� //7 -5 THE SUBJECT PROPERTY BOUNDARY LINES RUN COINCIDENT WITH THE PUBLIC
CONSTRUCTION OR REPAIRS. DISTANCE OF 57.32 FEET FOR A TOTAL DISTANCE OF 251.70 FEET TO A X5 REBAR / I]]6 2 / C / SAMUEL W MCAFEf RIGHT OF WAYS LOCATED OVER FIRST,MAIN AND OAK STREETS(AS NOTED 0
/ I]7629 /Y \ / \/ PIN:5566-1303-1853-000 HEREON).
I I)IT IS THE PROFESSIONAL OPINION OF THE SURVEYOR THAT THE NOTED LOCATED ON THE NORTHERN MARGIN OF THE PUBLIC RIGHT OF WAY LOCATED OVER / 7y' / J
MAIN STREET;THENCE TURNING AND RUNNING WITH THE NORTHERN MARGIN OF MAIN / ONI / 17 / / _ DB 1446 PG I72
BOUNDARY MONUMENTS ARE NOT LOCATED IN THE CORRECT POSITION / / `` m PB G PG 27] ITEM X6
STREET SOUTH 6,23'16"WEST A DISTANCE OF 226.51 FEET TO A 45 REBAR / / ` / \
FOR THE MEMORIALIZATION OF THE SUBJECT PROPERTY(TRACTS 16 2) / 1776.32' / ANY EASEMENTS AND/OR RIGHTS OF WAY FOR PUBLIC AND PRIVATE ROADS
BOUNDARY LOCATION.THESE NOTED MONUMENTS HAVE NOT BFEN HELD LOCATED ON THE EASTERN MARGIN OF PUBLIC RIGHT OF WAY LOCATED OVER P^6 _ /i _"_ 177'q 2' \-/` AND UTILITIES ARE SHOWN HEREON PER THE PROVIDED TITLE COMMITMENT AND
OAK STREET;THENCE TURNING AND RUNNING WITH THE EASTERN MARGIN OF OAK / / -' /
HEREON AND ARE SHOWN FOR REFERENCE ONLY.THIS OPINION IS BASED o,"'O > / / /� ARE LIMITED TO THOSE DISCLOSED THEREIN. y
ON THE COMPARISON TO OTHER RECOVERED BOUNDARY MONUMENTS AND STREET NORTH 26°36'08"WEST ADISTANCE OF 134.83 FEET TO AX4 REBAR; / / /// �� ^ "/)�,\ �1�� C.c.
THENCE TURNING AND RUNNING NORTH 6,2202T EAST A DISTANCE OF 1..93 FEE( ''\m _ j///`\ --- ITEM X] V LZ
THEIR RELATIONSHIP POSITIONALLY TO ONE ANOTHER. FIRST STREET / 177695 /_ /TO AX5 REBAR;THENCE TURNING AND RUNNING NORTH 26541'I2°WEST A DISTANCE p
OF 74.51 FEET TO THE POINT AND PLACE OF BEGINNING. (PUBLIC-ASPHALT) / / \ SURVEY ACREAGE REPORTED HEREON
121 THE NOTED ALLEY IS ILLUSTRATED IN PLAT BOOK A PAGE 4.THE
/ L//��\y 07)i/ N _-� #4 REBAR
CURRENT PROPER,LEGAL DESCRIPTION ENCOMPASSES THE PROPERTY / \ /i /L2. - -- (O I'A.G.) ITEM X. O(3
OVER WHICH THE ALLEY EXISTS BUT INCLUDES REFERENCES THAT THE HAVING AN AREA OF 1.168 ACRES / J/off' 1776. /i/ //--- \ --_ -- N, GOES NOT CONTAIN A MATTER OF SURVEY }' Z O
SUBJECT PROPER,MAY BE SUBJECT TO THE RIGHT OF WAY ASSOCIATED / ///j / ,/�I 3W
WITH THE SAID ALLEY.IT IS ADVISED THAT A RIGHTOF WAY ASSOCIATED / /o \ 1L()` /_j,/ / --_-----_\ - •v C
WITH THIS ALLEY MAY APPLY TO THE SUBJECT PROPERTY / 6,5 \\ e366''Tp06 //i/// - l---___ �I 6
13)THERE WERE NO OBSERVED STRIPED/DEDICATED PARKING SPACES ON / • \ �. 2A•yb(15 G0 GiX6. / ---- _/`_------- 1 O ZONING DATA:
THE SUBJECT PROPER,AT THE TIME OF FIELD SURVEY / / /p+T \ \ /-/I7JN�N/J0i_\` ------//`/L7B5•i /----- \
TOWN OF ANDREWS,CHEROKEE COUNTY-NC Q
/ d� \ \ -�=- _ -- // // - 3 THE SUBJECT PROPERTY 15 ZONED CENTRAL BUSINESS(CB)PER THE ZONING
ORDINANCE OF THE TOWN OF ANDREWS,NORTH CAROLINA.ZONING
/ \ - -- \ // / REGUUTIONS FOR THE CENTRAL BUSINESS DISTRICT AREAS FOLLOWS:
REFERENCES: / \ �- /�/�- -- - X4 REBAR -- /// // _ h
S URVEY POINT OF BEGINNING / / \ /---//�i-� '1 \ !O.I'B.G./ -/ _ - - O -BUILDING HEIGHT RESTRICTION:35'MAXIMUM HEIGHT O
-DB 1488 PG 483 - -`-Ts / - -.I
-DB 12l I PG 640 #5 REBAR(0.2'A.G.) / i \ �% \ Y N --` ` i -AREA REQUIREMENT:NONE
-PBAPG4 NWEST CORNER OF LOTH. -2 \ \ \- _ / � I w
-TITLE COMMITMENT PREPARED BY HIGHLAND BLOCK"E"PS A PG 4 / dU \ /�%/ \% \\ iS _--i / OE 1 f p
SPC=563,-201 I): 'C _� - -DENSITY REQUIREMENT:NONE I�w pp
TITLE(ISSUING AGENT FOR RING NO TITLE N=5E3,69043' / / \ / // / \\ \�i N� __-i` \ /`1t Q O
INSURANCE COMPANY)BEARING NUMBER E=559,78551' / / / \ \P\B� --- ---//_ 2"W�uT _ All '�
2022 1 0146-1 AND BEING DATED 10/19/2022. //i M'- -LOT W1pTn REQUIREMENT 20 FOOT MINIMUM 1 1M1
/ / /_- #4 REBAR(0.1'B.6 Y _I41�\ F�1 Kp 2
Q / BZF NOi HELD- -
-�� V
/ /i/ \A SEE NOTE 11 \� -1789.24 ,' \ -BUILDING SETBACK(YARD)REQUIREMENTS:NONE(SEE ORDINANCE FOR K
V/ /T _2/ \ \ _# .20£-PT- /_--- '/�� FURTHER DETAILS) i.' PI,'
/ /�\ //�//9` u\\\ \\ ''�'�%-X'- -_ ----- -\ / / / Ij� `� w 1pm m
/ \ .6 @` \� -BULK RESTRICTIONS: M w
/ �/// h66ry4E 6 \ \ \ J�\ ---- \ i I SAMUEL W.MGFEE -OFF-STREET PARKING REQUIREMENTS APPLY PER SECTION 1013. z WI t'p O
NGS CONTROL 1\ 7 / /rs S 'l \ l \ 175943 -OFF-STREET LOADING ANC,UNLOADING SPACE REQUIREMENTS
MONUMENT"ANORENv" 5 89°2236 W 1793.B2' \0"s , // h R�- \\ _/XS REBAR \ Y •4 PIN:5566-1303-1639-COO Q
SPL(NAD83-201 I): 445.14'(GRID DISTANCE) // -_ / / \---#4 REBAR i0.2'B.G.) `1 * (0.v B.6 J / I DB 1532 PG 1082 APPLY PER SECTION 1014. ¢ L^ Uj V�j
445.23'(GROUND DISTANCE) / - - 1 7 N NE - ���), _ I 1 PB A PG I8 -SIGN COMPLIANCE REQUIREMENTS APPLY PER SECTION 1016. 1
N-563,685.59' _ 01
�' PIN:5556-1693-8667-000 SEE NOTE#its
E=.-1781.11' �� - - \_Qvf')?/ 1/l STNUi \ PEN, / I I Q
EL.=17.1.11' B �� AREA-11,237 SO.ACRES _ '�- 3f \/ I�NOY\2 \ I 0 SOURCE:THE ZONING ORDINANCE OF THE TOWN OF ANDREWS,NORTH
(BASIS OF SURVEY ELEVATIONS) / dU \ /' (1 \ \ 11,237 SQ.FEET � OPVNOh \ v CAROLINA
s MAIL
r / I \ \ \ '�` e� \ \ nB9sB ro
(NAIL IN 54.37' �sP >� \\ :\ i \\i�%/// Ag g3 / \\ //�\/ \ \\ \\ + m�
\ \ \ \L / 5'5'5,- o11/\ I
\\ ` \\ PIN:5556-1693-9654-000--1790'-�
g \ E w` / \ AREA-1.168 ACRES \
�� N ,yh6 SEE,H� \ \
STATEMENT CONCERNING ENCROACHMENTS/PROJECTIONS: \ 6\ \ // 6 ' / _ \
NO ENCROACHMENTS/PROJECTIONS OBSERVED \ Ny _7y6'�--I�� 9_65 \ / /\ I
� X 6MESTNUT \\ \ 0
\ a\ \I]96]D' /
RIM EL:I796.33' \ ® I / \ \ \ \\ \- Q
APPX INV.(CO TOP • \ y62�t'► \ \ \ D. y_
OF DEBRIS):179O.8' 7 O X4 REBAR \ #5 REBAR(FL.W G.) _
NOTE:SMH OBSTRUCTED, \ s (0.2'B.G l \/ / / 11I \ 65 REBAR 2 C
NO FLOW WAS OBSERVED \ 98 7633. \ /\_---�-36°PE \ I \ OS%B"SMOOTH O V
IRON ROD(0.2'B.G.), 0 19 / \ I \ DISTURBED(NOT H\0) ,) 5 06°5808"W 13'03"E J O
/ - \ / \ / N / 15.42'RIB) - N BO°37,(TIE) W
HEM REBSEE(003'B#11 \ / LP E
NOTITIS TO#4 REBAR HELD: \ \ i\7 I(\ w \ / // / C.
N. 36 CNE)
5 2d17'18"W 6.33' v m' /\ \ // / `B•PECAN y5\•fit 1791 ,k
LEGEND E ABBREVIATIONS: \ s\ \ I / / .N NGD� D9 1]91.84 XS REBAR(FL.WG.),
\ \V \G. NroOO / / / \6 GO\ OR DISTURBED(NOT HELD)
PB=PLAT BOOK , / _•-\,• II 006 I / / 5y3°QPgV JWUG W' 1,1-14'+ / / 576534'3,W O.59'
DS-DEED BOOK N 26°36'O."W 209.87'NJ /\79 I / / �THON S„ U.G.DUCT BANK FROM LP -
PG-PAGE (BOUNDARY IS COINCIDENT \° \ \�'',A JI zB neMLoaK h / 1,1306,00Ii `V- / IPER SITE MARKINGS, W
RN✓=RIGHT OF WAY WITH PUBLIC PATS \ / \ A� / A /\\ / I79I. �791.83 179I Id
09t
PIN=PARCEL IDENTIFICATION NUMBER \ \/ \ \\ / / °:'6✓�1Ja j
o LP=CALCULATED POINT // \ / / / 991���
(NOT MARKED IN FIELD) % s\ .rf0� / 35HEMLOCK �'1 LL'� ///�\ j 17g1.25 /
°RECOVERED BOUNDARY MONUMENT OAK STREET \ \ \ # / / �Ir/jr'- _ 1 A / z
(SIZE AND TYPE A5 NOTED) (PUBLIC-ASPHALT) \\ 1, / / / -_,�` / 7 SURVEY CONTROL
BOUNDARY LINE-SUBJECT PROPERTY \ `6,/ \ / / % P`�� (NAIL IN ASHALT)
(FIELD SURVEYED) � \\ / . ' x / l / EL.-I790.91'
BOUNDARY LINE-ADJOINING PROPERTY \ A -- \\ \\ ,.• //16°WALNUT . T V�,�`��/\
(FIFO SURVEYED) Sy --v.-
\ • //
BOUNDARY LINE-ADJOINING PROPER, \ \ \ \\ #S REBAR / �_.%` of: /' \ -/ /
-<\
(COMPOSITE,PLOTTED FROM RECORD \ \ j FL WG.) / /j�iA / \ /
DESCRIPTIONS) \ 2 \`\\/ /%�/ ` / 60'PUBLIC RAN
A.G.=ABOVE ADJACENT GRADE \\ \ \i_ /// B / / (PER DB 1211 PG 640
AMY-APPROXIMATE \ 17°�O•--\ N. /Ord / E SCALING OF PB A PG 4)
B.G.-BELOW ADJACENT GRADE '45 \J _ .///S\ /
LMP=CORRUGATED METAL PIPE 5CP PUBLIC RAY u o
DIR.=DIRECTION (PER SCALING OF PB A PG 4) -\y-� Ot`,/ �� a /
EL.=ELEVATION \ \ s`y �\
IiFIRE HYDRANT \ /\O / S/ `-�/ /
FL W.G.-FLUSH WITH ADJACENT GRADE
-Cur WIRE / • TA. ,. / MAIN STREET
INV.-INVERT ELEVATION / / (PUBLIC-ASPHALT)
-MU-OVERNEAD UTILITY LINE 17B]97'\' \ /9 /
RCP-REINFORCED CONCRETE PIPE ' \ /5
i SIGN(REGULATORY) B / SURVEYOR UNABLE I Z vv
-s SANITARY SEWER LINE \ -Ts-- TO CONFIRM LOCATION/ 11.141 _ N N
®SMH=SANITARY SEWER MANHOLE q B9 EXISTENCE OF UPSTREAM SAM
MAC-STATE PLANE COORDINATES /� N CO m
417aXXN SPOT ELEVATION(EXISTING GRADE) 2 s\ 1 1 N
j RIM EL:1]88.92' VTVyI)-1 j �^ O U
!T)=TOTAL DISTANCE 0�% / NV.: 7826'
-,-TELECOMMUNICATIONS LINE(BURIED- z/�ye R1� s\ SURVEYORS CERTIFICATION: ;5 !`ry
PER MARKINGS PLACED AT SITE)
U.G.=UNDERGROUNDTs TO: fT� W 2 X N c tp
X UTILITY OCHERSI NG(PLACED AT SITE BY / /\ 6 N\ -THE BROADWAY GROUP,LLL F.�LI �y 2 'III
C'
Q t N O
-CHICAGO TITLE INSURANCE COMPANY,AS TITLE COMPANY
jS UTILITY POLE / \ •
LXy�Q W U C
VC,VITRIFIED CLAY PIPE LATCH BASIN pq~Q ,J J
.4 WATER VALVE \ RIM EL.:1758.50' IS IS TO CERTIFY THAT MADETHIS IP OR PLAT AND THE SURVEY ON OO d
INV:1762.0 WHICH IT IS BASED WERE IN ACCORDANCE WITH THE"202I Z-
MINIM M STANDARD DETAIL REQUIREMENTS FOR ALTAMSPS LAND TITLE N N N LE
SURVEYS",JOINTLY ESTABLISHED ANC)ADOPTED BY ALTA AND NSPS, U�w
GLOBAL POSITIONING SYSTEM CERTIFICATION IIII AND INCLUDES ITEMS 1,2,3,4,5,8-9,11,13,14,16-19 OF TABLE"AT (n V,Z O YY 1 I THEREOF THE FIELD WORK WAS COMPLETED ON NOVEMBER BO. O t Ly U
I.J.BARRY WEST,CERTIFY THAT THIS MAP WAS DRAWN UNDER MY \N CARS���� zo22. (r rn •
SUPERVISION
AN ACTUAL GPS
ER MY
SUPERVISION AND ATHE FOLLOWING INFORMATIONDWAS DOSED TO PERFORM d 0FESS1O, 10 DATE OF PLAT OR MAP:DECEMBER 1st,2022 ' a J N 0 THFSURVEY 2,,,,R,...cs
••Q� _1)CIASS OF SURVEY CLASS A SURVEY SEAL l0e _ NaN2)POSITIONAL ACCURACY(SSE CONFIDENCE):0.01EHORIZONTAL - // NyO0.026'VERTICAL L-0693 0 _ ////�VI y U d m
3)TYPE OF GM FIELD PROCEDURE:RTK NETWORK SOLUTIONS _• Z.iV O
USING ASPECTRA PROMARK 700 01 d
DUAL FREQUENCY RECEIVER •%✓ •° ()♦ry;•-�' � /(SIGNED)REGISTRATION NO.L-0693 CB
4)DATES OF SURVEY-10/27 6 I I/05/2022
51 DANM/EPOCH:NA083/EPOCH 2011 '')NgRRY`j' .�`� "XI 3
6)PUBLISHED/FIXED CONTROL USED:NGS MONUMENT"ANDREWE" M. W
NORTHING-563.685.59' SCALE:I°=30'
BASTING=559,340.4CP
71 GEOID MODEL:2O12B
B)COMBINED GRID FACTOR:0.99979222
30' 15' 0' 30' 60' 60'
94 UNITS:US SURV,FEET

SITE NOTES ; 4 y
VICINITY MAP <� 2''e
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, (NOT TO SCALE) gL10.1
ff 11
AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN w
THE PROJECT TECHNICAL SPECIFICATIONS. a w a w w U M
2. SINGLE-PHASE CONSTRUCTION. a 6 LL z 1 S
a n
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED US HWY.19/74 3 3
CONTRACTOR.
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE n
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755,
PROPERTY
OR EMAIL AT INSPECTIONSOCDCGO.COM. N
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING n0 •O a
OR REDOING WORK -p N
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE "s llic._ dEXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO / '
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR / / .SS O• y" -
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE •
+' 0
PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT 17 a a
Cy
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S / �:
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO / 1'`' r 1 p •�V
CONSTRUCTION. EXISTING 12"CMP STORM `0"- YA . ' j •> N G ;
6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES(SHOWN TO PIPE TO REMAIN(TYP) C)o V 3
REMAIN)AND NEWLY COMPLETED WORK DURING CONSTRUCTION.ANY INV.IN: 1774.2' •.0- 'T'
DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION / /�' / ''
ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO r ''4f'
BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF / / /
APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. EXISTING FIRE / /� rTTT..3s - / DEVELOPMENT DATA
HYDRANT TO
(11111)
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST REMAIN(TYP) a,/• / OWNER/DEVELOPER: THE BROADWAY GROUP,LLC
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.THE 216 WESTSIDE 3SBG1
CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, ,6-la // / HUNTSVILLE,AL 35801
72 HOURS BEFORE CONSTRUCTION BEGINS. 5O PUBLIC RW /�" ROBERT M.BROADWAY
(PER SCALING OP PB A PG 4) o" �TTs-s / CONTACT: e
/ ,ns.zr ,, �X4R£BAR [phone]
8. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE POSITIVE \\ 1/ //- / (O.I'a,G.)
DRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM OF 5% /�" //j, l CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. Lj
SIDEWALK/CROSSWALK LONGITUDINAL SLOPE IS PERMITTED. A /°" Ins o //�( ( / SAMUEL W MCAF£P 168 PATTON AVENUE ..
MAXIMUM OF 1/4'PER FOOT SIDEWALK/CROSSWALK CROSS SLOPE a• r,iE2o' �/ / _.7 A_/ PIN:5566-1303-1E53-00O ASHEVILLE,NC 28801
IS PERMITTED. ANY SIDEWALK CROSSWALK INSTALLED WITH A / DB 1446 PG'72
/ / '''',/
N _ /� P5 r,Pr,O,'Y CONTACT: BEN MUNN,P.E. w
STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT / 1--ssx /// / \ � [phone]
CONTRACTORS EXPENSE. / /0" // / __,,,..,1_,
U
- `7> I SURVEYOR: MCABEE&ASSOCIATES,P.A.
9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE EXISTING PROPERTY ONE TO BE EXISTING POLE AND /°" '06' " - .' el,„ 8p. , PO BOX 1768 (III) `J
NOTED.ALL PARKING LOT RADII ARE 3'UNLESS OTHERWISE NOTED. GUY WIRES TO / / o, 177645 FAIRVIEW,NC 28730
VACATED AND RECOMBINED TO -- / w
SINGLE PARCEL REMAIN(TYP) / U,,/ 6 \\ _ - *4 RPBAR CONTACT: J.BARRY WEST
10. ALL ROAD/PARKING LOT IMPROVEMENTS,STRIPING AND SIGNAGE / \ --- f0.r'A.GJ [phone]
/ o" r77.- ii --
SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM ��-- - ----
TRAFFIC CONTROL DEVICE(MUTED).CONTRACTOR MAY USE A PAINT APPROXIMATE LOCATION OF EXISTING q+. ,,' _ - _ -
SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC WATER LINE TO REMAIN / / • v Ep' -- -
WITH PRIOR APPROVAL FROM THE ENGINEER. °''' lG� 6�`'6 - - - E ---- w w m
l$S 2l e _/ _ I o PROJECT DATA
/ • �0 55 50 N,9` --' 1785�
11. CURB ROADSAND SHALL BE R ON THE HIGH SIDE OF PAVED CONSTRUCTED WITH SPILLOUT CURB RAND S NGUTTER.D / `� A l�\1 N 6''''V' P_/ h PIN: 5556-1693-8667-000,
CURB AND GUTTER ON THE LOW SIDE SHALL BE CONSTRUCTED WITH EXISTING OVERHEAD UTILITY TO 0.+/ L / I� 5556-1693-9684-000
STANDARD CURB AND GUTTER; REFER TO SPILLOUT CURB AND REMAIN(TYP) \ ` / � 3 ADDRESS: 1155 MAIN ST ANDREWS,NC 28901
GUTTER DETAILS.CURB END TREATMENT SHALL BE APPLIED AT ALL / o" \ -_ .! 2 ADJACENT PROPERTY LINE(TYP) DEED BOOK/PAGE: 1211/640, 1488/483
CURB ENDS; REFER TO CURB END TREATMENT DETAIL. \ � / /` _ AATEBAR - _ PROJECT ACREAGE: 0.258±ACRES,1.168± ACRES
r i 1.426E ACRES TOTAL)
12. PROPOSED ROADS TO BE PRIVATE.NCDOT IS NOT RESPONSIBLE FOR SURVEY POINT OE BEGINNING •� \ �%"'7Ta \ (o.I'e-G.) (`°
d5 REBAR(O2 A.G.) / / �� E.--� \ PROPERTY LINE(TYP) CURRENT ZONING: CB(CENTRAL BUSINESS) _
ANY ROAD MAINTENANCE, N WEST CORNER OF LOT I I. / %-' \�, " \ \
BLOCK°F PBA PG - --- _ i� w '. 6
5PC(NADY3 OX(I): /, \ �� - - _\ EXISTING TREES > s -
N=563.630.43' / _'9 " \ S
E-559.755.5I' / i O ". -- - TO BE REMOVED(TYP) DISTURBED AREA: 1.50 AC
0 /i--/5V)\ \ ---'� PRE POST w o
EXISTING WATER VALVE 0' // 1^B �� r IMPERVIOUS AREA: 0.01 ACRES(0.5%) 0.98 ACRES(68.4%)
TO REMAIN(TYP) \\ � � (N,�\ \\ \ / APPROXIMATE LOCATION OF PERVIOUS AREA: 1.42 ACRES(99.S%)0.45 ACRES(31.6%) n
\ a^ -/- / - NEIGHBORING BUILDING -
Y
MONUMENT ANOREW5L 5 89(22'36"W 1�s3.nz '`4 //// a Y - REBAR \\ _SPC MAD832011J 445.14'(GRID DISTANCE) _ // /(01 B.G.) + I I
N-569 6B5 59 445.23'(GROUND DISTANCE) / C. / /E 55934040' _ , IPIN:555b41�93-8667-OG / \ / /
EL I>8 L I I' ® AREA.,O.256 ACRES 6. n M
0,515 OF SURVEY ELEVATIONS) o s/ () \ ( I(,23,K 5(f-El A/ WNQP�\ ZONING DATA w
v94,4s' / �/ I n o
SURVEY CONTROL • y r ��� \ ` \ \ -� \tl'�, \ DIMENSIONAL REQUIREMENTS o
JNAIL IN ASBALS1 y o, I ) / • MINIMUM LOT SIZE: NONE N N
El.=1734.37' \'_, \ J/ \ `I o
3°2/ /
4\ Cf LS \/%/ -.`,�1AN-) \ \ \ MINIMUM LOT WIDTH AT BUILDING LINE: 20'
5795:•� \ `�� Oz j \ \\ \ MINIMUM YARD DIMENSIONS
y PIN:5556-16 3-9684-0�9- - - FRONT: NONE o \ ✓ 9' \ gg - a
EXISTING SEWER MANHOLE s NA 'C\ \ I AREA-I.rkY ACRES 'I SIDE: NONE("5)
o
TO REMAIN(TYP) \ \ 7-G V \ REAR: NONE("6)
RIM: 1796.33' \ N - / /I \ MAX BUILDING HEIGHT: 35'(NEW CONSTRUCTION COMMERCIAL-50')
i
INV.: 1790.8' �\-(96-- -.. / K/ \ ' °i
NOTE: SMH OBSTRUCTED. f �,';i �a / / \ (-5)SIDE YARDS NOT REQUIRED(IF PROVIDED MUST BE A MIN.OF 4') �.�. ,A/N/, ff\
NO FLOW WAS OBSERVED. \ `a: / MIN. 10'SETBACK FROM SIDE STREET REQUIRED ON CORNER LOTS. \,° 1./
\ • / / \ MIN. 10'SETBACK REQUIRED WHERE LOT IN CB DISTRICT ABUTS AN O\;=�P °°d ''
_�d4 RFBAR I / \ ESTABLISHED RESIDENTIAL DISTRICT. =�° �. =�
rs-"AR(FL. G.) p Q dy
\ g (D 2.6.G.) \/ / / \ 05)6"5(400Tn IO REeAR (�6)MINIMUM 10'SETBACK REQUIRED WHERE LOT IN CB DISTRICT ABUTS _V vIn °2
an 3s'sN \ / \ \ IRON ROD(02'B.O. (O.6A.G.) AN ESTABLISHED RESIDENTIAL DISTRICT. - �c�j
EXISTING VCP _ / \ DISTURBED(NONIELD) y°°O ^-�
SEWER LINE TO & `/ \ 1 5OG°58'OB"W 13'03'E PARKING CALCULATIONS: -,-°° P
\ / P / 15.42'(T�E) NYC° '.d' �,:
REMAIN(TYP) \ '6\96. \ / O. _ �- 5a3T(nEl '..ON'° °ECV
\ / VEHICULAR:
'\ /1�\ / / \ N7G,,G.(V 1E SPACES PROVIDED: 50
(( \ C G 52360
6 hr' '0"os. HANDICAPPED SPACES:
EXISTING CONCRETE PAD q `0" 22 pC$ #5 REBAR(FL.MG.). SPACES REQUIRED: 2
TO BE REMOVED(TYP) _.i/�� 23�.AX�a5l.) - 4 /°" i OIS1UT. MOr 0TI) SPACES PROVIDED: 2
\ 56''Hyi 0'HU .-" V6°34'39W
(BOUNDARY'S COINCIDENT
\� ,/)i(�; I6p�A,NN +/ • " 9 ry FROM CP -EXISTIONGMDRIVEWAY TONADJACENT LOADING/UNLOADINGUIASPACES 00 SF)
(BOUNDARY'S IC INCIDENT \ / - - REQUIRED SPACES(1/5000 SF): 2
r�el.os' ;>sr e.5 PROPERTY(CONTRACTOR TO
WRn PUBLIC RAW \\ \\ + . PROVIDED SPACES 2
\ 1=/ ;� MAINTAIN ACCESS)
EXISTING ALLEY TO i ��� /�. BUILDING DATA:
BE VACATED \ �� Y ))\�../ EXISTING SIGN TO
\ % A ��/ / BE RELOCATED BUILDING DESCRIPTION HEIGHT CRA W <
\ °1 40000010o.
5U.-I'CO -0L (TYP) PLAN D DGPM SINGLE-STORY STEEL 18' 12,480 SF z
ov NAILI HALCC
EXISTING PAVEMENT d' \� WII1- (V��` j / 'S, \ / EL.-1>
INN
91' O
TO REMAIN(TYP) °s _1792\ _ VV. • v �.G� c11•'S1,.1�9
d s � Co o
EXISTING TREES /icy ` Sy /
TO BE REMOVED(TYP) \ \ \ -/// CAP GO'PUBLIC RAN
\ .- \_ / 'j', �.0.� (PER DB 1211 P6 640 Q
\ \ - /� `Qv/' tSCALING OF P8 APG 4) w
SR PUBLIC R/✓ Z Q
(PER SCALING OF PB A PG 4) \ -- pH /,t L' J 4
\ `X \s's / /, f / . EXISTING DUCT BANK TO REMAIN(TYP) w o
EXISTING STORM CATCH o" /"` / ` o W 3
BASIN TO REMAIN(TYP) ••'rEnn..o: CC
2
RIM: 1788.5' - s" o
NV.: 1782.0' T»'`0,\ Y D, ss APPROXIMATE LOCATION OF CDC INSPECTIONS H0TLINE. w Cl)
°s \ / / _ NEIGHBORING BUILDING 828-771-4755 OR [e-mail] V�
EXISTING STORM LINE , _ EXISTING UNDERGROUND UTILITY I I o
• z
TO REMAIN(TYP) g To REMAIN(TYP) II I''II a
q. z 'o
As. ' I�1 � I o W
/ / `� EXISTING SEWER MANHOLE ��� ill I Q
//'`�//\'‘',
\ TO REMAIN(TYP) II/ c+ o
". RIM. 1788.92' - w NV.: 1782.6'
Know what's below. Q
Call before you dig. NORTH
DRAWN BY: EDL
EXISTING CONDITIONS AND CERMITNECTNO.: 22262
PERMIT NO. TBD
DEMOLITION PLAN
GRAPHIC SCALE
..,0 0 15 30 60 00 SHEET
( IN FEET)
C 1 0 1
1 inch= 30 ft.

/ F
z� wpm
SITE NOTES �/ VICINITY MAP ga H2''Es
/ <� _ � e
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, -/ (NOT TO SCALE) p`N
-m m
AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN a*- C B m m w m
aria HouTHE PROJECT TECHNICAL SPECIFICATIONS. / apLL2. SINGLE-PHASE CONSTRUCTION. /..*`/ Ft i i3. COL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED / ''' / US HW1'.19/74
CONTRACTOR. c+ /'I•/ 3
m
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, / / °�/°H / PROPERTY
OR EMAIL AT INSPECTIONSOCDCGO.COM. / / N
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING CO r- IO a
OR REDOING WORK / M/oH / �' SAMUEL -p t
Q
/ / / PM:5566-I v
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE /pN / / 6
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO °„ I DB 144 5t. dCONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR / / / �/ / / / P5G .SS O y" -
ti
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE I II Q
PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT o4/ // / N a
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S / / / °: O
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO /°� / ' �`' N gz ("1
CONSTRUCTION. / / °N / I X�SO S�XF �' N
/�/ /PROPERTY LINE(TYP) // / / / I n 34 S'C o (,'Q(' 3
B. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES(SHOWN TO / y
REMAIN)AND NEWLY COMPLETED WORK DURING CONSTRUCTION.ANY d''
DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION / / PROPOSED 18'x18'DUMPSTER PAD / / I p'a
ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO /o� (SEE DETAIL D2.04) /
BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF /o" / (11111)
APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. / / /e Y� I IF
- - _ DEVELOPMENT DATA
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST /pN Yl /// / / I OWNER/DEVELOPER: THE BROAD WAY GROUP,LLC
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.THE / o ���� `\G� / / 4-STEEL BOLLARDS(TYP)(SEE 216 WESTSIDE SQUARE
CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 611, / HUNTSVILLE,AL 35801
72 HOURS BEFORE CONSTRUCTION BEGINS. / DETAIL D2.07) II ROBERT M.BROADWAY
G�QQ pp CONTACT:
1 Psy [phone]
8. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE POSITIVE L �PROPOSED RETAINING WALL ..,-.-
:I,
DRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM OF 5% 7p° tIC7 (TYP)(DESIGN BY OTHERS) / PROPOSED LIGHT DUTY ASPHALT CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. �
SIDEWALK/CROSSWALK LONGITUDINAL SLOPE IS PERMITTED. A °`" .`44v I 168 PATTON AVENUE
/ Vv .... PAVEMENT(TYP)(SEE DETAIL D2.09)
MAXIMUM OF 1/4'PER FOOT SIDEWALK/CROSSWALK CROSS SLOPE .7 , � ASHEVILLE,NC 28801 a
IS PERMITTED. ANY SIDEWALK/CROSSWALK INSTALLED WITH A °`� PROPOSED 18.5'x18'LOADING AREA /�^� I CONTACT: BEN MUNN,P.E. w
STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT �I�b [phone]
CONTRACTORS EXPENSE. / / i7' / Ir 1g,p• U
�V // / �� I SURVEYOR: pOABOX&ASSOCIATES,P.A. J
9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE T
NOTED.ALL PARKING LOT RADII ARE 3'UNLESS OTHERWISE NOTED. / • / • i6 `,�� / I II FAIRVIEW,NC 28730 m
CONTACT: J.BARRY WEST p
10. ALL ROAD/PARKING LOT IMPROVEMENTS,STRIPING AND SIGNAGE A" // y / / • 18 ' [phone] (111)
Z
SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM / / °A I
TRAFFIC CONTROL DEVICE(MUTED).CONTRACTOR MAY USE A PAINT / /� PROPOSED SAFETY FENCE ALONG RETAINING / Q,
16
SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC WALL PER JURISDICTION REQUIREMENTS(TYP) I
WITH PRIOR APPROVAL FROM THE ENGINEER. A (CONTRACTOR TO COORDINATE TYPE WITH PROJECT DATA w w w m
11. CURB AND GUTTER ON THE HIGH SIDE OF PAVED AREAS AND ARCHITECT) '
ROADS SHALL BE CONSTRUCTED WITH SPILLOUT CURB AND GUTTER. `X I I PIN: 5556-1693-8667-000,
CURB AND GUTTER ON THE LOW SIDE SHALL BE CONSTRUCTED WITH / / / / III SSS6-1693-9684-000
STANDARD CURB AND GUTTER; REFER TO SPILLOUT CURB AND p° / ADDRESS: 1155 MAIN ST ANDREWS,NC 28901
GUTTER DETAILS.CURB END TREATMENT SHALL BE APPLIED AT ALL \ 24.0
/ / I DEED BOOK/PAGE: 1211/640, 1488/483
CURB ENDS; REFER TO CURB END TREATMENT DETAIL. / / °� PROJECT ACREAGE: 0.258t ACRES,1.168t ACRES
// / (1.426t ACRES TOTAL)
12. PROPOSED ROADS TO BE PRIVATE.NCDOT IS NOT RESPONSIBLE FOR /� / / O III CURRENT ZONING: CB(CENTRAL BUSINESS)
ANY ROAD MAINTENANCE. / '^
°, a
/ / I 3 W p
/p° // / / _ I YIN I= �„ DISTURBED AREA: 1.50 AC m
SITE LEGEND / 11 DB 1532 P� 1082 PRE POST _ o
°� / ® I FBA PG 5 IMPERVIOUS AREA: 0.01 ACRES(0.5%) OM ACRES(68.4%) o _
LOT LINE - - /° /\ PERVIOUS AREA: 1.42 ACRES(99.5%)0.45 ACRES(31.6%) a
A � I(
SETBACK LINE 'AIN.
�� \ \ V �� 3.5 III
SAWCUT LINE -.-•-.-•-.-•-
5' �� 24.0' I
PROPOSED SIGHT TRIANGLE 'N( n M
-- ^ �� G \ \ ��y �110N1$9 ft" I ZONING DATA
PROPOSED HEAVY DUTY PAVEMENT \� 4 40S ,' ',kO \ I DIMENSIONAL REQUIREMENTS000t\ r/� �l�y��•1�� ��,' , MINIMUM LOT SIZE: NONE/-f � S �fj• �,. ,,, I MINIMUM LOT WIDTH AT BUILDING LINE: 20'
PROPOSED LIGHT DUTY PAVEMENT \ _\ � B 1
\ \ , x',/// �I MINIMUM YARD DIMENSIONS
\ $ ° FRONT: NONE n n
PROPOSED CONCRETE SIDEWALK \ p D_ \ ° ,`� I SIDE: NONE("5)
\ $ ^ ° REAR: NONE("6) I ,
'] /� 24' MAX BUILDING HEIGHT: 35'(NEW CONSTRUCTION COMMERCIAL-50')
\ �- ✓ \ ° ° yam' 20.0' .*,
$ f .\ 6.0' \ \ ("5)SIDE YARDS NOT REQUIRED(IF PROVIDED MUST BE A MIN.OF 4') °`* °,A/N�'',, M
\ \ \ ° T
MIN. 10'SETBACK FROM SIDE STREET REQUIRED ON CORNER LOTS.MIN. 10'SETBACK REQUIRED WHERE LOT IN CB DISTRICT ABUTS AN ,ESTABLISHED RESIDENTIAL DISTRICT.PROPOSED9.D •z2-9'x18'ADA PARKING SPACES(TYP) ''� A
V \ID\
PROPOSED STRIPING(TYP) (�6)MINIMUM 10'SETBACK REQUIRED WHERE LOT IN CB DISTRICT ABUTS me7. w
1 -10'WIDE VAN-ACCESSIBLE LOADING AISLE I (PER MUTED STANDARDS) AN ESTABLISHED RESIDENTIAL DISTRICT. ',
1810 1810 2-HANDICAP PARKING SIGNS(SEE DETAIL D2.03) I ' �°LLOd\
PARKING CALCULATIONS: �' F
do°.
4-STEEL BOLLARDS(TYP)(SEE DETAIL D2.07) 9.0' NCa°F'� °1 -WHEELCHAIR RAMPS(SEE DETAIL D202) VEHICULAR:
NOTES: °. \ .s 36' - SPACES PROVIDED: 50
-HC SYMBOLS TO NOT BE STRIPED \ 10.0 j ' HANDICAPPED SPACES:
\ \ \ /' 12' / //. SPACES REQUIRED: 2
PROPOSED TURNED DOWN CONCRETE SIDEWALK V
SPACES PROVIDED: 2
(WIDTH VARIES)(TYP)(SEE DETAIL 02.01) \ \ '' NC) / LOADING/UNLOADING SPACES(12'x40'):
\ \ /�,, / ` REQUIRED SPACES(1/5000 SF): 2
\ $ \ o2B - ANCE TO NEXTDRIVEWAY PROVIDED SPACES: 2
\$ ° \ \ \ / BUILDING DATA:
\ V ) �/ R40 W
BUILDING DESCRIPTION HEIGHT g .
PROPOSED NCDOT STANDARD PLAN 0 DGPM SINGLE-STORY STEEL 18' 12,480 SF z
$ \\ 14 �/ /..4111114....
,,�® THERMOPLASTIC CROSSWALK(TYP) CC
1800 1800 \ \$ B / / 01.1
®1 O .4
\ \ \ 0 / / �/ r * \ '/ H
$ \ �/ / / t 90 X N o
+m o n rn 1. + o n \ \$ \\ �/ / / P.
s°-° /° EXISTING EDGE OF PAVEMENT(TYP) J 3
r. -w / / // /pNo° PROPOSED CONNECTION TO EXISTING MAIN STREET(CONTRACTOR TO PROVIDE SMOOTH TRANSITION4't
O/ / / /°' AND NOTIFY ENGINEER AFTER FORMING BUT PRIOR W! TO POURING CURBS AND PAVEMENT) M3
\ PROPOSED STOP SIGN \ I.V 1111.
C� (SEE DETAIL D2.17) , PROPOSED THERMOPLASTIC WHITE LANE LINE(TYP) CDCJNSPECTIONSHOTLINE.
1.5%�2.5% � N
n / �� 828-77]-4755 OR [e-mail]1790v PROPOSED THERMOPLASTIC STOP BAR(TYP) III IIIPROPOSED EDGE OF PAVEMENT(TYP) (PER MUTED STANDARDS) 811pIII1111
PROPOSED HEAVY DUTY ASPHALTCC
PAVEMENT(TYP)(SEE DETAIL D2.09) PROPOSED 1'GRAVEL SHOU(TYP) _PROPOSED ASPHALT OVERLAY 10'ON Know what's below.
BOTH SIDES OF SEWER OPEN CUT � �` Call before you dig. NORTH N m
(SEE DETAIL D2.12) �/ DRAWN BY: EDL
•Y/ CDC PROJECT NO.: 22262
PROPOSED LIGHT DUTY ASPHALT PROPOSED HANDICAP RAMP PERMIT NO. TBD
Lu
PAVEMENT(TYP)(SEE DETAIL D2.09) 0 ` $\ (TYP)(SEE DETAIL D211) i SITE PLAN
80 II 1780
$\ 0 GRAPHIC SCALE 0 so SHEET
0 10 20 PROPOSED 9'x20' $ '
( ", \STANDARD PARKING SPACE ==
TP =
DRIVEWAY PROFILE PROPOSED PYLON SIGN _ ( IN FEET) C 2 01
1 inch= 20 ft.

GR-EC-SW NOTES m o" H 2 4 T
' VICINITY MAP <2g 2 e
1. SEE GRADING,EROSION CONTROL, AND STORM DRAINAGE DETAIL \ /°� (NOT TO SCALE) p N il J r n
SHEETS FOR ALL GENERAL NOTES.CONTRACTOR RESPONSIBLE FOR o'x C-m m m m
INCLUSION OF DETAILS SHEETS WITH ALL PLANS. A/ \._-, i i'.1 y w N
/ O H O
2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA \ ' / 2 <y i 1 s
FLOODPLAIN.
3. SOIL TYPE: BnC,SuB t� / US HWY.19/74 a 3
SOIL GROUP: B(WELL DRAINED) \ /
PROPERTY
/ / \\ "/ / EXISTING 12"CULVERT N p
4. STREAM INFORMATION: i // p p E
STREAM INDEX: 1-52 a` oN // / I I SAMUft NZ Q
STREAM NAME: VALLEY RIVER / / / / / - J PIN:5566-I P9 ili
a
CLASSIFICATION: C;TR /°� � // PROPOSED SUPER SILT FENCE C•
o" / j - (TP)(SEE DETAIL D3.11) DB 144 5S.
RIVER BASIN: HIWASSEE \ ' �/ PB G .SS 0 y"
5. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE / / ,' -�'//j i \ - /1 N -
CIVIL DESIGN CONCEPTS INSPECTORS HOTLINE AT 828-771-4755,
OR EMAIL AT INSPECTIONSCCDCGO.COM. /ox l� / % 7Z8p I 5'� z _ �f) a
FAILURE TO SCHEDULE INSPECTORS MAY RESULT IN UNCOVERING / „; - -- / 7 /�- \ �'°� o\� N C-' N u
OR REDOING WORK (TYP)PROPOSED 1'CONTOURS TP / \ \ '• �� PROPOSED RIP RAP APRON'B' 4x' t�5. j › N o ;
, `, 2 (SEE SHEET C501 &DETAIL D3.24) o V 0(.
6. RETAINING WALLS: ' N ,-'-
o �� . r s
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL / -- u,
TO FINISH GRADE ELEVATOR.CONTRACTOR TO ACCOUNT FOR �,/°� f _----- PROPOSED CONCENTRATED FLOW OUTLET
FOOTER/COVER OVER FOOTER.REFER TO WALL DESIGN FOR FOOTER / .'��•t,_/ _ -_--- (TYP)(SEE DETAIL D3.13) CI)
DESIGN.WALL DESIGN TO ALSO ACCOMMODATE STORM PIPE \ / /°" ��\ \ / •i� _ DEVELOPMENT DATA
PENETRATIONS PER PLANS. /„ 1 . r I � � -. - L �i 1THE BROADWAY GROUP,LLC
�• GZ �\ �..�� - OWNER/DEVELOPER.
WALL DESIGN TO INCLUDE FOOTING DRAIN AND 457 WASHED STONE o l \�\ / \ - ALL 2:1 SLOPES AND GREATER TO BE STABILIZED 216 WESTSIDE SQUARE
/ / /_- / ' �_ _ _ WITH ROLLED EROSION CONTROL PRODUCT HUNTSVILLE,AL 35801
BEHIND WALL UP TO THE FULL DEPTH OF THE AREA OF GEOGRID \ 0 tt` \ \-'�' '® ��►e® _ ROBERT M.BROADWAY
FROM BOTTOM TO TOP OF WALL. i�.\AiJ� �pF/ j�_� -��R, :: 1785 APPROVED EQIUAL)(SEE GREENDETAL D3.12)(T P) CONTACT: [phone] m
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30"OR I7 ��� // 7 0 - --- 0 ',7
CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A.
MORE SHALL BE PROTECTED WITH A GUARDRAIL. THE GUARDRAIL 0` \ y - _ -1 9\ \ U
SHALL BE 42"MINIMUM IN HEIGHT,AND PREVENT THE PASSAGE OF EXISTING 1'CONTOURS(TYP) 7 \ l� / ��- -'�'•� _ - �� PROPOSED STORM SYSTEM(TYP) S16H VILL,,NNC AVENUE8801
A 21"SPHERE UNLESS ADJACENT TO A WALKING SURFACE. o+' \ ,f _6 _- CONTACT: BEN UN P.E. y
COORDINATE BARRIER STYLE AND COLOR WITH ARCHITECT AND -' \ /_ _ -� �" �• `���� ^ - [phone] Cuj
ENGINEER.SEE SITE PLAN FOR APPROXIMATE LOCATION OF � \ Pf \ / � '�® ® / \ PROPOSED TEMPORARY INLET PROTECTION Co
FENCING/BARRIERS. _ i / J� �' ` SURVEYOR: MCABEE&ASSOCIATES,P.A.
PROPERTY LINE(TYP) `� \ �'- _ �� ��G' (TYP)(SEE DETAIL D3.23) PO BOX 1768
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW \ =�� 16 �� ♦ f _ FAIRVIEW,NC 28730 (0) i
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE WALL' �8�� ®/ �� '� / i' II) FAIRVIEW,
�1 CONTACT: J.BARRY WEST Z
STYLE AND COLOR WITH ARCHITECT AND ENGINEER. .. i \ ��� _ _� ���� - . \ II [phone]
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR
PROPOSED LIMITS OF DISTURBANCE(TYP) �- ��
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR /j j �/ �{�� V, ' ��• '\ o N 1789
CONSTRUCTION CONTRACTOR RESPONSIBLE FOR CONSTRUCTING / / t• / pA�`�j \ __ '� .� - \ w w w m
RETAINING WALLS IN ACCORDANCE WITH ALL WALL MANUFACTURERS f �9 „tie.'"4*.
�Y �'/ �' PROJECT DATA
STANDARDS AND SPECIFICATIONS. /^\ p f� C��
A" // _ \ 4® �,I - ��/M�� PIN: 5556-1693-8667-000,
ALL RETAINING WALLS 4'OR GREATER TO BE SUBMITTED TO \ / o f � I -- -__-- \ i i 5556-1693-9684-000
CHEROKEE COUNTY BUILDING CODE ENFORCEMENT DIVISION FOR a" � f > �I - I , ADDRESS: 1155 MAIN ST ANDREWS,NC 28901
REVIEW AND APPROVAL AND CERTIFIED BY THE WALL ENGINEER \ 7 /� `9� `I ��` \� -__ ) DEED BOOK/PAGE: 1211/640, 1488/4B3
UPON COMPLETION.RETAINING WALLS SUBJECT TO ADDITIONAL / \o+ /� " ' T �� ♦ \ - I I I PROJECT ACREAGE: 0.258±ACRES,1.168± ACRES LTJ
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL o, \ Vs iii/GGG ''\ \� 0� \ \ \ I (1.426t ACRES TOTAL)
\ Z \i \ ,�� �' — -- "((F�F�ii i CURRENT ZONING: CB(CENTRAL BUSINESS) N Q -,
ROUGH GRADING&EROSION CONTROL LEGEND �' �A�� v _ `� i` ` ` 5 m 5
� / Al.�� ' / �♦ A PIN AEG 13v.3 - �.,
►1( i e \ .$ DISTURBED AREA: 1.50 AC
LIMITS OF DISTURBANCE ?�0, / \ D 1532 P 10 2 PRE POST o
-� ° \ � f ® N • \ B PGA PC 5 8 IMPERVIOUS AREA: 0.01 ACRES(0.5%) 0.98 ACRES(68.4%) o p -
SUPER SILT FENCE SSF --� IC Y .` / ,I I 55J6-�f g93-5667-000--\ _- -_ `\ (�°\� \ I L, f PERVIOUS AREA: 1.42 ACRES(99.5%)0.45 ACRES(31.6%) a a
�T/ I AREA-0.255 AERE5-'
CONCENTRATED FLOW OUTLET ���Ti 7 -t �� T / \ VI
II� V ( 14,239 sq.FEET - "s\ v '.1� 11
EXISTING CONTOURS DO --_ ���' A V V� ;AVv \ V 1'
• ♦��v� V I � c% $- o" ■�0
PROPOSED CONTOURS 00 4� I \ ��) / / SI -\ Tr, A N
G 1, I /// ( � S L �$9 V A ZONING DATA M
7 DAY STABILIZATION yx 'C T�1 \ ( \___---- / v O$ O�\ Q 4 x I M o "'
<x./.7 oz\ ✓' i_. \ ,✓ \ /� - R $� �. \\ / \ I DIMENSIONAL REQUIREMENTS
o
C1795 \ S S'j 1�� \ \ e-,% \ I t, MINIMUM LOT SIZE: NONE N ) ,�
Y {� 1 \ \ PIN:$556-16�3-9 i III I° \� MINIMUM LOT WIDTH AT BUILDING LINE: 20'
STONE INLET PROTECTION _ \ _\ �6 ••�\ , --� / $� 4 V' tr,,,
, 0 0
4 \ AREA= 1.I\68 AMINIMUM YARD DIMENSIONS
STRAW WATTLE �\
\ \ r{�, \ \ - FRONT: NONE n n z
$ GY� s. _ SIDE: NONE("5)
$ \ 4 \- / '`° °/III \I \\ J REAR: NONE("6)V l� �` • \ / MAX BUILDING HEIGHT: 35'(NEW CONSTRUCTION COMMERCIAL-SO')
$ —
1�s t. ° \ \ \ II ("5)SIDE YARDS NOT REQUIRED(IF PROVIDED MUST BE A MIN.OF 4') �.`� ,,NA'�''�,/
\ f �V.�.�` l ° I 2? \ \ MIN. 10'SETBACK FROM SIDE STREET REQUIRED ON CORNER LOTS. :�° `°°. ':,
\ \$ �'�., / ° �� I �q'S \ \ \ MIN10'SETBACKREQUIREDWHERE LOT IN CB DISTRICT ABUTS AN O � n d°.® , / . 4, \ \ • ESTABLISHED RESIDENTIAL DISTRICT 2Q ,K'=
` ®® , I o° o \ �/ I \ �I ("6)MINIMUM 10 SETBACK REQUIRED WHERE LOT IN CB DISTRICT ABUTS V;w 2
\ y \ (•:j) AN ESTABLISHED RESIDENTIAL DISTRICT. g'.--
\$ �i. v \a� a°:o d N
\$ �s\ ����' \ ' �I 4/ \I I \� PARKING CALCULATIONS: :,rj'D�° °°g�C\e,-
7
ALL SLOPES GREATER THAN 3:1 BE NS\ �� \ ° ` / I litit,
- VEHICULAR
FINISH WITHIN 7 DAYS OF ESTABLISHED 4 °9'� h, I +II .- SPACES PROVIDED: 50
FINISH GRADE FOR STABILIZATION.PERMANENT
VEGETATION SEED TO CONFORM WITH SEEDING $'\ , \* ) �/ / ( r X� / - / HANDICAPPED SPACES:
REQUIREMENTS SHOWN ON DETAIL SHEET. ��\ y \�' / : / SPACES REQUIRED: 2
Fir SPACES PROVIDED: 2
'II
\ / /KK
/ // - # / LOADING/UNLOADING SPACES(12'x40'):
s\ � / / r AI __ <, , REQUIRED SPACES(1/5000 SF): 2
/ /��r re y:ii7'.:104 /0 PROVIDED SPACES: 2
\ 4' / Y �j r BUILDING DATA:
46.
$\ 0\ f \\ ��A II / ., / / / /// II �.1.4i, BUILDING DESCRIPTION HEIGHT CQA W
\ q, qSn �'�, / / // / / �p� ,�� �� PLAN D DGPM SINGLE-STORY STEEL 18' 12,480 SF z
\ \ / \ �` I /"•\ ' Ilkt \ , / / , ,/ / / .. �"p*►ate CC
v v .�� �/� ��' / /�/ o
\ \ \ �� /
$ w
V \ \/ / V �/ // > ® -PROPOSED WATER BAR(SEE DETAIL D3.26) 47 o
�� /- / / W o
\� litt
t� \ // // ..i ' PROPOSED 50'x25'x12"CONSTRUCTION /� N
2\ -� �'� / / a� �, r �� /1 9� ENTRANCE(SEE DETAIL D3.25) CC
\T9 \ / / JJ/ Q{�;JY T ((CONSTRUCTION ENTRANCE TO BE
\$ � \ / l_ C,O MAINTAINED AND ADDITIONAL STONE \ CDC INSPECTIONS HOTLINE' U
\ �` \ / fi' / n co J
\\ A \/ \. �e / /� °" ��� i / / / ADDED ON REGULAR BASIS AS NEEDED)\ ® a
I� 828-771-4755 OR INSPECTION COCGO.COM
\$ ss- f ° P 4�P LATITUDE: 35.2024 �III,..,II� a
'�� C*t'S LONGITUDE: -83.8223 ���������� ������ a W S
s 111 ',0000. 811 . 1 g
$\ sN �, / PROPOSED SUPER SILT FENCE ALONG MAIN STREET TO
Lo
\ BE INSTALLED ONCE ROUGH GRADING IS ESTABLISED Know what's below.
- m
\o�+ / / (TYP)(SEE DETAIL D3.11) Cell beforeyou
$ dig. NORTH
� � I
,{./ \ \ DRAWN BY: EDL
�/ M' \ 262
PERMIT NO.CDC CT NO.: 22TBD
0 $ \ �/� EROSION CONTROL PLAN
\ \ a v 4/
$ I / PROPOSED STRAW WATTLE
\ (TYP)(SEE DETAIL D3.27) 0 GRAPHIC SCALE4 0 60
a SHEET
$ ss
• - -
4/ O ( IN FEET) C301
/ ,,,,,
\ \\ 1 inch= 20 ft.
/ss i

4 2
GR-EC-SW NOTES H 2 1 VICINITY MAP <2g„ ,2'se
1. SEE GRADING,EROSION CONTROL, AND STORM DRAINAGE DETAIL (NOT TO SCALE) '!"2;N J r n
SHEETS FOR ALL GENERAL NOTES.CONTRACTOR RESPONSIBLE FOR I C_m m w m m
INCLUSION OF DETAILS SHEETS WITH ALL PLANS. -� / i tu i u y y w LL ADJACENT PROPERTY LINE(TYP) O o
2. NO PORTION OF THIS PROJECT LIES`WITHIN THE 100-YR FEMA / / ' a a i i N.
FLOODPLAIN. 1 /
3. SOIL TYPE: BnC,SuB 50'PUBLIC R/W / us HWY.19/74 N 3
SOIL GROUP: B(WELL DRAINED) (PER SCALING OF P8 A PG 4) / '
\\\ -' '' / ' `> / PROPERTY
4. STREAM INFORMATION: / / \\ '/ EXISTING 12"WLYERT / N "o �� E
STREAM INDEX: 1-52 / �✓1 T % \ /' SAMUEL -p ~n Q
STREAM NAME: VALLEY RIVER / / / / / PIN:5566-
CLASSIFICATION: C;TR / �i_' DB 144 r` 5T. s a
RIVER BASIN: HIWASSEE / /�' ,I PB G .SS 0 g m
/ yam+
5. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE //// /'///j i' N _ N d 'w
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, \ a
OR EMAIL AT INSPECTIONSWCDCGO.COM. \ \ / /i / I 5'X' �" ._ oz -U 9
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING / \ / / /��/ \ SOS �F N �' 'co o u
OR REDOING WORK \ „ �% // \ �\� t� a , 0 B
s U�U
i PROPOSED WATER SYSTEM(TYP)
6. RETAINING WALLS: / PROPERTY LINE(TYP) / j'�/ ---'-_-- ,-'-
(11111)
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL \ L __ \ --- ��
TO FINISH GRADE ELEVATION.CONTRACTOR TO ACCOUNT FOR N _ - - _ ___-- _-FOOTER/COVER OVER FOOTER.REFER TO WALL DESIGN FOR FOOTER �� PROPOSED RETAINING WALL • • %4, I - - DEVELOPMENT DATA
DESIGN.WALL DESIGN TO ALSO ACCOMMODATE STORM PIPE / / \ MAX HEIGHT: 4±FT / N _------ - _
PENETRATIONS PER PLANS. TYP (DESIGN BY OTHERS) ' - '3•10, -- THE BROADWAY GROUP,LLC
'(`• I /(TYP) �' i_/ ) OWNER/DEVELOPER.
WALL DESIGN TO INCLUDE FOOTING DRAIN AND 457 WASHED STONE 1 \,�lC - _ i' _------ 216 WESTSIDE SQUARE
BEHIND WALL UP TO THE FULL DEPTH OF THE AREA OF GEOGRID / / $' • \l� \ �'�'i ' 4/1•1 HUNTSVILLE,AL 35801
FROM BOTTOM TO TOP OF WALL. t p '/ i - 1784 CONTACT: ROBERT M.BROADWAY
1� �> / --% i 1788 [phone] a
``AA ��/ .6w 00 �\
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30"OR \ •
\\`' / ► --- ry
MORE SHALL BE PROTECTED WITH A GUARDRAIL. THE GUARDRAIL / / \ yy��y7 f 1790 ------ CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A.
`\Sly ��/ - %' Fasi2�����j�� / /- \\I 168 PATTON AVENUE U
SHALL BE SPHERE42"MINIMUM IN HEIGHT,AND PREVENT THE PASSAGE OF \ \ l� - u 92, sW 2 '•' j %-�1= ASHEVILLE,NC 28801 W
BW 92
A 21" UNLESS ADJACENT TO A WALKING SURFACE. \ \ _/_,`/ �L9L/ �� --- ---` I\ CONTACT: BEN MUNN,P.E. in
COORDINATE BARRIER STYLE AND COLOR WITH ARCHITECT AND / /_ y---`N•' �' T �/ ^ \ -- \ [phone] ti) y1j
ENGINEER.SEE SITE PLAN FOR APPROXIMATE LOCATION OF \ \ \ ��--- 6 A. �' 1;] G 9}'G- r-FG 92.8�/ �� 2.3 O
FENCING/BARRIERS. \ i j 1� J� t ,y ! G...77 /`� \\`` SURVEYOR: MCABEE&ASSOCIATES,P.A. J
-�� 6'S �-F - I PO BOX 1768
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW \ \ \ i ♦ c sa.s \ ! c 9z�- _ \ FAIRVIEW,NC 28730
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE WALL / \ \ ��/� y nv a2.: ♦ sw e3.9 -� ,c ya,} CONTACT: J.BARRY WEST
/
STYLE AND COLOR WITH ARCHITECT AND ENGINEER. \ \ \�>�W 92 s 9 o FaGTu9 s2. •� ' I ..� , • 6 I I [phone] Z
a1
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR \ \ / ♦ Fc e3.z - �$ / z' 1• •
\
•
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR \ / / ♦ u 9z sGy 9q},q �• G 93 9 ' �� -
CONSTRUCTION.CONTRACTOR RESPONSIBLE FOR CONSTRUCTING / iy�% c 9z7- O __ w w m
RETAINING WALLS IN ACCORDANCE WITH ALL WALL MANUFACTURERS / \ T_ ---
/.. --______ -- w 939 :�' ' '/ PROJECT DATA
STANDARDS AND SPECIFICATIONS. =� __ le -:u 92,5 4 ��
�' ♦ SW 93.9 - •IM 930
_ . 9a4 �'p / PIN: 5556-1693-8667-000,
ALL RETAINING WALLS 4'OR GREATER TO BE SUBMITTED TO / \ / --�X ♦♦♦ - 9G a i �P yz] ' ' PROPOSED STORM SYSTEM(TYP) 5556-1693-9684-000
CHEROKEE COUNTY BUILDING CODE ENFORCEMENT DIVISION FOR / /�� / 111' ♦ - ` ADDRESS: 1155 MAIN ST ANDREWS,NC 28901
REVIEW AND APPROVAL AND CERTIFIED BY THE WALL ENGINEER / A
�/ �\ \• ♦� '\, I DEED BOOK/PAGE: 1211/640, 1488/483
UPON COMPLETION.RETAINING WALLS SUBJECT TO ADDITIONAL \ ///j/ - ---•� \ ♦♦ \x �w I I PROJECT ACREAGE: (1,428 ACRES,TOTAL)ACRES
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL / \ /iiGGG /// \ ♦ N 9a� / ' I (1.426t ACRES vwi
EP 93.a I CURRENT ZONING: CB(CENTRAL BUSINESS
\ -
\\ � / / 1 ♦♦♦♦ ® N- �'! \� ' \\,\\
) YIN J�� �J DISTURBED AREA: 1.50 ACm -
�� m a'" I ' i♦♦ ,� jI DB 153z Pe loaz PgE PosT w o- \ / / - PB A PG S IMPERVIOUS AREA: 0.01 ACRES(0.5%) 0.98 ACRES(68.4%)
Fc 9a.• G 92's �. I _ I. PERVIOUS AREA, 1.42 ACRES(99.5%)0,45 ACRES(31.6%)/♦♦♦ � NEB n .c 9c.9 a o�♦ wmVII
\ `.:� 1 • \\. /4SW 937 \ Nli , -M 90.3
G 93s 1 :C 90.8
9}4 kgOs� ■I 1IG0 Slti'�gCIS / c926\ 1ZONINGDATA n� •�' SW 94� G 935S Q) / F W 93.6 10ow✓' L - `a3� �j �� AC��" ,� \ I DIMENSIONALREQUIREMENTSio-� �y , 11w 93.e \ MINIMUM LOT SIZE: NONE
`y \ Sr ' • \ PIN:55556 1003-OG84 0� MINIMUM LOT WIDTH AT BUILDING LINE: 20'
\ \, s/ AREA= l I)68 A "ESIMINIMUM YARD DIMENSIONS
\ �y,�' / \\f, ® SDE:FRON NONE
NONE("5) "' z
\ `�� V'j j \, REAR: NONE("6) I ,JVIA F sG 9a.a sW9 / MAX BUILDING HEIGHT: 35'(NEW CONSTRUCTION COMMERCIAL-50')
SW 939 SW 94 0sw 9e..G , ("5)SIDE YARDS NOT REQUIRED(IF PROVIDED MUST BE A MIN.OF 4') �` P,<° A/N�''\ Piu s3.: \ MIN. 10'SETBACK FROM SIDE STREET REQUIRED ON CORNER LOTS. '-?5-�':\ ✓ (5� , G933 / H \ }B31g'S \ , MIN. 10'SETBACK REQUIRED WHERE LOT IN CB DISTRICT ABUTS AN Oo •\ P / / 93sw \ MSTABLISH0D RESIACKTIAL UIREDICT. Q,o d�°2-
/ ("6)MINIMUM 10'SETBACK REQUIRED WHERE LOT IN CB DISTRICT ABUTS
\ IAN ESTABLISHED RESIDENTIAL DISTRICT. _ .LL a Z`\ Se :0 931 sw SW 9 93-6_. 33 y-£G 929 \ \ \ PARKING CALCULATIONS: " ��Q9v / 9,8 E\ ��G aaa � G 92:9 II / i/ / I _ - HICSPACES PROVIDED: 50
t / / / �C 92.5\ / HANDICAPPED SPACES:
\ // `F0 96 2 /� 93.3
93 z / \-rc 92.9 �¢ \2 Fo 92' \ '/y �/ w 9i.c' / SPACES REQUIRED: 2
SPACES PROVIDED: 2
/ sr SW 96. SW / i. G$1 r
EP 92.J /
�'/1 \ / // FO 92. /� LOADING/UNLOADING SPACES(12'x40'):
\ ' \ G 923 `\ // // / IrtA //le 92.E EP 91.7 ) W 91.9 L REQUIRED SPACES(1/5000 SF): 2
PROVIDED SPACES: 2
\ \ > A
II / /¢ / // / / c 9t.s - BUILDING DATA: -
\ / \\e p\` 4 // X
/ // P s1'e````` EP N: BUILDING DESCRIPTION HEIGHTCGAWQ\ i / / \ / / ` Svc s1.6 PLAN D DGPM SINGLE-STORY STEEL 18' 12,48E SF z
'G SW 94.6 \ A / / /j P 91.6 -
` V
00111.--4
\ ----'-'--1 \
\ \ //
/ `-EP 92.E _ Co
A
,,,,
.. ......
1111
PROPOSED SEWER SYSTEM(TYP) ,a• / // / _ / / Q a
/ �� o
W 91.27
LLI
lair #�\ /\ ,o,
;� �C�0 CDC INSPECTIONS HOTLINE: CO
CC i
\ / `--FG 90.7 / �/ / .rt4$ � ' / 828-771-4755 OR [e-mail]
�' N.1� P
\ s\i FG 9G� / G90.i 'W9G5 I O a
g I I
_� //// Cil�h�` 60'PUBLIC R/W �����Oil ������� W o
sw 90.
k8101
- Fc 90.E '0yl (PER DB 121 I PG 640 1 I e_
CC
6W 90.E sW 90.3 '' *SCALING OF PB A PG 4) CI
III g50'PUBLIC RM/ \ 89.8 / - Z
(PER SCALING OF ES A PG 4) -- - rc
SW B9.6 \ Know what's below. w Q
\ W E9.2 / / - 4 m
/ Cell before you dig. NORTH
\ \ DRAWN BY: EDL
H' \ CDC PERMIT NO,CT NO.: 22262
TBD
\ \\ A N-" FINE GRADING PLAN
, ,\ J• \ /�
_ GRAPHIC SCALE
/ss
- 20 9 19 20 40 00 SHEET
fi •
'�1 \ C401
4/§ 1 / s 1NFEET>
s// \ 1 inch= 20 ft.

PIPE TABLE ..--- --EXISTING 12"CMP STORM 4
wF'S
GR-EC-SW NOTES STORM LEGEND VICINITY MAP z CO
(SLOPES BASED ON 2D LENGTH TO INSIDE EDGES) PIPE TO REMAIN(TOP) \ a i g N i 6 c
INV. IN: 1774.2' z
1. SEE GRADING,EROSION CONTROL, AND STORM DRAINAGE DETAIL - - / / (NOT TO SCALE) p N w r n PIPE NAME SIZE LENGTH SLOPE MATERIAL EXISTING STORM PIPE - - ff w
SHEETS FOR ALL GENERAL NOTES.CONTRACTOR RESPONSIBLE FOR / C_m_ w 9 m m
INCLUSION OF DETAILS SHEETS WITH ALL PLANS. Al-B1 18" 72' a6% HDPE EXISTING STORM STRUCTURE B "� / a W z LL W y W LL
ADJACENT PROPERTY LINE(TYP) / $y i z i i
2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA A2-Al 18" 59' 0.DD HDPE a a <n
FLOODPLAIN. PROPOSED STORM PIPE • • , /
3. SOIL TYPE: BnC,SuB B1-60 18" 30' 2.5% HDPE t� /
US HWY.19/74 ¢3
50'PUBLIC R/W \ / 3
82-B1 18" 44' 6.7% HDPE iii
PROPOSED HEADWALL (PER SCALING OF P8 A PG 4)
SOIL GROUP: B(WELL DRAINED) \\
63-B2 18" 31' 0.6% HDPE PROPOSED GRATE INLET STRUCTURE ® / \\ / /_`7 / PROPERTY
4. STREAM INFORMATION: % \\� v /j// T 1 )/ N �'p p E
84-B3 12" 21' 0.8% HDPE PROPOSED CURB INLET STRUCTURE ® C 1 / ..
STREAM INDEX: 1-52 / 1 // / \\/// SAMUEL -p lkl,
QSTREAM NAME: VALLEY RIVER 85-B4 12 16' 1.0% HOPE PROPOSED JUNCTION BOX/ 0 / / / i / J PIN:556E-I 9OPEN THROAT STRUCTURECLASSIFICATION: C;TR B6-85 12" 18' 0.8% HDPE /'����_� DB 144 5t. dRIVER BASIN: HIWASSEE PROPOSED RIP-RAP APRON i'i' ,, PB G .SS O•
B7-86 12" 131' 0.6% HDPE tee"' / / \\ yam+
5. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE / ///�� \\- / N d '�
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, B8-B7 12" 19' 0.4% HDPE a
OR EMAIL AT INSPECTIONSCCDCGO.COM. \ \ / / / ( 5'� �" ._ Z ,�f)
89-88 12" 11' 0.7% HDPE / / PROPERTY LINE(TYP) \\ \ / /i/ j // ✓ \SOS S�\� y� Q =, N '3
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING ------
\ '1 _
OR REDOING WORK B10-ES 12" 18' 0.5% HDPE // i% '\ S o ;
s
U�U
6. RETAINING WALLS: Eli-B10 12" 18' 0.5% HDPE / / �// \ - ,-
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL \ '/j -- li
TO FINISH GRADE ELEVATION.CONTRACTOR TO ACCOUNT FOR CI)
\ \� ---- _ ___---FOOTER/COVER OVER FOOTER.REFER TO WALL DESIGN FOR FOOTER \ I ( - - DEVELOPMENT DATA
DESIGN.WALL DESIGN TO ALSO ACCOMMODATE STORM PIPE / / 0-\ \ ` _ _ --- -- _
PENETRATIONS PER PLANS. �(`♦ �+I 1 I�Nj �� / _ =?'' ___ PROPOSED RIP RAP APRON'B' OWNER/DEVELOPER: THE BROADWAY GROUP,LLC
WALL DESIGN TO INCLUDE FOOTING DRAIN AND#57 WASHED STONE 1 \ lv i-. __ - - LENGTH: 10' 216 WESTSIDE SQUARE
,S�') \ / iiii S HUNTSVILLE,AL 35801
BEHIND WALL UP TO THE FULL DEPTH OF THE AREA OF GEOGRID / tt` 5`� tSPs�'\ --� i � _- WIDTH AT FES: 6' ROBERT M.BROADWAY
FROM BOTTOM TO TOP OF WALL. i�. �4L ,p1 j/ %- - - 178A g6�' - - WIDTH AT END: 12' CONTACT:
i `A '' • i _j7 - 178a DEPTH: 18" [phone]
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30"OR PROPOSED YARD INLET \ I�\`' j/ i - 179p _ __- STONE CLASS: B CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. ''
/�/
MORE SHALL BE PROTECTED WITH A GUARDRAIL. THE GUARDRAIL (TYP)(SEE DETAIL D5.11) \ '�0.y _ ,...........%'� _ _ (SEE DETAIL D5.16) 168 PATTON AVENUE
SHALL BE 42"MINIMUM IN HEIGHT,AND PREVENT THE PASSAGE OF / \ 14v\" / �� __b/ �� / ASHEVILLE,NC 28801
A 21"SPHERE UNLESS ADJACENT TO A WALKING SURFACE. _ BEN MUNN,PE i \ ,- - - -' CONTACT: P.E. z
COORDINATE BARRIER STYLE AND COLOR WITH ARCHITECT AND \\ /_ ' - ���.7 - / /� 1 PROPOSED FLARED END SECTION(TYP) [phone]
ENGINEER.SEE SITE PLAN FOR APPROXIMATE LOCATION OF \ \ ---2-_- _______ S� -- \
® / _ /\- (SEE TABLE AND DETAIL D5.16) V
FENCING/BARRIERS. i %,__ / SURVEYOR: MCABEE&ASSOCIATES,P.A. 3
\ \ -K-- _ - 0 */ G0j CD `y PO BOX 1768
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW \ \ ��%-\ ,# ' �� _ iti: \ FAIRVIEW,NC 28730 Cm) i
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE WALL / \ _ �.j/ \ � � CONTACT: J.BARRY WEST V
STYLE AND COLOR WITH ARCHITECT AND ENGINEER. \ \ / \ / \ y� 114) PROPOSED STORM PIPE(TOP) [phone] z
/�� , _ v ' (SEE TABLE AND DETAIL D5.13)
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR \ \
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR �/y/ ® , \ _-
CONSTRUCTION.CONTRACTOR RESPONSIBLE FOR CONSTRUCTING / \ /% \ \ ✓ \ - w w m
RETAINING WALLS IN ACCORDANCE WITH ALL WALL MANUFACTURERS \ / j ,11' \�\ �y _ // $..
� � \�' PROPOSED WATER SYSTEM(TYP) PROJECT DATA
STANDARDS AND SPECIFICATIONS. =��i�
/ _ \ PIN: 5556-1693-8667-000,
ALL RETAINING WALLS 4'OR GREATER TO BE SUBMITTED TO THE / \ �.. h \ �� --- \ 5556-1693-9684-000
CITY OF ASHEVILLE CERTIFIED
BUILDING SAFETY DIVISION FOR REVIEW AND / -- / -� ' PROPOSED WATER CROSSING ADDRESS: 1155 MAIN ST ANDREWS,NC 28901
APPROVAL AND CERTIFIED BY THE WALL ENGINEER UPON , \ �� \ \ �� DEED BOOK/PAGE. 1211/640, 1488/4B3
/� \ w \ (12"MIN.VERTICAL SEPARATION)
COMPLETION.RETAINING WALLS SUBJECT TO ADDITIONAL \ ✓/�� i-- ---'', \ �� \� / 0 PROJECT ACREAGE: 0.258+ACRES,1.168+ ACRES
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL. , \ V� / \ # -�/- Aiii ' (1.426+ACRES TOTAL)aCURRENT ZONING: CB(CENTRAL BUSINESS)
YARD INLET TABLE \ / /7. i / /(INVERTS BASED ON 2D LENGTH TO INSIDE EDGES) � ►�! / / ' i/I
Plh ��L!3 .3 ` ' DISTURBED AREA: 1.50 ACSTRUCTURE STATION STRUCTURE DETAILS DEPTH DESCRIPTON / // >. DB 1532P! 1082 pgE POST ir,o PEA PC 8 IMPERVIOUS AREA: 0.01 ACRES(0.5%) 0.98 ACRES(68.4%) o w
RIM 1793.0 \ % PERVIOUS AREA: 1.42 ACRES(99.5%)0.45 ACRES(31.6%)
84 11+58 INV.IN 1787.9(B5-64) 5.2} YARD INLET / 1 / 0# Q) I im\ '
INV.OUT 1787.800 84-83 / ♦ '�II(�, / Q N� \ 1
RIM 1793.1( ) ® , ��1' (V 0�� I A7
85 11+78 INV IN 1788.1 (B6-B5) 5.0} YARD INLET �� C �j / \
INV.OUT nea.loo(35-B4> �Sl I
RIM ns3.1 �� f� 5 110 �� 1
BE 11+98 INV.IN 1788.4(B7-86) 4.8} YARD INLET / G , P� Slv1 \ N fili
ZONING DATA \ \
INV.OUT 1788.254(B6-65) \ f� � }. ��� ``1 ��� / I DIMENSIONAL REQUIREMENTS o ,,'-'0
RIM 1793.4 \r *yY 1� \ MINIMUM LOT SIZE NONE
87 13+31 INV.IN 1789.3(B8 87) 4.7} YARD INLET \ -- ✓Ln �• 1° \ PIN:Jr".J.J6 ( r.31g:.(� MINIMUM LOT WIDTH AT BUILDING LINE. 20' o
INV.OUT 1789.238(87 B6) \ •� \, '- / 4 \ AREA=1 I\6fjA '55 N
)i)
\ PROPOSED STORM STRUCTURE(GYP) MINIMUM YARD DIMENSIONSO\ " ' (SEE TABLE&DETAIL D5.12) S DE: NONE n zRIM 17939 ° , bi \ \ SIDE: NONE("5)
B8 13+52 INV.IN 1789.5(89 88) 5.1} YARD INLET '^ REAR: NONE("6)
INV.OUT 1789.423(BS B7) \ vj e. , 9 ; \ \ \\ • MAX BUILDING HEIGHT: 35'(NEW CONSTRUCTION COMMERCIAL 50')
/ I
RIM 17931 _ , \ / ("5)SIDE YARDS NOT REQUIRED(IF PROVIDED MUST BE A MIN OF 4') .``� A/N�''°,
B9 11+36 INV.IN 1789.7(B10-B9) 3.5± YARD INLET \ � \ \ MIN. 10'SETBACK FROM SIDE STREET REQUIRED ON CORNER LOTS. `��\ °°��y�':
INV.OUT 1789.604(B9-B8) \1 \ -, MIN. 10'SETBACK REQUIRED WHERE LOT IN CB DISTRICT ABUTS AN SOY'= V ° °
\ 'I /, NO9 \ \ ( ESTABLISHED RESIDENTIAL DISTRICT.
RIM 1793.1 ; \ 1/ I \\ \ I (-6)MINIMUM 10'SETBACK REQUIRED WHERE LOT IN CB DISTRICT ABUTS `',',0
610 10+14 INV IN 1789.9(B11 B10) 3,3t YARD INLET 4, \ (_,j1 AN ESTABLISHED RESIDENTIAL DISTRICT. - �\
INV.OUT nasso4(B10-69) \ a ♦ / iI �:o� ��°°
RIM 1793.1 • \ \ \ PARKING CALCULATIONS: d°^,d� �P`\I
B11 10+34 INV.OUT 1790.000(B11-610) 3.1} YARD INLET \ \N �' ° / / � `�� /g ( (I \\ 14�\ VEHICULAR: O� � � \\
I
s\ \ „9� h, I SPACES PROVIDED: 50
/ % g/ / / \ / / _ ' HANDICAPPED SPACES:
�� / ``` / �'- , SPACES REQUIRED: 2
\ / \ / / / SPACES PROVIDED: 2
G y
/ // )// LOADING/UNLOADING SPACES(12x40'):
\\ H'� \ \ // / 4 /i _�N,' PROVIDED SPACES:(1/5000 SF): 2
6 \\. i / // // / / t[\" ` BUILDING DATA:
\ \ / \ I / / // /```` BUILDING DESCRIPTION HEIGHTCAAW ii,/A
/ / / / ```` PLAN 0 DGPM SINGLE-STORY STEEL 18' 12,480 SF O
STRUCTURE TABLE / / / / _
CIC
(INVERTS BASED ON 2D LENGTH TO INSIDE EDGES) \ \5 / / / / / ��� _ O
STRUCTURE STATION STRUCTURE DETAILS DEPTH DESCRIPTON \ / /5 //� // \,�/ 0 /'
RIM 1789.8( / \/� / / CI)
Al 10+77 INV.IN 1784.2(A2-Al) 5.7} CURB INLET \ \ \ \ / / / / F s,a �/ /
INV.OUT 1784.700(A1-B1) / / C _ / / J 3
\ \�° / // // / w
A2 11+40 RIM 1791.4 6.8} CURB INLET \ i i
INV.OUT 7784.600(A2-A1) \ \\ _lit
� / / / / °.'/
RIM 1791.E \ / / /// // O
INV.IN 1783.3(B2-B1) \N \ ��1� / lip' / / - / W
B7 10+50 8.2± CURB INLET 1. / i+
INV.IN 1783.6(Al-B1) \ i ® 4' CC O
INV.OUT 1783.500(B1-B0) -- /
/ � �'vK C��I CDC INSPECTIONS HOTLINE:
RIM 1792.9 / / i/ i-N/ _S ,�•� CO
\ Tn 11 / / lVV \�'yam // ® .
B2 10+98 INV. IN 1786.7(83-82) 6.3} CURB INLET \ / ' 828-771-4755 OR [e-mail] o 3
INV.OUT 1786.600(B2-61) PROPOSED SEWER SYSTEM(TYP) 4 �,/ / •
�� _ / 1(lI� P I I"I a a
RIM 1792.6 ��� - �.. _ GIIQ'S4� / / CO'PUBLIC R/W o III II III I J W
Ippk_ III II a
a �'
B3 11+34 INV. IN 1787.6(64-B3) 5.7+ CURB INLET r �_� - A �1 (PER DN G OF PB A PG 4) 811
L. iI II I ''''.1
QINV.OUT 1786.900(B3-B2) z
50 PUBLIC RAM *1116°. ill -i in\ -'11111k10, .111110
(PER SCALING OF PBAPG 4) \ \ / i/ ' Know what's beIOW. - o Q
J / Call before you dig. NORTH
\ \ / A
DRAWN BY: EDL
CDC PROJECT NO.: 22262
H' PERMIT NO. TBD
EXISTING STORM CATCH \ \ /° STORM DRAINAGE PLAN
BASIN TO REMAIN(TYP) `,i\ .4, \ /
RIM: 1788.5'
se
INV.: 1782.0' ss \ I _ / -
wLET/ouTLET TABLE
/ (\Y __ , GRAPHIC SCALE
(INVERTS BASED ON 2D LENGTH TO INSIDE EDGES) EXISTING STORM LINE - 20 0 10 20 40 60 SHEET
TO REMAIN(TYP) 5 s , ==_ C 5 01
STRUCTURE STATION STRUCTURE DETAILS DESCRIPTON �� s
BO 10+17 INV.IN 1782.7(81-80) Medium FES �°
/ss 1.
4 ( IN FEET)
/ / i� \ \ 1 inch= 20 ft..

gill l'F.s
H
iF3N Q
�z
2
a=m1 ~112 a6LL Nz u ia
a
¢3
3
1820 1✓i20
E
a
N G
Q Q 3
1810 18100
if1800 800
EXISTING GROUND(TOP) m m m
H 59LF-18"HDPE 0 0.7%
PROPOSED GROUND(TYP)
72LF-18"HDPE 0 0.7%I W^
3 0
179) — — — — 790 ¢ o
o
` a
M w
o
a
I
a
1780- t 1780 - `" z
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ro I
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j,.m pie P
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mmm �;
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1770 1770
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CC o
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17600 01760 J 3
+ + :CC
o
H a
W
STORM LINE A PROFILE Ce o
CO
W
I
C o
Z
Q
DRAWN BY: EDL
CDC PROJECT NO.: 22262
STORM PROFILES PERMIT NO. TBD
PROFILE SCALE
o SHEET
0
I II I I II I
1 Inch=20 R.(H) ( IN FEET) 1 Inch=4 fi.(V) C502

HH
H!d
1820 12�20 'a i Q i
3
3
iii
a 23
U
N C
1810 1810 2 N o
O Q 8
(1111)
18LF-12"HDPE 9 0.5%
18LF-12"HOPE 0 0.6%
0
11LF-12"HOPE CI 0.8% U
EXISTING GROUND(TYP)
/ 12hbDPE 0 0.4% H 131 LF-12"HDPE®0.fi% ss
18000 18LF-12"HDPE®0.9% 1II00 w
O
N
18LF-12"HDPE 1.1%
m
Z
-21LF-12"HDPE 0 0.9% PROPOSED GROUND(TYP)
w w m
_____
________. _
- HDPE C 0.6%
,_
44LF- �__/.
_____
179��— — - _I _____
- 1790
w I\ S S
w m rc
-30LF 18"HDPE 0 2.7% m m\ ¢ m N
w F "'
s
o ,p
1780 if im Im t7so n a
1123
m m *�.m o m m a m o
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*n +1 m.�iH
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m :2'n- _ `" �� dine_
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mom- �„ 2/1,%
-O.c ,il
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1770
1770
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750 o 0 0 0 01750 .. a
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STORM LINE B PROFILE o Q
DRAWN BY: EDL
CDC PROJECT NO.: 22262
STORM PROFILES PERMIT NO. TBD
PROFILE SCALE
o SHEET
0
I II I I II I
1 Inch=20 ft.(H) ( IN FEET) 1nch=4 fi.(V) C503

UTILITY NOTES m 0� z H ,;
�/ ' VICINITY MAP ;d.4 ��
1. SEE UTILITY DETAIL SHEETS FOR ALL GENERAL WATER&SEWER / / �/ (NOT TO SCALE) p J m 411
NOTES. CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS )__�_
SHEETS WITH ALL UTILITY PLANS. '‘./
''/ \--'� / a '..1 i 11 u
2. WATER METERS ARE TO BE PLACED MAXIMUM OF 5'OFF EDGE OF /o'' / , '.1 a PAVEMENT/SIDEWALK. WHEN A UTILITY STRIP IS PRESENT,METERS / ,,A ��` /' USHW'Y.19/74
SHALLSU INSTALLEDDWITHIN RI STRIP.WHEN SIDEWALK IS / \ /
CONSTRUCTED AND NO STRIP IS AVAILABLE,SERVICE LINES °�'* \\ '� ^I N
CROSSING SIDEWALK SHALL BE CONSTRUCTED WITH PVC SLEEVE
EXTENDING 6"ON ETHER SIDE OF SIDEWALK PER TOWN OF / o`/ \\ / / � / PROPERTY
ANDREWS STANDARDS AND SPECIFICATIONS. i / \\ i' / /,//T'7 1/ N n E
0 %
3. CROSSINGS TO MAINTAIN MSD REQUIRED VERTICAL SEPARATION. PROPOSED TAPPING SADDLE ON EXISTING ar` OH U PROPOSED OAMUEL -p N
CONTRACTOR TO CONTACT ENGINEER ON ANY CROSSING THAT DOES WATER LINE(SEE DETAIL D8.14) / /' / / 1-I"RPZ BACKFLOW PREVENTER IN ABOVE GROUND 55G4-I vL Q
NOT MEET THIS SEPARATION,OR SEPARATION IS CLOSER THAN 1'. NOTE , /o� i HEATED ENCLOSURE(ENCLOSURE TO MEET DB 144 ` t likt aREFER TO GENERAL NOTES ON SEWER DETAIL SHEET FOR CONTRACTOR TO VERIFY LOCATION/SIZE/ �"' __ i ASSE 1060 STANDARD REQUIREMENTS)(SEE PB 6 .S S O y"
SEPARATION REQUIREMENTS BETWEEN UTILITIES. MATERIAL PRIOR TO ORDERING MATERIALS. a` '-- DETAIL D6.11) y�
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE ' 711 / ---/���j / — t 1II N O d a
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, PROPOSED 3/4"WATER METER IN BELOW /ox \ \\ // „";,-----,-.1 .-_--- I 5''. ._ z V >_
OR EMAIL AT INSPECTION000DCGO.COM. GROUND VAULT(SEE DETAIL D8.13) \ / / / SpCY �F § =°y[
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING / \ \ / //' - \ Sl��- t��(. N O ;
OR REDOING WORK. i„.„--1,--- \' o U♦�U 3
6/8"IRRIGATION METER(BY OTHERS) / j -I-
PROPOSED `� ✓°
5. TYPICAL EASEMENTS FOR WATER/SEWER LINES LOCATED OUTSIDE o i / \\— ———— — S
CI)
ESTABLISHED UTILITY EASEMENTS OR ROAD RIGHT-OF-WAYS SHALL \ / _ — PROPOSED 1"SDR 21 PVC WATER LINE
BE AS SHOWN.THE ENTIRE WATER/SEWER EASEMENT MUST BE PROPOSED 1'CONTOURS(TYP) \ '/ / /— —— \ _— — (TYP)(3'MIN.COVER)(SEE DETAIL D6.12)
CLEAR AND REMAINED CLEARED OF TREE PLANTINGS,EXISTING \ �� \ \_ —————
AND ANY PERMANENT STRUCTURES. PROPOSED RETAINING WALL / / /o�� �Y(` ` ' --` I — --------
TREES, DEVELOPMENT DATA
(TYP)(DESIGNED BY OTHERS) a^ . \ — — -
r — — _ I OWNER/DEVELOPER: THE BROADWAY GROUP,LLC
6. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FNMA / �• 1CID _ — -- 216 WESTSIDE SQUARE
FLOODPLAIN. \`cl\ `��` —— 35801
—
PROPERTY LINE(TYP) • `��\ \ i 7 Siy h ROBERTI M. AL BROADWAY
t� g4 CONTACT: ROBERT M.BROADWAY
� t�S�\p� � �J / i�— �— 1i — aze)533-7287 a
SEWER LEGEND EXISTING 1'CONTOURS(TYP) / 7 / -------� 1:1 ry
V.,-. / 90 —— CIVIL ENGINEER: CIVIL DESIGN CONCEPTS.P.A. �j/ ��/__ PROPOSED STORM SYSTEM(TYP) 168 PATTON AVENUE
''' ASHEVILLE,NC 28801
PROPOSED SEWER SERVICE —w—ss—ss— • / ���__�' NI. I\ CONTACT: BEN MUNN,P.E. W
EXISTING FIRE '�_ — 82B 252-5388
HYDRANT TO / �j ® - &ASSOCIATES,
Co)\ FAIRVIEW,NC 28730
WATER LINE(CONTRACTOR TO VERIFY /��\ �, , \ �' ��� CONTACT: J.BARRY WEST tmj
82B 628-1295 Z
WATER LEGEND SIZE,MATERIL AND LOCATION PRIOR d'\ /�� --� �� $ II ( )
TO ORDERING MATERIALS) / / /fG I - I
PROPOSED WATER LINE W oX // \ >1.0/..f
\ — ��• _ `-- ; o —_— \
7 / / —�/ _ w w m
PROPOSED GATE VALVE K , /ok 'RE— �Iy� (�—' — ��,�
T �� PROJECT DATA
'Y' — 11111' -�� —' PIN: 5556-1693-8667-DUO,
/ \ X �� `� —_— /��� PROPOSED STORM CROSSING 5556-1693-9684-000
i A / \ �� — / (12"MIN. VERTICAL SEPARATION) ADDRESS: 1155 MAIN ST ANDREWS,NC 28901
\ / \\ \ �� �‘ ♦ ,„K ' '\ i I DEED BOOK/PAGE: 1211/640, 1488/483
EXISTING WATER VALVE \°� ////i—— —— I `� I PROJECT ACREAGE: 0.258t ACRES,1.168t ACRES
/TO REMAIN(TYP) �/\ /i, j' J\ \ #0 . ` iiii
I I (1.426t ACRES TOTAL)
\ / /j i j z/ \\ \ ,# ` \ CURRENT ZONING: CB(CENTRAL BUSINESS)
/ /i//i _ \� PROP I 3 a _o
— PROPOSED BUILDING WATERCONNECTION >
/'%/ ��I < \ \ ,(SEE PLUMBING DRAWINGS FOR CONTINUATION) DISTURBED AREA: 1.50 AC
—.� /o \ // /_ I �� �_ PRE POST o
04,7
+ / "~ _ ' II IMPERVIOUS AREA: 0.01 ACRES(0.5%) 0.98 ACRES(68.4%) o s
tt
——o/ 1 / ,° 1 `'a .� •
- $ PERVIOUS AREA: 1.42 ACRES(99.5%)0.45 ACRES(31.6%) a
w PROPOSED BUILDING SEWER CONNECTION
/ �� ��.�i� e�� \\ / (SEE PLUMBING DRAWINGS FOR CONTINUATION)
7 �y Y /,V 1111
II 1
ca o $� ■l 11
� L S h- $\0,$9 0_ I I ZONING DATA w
//^\\ V
\ \�s 'f�_�� \� �105�' �,' ,��Q --- PROPOSED SEWER CLEANOUT(TYP) DIMENSIONAL REQUIREMENTS o
\ \ \\✓ �t�y� .,� // (100'MAX.SPACING)(SEE DETAILS D7.11&D7.14) MINIMUM LOT SIZE: NONE /i o
L" V \ �IIV:S`J:7i �"f/ry7[ (�' MINIMUM LOT WIDTH AT BUILDING LINE 20'
�,jj � \ ` �'- AREA /,1Fyf�` � MINIMUM YARD DIMENSIONS
\ $\ r{�, \ \ SEE. NONE ^ n z
GYI
\ C ;p 1 RIDE: NONE("6)
0
'^ �- REAR: NONE("6)
\ v'] $ 1 [/ MAX BUILDING HEIGHT: 35'(NEW CONSTRUCTION COMMERCIAL-50')
°s f _ / ("5)SIDE YARDS NOT REQUIRED(IF PROVIDED MUST BE A MIN.OF 4') �.��° NNO'''
\ \ \ 1 MIN. 10'SETBACK FROM SIDE STREET REQUIRED ON CORNER LOTS. :mo °°•°fy�':,�
�1g MIN. 10'SETBACK REQUIRED WHERE LOT IN CB DISTRICT ABUTS AN Oo2 n :"..,°,;:-\,.,11
EXISTING SEWER MANHOLE '� ESTABLISHED RESIDENTIAL DISTRICT. V o bTO REMAIN(TYP) , � / I (-6)MINIMUM 10'SETBACK REQUIRED WHERE LOT IN CB DISTRICT ABUTSV;waRIM: 1796.33' „ AN ESTABLISHED RESIDENTIAL DISTRICT.INV.: 1790.8' ` 6' , I ;Z°:od,NOTE: SMH OBSTRUCTED. \ / PARKING CALCULATIONS: :��j-°°NO FLOW WAS OBSERVED. Ss 4' ) �'ON gcc\J`��
\ \ / 1 — — VEHICULAR:
SPACES PROVIDED: 50
S. _ j' \ 4/ \ \ / / / HANDICAPPED SPACES:
,,( ,K ---.., �' / SPACES REQUIRED: 2
\ \ \ Y /P / SPACES PROVIDED 2
EXISTING 6"VCP SEWER / 'A \ 4 / / /
LINE TO REMAIN(TYP) \ e/) / / / LOADING/UNLOADING SPACES(1n40'):
\\ qy / \�\ \\, \ / /,y/ // / /') ;`� PROVIDED SPACES:REQUIRED SPACES(1/5000 SF): 2
\ 1 a // // ``
\\° 1 / / / / / off BUILDING DATA:
\ / \''°.\` I 4 /' ' //'/ / ` •/� i�`/ / PLAN OGDGPM DESCRIPTION
STEEL HEIGHT 12,0 SF W
/ / / �0�� ,� CC
\� \ 1�� /' --
X /� / „ / _ O
®�� ,
\� \ I—
/' /�/ �' o
\ ,''
V A / I 11110111111-jr
- f s°°
J 3
PROPOSED 4"SCH 40 PVC SEWER SERVICE H �' // ' // ' �/ A
(TYP)(2%MIN.SLOPE)(SEE DETAILS 07.12 dt D7.13) \ h, / '.' i ° QQL i
O
PROPOSED PAVEMENT CUT(TYP) \ /' \ / / i / MI 3
(INSTALL SEWER LINE IN ACCORDANCE WITH I' — ® / / / `(^ M o
NCDOT STANDARDS&SPECIFICATIONS) \ \ / �'( ° / \ 1 CC
(SEE SITE PLAN FOR PAVEMENT REPAIR) °s \,4/ / // %'~ � �� '
-/ / 6/ C O CDC INSPECTIONS HOTLINE: CO\ \ � / ^ l' S S;Ta � 828-771-4755 OR [e-mail]
• P �Sq
\ Illir,
. o / 4T�P ..
'o CC
$- lILU
�/ / 4
\ / \ / IIIIli
a
\ Know what's below. A Q
\% /�\ ('� /�./ \ — / !` Call before you dig. NORTH
•, ` DRAWN BY: EDL
/\ CDC PROJECT NO.: 22262
UTILITY PLAN PERMIT NO. TBD
EXISTING SEVER MANHOLE \�j\ $\ /Jt\� \\ /�/ss /
TO REMAIN(TYP) 1 /'5
RIM: 1788.92' $
INV.: 1782.6' GRAPHIC SCALE
—_ SHEET
20 0 IC 20 40 60
q. fi N 'P • � �
''`��� v ' ' ' - - C601
/ i1
4 IN FEET)
/ i \ \ 1 inch= 20 ft.

woo
WALK WIDTH _ RAMP AREA(SEE / \ 18' PAVEMENT DETAILS i , y
REFER TO PLAN HANDICAP SIGN DETAIL) / \ VAN m m
ACC MNNI9LE 8'4000 PSI CONCRETE o L N ff
6 (SEE DETAIL) A N 4 I.DETAILS ARE STANDARD REQUIREMENTS AND MAY INCREASE OR m_ m
a �/ SLAB WITH#4 REBAR® C w
C) n 12"x6" • a DECREASE WITH VARIOUS SOIL CONDITIONS.AMMENDATIONS i i u i w z LL
SCORE PER PLAN ACCESSIBLE a ° ° °4 12"O.C.EACH WAY INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONSRESERVED3"RADIUS - PARKING ° ° SHALL BE COMPLETED FOR EACH DEVELOPMENT.THE FOLLOWING ¢i s1 1/4"PER FOOT _ / - aDETAILS ARE MINIMUM PAVEMENT REQUIREMENTS INCREASED 3 u
x x 1 1 x///•.' Q •a° ° ° a RECOMMENDATIONS ARE TO BE USED N
PROPOSED STRIPING 2.THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR
PROPOSED STRIPING FOR ACCESS ISLE TO RESERVED 6"CABC�STONE
v FOR PARKING To BE ° - ae"4000 PSI CONCRETE d a° SCARIFIED AND COMPACTED PRIOR TO PLACEMENT OF BASE
BE 6"WIDE MATERIAL.WHERE EXISTING SUBGRADE MATERIALS ARE4"WIDE ci
w w P.n.R K N G w °SLAB WITH#4 REBAR® ° uao ^ 12"O.C.EACH WAY UNSUITABLE,THEY SHALL BE REMOVED AND REPLACED WITH a
4"WASHED STONE BASE • a a° <° 6"DIA.STEEL BOLLARD COMPACTED SELECT MATERIAL IN ACCORDANCE WITH
COURSE(#57 OR#67) MAx PENALTY y. a 4 (TYPICAL)(SEE DETAIL) GEOTECHNICAL RECOMMENDATIONS. w
SURFACE COURSE " 12'xi 8 d
COMPACTED SUBGRADE a ° ° A 3.CONCRETE PAVEMENT(AS RECOMMENDED BY THE GEOTECHNICAL y
4.. \I\��/p) 22. 18• d REPORT OR MINIMUMS)SHALL BE STEEL REINFORCED. +'
CONCRETE WITH 6"X6"/ 8' 5'OR 8' 8' / ° C ): a
a a REINFORCEMENT TYPE SHALL BE PRIOR APPROVED BY OWNER.
1.4x1.4 W.W.F. 6" a 44 ° GI a
0.080"ALUMINUM HANDICAP da° = (,1
4.CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO OWNER FOR
21'Cr 2q' PARKING SIGN.BOLT WITH 5/1fi" a dN
CADMIUM PLATED BOLT,NUTS ° a a PRIOR APPROVAL.ALL JOINTS MUST BE SEALED WITH AN j y G
NOTES: 84 AND WASHERS. APPROVED SEALANT.STEEL REINFORCING SHALL BE USED AT U 0 V 3
NOTE J H < ° a ° JOINTS.REFER TO ACI 330R(GUIDE FOR DESIGN AND
PROVIDE SEALED 1/2"EXPANSION JOINTS AT 40.-0.O.C.AND GALVANIZED STEEL"U"POST WITH H ° CONSTRUCTION OF CONCRETE PARKING LOTS)FOR JOINT DESIGN
(111)
1. ACCESS AISLE FOR CARS SHALL BE 5'AND FOR VANS 8'
AT RIGID STRUCTURES; 1"DEEP TOOLED JOINTS AT 8'-0"O.C. / WEIGHT OF 2 LES/FT,EXTEND 4 AND LAYOUT.
2. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST / -. INTO GROUND a °
a
EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) a ° as 4 a °
TURNED DOWN SIDEWALK DETAIL PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH MAX PENALTY 2"ASPHALT
12"x9"
D2.01 CAROLINA SUPPLEMENT TO THE MUTCD. 1, WEARING COURSE
NOT TO SCALE $250 aA �< a _... // ... //�=• _
GROUND LINE ° 1 1 �, 11/2"ASPHALT
4 ° BINDER COURSE
D2 02 STRIPING AND HANDICAP PARKING DETAIL 24, ° . __. . .,.;p.,; 6"COMPACTED
NOT TO SCALE a ° Z AGGREGATE BASE
g:I ''
NOTES: W COMPACTED SUB <j
-B w
1. SIGN SHALL HAVE WHITE LETTERS ON A BLUE REFLECTIVE BACKGROUND. Q w STANDARD DUTY ASPHALT DETAILADE y
q" 2. ALL SIGNS AND SWIPING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE d w
12" 12" 4" MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTED)PUBLISHED BY THE FEDERAL 1'MITER(TYP)7 U SCALE:NOT TO SCALE O
A - { A HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. DUMPSTER PAD T�DETAIL ECI)J 111J < 2"ASPHALT
SIGN DETAIL D2.04 NOT TO SCALE _ ���AY������� WEARING COURSE U
D2.03 N 2"ASPHALT Z
p 4< NOT TO SCALE < • • • • • BINDER COURSE
SIDEWALK SURFACE ., ;_ .� - -8"COMPACTED
ROUNDED �1I II II!.. AGGREGATE BASE
N 0.4 REBAR CONCRETE CAP
/ \ �L- COMPACTED SUB
LB PRECAST CONCRETE WHEEL STOP 3" . X e X ,X° a ,X ° I I GRADE W w m
4 4 / \ sHInRP EocEs 1/2{� JOINT HEAVY DUTY ASPHALT DETAIL
° 1/8"RAD
6"fl SCbt HEDULE 80 - FILLER SCALE:NOT TO SCALE
STEEL PIPE FILLED REINFORCING AS
WITH CONCRETE AND RECOMMENDED
'�hru-� PAINTED YELLOW TRANSVERSE EXPANSION JOINT BY RECOMMENDED L
a ° I I' ° TRANSVERSE CONSULTANT '^ -
II EXPANSION JOINT 3 o
V II- _ .. ,.,-. I,. ,;• (RE:NOTE 3 ABOVE) -
Ili NO.4 REBAR „ /PROPOSED SIDEWALK S"3,000 PSI CONCRETE m
EMBED IN PAVEMENT 6"MIN. \ / -� - ) 'T'��T'•- ���• ��T■•.��T' 4"COMPACTED
FI FV: ° CONC.4000 P.S.I.MIN. C
AA \ / SEE
PLAN
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T SEE PLAN GROOVE SURFACE VARIES Z ''''77�L
ELEV: BB JOINT (SEE PLAN) 1/2,11, 2 COMPACTED SUB o a
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WHEEL STOP DETAIL TOP OF PROPOSED �r j STANDARD DUTY CONCRETE DETAIL
PAVEMENT •' -4"WASHED STONE BASE a SCALE:NOT TO SCALE
W REINFORCING AS
D2.05 NOT TO SCALE /�� r
NOTF$
1. SIGN SHALL HAVE WHITE LETTERS ON A RED REFLECTIVE BACKGROUND. ° E '" LI + RECOMMENDED
TYPICAL SECTION •F.'•a'• BYGEOTECHNICAL
2. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF -- Z CONSULTANT M
UNIFORM TRAFFIC CONTROL DEVICES(MUTED)PUBLISHED BY THE FEDERAL HIGHWAY . �� N.T.S. 0 j i..•'x'. (RE:NOTE 3 ABOVE) „�i o 0
ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. I PLAN VIEW U - --
��/,� 6"3000 PSI
n '`N 4,000 P.S I.CONCRETE __ _ _ _ _ REINFORCED CONC ,- .
STOP SIGN DETAIL ••1 •' ••••I• •�•
c•.....-• ...-z.....l....-l.....•.•.°, 6"COMPACTED
D2.17 (2)#4x12"ANCHORS NOTES: 11� AGGREGATE BASE K
NOT TO SCALE 1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 40 FEET. COMPACTED SUBLI
A ro 2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND. D2.09 HEAVY DUTY CONCRETE DETXEDE I ,
SCALE:NOT TO SCALE ``•
3. A GROOVE E JOINT 1"DEEP WITH ANSI NJ SHALL BE REQUIREDUI IN THE CONCRETE SIDEWALK �.` IVN�''� `
_ AT 5'INTERVALS.ONE 1/2"EXPANSION JOINT WILL BE REQUIRED AT 40'INTERVALS.A 1/2" :�o.L ° °°��y':
1/2"RAD. IAMETER -, EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. ,poi M .,
V 4. 6"x6"/1.4x1.4 W.W.F.REQUIRED IN ALL SIDEWALKS. _V sin '\ �'°z-
SEE PAVING DETAIL 2"RAD - - - - - - _ •w
ASPHALT FG /Y< N
_ D2.07 STEEL BOLLARD DETAIL SIDEWALK DETAIL ',,doNc.,..,•� e'
2' _ NOTES: D2.08 NOT TO SCALE 6
TRANSITION NOT TO SCALE ' , \A"``�
NORMAL CURB 1.TRANSVERSE \\
&GUTTER EXPANSION JOINTS TO
BE A MAXIMUM OF 30
FEET. 1 1
0' _ 01
2.ALL CONCRETE TO BE MINIMUM OR EDGE OF PAVEMENT 1 1
•
FINISHED WITH CURING
6"MIN.COMPACTED ABC __ COMPOUND. 2"TYPE SF 9.5A COMPACTED
COMPACTED SUBGRADE TAPER TO
EXISTING BITUMINOUS SURFACE COURSE I
COMPACTED CABC UNDER BITUMINOUS BINDERECOURSE BITUMINOUS
,_, PAVING TACK COAT
EXISTING EXISTING QaO: bi, 0 s
PAVEMENT PAVEMENT
1/8"RAD.(TYP) CURB&GUTTER END TREATMENT w 2
.I 1'12 MAXIMUM YELLOW 0
3/8" JOINT SEALER D2.19 T �� " -= �J� SLOPE STRIPING �� Cl) o
NOT TO SCALE o lam V�
? 8" C.A.B.C.IN TWO 3"
1-0 _1' 0" PIPE 1' 0" SAWCUT EXISTING PAVEMENT - - - - _ _ W
-,,,I COMPACTED LIFTS _ _
COMPACTED TO 100% MAX O.D. MAX.
I COMPACTION -STANDARD
COMPAC D I;4,/ STRIPING LEGENDO
E
! �EA�tTH BA KFILL
YELLOW SURFACES SHOULD BE CLEAN, DRY
�' �� CURBING AND METAL SURFACES FREE OF HEAVY M W
JOINT FILLER L 1/2 TOP OF STONE TO MATCH AND RUST 2 COATS SHERWIN WILLIAMS - CC 2
-lf TOP OF PAVEMENT � � BOLLARDS- KEM 4000 ACRYLIC ALKYD ENAMEL I
j/j/��j/�Tj PARKING LOT SAFETY YELLOW 655Y300
CO
TOOLED CONTRACTION UNDISTURBED EARTH
JOINTS 0 10'O.C. 6"ABC STONE COMPACTED ////�\
TO 100%OF MAXIMUM (r -"A <�. STRIPING - SURFACES SHOULD BE CLEAN, DRY. _
_ - PROPOSED PAVED AREA LABORATORY DRY DENSITY i��/ (/ PARKING LOT TOP COAT SHERWIN WILLIAMS - a
SECTION A-A EXPANSION JOINTS 0 30'O.C. (SEE PAVEMENT 1'SHOULDER (ASTM D 1557 OR AASHTO T 180) '////' x.,/ T. PROMAR TRAFFIC MARKING PAINT 1
AND ADJACENT TO ALL RIGID CROSS SECTION DETAIL) YELLOW TM5495 W
OBJECTS NOTES: ¢ r
GROUND EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE. GROOMED CLEAN OF DUST BEFORE TACK HANDICAP SURFACES SHOULD BE CLEAN, DRY. o
CONSTRUCTION NOTES: STRIPING - TOP COAT SHERWN WILLIAMS - C.1-
COAT IS APPLIED. PARKING LOT PROMAR TRAFFIC MARKING PAINT H.C." " o
1.CURB SHALL BE CONSTRUCTED WITH 4000 PSI CONCRETE BLUE
2.SURFACE SHALL BE GIVEN A UGHT BROOM FINISH WITH THE BRUSH MARKS PARALLEL 2. EDGES TO BE TACKED WITH CRS-I OR CRS-II. Lu
TO THE CURB. rn
CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY
3.SUB-GRADE SHALL BE COMPACTED TO 98%OF MODIFIED PROCTOR TEST 3. THICKNESS OF CABC STONE, I-19.0B BINDER AND SF 9.5A SURFACE COURSE SHALL MATCH EXISTING CONDITIONS CONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER)
4.CABE SHALL BE COMPACTED TO 100%OF MODIFIED PROCTOR TEST COMPACTED SUBGRADE TO MINIMUM IF GREATER THAN SHOWN ON DETAILS' D2.I0 AS WELL AS PROVIDING ALL INFRASTRUCTURES REQUIRED DRAWN BY: EDL
98%OF THE MAXIMUM DRY DENSITY BY UTILITY COMPANY CDC PROJECT NO.: 22262
CONCRETE CURB&GUTTER(18")DETAIL NOTE: USING THE STANDARD PROCTOR TEST 4. OVERLAY. SITE
RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED OR COVERED BY PERMIT NO. TBD
D2.18 NOT TO SCALE DETAIL USED WHERE PAVED AREAS SITE DETAILS
BORDER GROUND WITHOUT CURBING 5. UPPER TWO FEET OF BACKFILL UNDER ROADS TO BE COMPACTED TO 100%
D2.20 TYPICAL SHOULDER DETAIL SHEET
NOT TO SCALE D2 12 TYPICAL PAVEMENT REPAIR
NOT TO SCALE C 9 2 1

CROSSWALK PLACEMENT GUIDANCE'
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CONSTRUCT STANDARD SIDEWALK 5'WIDE AND
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.4r, 00,ox 4" THICK UNLESS OTHERWISE DENOTED ON PLANS. 0/7/•2. / ..233.E.,; " RAD
PLACE A GROOVE JOINT 1" DEEP WITH 143" RADII RFACE OF, ,/,,
' 4'X 4'CLEM SAME,ME NOTE• tk_gUi IN THE CONCRETE SIDEWALK AT 6' INTERVALS.
JOINT SEALER
re,,,.-1 ONE it" EXPANSION JOINT WILL BE REQUIRED AT 60'
1°2
0 0 E
DETAIL'A'-DUAL CURB RAM; z ... INTERVALS. A It" EXPANSION JOINT WILL BE REQUIRED
WE , MEE OTNEEMBE SPECIFIED, > .>
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LOOM CRODEOLX IPMCINIE El MEE ON TM PROJECT EMAIL SEEMS OR M DIRECTED IV Ill MENEM CONCRETE PROP. CM /
TIE CROM110 11140110 TM,MANDAN°CR 111,011ELITY,MALL IIE INETALLED All SPECIFIED 011 111E 7.EMU DIMENAL CURE RENE MIN FLAMED MINE MEL HEM A IMMO OF cum r cc LEE '4 SIDEWALK f1/4 CONC. PAVBENT 2
ROBET DEMIL MISTS ON AS DIRECTED Er Ile MODEM LOCATED INI EME MON OF 111E CURE RAM AND MEM 11E IMMO MOMERI,SEE WAIL W.
3.TM IITMOAND CRENEME 111 MO EMIR 11.IEN.TRANMERM L11E611E11 A 14 WM BAP MEM IRE I.CUM EMI MALL IIE COMMUCTED IN ACCONDAINE To TIE urzer MEM REMO ETMCMID MOEN. DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
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CDC PROJECT NO.: 22262
PERMIT NO. TBD
SITE DETAILS
SHEET
C922

B'MIN FASTENERS gill
5 5 'F.R S
SUPPORTFASTENERS** POST
No.7 GA. TENSION WIRE 1) GROUND STABILIZATION ` H z e
GENERAL NOTES FOR EROSION CONTROL CONSTRUCTION SEQUENCE o w m J
FABRIC FENCE m m w 4 11
SITE AREA DESCRIPTION STABILIZATION STABILIZATION TIME "-
CHAIN LINK FENCE(2"WOVEN TIME FRAME FRAME EXCEPTIONS i�+W I H wLLM
ESH FABRIC) 1. OBTAIN ALL LAND DEVELOPMENT PERMITS FROM THE TOWN OF ANDREWS,CHEROKEE COUNTY M H�H 1. BYL GRMDISG AND SOIY ERESION CONTROL MEASURES AL THIS SITE MUST BE AUTHORIZED oFABRIC FENCE LY AL STA E,AND NY THE NCDEQ.ALL Y STAND RDSLA D IN A EQUIRENEE WITH ALE ENV AN EROSION UALI SEDIMENT CANDRNL PERMIT FROM OSE NORTH CAROLINA DEPARTMENT OF <i sCOMPACTED BACKFILL(8"DEPTH MIN.) PROJE,STATE,AND N PECNIC RONSLATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT I NTO QUALITY(STRCC)AND NOTIFY NCDEQ EROSION CONTROL INSPECTOR WHEN THE DITCHES, D SL SWALES, 7 DAYS NONEuJOINING FENCE SECTIONS PROJECT TECHNICAL SPECIFICATIONS. PROJECT IS TO BEGIN CONSTRUCTION. DITCHES,AND SLOPES
2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED GRADING,EROSION CONTROL, 2. FLAG WORK LIMITS. HIGH QUALITY WATER(HOW)ZONES 7 DAYS NONE in
NOTES: LAND DISTURBANCE,AND ASSOCIATED NON-GRADING PERMITS HAVE BEEN OBTAINED PRIOR
TO BEGINNING CONSTRUCTION. 3. HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING
* POSTS SPACED®10'MAX.USE 2))"DIA.HEAVY DUTY CONSTRUCTION. SLOPES GREATER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR
FILL SLOPE GALVANIZED OR ALUMINUM POSTS. 3. ALL CONSTRUCTION SHALL BE UNDER THE INSPECTION OF THE ENGINEER,THE OWNER,AND LESS IN LENGTH AND ARE o
NCDEQ.THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR TO BEGINNING 4. NOTIFY LOS INSPECTOR 48 MRS BEFORE PROJECT STARTS. NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
Z EX.GRADE 4. CHAIN LINK TO POST FASTENERS SPACED CP 14"MAX. WORK.ANY WORK COVERED PRIOR TO ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING Q
USE NO.9 GA.ALUMINUM WIRE OR NO. 9 GALVANIZED AND BACKFILLING AT THE CONTRACTOR'S EXPENSE. 5. NO LAND-DISTURBING ACTIVITIES ARE TO TAKE PLACE DURING WET WEATHER PERIODS OR d
ANCHOR 12"LONG SKIRT IN STEEL PRE-FORMED CLIPS.CHAIN LINK TO TENSION WIRE PREDICTED WET WEATHER,I.E.HURRICANES.
TRENCH 8"DEEP AND 4"WIDE FASTENERS SPACED®60"MAX. USE NO.13.5 GA. 4. ALL WORK MUST BE PERFORMED BY A NORTH CARDLINA LICENSED CONTRACTOR. SLOPES 3:1 OR FLATTER 14 DAYS 7-DAYS FOR SLOPES Vj
GALVANIZED STEEL WIRE.FABRIC TO CHAIN FASTENERS 6. CONSTRUCT ENTRANCE STABILIZATION AND PERIMETER EROSION CONTROL MEASURES,LIMITING GREATER THAT 50'IN LENGTH +' _
SPACED 0 24"MAX C.TO C. 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND LAND DISTURBANCE TO THE MINIMUM AREAS REQUIRED TO PROPERLY TO CONSTRUCT MEASURES. d
SIDE VIEW ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY ITV i
TABLE 4.4 CONFLICTS OR DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS 6.1 INSTALL CONSTRUCTION ENTRANCE(AND CULVERT/WATER BAR AS NEEDED),STONE ALL OTHER AREAS WITH 14 DAYS NONE(EXCEPT FOR -
HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS STAGING,AND MOBILIZATION AREA. SLOPES FLAT ER THAN 4:1 PERIMETERS AND j N 0
CONSTRUCTION NOTES: MAXIMUM SLOPE LENGTH FOR SILT FENCE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO 6.2 INSTALL ALL SUPER SILT FENCE,CONCENTRATED FLOW OUTLETS AND COMPOST FILTER HOW ZONES)
1. FILTER FABRIC SHALL HAVE THE MINIMUM PROPERTIES AS MAXIMUM SLOPE LENGTH(FT)ABOVE FENCE CONSTRUCTION. SOCK SHOWN IN PLANS TO BE CONSTRUCTED DOWNHILL OF THE PROJECT AREA. V 13 C.) ;
SHOWN IN TABLE 4.3. FILTER FABRIC WIDTH SHALL BE SLOPE-PERCENT STANDARD(18"HIGH) REINFORCED(30"HIGH) SUPER SILT FENCE 6.3 CONSTRUCT INLET PROTECTION AT ALL EXISTING STORM PIPES/INLETS DOWNSTREAM OF *EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON
42"MINIMUM. SILT FENCE SILT FENCE 6. PROTECT EXISTING SITE FEATURES(SHOWN TO REMAIN)AND NEWLY COMPLETED WORK THE PROPOSED PROJECT AREA. WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
2(OR LESS) 150 500 1000 DURING CONSTRUCTION.ANY DAMAGE INCURRED DURING OR RESULTING FROM (SECTION II.B(2)(B))
2. POSTS SHALL BE INSTALLED USING A POSTHOLE DRILL 5 100 250 550 CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE 7, PROCEED WITH CLEARING,GRADING AND GRUBBING.
10 50 150 325 REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES,AS
3. CHAIN LINK SHALL BE GALVANIZED NO.11.5 GA.STEEL 15 35 100 215 WELL AS THE PROJECT PLANS AND SPECIFICATIONS,AT THE CONTRACTOR'S EXPENSE. M. STABILIZE SITE AS EARLY AS POSSIBLE.SITE MUST BE"STORM-READY"BEFORE ANY EXTENDED
20 25 o ns 2)BUILDING WASTE HANDLING 0
WIRE WITH 2 1"OPENING,NO. 11 GA.ALUMINUMUM COATED 25 20 55 135 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE BREAKS IN CONSTRUCTOR ACTIVITIES,INCLUDING WEEKENDS.
STEEL WIRE IN ACCORDANCE WITH ASTM-A-491,OR 30 15 45 100 CONSTRUCTION ACTIVITY IS TO BEGIN.THE CONTRACTOR SHALL NOTIFY NC ONE CALL AT • NO PAINT OR LIQUID WASTE IN STREAM OR STORM DRAINS.
GALVANIZED NO.11 G A STEEL WIRE TOP ANDE WIRES. WITH 35 15 40 85 811,48 HOURS BEFORE CONSTRUCTION BEGINS.NOTIFY THE ENGINEER AT LEAST 72 9. CONSTRUCT PROPOSED IMPROVEMENTS,INCLUDING: • DEDICATED AREAS FOR DEMOLITION,CONSTRUCTION AND OTHER
GAGE TENSIIZED NO.WIRETO STEEL INTERMEDIATE NINES. NO.7 40 15 35 75 HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES. - RETAINING WALLS
GAGE TENSION TO BE INSTALLED HORIZONTALLY WASTES MUST BE LOCATED 50'FROM STORM DRAINS AND
THROUGH HOLES AT TOP AND BOTTOM OF CHAIN LINK 45 10 30 60 - PARKING LOT IMPROVEMENTS STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. ry
FENCE OR ATTACHED WITH HOG RINGS AT 5'(MAX.) 50 10 25 50 8. EROSION CONTROL IS A FIELD PERFORMANCE BASED ACTIVITY; AND ADDITIONAL SILT - SIDEWALKS • EARTHEN-MATERIAL STOCKPILES MUST BE LOCATED 50'FROM U
CENTERS. FENCES,DDED TEMPORARY SEDIMENT BASINS,AND ALL OTHERRY.MEASURES MAYE GROWN CAN AND ALTERNATIVES AVAILABLE.
4. SILT FENCE SHALL BE PLACED AT EXISTING LEVEL GRADE. SHOULD BE ADJUSTED TO ASSURE MAXIMUM PROTECTION ON SITE.CONTRACTOR SHALL • y
TABLE 4.3 ADD ADDITIONAL MEASURES AS NEEDED IN ENVIRONMENTALLY SENSITIVE AREAS. 10. INSTALL INLET AND OUTLET PROTECTION BY THE END OF THE WORKDAY FOR ALL NEWLY CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT w
BOTH ENDS OF THE FENCE SHALL BE EXTENDED AT LEAST CONSTRUCTED STORM INLETS. WITH SURFACE WATERS,WETLANDS,OR BUFFERS. O
8'UPSLOPE AT 45'TO MAIN BARRIER ALIGNMENT. FABRIC PROPERTIES FOR SILT FENCE 9. CONTRACTOR IS RESPONSIBLE FOR INSTALLING,MAINTAINING, AND REMOVING ALL
FABRIC PROPERTY MIN.ACCEPTABLE VALUE TEST METHOD NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES. 11. APPLY TEMPORARY AND PERMANENT SEEDING,RIP-RAP AND STABILIZATION MEASURES. 3)DISCHARGES TO FEDERALLY-LISTED WATERSCii)5. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS GRAB TENSILE STRENGTH(Ib) 120 ASTM D1682 m
REACH HALF THE ABOVEGROUND HEIGHT OF THE FENCE. ELONGATION AT FAILURE(%) 20%MAX. ASTM D1682 10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL
•MULLEN BURST STRENGTH(Dsi) 200 ASTM D3786 UTILITY SURFACE ACCESSES WHETHER THE CONTRACTOR PERFORMS THE WORK OR A 12. ALL UTILITIES SHALL BE INSPECTED AND CLEANED OUT BEFORE BEING BROUGHT ONLINE. REQUIREMENTS ARE THE SAME AS IN PREVIOUS PERMIT. 2
6. FENCE SHALL BE REMOVED AND PROPERLY DISPOSED OF UTILITY COMPANY PERFORMS THE WORK. • THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF
TRAPEZOIDAL TEAR STRENGTH(Ib) 50
WHEN TRIBUTARY AREA IS PERMANENTLY STABILIZED. 13. NOTIFY NCDEQ LOS INSPECTOR WHEN PROJECT IS READY FOR FINAL CLOSEOUT INSPECTION. THE DIRECTOR OF DWQ DETERMINES THAT OTHER SCMS PROVIDE
PUNCTURE STRENGTH(Ib) 40 ASTM D751(modified) 11. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED,FERTILIZED AND MULCHED EQUIVALENT PROTECTION.
SLURRY FLOW min/sf) 0.3 ASTM 5141 ACCORDING TO THE SPECIFICATIONS NOTES IN THE PLANS. SITE STABILIZATION IS A 14. FILE FOR NPDES NCG010000 E-NOTICE OF TERMINATION WHEN FINAL CLOSEOUT INSPECTION
7. THE MAXIMUM SLOPE LENGTH- IN BOTH EXISTING AND EQUIVALENT OPENINGENING SIZE 30 US STD.SIEVE CW-02215 PERFORMANCE BASED REQUIREMENT,AND THE SITE WILL NOT BE ACCEPTED UNTIL REPORT IS RECEIVED FROM NCDEQ LQS. w w w m
FINAL GRADE- ABOVE ANY SUPER SILT FENCE SHOULD ULTRAVIOLET RADIATION STABILITY(%) 80 ASTM G-26 PERMANENT VEGETATION IS ESTABLISHED TO THE SATISFACTION OF THE ENGINEER. 4)SELF-INSPECTION REQUIREMENTS
NOT EXCEED THAT SHOWN IN TABLE 4.4. THE SLOPE MAINTENANCE INSPECTIONS SHALL BE PERFORMED WEEKLY AND AFTER EACH RAINFALL.ALL REPAIRS
LENGTH SHOWN IS THE DISTANCE FROM THE FENCE TO THE 12. CONTRACTOR RESPONSIBLE FOR KEEPING ACCURATE LOG OF SITE CONDITIONS IN NECESSARY SHOULD BE MADE IMMEDIATELY AND IN STRICT ACCORDANCE WITH NCDEQ STANDARDS • SAME WEEKLY INSPECTION REQUIREMENTS.
DRAINAGE DIVIDE OR THE NEAREST UPSLOPE CHANNEL. ACCORDANCE WITH NPDES PERMIT.MAINTENANCE INSPECTIONS SHALL BE PERFORMED AND NPDES PERMIT. • SAME RAIN GAUGE et INSPECTIONS AFTER 0.5"RAIN EVENT.
NOTE: SLOPE LENGTH IS NOT INCREASED BY USE OF WEEKLY AND AFTER EACH RAINFALL. ALL REPAIRS NECESSARY SHOULD BE MADE • INSPECTIONS ARE ONLY REQUIRED DURING"NORMAL BUSINESS
MULTIPLE ROWS OF SUPER SILT FENCE. IMMEDIATELY AND IN STRICT ACCORDANCE WITH NCDEQ STANDARDS AND NPDES PERMIT.
CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS HOURS."
•
FOR PREPARATION OF FINAL RECORD DRAWINGS. RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE ON-SITE
MAINTENANCE NOTES: DURING BUSINESS HOURS UNLESS A SITE-SPECIFIC EXEMPTION IS
APPROVED.
13. ALL SLOPES GREATER THAN 2:1 SLOPE AND OVER 5'IN HEIGHT SHALL BE CERTIFIED BY A RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON 3 ~ o
1. INSPECT SUPER SILT FENCE ONCE A WEEK AND AFTER EVERY SIGNIFICANT RAINFALL. CONTRACTOR TO INSPECT SUPER SILT FENCE FOR COMPLIANCE WITH PLANS g
LICENSED PROFESSIONAL AS REQUIRED BY NCDEQ. -
AND DETAILS; INCLUDING SEDIMENT ACCUMULATION BEYOND DETAIL ALLOWANCE, AND ALSO DAMAGE OR FAILURE OF SUPER SILT FENCE. REQUEST. - m
• ELECTRONICALLY-AVAILABLE RECORDS MAY BE SUBSTITUTED
2. EN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE,CONTRACTOR TO REMOVE SEDIMENT AND/OR DEBRIS,AND RELOCATE TO ANOTHER AREA VATH 14. CONTRACTOR IS REQUIRED TO OBTAIN AND PROVIDE A COPY OF THE EROSION CONTROL
WH UNDER CERTAIN CONDITIONS. ItT w
FORPERMIT NCDEQINSPECTOR PR OANY OFFSITE R SPO TO ICONSTRUCTIONL AREA. ACTOR MUST PROVIDE COPY OF •
CONDITIONSALL "RECORDED ON CONTROL ANCDEQ SELF SURES SHALL
INSPEC ION POO BE INSPECTED PED o p o
SEDIMENT CONTROLS. PERMIT TO
NCDEQ EROSION CONTROL NOTES
3. WHEN SUPER SILT FENCE IS FOUND TO BE DAMAGED,CONTRACTOR TO REPAIR IMMEDIATELY TO BRING SUPER SILT FENCE BACK INTO COMPLIANCE WITH PLANS SELF-MONITORING COMBINED FORM LOCATED AT a
AND DETAILS. 15. IF BORROWED OR WASTE FILL MATERIAL IS GENERATED,AN APPROVED GRADING PERMIT GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE HTTPS://DEQ.NC.GOV/ABOUT/DI VISIONS/
MUST BE SECURED FOR THE BORROW OR WASTE MATERIAL SITE PRIOR TO INITIATION OF WITH REQUIREMENTS OF NCDEQ.THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS
4. IF SUPER SILT FENCE IS FOUND TO BE INSUFFICIENT,CONTRACTOR TO INSTALL ADDITIONAL MEASURES AS NEEDED TO ENSURE SEDIMENT REMAINS CONTROLLED ANY LAND DISTURBING ACTIVITY WITH FOR ALL WORK.
ONSITE AS REQUIRED. 16. ALL FILL SLOPES SHALL BE COMPACTED FULL DEPTH TO NOT LESS THAN 95%MAXIMUM 5)IMPLEMENTATION OF NEW PERMIT CONDITIONS
DENSITY(STANDARD PROCTOR),SHALL BE PLACED ON A SURFACE CLEARED OF GROWTH 1. OBTAIN PROVISIONAL PERMIT.
5. CONTRACTOR TO REMOVE SUPER SILT FENCE AND BRING AREA TO GRADE ONCE CONFORMATION OF SITE STABILIZATION HAS BEEN REQUESTED AND RECEIVED AND DEBRIS,AND BE PROPERLY BENCHED AND DRAINED.
FROM PROJECT ENGINEER. 2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED. • PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE
17. ALL FILL MATERIAL UNLESS A PERMIT FROM NCDEQ DIVISION OF WASTE MANAGEMENT TO •
TO FOLLOW THE PREVIOUSLY-PERMITTED CONDITIONS. N
OPERATE A LANDFILL IS ON FILE FOR THE OFFICIAL SITE,SHALL BE FREE OF ORGANIC OR 3. OBTAIN GRADING PERMIT THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF NCDEQ. COMPLETE APPLICATIONS RECEIVED PRIOR TO AUGUST 3,2011 CAN M w
FOLLOW CONDITIONS OF APPROVED APPLICATION. o '" o
SUPER FENCE OTHER DEGRADABLE MATERIALS,MASONRY,CONCRETE AND BRICK SIZES EXCEEDING 12 4. PROCEED WITH GRADING,CLEARING, AND GRUBBING. • APPLICATIONS RECEIVED AFTER AUGUST 2,2011 MUST COMPLY 5
D3.11 SUPER SILTFENCE l l INCHES,AND ANY MATERIALS WHICH COULD CAUSE THE SITE TO BE REGULATED AS A WITH NEW PERMIT CONDITIONS. "- 0 0
NOT TO SCALE LANDFILL BY THE STATE OF NORTH CAROLINA.
5. SEED AND MULCH DENUDED AREA WITHIN EITHER 7 CALENDAR DAYS(SLOPES GREATER THAN 3:1)
OR 14 CALENDAR DAYS(3:1 OR FLATTER). AFTER FINISHED GRADE ARE ESTABLISHED, TEMPORARY 6)CONDITIONS IN EROSION&SEDIMENTATION
SEEDING AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING n n z
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EROSION CONTROL MAINTENANCE NOTES: RATES PER ACRE. CONTROL PLANS
o
.1_ 1. INSPECT EROSION CONTROL MEASURES ONCE A WEEK AND AFTER EVERY SIGNIFICANT RAINFALL.
CONTRACTOR SHALL APPLY FERTILIZER AT RATES COMPLYING WITH RECOMMENDATIONS FROM A • DESIGNATION ON THE PLANS WHERE 7 AND 14-DAY GROUND
CONTRACTOR TO INSPECT MEASURES FOR COMPLIANCE WITH PLANS AND DETAILS; INCLUDING SOIL TEST. STABILIZATION REQUIREMENTS ON THE NPDES PERMIT APPLY.
�(.41,..wn) �� )sc ml SEDIMENT ACCUMULATION BEYOND DETAIL ALLOWANCE,AND ALSO DAMAGE OR FAILURE OF • DESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH �.`�� °A/ry r��.
MEASURES. FOR LATE WINTER/EARLY SPRING SEEDING ADD TO THE ABOVE: THE SURFACE-WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT >.7h,'%
mm
j RYE GRAIN 120 LBS ARE LOCATED. pie°p o
$ �® O 2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE,CONTRACTOR TO REMOVE SEDIMENT SWITCH GRASS 50 LBS(OMIT IF COVER IS NOT TO EXTEND BEYOND JUNE) SOY"" M `Tu;p'-_\`l
AND/OR DEBRIS,AND RELOCATE TO ANOTHER AREA WITH SEDIMENT CONTROLS. -Q• �e
..ime =
His gym) FOR SUMMER SEEDING ADD: 7)SEDIMENT BASINS U=w z- \
3. WHEN MEASURES ARE FOUND TO BE DAMAGED,CONTRACTOR TO REPAIR IMMEDIATELY TO BRING GERMAN MILLET 40 LBS °
MEASURE BACK INTO COMPLIANCE WITH PLANS AND DETAILS. °°Oy ,Q
3B • OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE d°
'-'�'%=. .� 4. IF MEASURES ARE FOUND TO BE INSUFFICIENT,CONTRACTOR TO INSTALL ADDITIONAL MEASURES FOR FALL ADD: UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE. o�" o,,,, `�
1/IIII� % AS NEEDED TO ENSURE SEDIMENT REMAINS CONTROLLED ONSITE AS REQUIRED. RYE GRAIN 120 LBS • USE ONLY DWQ-APPROVED FLOCCULANTS.
5. CONTRACTOR TO REMOVE MEASURES AND BRING AREA TO GRADE ONCE CONFORMATION OF SITE IF HYDROSEEDINO IS USED,WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT THE
STABILIZATION HAS BEEN REQUESTED AND RECEIVED FROM PROJECT ENGINEER. RATE OF 1,000 LBS PER ACRE.
\r:;/ BA / = 6. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
allir7. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREA.
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8. REQUEST FINAL APPROVAL BY NCDEQ.
WOVEN FILTER FABRIC
WIRE FENCING
STEEL POST PERMANENT SEEDING MEASURES W =
g'MAX. - -
SLOPE INSTALLATION STEEL POST STEEL POST 0 MI
WIRE FENCING WIRE FENCING ALL PERMANENT MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF NCDEQ.
1.PREPARE SOIL BEFORE INSTALLING BLANKETS,INCLUDING ANY NECESSARY APPLICATION OF LIME,FERTILIZER,AND SEED. III III CLASS RIP RAP THE FOLLOWING APPLY TO AREAS WITHIN NCDEQ PERMANENT SEEDING MIXTURE AREA#1M:
NOTE:WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. �io•IIII••••••...N.••••••••••II = 5 WAS ED STONE
E••UIIIII.....................III... / # SEEDING MIXTURE: Cl)2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6"(15cm)DEEP X 6"(15cm) WIDE TRENCH MillLPI®I®I�YnG®@®9�M®ENNE®ANs0 MOM QF' Q , zo
WITH APPROXIMATELY 12" 30<m OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE O
iY O
����11111 _ III��� Tr, S V�_s' S-li' SPECIES RATE(LB/ACRE)
WITH A ROWP TOFSTAPLES/STAKESTH F APPROXIMATELY APPLY
TO APART THE SOIL
OF THE TRENCH. os�, ___ 5• K�� _ \_i.0 -
POCTIONL AND ANKETCT THEKTRENCH AFTER COMPACTED
ASOIL SEEDRCOMPACTEDBL ERILAMP FOLD REMAINING WITH
12"W OF '1119Man_�I I I-III-I I_ - III ��, „_`f = - 3
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF -IIIIIIII R R n-1a-� e ,•=,• __ _ TALL FESCUE 100
STAPLES/STAKES SPACED APPROXIMATELY 12"(30cm)APART ACROSS THE WIDTH OF THE BLANKET. --_----_-EIEII81Y1Y1-IIEIIEIIB-- 1 71 �"=' PANHCUM VIRGATUM 10
III III III III III II-II EII EIII�II�II�IEIIEIIEIII 11=1=L=
3.ROLL THE BLANKETS(A.)DOWN OR(B.)HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE •I IIIIIIII IIIIIIII IIIIIIII ,IIIIIIII,IIIIIIII III II I EII EIIEIOII NNII IIIE-II=,= REDTOP 5 Q 4
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES �, _-_ -- ----=11 EII EIII�II�II�IEIIEIIEIII 11�11�11= KENTUCKY BLUEGRASS 5
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM'.STAPLES/STAKES - -m-II- -II= _ = ILL-=II EIIEIIp IITIITII=IIEIIEIIE HIITII�'
=11 EI I I'I IT I II I EI I EI I EI I I: I I I' LLI
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. - - =ii l 111 ii = �all� F-1' NURSE PLANTS: '6
-
SHOULD THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5"(5cm-12.5cm)OVERLAP DEPENDING BETWEEN MAY 1 AND AUG.15,ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.PRIOR TO
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT,PLACE THE EDGE OF THE OVERLAPPING BLANKET(BLANKET BEING MAINTENANCE NOTES: MAY 1 OR AFTER AUG.15,ADD 40 LB/ACRE RYE(GRAIN).IT MAY BE BENEFICIAL TO PLANT THE GRASSES IN
INSTALLED ON TOP)EVEN WITH THE COLORED SEAM STITCH'ON THE PREVIOUSLY INSTALLED BLANKET.
5.CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END SHINGLE STYLE)WITH AN APPROXIMATE LATE SUMMER AND OVERSEED THE SWITCHGRASS IN MARCH. O COti 1. INSPECT CONCENTRATED FLOW OUTLET ONCE A WEEK AND AFTER EVERY SIGNIFICANT RAINFALL.
3"(7.5cm)OVERLAP. STAPLE THROUGH OVERLAPPED AREA,APPROXIMATELY 12"(30c()APART ACROSS ENTIRE J
BLANKET WIDTH. CONTRACTOR TO INSPECT CONCENTRATED FLOW OUTLET FOR COMPLIANCE WITH PLANS AND DETAILS; SEEDING DATES: S.' �
INCLUDING SEDIMENT ACCUMULATION BEYOND DETAIL ALLOWANCE,AND ALSO DAMAGE OR FAILURE OF BEST POSSIBLE 1--C,"'
a
CONCENTRATED FLOW OUTLET. w oo
NOTE: BELOW 2500 FT: AUG. 15-SEPT.1 JULY 25-SEPT 15
"IN LOOSE SOIL CONDITIONS,THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6"(15cm)MAY BE NECESSARY TO 2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE,CONTRACTOR TO REMOVE SEDIMENT MAR.1 -APR.1 MAR.1 -MAY 10 Jo W B
PROPERLY SECURE THE BLANKETS. AND/OR DEBRIS,AND RELOCATE TO ANOTHER AREA WITH SEDIMENT CONTROLS. ABOVE 2500 FT: JULY 25-AUG.15 JULY 15-AUG.30 CC }
MAR.20- APR. 20 MAR.5-MAY 15
MAINTENANCE NOTES: 3. WHEN CONCENTRATED FLOW OUTLET IS FOUND TO BE DAMAGED,CONTRACTOR TO REPAIR IMMEDIATELY
TO BRING CONCENTRATED FLOW OUTLET BACK INTO COMPLIANCE WITH PLANS AND DETAILS. COMPLETE SEEDING EARLIER IN FALL, AND START LATER IN SPRING ON NORTH- AND EAST-FACING Qp
1. INSPECT EROSION CONTROL SLOPE MATTING ONCE A WEEK AND AFTER EVERY SIGNIFICANT RAINFALL. SLOPES. oZ
CONTRACTOR TO INSPECT EROSION CONTROL SLOPE MATTING FOR COMPLIANCE WITH PLANS AND DETAILS; 4. IF CONCENTRATED FLOW OUTLET IS FOUND TO BE INSUFFICIENT,CONTRACTOR TO INSTALL ADDITIONAL 0
INCLUDING SEDIMENT ACCUMULATION BEYOND DETAIL ALLOWANCE,AND ALSO DAMAGE OR FAILURE OF EROSION MEASURES AS NEEDED TO ENSURE SEDIMENT REMAINS CONTROLLED ONSITE AS REQUIRED. SOIL AMENDMENTS: w
CONTROL SLOPE MATTING. APPLY LIME AND FERTILIZER ACCORDING TO THE RESULTS OF A NC DEPARTMENT OF AGRICULTURE SOIL TEST
5. CONTRACTOR TO REMOVE CONCENTRATED FLOW OUTLET AND BRING AREA TO GRADE ONCE
CONFORMATION OF SITE STABILIZATION HAS BEEN REQUESTED AND RECEIVED FROM PROJECT ENGINEER. MULCH:
2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE,CONTRACTOR TO REMOVE SEDIMENT AND/OR APPLY 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING DRAWN BY: EDL
DEBRIS,AND RELOCATE TO ANOTHER AREA WITH SEDIMENT CONTROLS. MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING, OR NETTING. NETTING IS THE PREFERRED CDC PROJECT NO.: 22262
3. WHEN EROSION CONTROL SLOPE MATTING IS FOUND TO BE DAMAGED,CONTRACTOR TO REPAIR IMMEDIATELY CONCENTRATED FLOW OUTLETS-SILT FENCE ANCHORING METHOD ON STEEP SLOPES. '� (1 PERMIT NO. TBD
TO BRING EROSION CONTROL SLOPE MATTING BACK INTO COMPLIANCE WITH PLANS AND DETAILS, D3.13 NOT TO SCALE MAINTENANCE: EROSION CONTROL DETAILS
4. IF EROSION CONTROL SLOPE MATTING IS FOUND TO BE INSUFFICIENT,CONTRACTOR TO INSTALL ADDITIONAL MOW NO MORE THAN ONCE A YEAR.REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
MEASURES AS NEEDED TO ENSURE SEDIMENT REMAINS CONTROLLED ONSITE AS REQUIRED. RESEED,FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY.
D3.12
EROSION CONTROL SLOPE MATTING INSTALLATION SHEET
NOT TO SCALE C 9 31

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igN Wm
me
NOTE; C.,m m
1. TOP,FRAME,AND GRATE SHALL 2"STEEL ANGLE SET a I y y i H
BE PLACED ON TOP OF BRICKS 18"IN GROUND a i C.i i
a n
33
NCDOT#5 OR#57 IIIIMI PIPE OUTLET TO n
WASHED STONE \- tl tl tl N PIPE OUTLET TO FLAT AREA WELL-DEFINED CHANNEL
`- NO WELL-DEFINED CHANNEL
BRICKS TO ALLOW Amami., ) g``p 2:1 SLOPE, q �� •i7.qfDE-WATERING �� .-e I 1 • A ►�.� �1 A
• h L GRAVEL FILTER �•..} /�
THROUGH VOID-5�� ,�a ae C� s S II •-•
+� /F'•.•f•��� =do+ f -� �.��..< 1 Q
deft a �Ryl� . 3d do •'12„4.44 44, 0.4 x La
�t,:� ��i� T d
N
T 2
- ++ _
040,0�OLD^•® �
��..'Ii��'.
�� PLAN V
IR
�- PLAN .> CD 0 ;
19 GAUGE HARDWARE CLOTH L V V
(1/4 MESH OPENINGS f
L i� , d0
BRICK WITH 4"SPACESii BETWEEN BRICKS TO ALLOW .�
TEMPORARY SEDIMENT POOL DE-WATERING THROUGH VOIDS FILTER BLANKET FILTER BLANKET
,/\ SECTION AA SECTION AA
j�/ Y NOTES:
/ � �_;; ®■�■®■- 1. La IS THE LENGTH OF THE RIP RAP APRON.
s ,_, yp � /\/ 2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS MAN 6"(MINIMUM IS ry
/ ///v` �° \\ \ 24•'DEEP IF STONE IS CLASS II)
0 ‘a
°,/ \ \/ j/\//\/ " \/\/\\\/\//I SEDIMENT 3 ELEVA ONI OF
6"ABOLES THE MAXIMUM TAILWATER DEP H OR. IN A WELL-DEFINED CHANNEL,EXTEND THE APRON UP THE HTO HE TOPANNEL K OFS T THEO N w
i
\/jj' ��• 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP U
AND SOIL FOUNDATION.
�" 5. COMPACT ANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED MATERIAL.
6. RIP RAP MAY BE FIELDSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD. 0 m
CONSTRUCTION NOTES: MAINTENANCE NOTES: CONSTRR TND WELL-GRADED.
7. CONSTRUCT APRROON AT ZERO GRADE. TOP OF RIP RAP SHALL BE LEVEL WITH THE Z
RECEIVING CHANNEL OR SLIGHTLY LOWER.
1. LAY BRICK ALONG TOP OF CATCH BASIN WITH 4"SPACES 1. INSPECT STONE INLET PROTECTION ONCE A WEEK 8. ALIGN APRON WITH RECEIVING CHANNEL OR STREAM. ASSURE APRON IS STRAIGHT
BETWEEN BRICKS. SET FRAME AND GRATE ON BRICKS. AND AFTER EVERY SIGNIFICANT RAINFALL. THROUGHOUT ITS LENGTH.
CONTRACTOR TO INSPECT STONE INLET PROTECTION 9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL. w w m
2. CAREFULLY 9T HARDWARE WIRE OR COMPARABLE WIRE FOR COMPLIANCE WITH PLANS AND DETAILS;
MESH WITH 1/2-INCH OPENINGS AROUND CATCH BASIN INCLUDING SEDIMENT ACCUMULATION BEYOND
TO HOLD GRAVEL IN PLACE. DETAIL ALLOWANCE,AND ALSO DAMAGE OR MAINTENANCE:
FAILURE OF STONE INLET PROTECTION. 1. INSPECT RIP-RAP APRONS ONCE A WEEK AND AFTER EVERY SIGNIFICANT RAINFALL.
3. USE CLEAN GRAVEL,3/4-TO 1/2-INCH IN DIAMETER, CONTRACTOR TO INSPECT RIP-RAP APRONS FOR COMPLIANCE W1H PLANS AND DETAILS;
GROUND ELEVATION PLACED 2 INCHES BELOW HE TOP OF THE GRATE ON A 2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL INCLUDING SEDIMENT ACCUMULATION BEYOND DETAIL ALLOWANCE,AND ALSO DAMAGE OR
FILTER FABRIC OR 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN ALLOWANCE,CONTRACTOR TO REMOVE SEDIMENT FAILURE OF RIP-RAP APRONS.
DSCH LINER GRADE. DOT#57 WASHED STONE IS RECOMMENDED. AND/OR DEBRIS,AND RELOCATE TO ANOTHER
WOODEN WEDGES AREA WITH SEDIMENT CONTROLS. 2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE,CONTRACTOR TO REMOVE
WITH NAIL AT TOP 4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO SEDIMENT AND/OR DEBRIS,AND RELOCATE TO ANOTHER AREA WITH SEDIMENT CONTROLS. N
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS 3. WHEN STONE INLET PROTECTION IS FOUND TO BE 3 0
12"COIR WATTLE ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. DAMAGED,CONTRACTOR TO REPAIR IMMEDIATELY 3. WHEN RIP-RAP APRONS ARE FOUND TO BE DAMAGED,CONTRACTOR TO REPAIR IMMEDIATELY -
TO BRING STONE INLET PROTECTION BACK INTO TO BRING RIP-RAP APRONS BACK INTO COMPLIANCE WITH PLANS AND DETAILS. Lclx m -
/ 5. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE COMPLIANCE WITH PLANS AND DETAILS.
AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 4. IF RIP-RAP APRONS ARE FOUND TO BE INSUFFICIENT,CONTRACTOR TO INSTALL ADDITIONAL o _ La
C.
j / 4. IF STONE INLET PROTECTION IS FOUND TO BE MEASURES AS NEEDED TO ENSURE SEDIMENT REMAINS CONTROLLED ONSITE AS REQUIRED.
6. THE STRUCTURE SHALL BE INSPECTED BY THE INSUFFICIENT,CONTRACTOR TO INSTALL ADDITIONAL
\\/\ FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AFTER MEASURES AS NEEDED TO ENSURE SEDIMENT 5. CONTRACTOR TO REMOVE RIP-RAP APRONS AND BRING AREA TO GRADE ONCE CONFORMATION a
// x. EACH STORM EVENT AND REPAIRS MADE AS NECESSARY. REMAINS CONTROLLED ONSITE AS REQUIRED. OF SITE STABILIZATION HAS BEEN REQUESTED AND RECEIVED FROM PROJECT ENGINEER.
5. CONTRACTOR TO REMOVE STONE INLET PROTECTION
\/ III 7. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN
O AND BRING AREA TO GRADE ONCE CONFORMATION RIP-RAP APRON
E SUCH A MANNER THAT EROSION AND WATER POLLUTION OF SITE STABILIZATION HAS BEEN REQUESTED AND D3.24
//X ARE MINIMIZED. RECEIVED FROM PROJECT ENGINEER. NOT TO SCALE
\//\\\ �/\j/ III 8 STABILIZZEDEWHEN THE DRAINAGE BASIN AND. THE SEIMNT AP SHALL BE REMOVEDHAS BEEN AREA C„
4 WOODEN WEDGES \ \ ', / PROPERLY STABILIZED. C. o
WITH NAIL AT TOP PER x. Q
WATTLE PROFILE VIEW 9. ON LARGER DRAINAGE AREAS RIP RAP MAY BE REQUIRED C o
12"COIR WATTLE UNDER THE WASHED STONE
DOWNSTREAM STONE INLET PROTECTION '- " g
FILTER APRON FLOW D3.23
NOT TO SCALE
FILTER FABRIC
DRCH LINE /V .y/v'T
6"
=-:o, °n dam.d,,ci
�� �j/ / %�� /� '�� >.�Y.�ti ti
44 //v//\/. mii_ ekv#r�Y3sy
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SECTION VIEW UPSTREAM FILTER • Y3 r- ? _
8"STAPLE$ APRON ,;y Y =' .�. „�IIT'
2"-3"COARSE 11a
MAINTENANCE NOTES: AGGREGATE(SUCH AS 5�I'
RAILROAD BALLAST) /A
1. INSPECT WATTLE ONCE A WEEK AND AFTER EVERY SIGNIFICANT
RAINFALL. CONTRACTOR TO INSPECT WATTLE FOR COMPLIANCE WITH NOTES:
PLANS AND DETAILS; INCLUDING SEDIMENT ACCUMULATION BEYOND
DETAIL ALLOWANCE, AND ALSO DAMAGE OR FAILURE OF WATTLE. 1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE
TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR
2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE, FROM AN EXISTING ROAD.
CONTRACTOR TO REMOVE SEDIMENT AND/OR DEBRIS,AND RELOCATE TO M z
ANOTHER AREA WITH SEDIMENT CONTROLS. 2. FILTER FABRIC SHALL BE PLACED UNDER. THE ENTRANCE/EXIT AND PROPOSED CC o
SHALL BE MIRAFI 500 OR EQUAL. GRADE O CI'
3. WHEN WATTLE ARE FOUND TO BE DAMAGED,CONTRACTOR TO REPAIR
IMMEDIATELY TO BRING WATTLE BACK INTO COMPLIANCE WITH PLANS 3. STONE TO BE 2- 3 INCH WASHED STONE. 6' 9• L i
AND DETAILS. r
4. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL FLOW COp
4. IF WATTLE ARE FOUND TO BE INSUFFICIENT,CONTRACTOR TO INSTALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS `f1 �_
ADDITIONAL MEASURES AS NEEDED TO ENSURE SEDIMENT REMAINS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING II'''.
T TI�Ljl=llrl_II ."-- •• •
CONTROLLED ONSITE AS REQUIRED. WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR 1 /111 rr6"_I1=11HL :. �_ 3
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. MIN.-F�IIL - lr:1.i� - ' rc
5. CONTRACTOR TO REMOVE WATTLE AND BRING AREA TO GRADE ONCE 11_11HII�ITI1�g-�11�ITI�I �il�ll) --1- Q
CONFORMATION
F SITE PROJECT STABILIZATION
HAS BEEN REQUESTED AND 5 SAK SEDIMENT TREETS MUST BELLE, DROPPED,ED IMMEDIATELY. OR TRACKED ONTO PUBLIC ':E1L.LL-,-- f-Ir1 -1, )"' 111,,11 a
RECEIVED Is_i�ir�K- COARSE AGGREGATE o In6. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
WATTLE DETAIL PRIOR TO ENTERING A PUBLIC STREET.WHEN WASHING IS REQUIRED,IT o
SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH MAINTENANCE NOTES:
NOT TO SCALE DRAINS INTO AN APPROVED SEDIMENT BASIN oa I
1. INSPECT WATER BAR(S)ONCE A WEEK AND AFTER EVERY SIGNIFICANT CO
MAINTENANCE NOTES: RAINFALL CONTRACTOR TO INSPECT WATER BAR(S)FOR COMPLIANCE 'Ll 21
WITH PLANS AND DETAILS; INCLUDING SEDIMENT ACCUMULATION BEYOND acc
D3.27 1. INSPECT CONSTRUCTION ENTRANCE(S)ONCE A WEEK AND AFTER EVERY DETAIL ALLOWANCE,AND ALSO DAMAGE OR FAILURE OF WATER BAR(S). a 3 o
SIGNIFICANT RAINFALL. CONTRACTOR TO INSPECT CONSTRUCTION W ID
ENTRANCE(S)FOR COMPLIANCE WITH PLANS AND DETAILS; INCLUDING 2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE, p
SEDIMENT ACCUMULATION BEYOND DETAIL ALLOWANCE,AND ALSO CONTRACTOR TO REMOVE SEDIMENT AND/OR DEBRIS,AND RELOCATE TO
DAMAGE OR FAILURE OF CONSTRUCTION ENTRANCE(S). ANOTHER AREA WITH SEDIMENT CONTROLS. Q o
2. WHEN SEDIMENT ACCUMULATION EXCEEDS DETAIL ALLOWANCE, 3. WHEN WATER BAR(5)ARE FOUND TO BE DAMAGED,CONTRACTOR TO a Z rc
CONTRACTOR TO REMOVE SEDIMENT AND/OR DEBRIS,AND RELOCATE TO REPAIR IMMEDIATELY TO BRING WATER BAR(S)BACK INTO COMPLIANCE w Q
ANOTHER AREA WITH SEDIMENT CONTROLS. WITH PLANS AND DETAILS.
3. WHEN CONSTRUCTION ENTRANCE(S)ARE FOUND TO BE DAMAGED, 4. IF WATER BAR(S)ARE FOUND TO BE INSUFFICIENT,CONTRACTOR TO
CONTRACTOR TO REPAIR IMMEDIATECT TO BRING CONSTRUCTION INSTALL ADDITIONAL MEASURES AS NEEDED TO ENSURE SEDIMENT
ENTRANCE(S)BACK INTO COMPLIANCE WITH PLANS AND DETAILS. REMAINS CONTROLLED ONSITE AS REQUIRED. DRAWN BY: EDL
CDC PROJECT NO.: 22262
4. IF CONSTRUCTION ENTRANCE(S)ARE FOUND TO BE INSUFFICIENT, 5. CONTRACTOR TO REMOVE WATER BAR(S)AND BRING AREA TO GRADE PERMIT NO. TBD
CONTRACTOR TO INSTALL ADDITIONAL MEASURES AS NEEDED TO ENSURE ONCE CONFORMATION OF SITE STABILIZATION HAS BEEN REQUESTED AND EROSION CONTROL DETAILS
SEDIMENT REMAINS CONTROLLED ONSITE AS REQUIRED. RECEIVED FROM PROJECT ENGINEER.
5. CONTRACTOR TO REMOVE CONSTRUCTION EN TRANCE(S)AND BRING AREA
TO GRADE ONCE CONFORMATION OF SITE STABILIZATION HAS BEEN WATER BAR
REQUESTED AND RECEIVED FROM PROJECT ENGINEER. SHEET
D3.26 (FOR VEHICLE CROSSING AREAS)
D3.25 STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE C 9 32
NOT TO SCALE

w 'FF
GENERAL NOTES FOR STORM '2 n a H 2 s
WI
STANDARD SCHEDULE MINIMUM TRENCH WIDTHS GENERAL 2.`�N i e
SHALLOW TYPE INTERMEDIATE TYPE (4'X4' INTERIOR) ALL NON-FERROUS UNDERGROUND LINES PIPE DIAMETER MIN.TRENCH WIDTH °L S ff 411
TOP OD.HEIGHT 6" 8" (5 FEET OR LESS IN DEPTH) (5 FEET TO 20 FEET IN DEPTH) OUTSIDE BUILDING FOOTPRINT SHALL BE 1. ALL STORM INSTALLATION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY THE i-`� 'Ail
w
SLAB wr.hes 702 940 FINAL BACKFILL 12" 30" NCDEQ.ALL SMEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE,AND NATIONAL �+w a w w LL
REQUIRED TO HAVE A MAGNETIC-TYPE (SEE SPECIFICATION FOR REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL $How i i
WARNING TAPE INSTALLED IN THE a i i oo.SAT 0.67 1.33' 2.67 COMPACTION REQUIREMENT) 15" 34" SPECIFICATIONS. <u
RISER writes BACKFILL AT LEAST 6"BELOW GRADE.
503 998 2,003 _ ¢3
18" 39..
�I <2� d �T«,� I' \<3 � _ 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED STORMWATER,AND 3
SOLID O.e.HEIGHT 3.0' 3.5' J�t � L l�, 24" AM" ASSOCIATED NON-GRADING PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING n
BASE wl.hes 934 2,161 �� STANDARD STANDARD mm
iim _ Y _ CONSTRUCTION.
REINFORCED
6"MIN. STEPS 16" STEPS 16"ON CONCRETE SLAB "/\//\\j'''\/` 30" 56"
ON CENTER CENTER b //�\\�/\/ \�\/�\ = 36" 64" 3. ALL NCDEQ.LATHE UCTION SHALL BE UNDER CONTRACTOR SHALL NOTIFY ETHE SENGINEER 72PECTION OF THOURS PRIOR TOHE ENGINEER, E BEGINNING AND a
rOz WORK.ANY WORK COVERED PRIOR TO ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING
/ \ 42" 72"
6"MIN.. w /\ /\//�\/\�/\/� o: AND BACKFILLING AT THE CONTRACTOR'S EXPENSE. Q
„ % �//\/ 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROIJNA LICENSED CONTRACTOR.
' (Illr7 �a :\\\\\\\��\\\\\\\\
i\ `a /Vv� /i<v 54" 86" y
ill Ai F, �o \j/////\/\\� �w 5. CONTRACTOR IS RESPONSIBLE FOR LOCATNG AND VERIFYING THE EXACT LOCATION AND ++
O sa �q t MIN.6"WASHED zv + \\\\\\ �\\\\�\\\�\ zm 60" 96" ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY C Q-
�OOO OOO •'6� �+ •'" �1 i //\°\�\\\\\°\ CONFLICTS OR DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS - QT a
STONE BEDDING e� 3 �,.4.e" MIN.6"WASHED ��
} '�'�'�` �` �'��4�° STONE BEDDING HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS .�V
SOLID TOP OR ACCESS \F � a MAXIMUM COVER AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO •j 0 ;
�LT OPENINGS AS REQUIRED ,� m CONSTRUCTION. V V
SCHEDULEee.ellii ��0pji� NITIAL BACKFILL PIES CLASS CLASS CLASS
DIAMETER I II III 6. PROTECT EXISTING SITE FEATURES(SHOWN TO REMAIN)AND NEWLY COMPLETED WORK
(COMPACTED TO 98% DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING OR RESULTING FROM
TOP SLAB SPRINGLINE OF STANDARD PROCTOR) 12" 43' 28' 20' CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE
0
SEE NOTE'A' SEE NOTE'n' REPAIRED IN ACCORDANCETNSDSPECIFICATIONS,
APPLICABLE STANDARDS ATS E ONT AC OR' AGENCIES,AS
��/ " h HAUNCH ) 15" 43' 28' 20' WELL AS THE PROJECT PLANS AND SPECIFICATIONS,AT THE CONTRACTOR'S EXPENSE.
\� / 1j (COMPACTED TO 98%
OF STANDARD PROCTOR 18 43 28 20 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
�!o�=L -- -- CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY NC ONE CALL AT
_ 24" 34' 23' 17' 811,
BEDDING 48 HOURS BEFORE CONSTRUCTION BEGINS.NOTIFY THE ENGINEER AT LEAST 72
0I'414111111110"
I ' (COMPACTED TO 98% 30" 34' 23' 17' HOURS BEFORE STARTING CONSTRUCTION ACTT VITIES.
LIFTING �- OF STANDARD PROCTOR)
RISER HOLES(4) 6"MIN. W 0 36" 34' 23' 6' 8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND N
-- MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM
6"MIN.LIIII ,n SUITABLE 42" 34' 23' 16' PROTECTION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL U
FOUNDATION MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL STORM PIPES AND
FY 48" 31' 21' 15' gppURTENANCES..
12
SEE I MIN.TRENCH WIDTH
SCHEDULEillt°1111^1 4 (SEE TABLE)NIL AIIII54" 31' 21' 15' (1) w
\ ` "� 9. CONTRACTOR IS RESPONSIBLE FOR INSTALLING,MAINTAINING,AND REMOVING ALL U
<444 p 60" 31' 21' 15' NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES.
LIFTING MIN.6"WASHED °J 1 w-:.
STONE BEDDING ��'• �� �" MIN.6"WASHED v •, 10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL
HOLES(4) •t-�:%ly 1 3 .!Di!.. 'ASSUMED PIPE BACKFILL IS PLACED AND
STONE BEDDING UTILITY SURFACE ACCESSES WHETHER THE CONTRACTOR PERFORMS THE WORK OR A m
COMPACTED TO THE REQUIRED 98% UTILITY COMPANY PERFORMS THE OF THE STANDARD PROCTOR
Z
WORK. C1
WAFFLE BASE NOTE 'A' NOTES' 11. ALL HIGH DENSITY POLYETHYLENE(HDPE)CORRUGATED STORM SEWER DETENTION PIPE
SEE
SCHEDULE FOR CURB INLET: FRAME,GRATE&HOOD PER D.O.T.STD.840.03E SHALL BE TYPE"5"HANCOR SURELOK ADSN12 OR APPROVED EQUIVALENT WITH WATER
FOR GRATE INLET: FRAME,GRATE&HOOD PER D.O.T.STD.840.16 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND TIGHT JOINTS MEETING AASHTO M252,M294 OR MP7.ALL HDPE PIPE IS TO BE INSTALLED w w
FOR JUNCTION BOX: FRAME&COVER PER D.O.T. STD.80.54 INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS AND THE PROJECT SPECIFICATIONS. ACCORDINGLY TO MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH ASTM D232101100111
FOR CONVEX INLET: FRAME,GRATE&HOOD PER NEENAH CONVEX WITH THE EXCEPTION THAT MINIMUM COVER IN TRAFFIC LOAD AREA SHALL BE 24"FOR
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,WHEN REQUIRED.INLET GRATE R-2577 ASTM AND ND FOR L HAVEPIPE SMOOTH SHALL MEET THE ALL ST RM SYSTEMS, OF
MUTT BEGI AND SHALL HAVE T OF THE WSTEMS. NOTI FOT ALL STORM SYMEDIAT WORK
NOTES: 60" 7 3. SOUNDAEION WHALE SHS TRENCH IY UNSTABLN,ERE CONTRACTOR SHALL EXCAVATE TO A RETTH REQUIRED BY THE ENNINEER AND REPLACE WITH MUST BEGIN AT THE LOW POINT OF THE SYSTEMS. NOTIFY THE ENGINEER IMMEDIATELY OF
MAT BE MATERIALD US SPECIFIED EA THE AERIAL. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE TRENCH BOTTOMANY VARIANCES FROM EXPECTED CONDITIONS.
1. CONCRETE SHALL BE 4000 PSI MIN.FOR ALL PRECAST MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.CONCRETE CATCH BASINS. 12. CURB INLET FRAME,GRATE AND HOOD SHALL CONFORM TO NCDOT 840.03E.DROP INLET
• 6" SLAB THICKNESS4 BEDDING: SUITABLE MATERIAL SHALL BE CLASS I,II,OR,III.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO FRAME AND GRATE SHALL CONFORM TO NCDOT 840.16.FIELD INLET COVER SHALL
2. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLEDLi0AND REINFORCEMENTENGINEER.UNLESS OTHERWISE NOTED BY THE ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4"(100 mm)FOR 12"-24"(100 mm-600 mm); CONFORM TO NCDOT STANDARD DETAIL B40.03,OPENING FACING UPSTREAM.MANHOLE N36 36" TO DEPTHS CERTIFIED AS ACCEPTABLE BY THE n FOR SOIL AND 6"(150 mm)FOR 30"-60"(750 mm-900 mm). RING AND LID TO CONFORM TO NCDOT 840.54.OPEN THROAT INLETS TO CONFORM TO w MANUFACTURER. 36' NCDOT 840.04 WITH A MANHOLE RING AND LID INSTALLED IN THE TOP FOR ACCESS TO I
�T�.'...i �. TRAFFIC LOADING BY - -
3. "WAFFLE"BOXES ARE ACCEPTABLE FOR SHALLOW TYPE F AN ENGINEER 5. HAUNCHING/INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I,II,OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6"ABOVE CROWN THE STRUCTURE. SET ACCESS POINT ADJACENT TO A STRUCTURE WALL AS TO ALLOW
CATCH BASINS UP TO 10'DEEP PER D.O.T. Ni OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS ACCESS TO STEPS.
NOTES REQUIRED IN ASTM D2321,LATEST EDITION. 2
A PRECAST CONCRETE CATCH BASINS SHALL CONFORM TO 13. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF -
1. CONCRETE: 2B DAY COMPRESSIVE STRENGTH re- 4,000 psi NCDOT STD.840.02. SLAB DETAIL 6. MINIMUM COVER' MINIMUM COVER,H,IN NON-TRAFFIC APPLICATIONS(GRASS OR LANDSCAPE AREAS)IS 12"FROM THE TOP OF PIPE TO GROUND NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES(LATEST EDITION). o p
2. STEEL REINFORCEMENT: ASTM A-615,GRADE 60 SURFACE.ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION.FOR TRAFFIC APPLICATIONS,MINIMUM COVER,H,IS 12"UP TO 48" CONCRETE SHALL BE CLASS A OR B,4000 PSI MINIMUM,MEETING THE REQUIREMENTS OF a
3. WAFFLE BOXES MEET N.C.D.O.T.APPROVAL TO 10'DEPTH DIAMETER PIPE AND 24"OF COVER FOR se-so"DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP SECTION 900,CONSTRUCTED IN ACCORDANCE WITH SECTION 825.MASONRY SHALL MEET
4. SOLID BOXES MEET H-20 LOADING TO 15'DEPTH OF RIGID PAVEMENT.HEAVY CONSTRUCTION LOADS MAY REQUIRE ADDITIONAL COVER TO PROTECT THE PIPE.CONTRACTOR TO VERIFY THAT THE REQUIREMENTS OF SECTION 940,CONSTRUCTED IN ACCORDANCE WITH SECTION 830
5. SOLID BOXES APPROVED FOR N.C.D.O.T STANDARDS: 840.01,840.02,840.04, CONSTRUCTION LOADS WILL NOT DAMAGE INSTALLED PIPES AND PROTECT INSTALLED PIPES IF REQUIRED. AND/OR 834.
840.227,840.28,840.31,840.32,840.15,840.41,8840.45840.18,840.19,840.26, D5.12 PRECAST CONCRETE LETS,ATCH BASIN DETAILS FOR 7. MAXIMUM COVER: MAXIMUM COVER SHALL BE MEASURED FROM THE FINISHED SURFACE OF THE GROUND TO THE TOP OF THE PIPE,AND SHALL BE 14. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED SOILS
GRATE INLETS,CURB INLETS,AND JUNCTION 1 CTION BOXES LESS THAN THE MAXIMUM VALUES SHOWN IN THE CHART WITHIN THIS DETAIL. LABORATORY UNDER ALL PAVED AREAS.
NOT TO SCALE p 15. COMPACTION REPORTS MUST BE PROVIDED TO THE NCDEQ STORMWATER SERVICES DIVISION 0 "'
D5.11 2'X 2'YARD INLET D5.13 HDPE TRENCH INSTALLATION DETAIL INDICATING(STANDARD THAT
FILL
PROCTOR).
BEEN COMPACTED TO NOT LESS THAN 95%MAXIMUM DENSITY \ \ 5
0
NOT TO SCALE NOT TO SCALE o
4.0'I.D. EAJ:m .z E
0 5.0'O.D. _ •w _'Q
TOP PIPE OUTLET TO �y`°� �\:\
PIPE OUTLET TO FLAT AREA 'Y d P
HANDLE �� WELL-DEFINED CHANNEL :',0 "
f� NO WELL-DEFINED CHANNEL i�ON "_°���. tom(
MANHOLE FRAME , ��,.► `\
AND LID TO BE I1, K I / ��
PLACED DIRECTLY INCOMING PIPE A A �„•• A +o A te►A ra A
OVER STAIRS 11 • 1 ����t�►���
ELEVATED TOP n o _. 4.4 i s r �' =�1!�=ittissibill
,,---)miri
IIIIIII%w A -
li\
R TO �� PLAN
J��Peo aP FLARED END PLAN
SAP .� ,pP SECTION MATERIAL I L
..Oe �� TO MATCH MATERIAL v /' UJ
S.,o OF INCOMING PIPE La v a
SO o
F�� PIS o� ""A,A,A. -
PM pogo PLAN I- 6
5r� SP °° Cl) 6
��. FILTER BLANKET FILTER BLANKET
SECTION AA SECTION AA J w
NOTES:
PRECAST OR 8"BRICKS 1. L4 IS THE LENGTH OF THE RIP RAP APRON.
W/1/2"1:2 MORTAR &OA 2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"(MINIMUM IS Q a
ON OUTSIDE AND INSIDE 24"DEEP IF STONE IS CLASS II)
OpN 3. IN A WELL-DEFINED CHANNEL,EXTEND THE APRON UP THE CHANNEL BANKS TO AN MI
3
SEEP FI FVATION ELEVATION OF 6"ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
M 2
BANK,WHICHEVER IS LESS. L,�
EJE�. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP I
INS' NOTES: AND SOIL FOUNDATION. 04 Cl)QR 5. COMPACT ANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED MATERIAL 'Ll.'
C r'
PI 1. THE DIMENSION OF THE THE FLARED END
TE 6. RIP RAP MAY BE FIELDSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD.
IN SECTION SHALL BE PER MANUFACTURER'S ANGULAR AND WELL-GRADED. a
SPECIFICATIONS. 7. CONSTRUCT APRON AT ZERO GRADE. TOP OF RIP RAP SHALL BE LEVEL WITH THE 1NOTE: RECEIVING CHANNEL OR SLIGHTLY LOWER.
2. THE SKIRT SECTION OF THE FLARED END LIJ w
CORE OPENINGS TO ACCOMMODATE PROPOSED PIPES.(REFER TO PLAN SECTION SHOULD BE JOINED TO THE INCOMING 8. ALIGN APRON WITH RECEIVING CHANNEL OR STREAM. ASSURE APRON IS STRAIGHT a
SHEET FOR SIZE AND LOCATION OF PIPE) PIPE PER MANUFACTURER'S SPECIFICATIONS. THROUGHOUT ITS LENGTH. -
9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL. CIa Z o
s
TYPICAL OPEN THROAT DETAIL
D5.14 NOT TO SCALE D5.16 FLARED END SECTION WITH N 4(
RIP-RAP APRON
DRAWN BY: EDL
NOT TO SCALE CDC PROJECT NO.: 22262
STORM DRAINAGE DETAILS PERMIT NO. TBD
SHEET
C951

SHEETED OPEN SHEETED OPEN i.-1F 2 f F
TRENCH -RENCH TRENCH TRENCH GENERAL NOTES FOR WATER ;U H 2
BACKFILL MATERIAL BACKFILL MATERIAL •
2.�N i e
COMPACTED IN 6"LIFTS COMPACTED IN 6"LIFTS p a N
1.5"COPPER PIPE f 12"MIN 1. WATER CONSTRUCTION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY THE m m m
TYPE"K"SOFT TOWN OF ANDREWS WATER DEPARTMENT.ALL SITEWORK SHALL BE IN ACCORDANCE WITH i= a F LL
INSTALLED - ALL LOCAL,STATE,AND NATIONAL REGULATORY STANDARDS; AND ALL REQUIREMENTS IN w
BY OTHERS 2° MEM THE PROJECT TECHNICAL SPECIFICATIONS. N i u i i i
A A BACKFILL MATERIAL BACKFILL MATERIAL `1 n a u
COMPACTED IN 3"LIFTS COMPACTED IN 3"LIFTS ��� 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED WATER PERMITS AND a W+
PLAN mom r11® ASSOCIATED NON-WATER PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING a
CONSTRUCTION.
THREADED BRASS NIPPLE Utii=lit jS-J1 ,--�T, 3. ALL CONSTRUCTION SHALL BE UNDER THE OBSERVATION OF THE ENGINEER,THE OWNER,
12"MIN.LENGTH 1 NOS; s AND THE TOWN OF ANDREWS.THE ENGINEER SHALL PERIODICALLY OBSERVE THE PROGRESS E
UNDISTURBED UNDISTURBED
WATER METER BOX EARTH BELL HOLES NOT SHOWN UNDIS OF INSTALLATION AND SHALL COMPLETE A FINAL WATER AND SEWER INSPECTION. THE
OVERCUT EXCAVATION CONTRACTOR SHALL FURNISH,SECURE,AND PROVIDE ALL NECESSARY TESTING MATERIALS, xi
STANDARD EXCAVATION EQUIPMENT,PROCEDURES,AND CERTIFIED LABORATORY TEST RESULTS FOR USE WITH Q
I ` 21 5" I ENGINEERS FINAL CERTIFICATION OF COMPLETION.ANY WORK COVERED PRIOR TO 0.17„ 1 ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING AND BACKFILLING AT THE
SHEETED OPEN
TRENCH TRENCH CO
SHEETED OPEN CONTRACTOR'S EXPENSE. -
_ TRENCH TRENCH v v Q U
°P•"'�""T BACKFILL MATERIAL 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROLNA LICENSED UTILITY CONTRACTOR. C d
BACKFILL MATERIAL COMPACTED IN 6"LIFTS _ _�()
THICKNESS 1.25" 1' THICKNESS 1.251 COMPACTED IN 6"LIFTS 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND CO C .5
THICKNESS.375" I . ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY 2 O)0
18" .375 MIN. 24" CONFLICTS OR DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS °aC.) 3
STRAIGHT YOKE VALVE METER FURN',ED HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS
(LOCKABLE)AT YOKE APPROVED DUAL 30" SPRING LINE OF PIPE 1111011111 AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
INLET. BY WATER - CHECK VALVE SPRING LINE OF PIPE 11110/111(11 .EPARTMEN 1, CONSTRUCTION.
_ �� 0
I _ 1 ��� -=_ Illhat
WASHED STONEMai 6. CONTRACTOR SHALL PROTECT EXISTING AND NEWLY BUILT UTILITIES DURING CONSTRUCTION.
12 __. �I WASHED STONE EMBEDMENT ANY DAMAGE ESP TO UTILITIESYO INCURRED ACTOR OR RESULTING TO BE FROMP CONSTRUCTION A C OR ACTIVITY
I11'- EMBEDMENT '� IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED IN ACCORDANCE
�1p�5ADDITIONAL WASHED STONE FOR WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE.
E,rAPPROVED YOKE BAR EARTH URGED UNDERCUT EXCAVAPONIN ONLY
/ THREADED BRASS NIPPLE TO EXTEND NOTF AS DIRECTED BY ENGINEER 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE 0 N
T #57 WASHED STONE STANDARD EXCAVATION p5 1 CONSTRUCTION ACTIVITY IS TO BEGIN.THE CONTRACTOR SHALL NOTIFY ULOCO AT
OUTSIDE METER COX EC ON.LENGTH. CONSTRUCTIONLLBEINACCORDANCE TDANCHES U � IN UNSTABLE SOILS TYPES Ma'
APPROVED EXPANSION CONNECTION SWIITAF IL THE LATEST EARhi UNDERCUT EXCAVATION ENGINEER AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES. �j
IN WET CONDITIONS - - - OR 811,72 HOURS BEFORE CONSTRUCTION BEGINS.NOTIFY THE
1.5"SERVICE SADDLE 2"X4"X8"BRICK REGULATIONS. CONTRACTOR
WITH CORPORATION STOP 0 90'SPACING SHALL BE RESPONSIBLE FOR 6. EROSION CONTROL IS HELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL AND
SECTION A-A COMPLIANCE WITH ALL MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM v,
NOTE: APPLICABLE REGULATIONS. PROTECTION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL THIS DETAIL WILL APPLY TO ALL DOMESTIC WATER SERVICE TRANSFERS AS DESCRIBED MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL WATER PIPES ANDQz
NO BOULDERS OR STONES APPURTENANCES.
IN THE TECHNICAL SPECIFICATIONS AND SHOWN ON THE ENGINEER DRAWINGS. IN EXCESS OF 4"IN SIZESHALL BE USED AS PART
OF THE INITIAL BACKFILL. TYPICAL TNCH DETAIL 9. ALL WATER LINES AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCD6.11 111 WATER METER BOX D6.12 NOT TO SCALE PLUMBING CODES AND THE TOWN OF ANDREWS WATER RESOURCES DEPARTMENT DESIGN& Z
NOT TO SCALE PIPE BEDDING MATERIAL CONSTRUCTION MANUAL.COORDINATE EXACT LOCATIONS OF SERVICE LINES AND
SHALL BE#57 WASHED APPURTENANCES WITH THE ARCHITECTURAL,PLUMBING,AND LANDSCAPING PLANS.
STONE.
10. CONTRACTOR TO PROVIDE 5'MIN.LATERAL SEPARATION BETWEEN WATER LINE AND OTHER w w m
UNDERGROUND UTILITIES.SEE DETAILS FOR GENERAL NOTES CONCERNING WATER MAIN
INSTALLATION REQUIREMENTS.
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
INSPECTOR.
17-0"
15-3/8' xxl 12. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10'OF A CROSSING IF:
A. SEWER LINE CROSSES OVER WATER,OR w 'W^
B. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18". (7,
III III MAINTAIN 10'HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS UNLESS LAID IN w
IIIIII_ IIIIII1' SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 18"ABOVE THE w m -
)II1I- -5/8" II1I 9I1 TOP OF SEWER OR USE FERROUS MATERIAL FOR BOTH WATER AND SANITARY SEWER.
III-III- HEM' APPROVED DUAL
STRAIGHT YOKE -'1 =�= CHECK VALVE CURB AND GUTTER 13. MAINTAIN 18"VERTICAL SEPARATION BETWEEN STORM DRAIN AND WATER OR THE WATER L p o
VALVE(LOCKABLE)- METER BOX MAIN MUST BE CONSTRUCTED OF FERROUS MATERIALS FOR A DISTANCE OF AT LEAST o S
AT YOKE INLET. METER FURNISHED BY - THREADED BRASS 10-FEET TO EITHER SIDE OF THE CROSSING. a
MAGGIE VALLEY UTILITY 18-1/8 FINISHED
DIS`CT NIPPLE TO EXTEND �Iy GRADE
�� OUTSIDE METER BOX " 14. MAINTAIN 5'HORIZONTAL DISTANCE BETWEEN WATER LINES AND THE DRIP LINE,AT
ROADWAY
SERVICE SADDLE d - .�„ �I��p.- 12"MIN.LENGTH. �,. - MATURITY,OF TREES AND OTHER SHRUBS.
WITH CORPORATION STOP � _ �1�Y 3/4"TYPE"K"
I�`� 6„
COPPER PIPE SOFT COPPER PIPE 15. TOWN OF ANDREWS OWNERSHIP AND MAINTENANCE ENDS AT WATER METER AND/OR THE
APPROVED YOKE BA' SERVICE LINEy
�♦ IFIRE LINE ISOLATION VALVE.WATER SYSTEM BEYOND IS TO BE PRIVATELY OWNED AND
�`I _ _ (TYPE SOFT) (INSTALLED HBYPOhiERS) f Mo W
„ �__ .. 5�y- MAINTAINED.
SER
#57 WASHED STONE 2"X4"XB"BRICK NOTES ri o_
23 5/i6' 0 90'SPACING _ 16. METERS,VAULTS,AND FIRE HYDRANTS ARE TO BE PLACED IN RELATIVELY FLAT AREAS. o
WATER MAIN 1"X3/4""Y"BRANCH I MAXIMUM ALLOWABLE2 DDa \
sERVICE LINE. 17. BRASS FITTINGS MUST BE LEAD FREE PER TOWN OF ANDREWS REQUIREMENTS.
MREIMRPRSOPELL NUALLY OFFSET
ELEVATION VIEW E ENE 18. CONTRACTOR RESPONSIBLE FOR ADJUSTING EXISTING WATER APPURTENANCES AS
Tilt BE A INCNES lINT"I'LE NECESSARY DUE TO ANY SITE CONSTRUCTION OR INSTALLATION. " c' z
TAPPING SADDLE& BACK OF 0 19. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED
CORPORATION STOP CURB AND GUTTER rcI SOILS LABORATORY UNDER ALL PAVED AREAS.
WATER METER BOX 20. CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS ���`� ,•;V�'��'%� N�
�15-3/8""� 3/4"TYPE"K" FOR PREPARATION OF FINAL RECORD DRAWINGS. 4o P °•.�Y% ^I\
..,, I.: / .
SOFT COPPER PIPE SERVICE LINES �e i5 d`�O..o'
3/4"COPPER PIPE T T _ 21. PRESSURE TEST WATER MAINS TO 200 PSI MIN. AND 250 PSI MAX.AS PER TONN OF e _
TYPE K"SOFT 12"MIN.INSTALLED r ! LINE-.-
THREADED BRASS NIPPLE ANDREWS REQUIREMENTS.DISINFECT WATER LINES AND PROVIDE ACCEPTABLE -Yew ` ,2-
BACTERIOLOGICAL TEST FROM A CERTIFIED TESTING LABORATORY FOR USE WITH THE
11-3/ I /BY OTHERS 10-1/8' O = 1"COPPER PIPE PROPERTY LINE ;Z°°:O :�
WATER METER --- ENGINEERS CERTIFICATION OF COMPLETION. ;'"0 °Q.
- _- -- - w �► --- (TYPE K SOFT) / 'W o
11 `11 r 3 ROADWAY INLET J 3/4"TYPE"K" 22. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION BY THE ENGINEER OF THE WATER 0N `
THREADED BRASS NIPPLE / SOFT COPPER PIPE Iy SYSTEM PRIOR TO ISSUANCE OF FINAL OPERATION APPROVAL BY THE TOWN OF ANDREWS.
12"MIN.LENGTH =SERVICE LINE
WATER METER BOX SERVICE WILL BE PROVIDED ONCE FINAL CLOSEOUT SUBMITTALS HAVE BEEN APPROVED
THREADED BRASS NIPPLE BY THE TOWN OF ANDREWS'S ENGINEERING DEPARTMENT.
PLAN 1"X3/4""Y"BRANCH 23. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE
OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING
NOTE: rc WATER METER BOX PUBLIC WATER SYSTEMS IN NORTH CAROLINA.THESE GUIDELINES ARE THE MINIMUM
PLAN VIEW REQUIREMENTS. THE DEVICES SHALL BE LISTED ON THE UNIVERSITY OF SOUTHERN
METER BOX TO BE AN 18"GARCON INDUSTRIES MODEL 1015-15 UTILITY BOX WITH A MODEL 1015-3 FLUSH COVER CALIFORNIA APPROVED ASSEMBLIES. THEY SHALL BE INSTALLED AND TESTED(BOTH
OR APPROVED EQUAL. REFER TO MANUFACTURER FOR SPECIFICATIONS INITIAL AND PERIODIC TESTING THEREAFTER)IN ACCORDANCE WITH THE
THIS DETAIL WILL APPLY TO ALL DOMESTIC WATER SERVICE TRANSFERS AS DESCRIBED IN THE TECHNICAL NOTE: MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS-CONNECTION CONTROL
SPECIFICATIONS AND SHOWN ON THE ENGINEERING DRAWINGS. USE SUITABLE MATERIAL REMOVED DURING TRENCH EXCAVATION FOR
- ALL METER BOXES TO BE PROPERLY TAGGED PER MAGGIE VALLEY UTILITY DISTRICT STANDARDS BACKFILL UNLESS DIRECTED OTHERWISE BY ENGINEERUJ
PROGRAM,WHICHEVER IS MORE STRINGENT.
24. RESTRAINED JOINTS BY AN APPROVED PIPE MANUFACTURER ARE TO BE USED FOR ALL z
RUST BLOCKS CC
WATER METER BOX AREPUB PERMITTED LINES WHERE TED WHERE CONNECTIONS RESTRAINING
TIONS ARE MADE REQUIRED;
EXIISTIN HOWEVER, LINES OR WHERE rc
D6.13 INSTALLATION D6.14 STANDARD MULTIPLE BRANCH SERVICES me USE OF MECHANICAL RESTRAINT IS NOT FEASIBLE. 0
NOT TO SCALE NOT TO SCALE ?
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W/�
I.IV
0
CO
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CC �
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Z
3 Q
DRAWN BY: EDL
CDC PROJECT NO.: 22262
WATER DETAILS PERMIT NO. TBD
SHEET
C961

9r 'F.s
GENERAL NOTES FOR SEWER <_g H 2
oL2;mff 4al
CAST IRON WITH 1. SEWER CONSTRUCTION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY THE i W a F w LL
"SEWER"CAST IN TOP BACKFILL IN 6"-8"LIFTS&COMPACT TO TOWN OF ANDREWS.ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, a+'�
95%STANDARD PROCTOR IF NOT IN THE AND NATIONAL REGULATORY STANDARDS; AND ALL REQUIREMENTS IN THE PROJECT a i u 1 z i
1Afll
_ ROADWAY.BACKFILL IN 6-8"LIFTS& TECHNICAL SPECIFICATIONS.REQUIREMENTS AND SPECIFICATIONS OF THE TOWN OF COMPACT TO 98% STANDARD PROCTOR ANDREWS STANDARDS SUPERSEDE ALL OTHERS IN THE INSTALLATION OF THE PROPOSEDWHEN IN PAVED AREAS. SEWER EXTENSION.UNDISTURBED EARTH_ 2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED SEWER PERMITS AND
1, ASSOCIATED NON-SEWER PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING
nt-1�� iI •
18"SQUARE CONSTRUCTION.CONTRACTOR TO PROVIDE COPY OF STREET CUT PERMIT TO THE TOWN E
-1�11-111 H CONCRETE PAD �^ OF ANDREWS PRIOR TO CONSTRUCTION.
��
CLEANOUr� HOUSING - 3. ALL CONSTRUCTION SHALL BE UNDER THE OBSERVATION OF THE ENGINEER,THE OWNER, Q
PLUG
THE TOWN OF ANDREWS.THE ENGINEER SHALL PERIODICALLY OBSERVE THE PROGRESS O.
OF INSTALLATION AND SHALL COMPLETE A FINAL WATER AND SEWER INSPECTION. THE
#57 WASHED STONE CONTRACTOR SHALL FURNISH,SECURE,AND PROVIDE ALL NECESSARY TESTING Y1Z 45'BEND .�j/ MATERIALS,EQUIPMENT,PROCEDURES,AND CERTIFIED LABORATORY TEST RESULTS FOR a
6" X- 1 INITIAL USE WITH ENGINEERS FINAL CERTIFICATION OF COMPLETION.ANY WORK COVERED PRIOR C y
PIPE SPRING LINE (Ni N,) (301 BACKFILL TO ENGINEER'S INSPECTION IS SUBJECT TO UNCOVERING AND BACKFILLING AT THE 0)(.)
NOTE: CLEANOUT BOX SHALL BE CONTRACTOR'S EXPENSE. _ N C a
A CAST IRON VALVE BOX I >_ y p 3
AS MANUFACTURED BY 6"X 6"WYE ) U 4. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED UTILITY CONTRACTOR. 13 C.) 3
RUSSELL FOUNDRY,OPEILIKA PIPE OD -"-
FOUNDRY,OR EQUAL. EMBEDMENT ,.
0
MATERIAL f 5. TAOR SNEFYHOCAO
TRENCH FOR PVC PPEOIA AND ELECONVATIONRCT FOR IS ALLRESPON UTILITIES IBLE PRIOR
FOR LOCATING TO CONSTRA(JD CTIONVRI; ANDING T TOE NOTIFYEXACT ENGINEERL TIN OFAND
OP ANY CONFLICTS OR DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE
NOT TO SCALE PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON
NOTES' THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR
1. PVC PIPES REQUIRE CLASS I PIPE EMBEDMENT MATERIALS. LOCATION PRIOR TO CONSTRUCTION.
2. WHEN TRENCH IS SUBJECT TO INUNDATION,EMBEDMENT MATERIALS MUST EXTEND TO 6. CONTRACTOR SHALL PROTECT EXISTING AND NEWLY BUILT UTILITIES DURING
NOTE: 6"SERVICES REQUIRED FOR 6"SEWER LINE TOP OF PIPE. CONSTRUCTION.ANY DAMAGE TO UTILITIES INCURRED DURING OR RESULTING FROM
MULTI-UNIT BUILDINGS. 4" 3. NO BOULDERS OR STONES IN EXCESS OF 4"WILL BE USED IN INITIAL BACKFILL.
6"PLUG CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE
SERVICES ARE ALLOWED FOR 4. THIS DETAIL IS VALID FOR PVC SEWER PIPE INSTALLED AT DEPTHS OF UP TO 20 FEET. REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT
SINGLE FAMILY RESIDENCES ONLY. 5. PVC PIPE NOT ALLOWED WITH LESS THAN 3'-0"COVER. THE CONTRACTOR'S EXPENSE. U
CLEANOUT DETAIL TRENCH FOR PVC PIPE 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ss
D7.11 NOT TO SCALE D7.12 NOT TO SCALE CONSTRUCTION ACTIVITY IS TO BEGIN.THE CONTRACTOR SHALL NOTIFY ULOCO AT w
1-800-832-4949 OR 811,72 HOURS BEFORE CONSTRUCTION BEGINS.NOTIFY THE
ENGINEER AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
N
8. CONTRACTOR SHALL PROVIDE THE TOWN OF ANDREWS FIELD DENSITY REPORTS Cii)
VERIFYING SEWER BUILT IN FILL AREAS ARE COMPACTED TO 95%STANDARD PROCTOR.
2
9. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL
AND MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM
PROTECTION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL
MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL SEWER PIPES w w m
AND APPURTENANCES.
10. SAFETY AND TRAFFIC ROUTING TO BE COORDINATED WITH THE TOM/NCDOT AND IN
STRICT ACCORDANCE WITH NCDOT GUIDELINES FOR CONSTRUCTION,MAINTENANCE,AND
� �8}"TOBA"
1}"MIN. UTILITY OPERATIONS.
2'MAX.UNLESS OTHERWISE INDICATED GROUND LEVEL 11. ALL SEWER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH NC PLUMBING
COUNTERSUNK PVC PLUG .a j�O/�/�yO j i CODES AND ANY REQUIREMENTS PER LOCAL AUTHORITIES.COORDINATE EXACT F w
�� /�j//i i'o//' 1 LOCATIONS OF SERVICE LINES WITH THE ARCHITECTURAL,PLUMBING,AND LANDSCAPING w '^
IT-z1 _ " O /� PLANS.SEWER CLEANOUT ASSEMBLY LOCATIONS SHOWN ARE APPROXIMATE AND ARE F
R 4 % �� III SUBJECT TO FINAL VERIFICATION. w J o
;it K o - I 12. ALL NON-FERROUS UNDERGROUND SERVICE LINES OUTSIDE BUILDING FOOTPRINT SHALL mCOUNTERSUNKwCLEANOUT BOX 8 PLUG 0 [H :,LLrT:
7BE REQUIRED TO HAVE A MAGNETIC-TYPE WARNING TAPE INSTALLED IN THE BACKFILL O: o
AT LEAST 6"BELOW GRADE. -INSTALLED ON 8"OFmoCOMPACTED PIPE z 13. CONTRACTOR TO INSTALL D.I.P.WHERE THE MINIMUM OF 3'COVER OR AT UTILITYIN-LINE WYE EMBEDMENT MATERIALS I F5- T.
MINIMUM WEIGHT CHART WE GHT-LBS. PPCREES MIATERINGS ALEMUST RE NTRANSIT OIMUM RIJ TICAOL DSEPARO TIPRIOR ON QORCROSLNG VIEMENTS NA OAT SOLID BE ESLEEVEaBEND SEWER LATERAL CONSTRUE .D COUPLING AND EXTEND TO THE NEXT MANHOLE.
AT 2%GRADE UNLESS COVER 25 r/
OTHERWISE INDICATED BASE 40 - I 14. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10'OF A CROSSING IF:
il��_ Il� TOTAL UNIT 65 OQF' it, ,,g,,,,,
owo A. SEWER LINE CROSSES OVER WATER,OR
I a M W
\� - - y o w¢�� B. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18". i
" ° CONNECT TO EXISTING SEWER MAINTAIN 10'HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS UNLESS M o
SERVICE WITH APPROVED H' LAID IN SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 18" o
ILIA 1"MIN. COUPLING"OR INSTALL PLUG 7�'"MIN. -9'MAX ABOVE THE TOP OF SEWER OR USE FERROUS MATERIAL FOR BOTH WATER AND .- o
FOR FUTURE SERVICE.WHEN 13)"MIN.-15p"MAX. SANITARY SEWER.
UNDISTURBED EARTH REQUIRED BACKFLOW VALVES 6"MIN.WASHED
SHALL BE INSTALLED ON PORTION L ---i STONE BASE
OF LATERAL TO BE MAINTAINED NOTE' 14. MAINTAIN 18"VERTICAL SEPARATION BETWEEN STORM DRAIN AND SANITARY SEWER,OR
PROVIDE STONE BEDDING UNDER PVC REQUIRES BEDDING BY PROPERTY OWNER. 1.ALL SANITARY SEWER CLEAN OUT BOXES AND INSTALL FERROUS MATERIAL ON THE SANITARY SEWER WITHIN 10'EACH SIDE OF THE z
WYE(OR TAPPING SADDLE)AND COVERS SHALL BE MANUFACTURED FROM GRAY CROSSING.
FULL LENGTH OF SERVICE TRENCH ( IRON) 1/000�/��
BEND IRON CAST MEETING THE REQUIREMENTS
SHALL BE COMPACTED IN 6"LIFTS OF AWWA C110 AND ASTM A536. ��j 15. CONTRACTOR RESPONSIBLE FOR ADJUSTING EXISTING WATER APPURTENANCES AS
2.ALL SANITARY SEWER CLEAN OUT BOXES AND NECESSARY DUE TO ANY SITE CONSTRUCTION OR INSTALLATION. \ 1,,,,,
NOTES: COVERS SHALL CONFORM TO PARAGRAPH 2.01(d) >.!7�',� C'1
16. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED ',,
1. WYE CONNECTIONS ARE STANDARD FOR NEW SEWER MAIN CONSTRUCTION. OF ITEM II,SECTION VI OF MSD'S TECHNICAL 4 C \p e.
2. FOR EXISTING MAINS(12"OR SMALLER)WHERE WYES ARE NOT AVAILABLE A SPECIFICATIONS(MADE IN THE U.S.A). J • SOILS LABORATORY UNDER ALL PAVED AREAS. _ �O�'°""o d�,�_Q
SEWER TAP SHALL BE INSTALLED BY MSD PERSONNEL. 3.SANITARY SEWER CLEAN OUT BOXES AND ="C 5e N1
17. THE ENTIRE SEWER EASEMENT MUST BE CLEAR AND REMAINED CLEARED OF TREE IC': 2
3. FORCE MAINS CARRYING DOMESTIC WASTEWATER FROM SANITARY CONVENIENCES COVERS MANUFACTURED BY U.S FOUNDRY W
FC ��� /� PLANTINGS,EXISTING TREES,AND ANY PERMANENT STRUCTURES. ;Z°'vo w o :4,--
WITHIN A SINGLE BUILDING,RAY Y BE CONNECTEDTO 4"MSD GRAVITYO SERVICE S RDA RING& COVER,MODEL#7610), %�%% / 18. CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS 'F->" � `
MAX PROVIDED THAT GRAVITY FLOW WILLIBE RMAINTAINEDFLUDURING PROPOSED EAST DENT B IRON WORKS 74)(HEAVY DUTYR 0�� ,�1
MAXIMUM DISCHARGE RATE FOR THE GRINDER OR EFFLUENT ARE
MONUMENT BOX,MODEL#1574)OR APPROVED FOR PREPARATION OF FINAL RECORD DRAWINGS. ��°ON' ""BE �� \\
4. 6"SERVICES REQUIRED FOR MULTI-UNIT BUILDINGS.4"SERVICES ARE ALLOWED EQUAL.U.S FOUNDRY(HAND HOLE RING&FC
FOR SINGLE FAMILY RESIDENCES ONLY. COVER,MODEL#7630)MAY BE USED WHERE 19. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION BY THE ENGINEER OF THE SEWER
5. SCHEDULE 40 REQUIRED FOR ALL 4"SERVICES. CLEAN OUT IS WITHIN AN ASPHALT OR SYSTEMS PRIOR TO ISSUANCE OF FINAL OPERATION APPROVAL BY THE TOWN OF
CONCRETE PAVED AREA. CLEANOUT BOX ANDREWS.SECURE FINAL OPERATIONAL APPROVAL FROM TOWN OF ANDREWS PRIOR TO
D7.14 ACTIVATION OF THE SYSTEM.
NOT TO SCALE
D7.13 SANITARY SEWER SERVICE
NOT TO SCALE
,,�O
LLI
CC S
4"FLEXIBLE SADDLE O
(DFW/HPI or equal) IN,
>:
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FLOW II=II , -1S
,� L 0:7a
STAINLESS STEEL CLAMP,TYP. W/�
CC S
0
45' 45' CO
SEE SERVICE CONNECTION DETAIL W O
CC �
NOTE: o Qp
THIS DETAIL TO BE USED BY MSD FOR TAPS ON EXISTING Z
SEWER MAINS 12 INCHES IN DIAMETER AND LESS. S !`f
CONTACT MSD MAINTENANCE TO SCHEDULE THE TAP. ut
NOT FOR USE ON NEW CONSTRUCTION.
DRAWN BY: EDL
CDC PROJECT NO.: 22262
PERMIT NO. TBD
D7.15 SEWER DETAILS
TAPPING SADDLE
SHEET
C971

H
<i(SN De
u
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE OaSTRUCTUR sari.uL sNERur O.m rum
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. R i w I U 1 x
Implementing the details and specifications on this plan sheet will result In the construction 2. Provide drip pans under any stored equipment. .-•.•-., _ .• ___ O LL m O LL
activity being considered compliant with the Ground Stabilization and Materials Handling3. Identity leaks and repair as soon as feasible,or remove leaking equipment from the y ter' _ ` 14-I 4 w . i A
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The I 1; �^E H a 6 a n
permlttee shall comply with the Erosion and Sediment Contra)plan approved by the project. 11• I 1„� ag
? Y a 3
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store In separate containers and properly dispose as � , ..e %_=F_f_I Jl� + N
may not apply depending on site conditions and the delegated authority having Jurisdiction. hazardous waste(recycle when possible). •^� m
5. Remove leaking vehicles and construction equipment from service until the problem .1C-, __ ""�'�'
has been corrected. t y. -�"`
SECTION E:GROUND STABILIZATION my,. ... "`��-' aT;gi=1?
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ! A ._ E
Required Ground Stabilization Timeframes eaa cue =� �'�'`
• to a recycling or disposal center that handles these materials. �Stabilize within this ��_�m� liiffri:�-'4:-=." Q
Site Area Description many calendar Time(rame variations cwv �ggYl� em
m xcros
days after ceasing UTTER,BUILDING MATERIAL AND LAND CLEARING WASTE d
land disturbance 1. Never bury or burn waste.Place litter and debris In approved waste containers.
la) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS 4-r
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. C 0' _
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local a)V i
(b) High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. =.7)C u
(HOW)Zones 7 None 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in 2 G)0
(c) Slopes steeper than from upland areas and does not drain directly toe storm drain,stream or wetland. additionthe mixer and associated materials on ire barrier and within
If slopes are 10'or less in length and are place pervious V�V ;
3:1 7 not steeper than 2:1,14 days are S. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
0
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up Immediately if review and approval.If local standard details are not available,use one of the two
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose wane off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped Into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER UQUID WASTE be pumped out and removed from project
ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste Into storm drains,streams or wetlands. 6. Locate washouts at least er50 feetfromes are drain inlets and surface waters unless it
le) Areas with slopes 14 -10 days for Falls Lake Watershed unless 2. Locatepaintwashoutsatleast 50 feet away from stormdrain inlets surface can be shown that no other alternatives are reasonably available.At a minimum,
flatter than 4:1Install protection of storm drain Inletls)closest to the washout which could receive 0 ry
there Is zero slope waters unless no other alternatives are reasonably available. spills or overflow. a
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and Install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized andplaced appropriatelyfor the needs of site.
entranceovi pad in front of the washout.Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. w
activity.Temporary ground stabilization shall be maintained In a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project O
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Post signage on the washout itself to identify this location.
PORTABLE TOILETS0GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the 1. ort ble wetly toilets on level gr isnd,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other temporary structural m
streams or wetlands unless there is no alternative reasonably available.If 50 foot components when no longer functional.When utilizing alternative or proprietary z
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Tam an StkWlfvWn PmmanantSLbllbatlae on a gravel pad and surround with sand bags. 10.At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or In high in an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. Lb
•Nydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. w w
•Rolled erosion control produce with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed •Hydroseeding with properly operating unit.
•Appropriately applied straw or other mukh i•Shrubs or other pemlarent plantings covered HERBICIDES(PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides In accordance with label
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental co
•foiled erosion control oducts with as seed available. poisoning. m J
2. Protect stockpile with silt fence Installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides In areas where flooding is W F o
possible or where they may spill or leak into wells,Stormwater drains,ground water
POLYACRYLAMIDES(PAMS)AND FLOCCUUINTS five feet from the toe of stockpile. > E
1. Select flocculants that are appropriate far the soils being exposed during 3. Provide stable stone access point when feasible, or surface water.thesemaf a spill occurs,clean area Immediately.
-
onstruction,selecting from the NCDWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframesprovided on this sheet and In accordance 4 Do not stockpile materials onsite.
co
L
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 vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculonts and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. I. Create designated hazardous waste collection areas on-site.
4. Provide pending area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
otorefi Y.7 t 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
e.
5. Storefl«culantsinleak-proof containers that are kept under storm-resistant cover , NORTH CAROLINA
or surrounded by secondary containment structures. -l#* Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 r w
PART III PART III PART III ci
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 withthetable 1.E&SC Plan Documentation L Occurrences that Must be Reported " r'
below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences: .v\tJ •"•7rrr'
personnel to be in jeopardy,the inspection may be delayed until the next business day on '.�Y.
which it is safe to perform the inspection.In addition,when a storm event of equal to or approved plan muerr i iig so the-[&-datethroughouttilt coveragesiandunder perms. o d°1.111 ,
The followingitems pertaining to the E&SC plan shall be kept site available far (a) Visible sediment deposition in a stream or wetland. p• P
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be Per g sp =�^
inspection t all times during normal business hours.
=Q• =Q
performed upon the commencement of the next business day.Any time when inspections (b) Oil spills if, =V•to ,:z-
were delayed shall be noted in the Inspection Record. Item to Document Iwwmentanon RequirementsO- w
Pet. • Theyare 25 gallons or more, O /4.
la)Each EASE measure has been installed Initial and date each E&SC measure on a veer • They are less than 25 gallons but cannot be cleaned up within 24 hours, 'c . �`�<Q<'\
span Idua ormai nPeaon recwm,.uke include: and does not significantly deviate from the of the approved E&SC plan or complete,date Theyca se sheen surface waters(regardless ofvolume),Or rr 6NC• •tE�`�i „business hours) location,dimensions and relative elevations and sign an inspection report that lists each • non
(t)raiigde oily or;N.an If no anfan ar sr,cn servations me_ weekend shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless Of volume).
maintaand working haliaan m dod,,,aand sno nit vdual day a nfallde 1ng informrtnn Is plan.This installation
documentation k required upon the
abler cord the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended n(anti till.will determine it a site vr.vraon is the E&SC measures are modified et,initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
sea.o installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
moved by ee roMeDivbe may use another rain-monitoring aeda (Ref:40 CFR 302.4)or G.S.143-215.85.
(b)A phase of grading has been completed Initial and date a copy of the approved E&SC
Ill Eau At least once per 1.Identification of the measures inspect., plan complete,date and sign inspection
Neannes 2.w report ttoIndicate completion or the (d) Anticipated bypasses and unatsidpated bypasses.
and within 24 3.
construction phase.aman[ma nne•m.,eMn hee
were eating lq Ground cover s located a stalled Initial and amen copy of the approved MSC
24 hours event,.Ilimn 5.DescripPreneition accordance with the approveoe d E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
Description, actions plan. report to Indicate compliance with approved environment,
(3)=<nn.wa-io. curtails inspected, ground cover specifications. W
disch
Date and
oudalhisnrlr days aaroneamemna the nspection, (d)The mantenanceand repair Complete,date and sign an inspection report. 2.Reportirtgrrmeframes and Otbe(Requirements //��
and
a of indicators
- requirements for ail E&SC measures CC Jo
sang or suspended mimseor pollution such oil have been performed. After permittee becomes aware of an arcurrence that must be reported,he shall contact O
z4 hoursomm 5.n indication of visible sedimentieavng the site, (e)Corrective ato n the appropriate Divisinregiow.Occurrences
the timeframes and in accordance with the
6 Description,evidence,and date of corrective actions taken. ors have been Initial complete,
wed E&sc other requirements listed below.Occurrences outside normal business hours may also be LL ez
Hi Pmimatev of utsne see limits,men a record to E&SC measureso plan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(BOO) r
site 7 calendar days of the following shall be made. report to indicate the completion of the 858-0368 o
and within 24 1.Actions taken to des p stabnue the sediment that has left corrective action. Cl)V,
hours ot a rain Me site limb,
event,1.0 Inch In 2 Description,evidence,and dam of corrective actions taken,ad 2.Additional Documentation to be Kept on Slbe Occurrence Reporting T,mefremes(After Discovery)end Other Requirements J -
24hours on as to me actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (al visible sediment •within 24 hours oral or elect notification. w
Isl Streams at sin visible sedimentation a site and available for inspectors at all times during normal business hours,unlessthe deposition in a e •Wyvn7 calendar days,a report that contains la description of the o
as increased
isibleseonnromono Division provides a site-specific exemption based on unique site conditions that make streamwetland sediment and action,taken to address me cause of the deposition.
IgIrcam this requirement not practical: Division staff mays waive the requirement for a written report on a ` Q
mon,`(where tiie"xar,vken and caseAy-case bit re W o
accessible) _ inch in red moor,.to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. •lithe stream is named on the NC maybe m list as impaired for sediment
item24 hours Regional Office per Pan III, (21u1 of this permit. related causes,the permittee may be required to perform additional 3
Ihlurouna ,c ing(nmil.ttoofpe.lmeler tasr h Records Of inspections de Burl the twelve months,The Ittee Shall mod..inspeenens oreppN more stringent practices if staff CIC O
stabilimlion of grading () pet Ions ma rig previous perm determine that additional needed to assure con Hance
measures measures,facilities,
one grubbing,f installation record the required observations on the inspection Record Farm provided by the requirements ore p I
drainage
coawnucction or redevelopment.Permanent Division or a similar inspection form that includes all the required elements.Use of with mefedemlorsute impaired-waters conditions.
COelectronically-available records in lieu of the required paper copies will be allowed fl fe)Oil spills and • met.24 hours,an oral or electronic notification.The notification CO J
shown toprovide l cess end utilitythe herds records. lease of shall include information about the date,time,nature,volume and
measures have hem proridN qua as hard-copy hazardous location of the spill or release.
substances per Item
vmorama or an a:suana that wthey will bap required
as 3 pprymentation to be Retained for Three Years o
soon azp�i e. All data used to complete the a-NOl and all inspection records shall be maintained for a period Elb){q above
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request 140 CFR 122.41] kl Antcpated •mamyOutlmrtten[tondo's an
evaluation
vvthe vssate of the hypos;uarsv ale. }
bypasses L40 CFR The report shall include an evaluation of the anticipated quality andCC
122.41(m)(3)] effect of the bypass. Q .'
PART II,SECTION G,ITEM(4) (d)Unanticipated • ktgthinda hours,an oral or elerxmnic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses Ida CFR • Wavcy and nett days,a of
that includes an evaluationdthe coo
122.41(m)(1H quality and effect of the bypass. Z
(e)Noncompliance • Within20 hours,an oral oretctronic notification.
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • ...a.m..,a report that contains a description of the z O` r
for maintenance or close out unless this is infeasible.The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,andds causes;the period of noncompliance.
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and eche noncompliance has not
health or the been corrected the anticipated time noncompliance is expected to DRAWN BY: EDL
The E&SC planauthority has beenprovided with documentation of the non-surface withdrawal and the% f time periods or conditions in which it wit occur.The non-surface withdrawal eml4o continue;one steps Taken or planned to reduce,eliminate,
(a) au dy specific perl CFRro2A11 CDC PROJECT NO.: 22262
I IIZ)] prevent reoccurrence of the noncompliance.v,nCFRv vocon pIg1.
shall not commence until the E&SC plan authority has approved these items, • ion staff may waive the requirement for a written report ono PERMIT NO. TBD
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis. NCGO I
(of Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites ore properly designed stone pad Is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, -^-.
J t
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and . -,NORTH CAROLINA
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in manner that does not cause deposition of sediment into waters of the United States. `,' .Environmental Quality SHEET
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 C 9 9 8