SW8121018_APPROVED PLANS_20121030

PERMIT NO.
DOC TYPE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
sw A (?l0/R
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE � //� �
YYYYMMDD

Applicant /Future Property Owner:
AutoZone, Inc.
c/o: Wade Davis
123 S. Front Street, 3rd Floor
Memphis, Tennessee 38103
[phone]
wade. davis"'auto zone - com
INDEX OF DRAWINGS
C0.0 COVER SHEET
C1.0 SITE PLAN
C1.A SITE DETAILS
Cl.l GRADING &DRAINAGE PLAN
C 1.2 UTILITY PLAN
C1.3 EROSION CONTROL PLAN
CIA CONSTRUCTION DETAILS
C 1.5 STORMWATER MANAGEMENT DETAILS
L1.0 LANDSCAPE PLAN
D 1.0 DEMOLITION PLAN
LP 1.0 LIGHTING PLAN
1 of 1 ALTA/AGSM LAND TITLE SURVEY
Know what's below.
Call before you dig.
BEFORE YOU [MG
TOP
CALL 1 —4949
N.C. ONE --CALL CENTER
_l S THE LAIN ___
for:
Architect:
AutoZone, Inc.
c/o: George Callow
123 S. Front Street, 3rd Floor
Memphis, Tennessee 38103
[phone]
Plan Submittal Dale:
SEPTEMBER 13, 2012
REVISED 10/29/12
TRAFFIC CONTROL NOTES:
THE DISTRICT OFFICE OF THE NORTH C40-M DEPARTMENT OF TRANSPORTATON (MMOT) MUST BE NOTIFIED AT LEAST 24 HOURS
PRIOR TO CONSTRUCTION.
TRAFFIC MUST BE WMANED AT ALL TNES AND TRAFFIC CONTROL MUST COMPLY WIT! THE MANUAL OF UNIFORM TRAFFIC CONTROL
WAKES (MUTCD) AND MATH THE CLOP EDITIDN OF THE NCDOT STANDARDS AND SPECEICATONS
ALL LIVES OF TRAFFIC ARE TO BE OPEN DUIM THE HOURS OF 600 AM TO 9-00 AM AND FROM 4:00 PM TO 6-00 PM. A MNNI M1
OF ONE 124M LANE SHALL BE WMIANED AT ALL TNES.
ALL ROADWAY SIGNS WHIM ARE TO BE REMYED DURMNG CONSTRUCTION ARE TO BE R£NSTA DEED AS SOON AS POSSIEILE
WRING NON—WORIMG HOURS, EQWMENT IS TO TE PARKED AS CLOSE TO THE RGIT OF MY LIE A5 POSSIBLE AM BE PROPERLY
BARRICADED N ORDER TO PREVENT ANY EQUPNENT OBSTIMM WIT II N THE TROET_ LANE
ALL CONTRACTORS DOING WORK WTHI STATE RIGHT OF MAY ARE TO HAVE A COPY OF THESE PLANS ON THE JOB SITE
W TEN PER9WR AND/OR BDUAUX ARE WITHIN 5' OF AN OPEN TRAVEL LAZE, THE CONTRACTOR SHALL CLOSE THE OPEN TRAVEL
LANE AWACENT TO THE WORI( AREA USING APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK N THAT AREA IS
PROTECTED BY BARRIER OR GLiANDRAL.
THE CONTRACIOR SRN.L NOT WORK SKILTANEOLMY ON BOTH SIDES OF AN OPEN TRAVEL WAY WITHIN THE SALE LOMTON ON A
TWO-dJ11E, TWO—WAY ROAD.
THE MAXI N LENGTH OF A INC CLOSURE ON THE PROJECT SHALL BE ONE ALE, WSINU FROM TIE BEGINNING OF THE MEiGE
TAPER TO THE END (IF THE LANE CLOSURE.
THE CONTRACTOR SWLL BACKFLL AT Bc1 SHAPE LIP TO THE EDGE AND ELEVATION OF EXISTING PAVMIT N AREAS ADJACENT TO AN
OPENED TRAVEL LANE THAT HIS A DROP—OFF OF MORE THAN 3'.
WHEN BACKFLL S RECLARFD, IT SHALL BE AT NO EXPENSE TO THE OWNER
THE MAXIAN DTFFiIOU N ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE f
*0 LANE CLOSURES ARE NOT N EFFECT, CHANNELIafG DEVICES N WORT( AREAS SFWi BE SPACED NO WATER THAN TWINE THE
POSTED SPEED LINT, EXM 10' ON —CENTER N RAM AND MU BE SET S OFF THE EDGE OF AN OPEN TRAVELMAY.
D11NG IMAUA710K PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC LE INSTALLED TO ENSW PUBLIC SAFETY N ACCORDANM WITH
THE NORTH CWOLTNN DGMIENI OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS
ALL DISTURBED AREAS ARE TO BE FULLY RE53ORED TO NCDOT k04 M ROADWAY STANDARDS.
MATERIALS AND WOR O ASHp .SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND SPECIFICATIONS (LATEST EDITION).
Civil Engineering Plans Prepared by:
Civil Engineer:
Triangle Site Design, PLLC
c/o: Matt Lowder, PE
4006 Barrett Drive, Suite 203
Rale-.gh, NC 27609
919-553-6570
mlowder@triangles itedesign. com
TRIANGLE
SITE DESIGN
CONSULTANT:
TRIANGLE SITE DESIGN, PLLC
4006 BARRETT OR, STE 203
RALEIGH, NC 27609
[phone]
LICENSE JP-0619
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OWNER/bEVELOPER:
AUTOZONE DEVELOPMENT CORP.
ATTN. WADE DAMS
123 S. FRONT STREET
3RD FLOOR
MEMPHIS, TN 38103-2107
PHONE: [phone]
FAX: [phone]
wade.davisCautozonexom
For SUM & Wibactor MNfoa wrm Cwtact:
FA Dodge Plan Room Tek (615) W4-1017
REVISIONS:
10129112 R5W Y—CIT My
PROVED&4\-�7
NOI I U 10UNA ENVIRONMENTAL
Mk A EMENT COMMISSION
DIVI I O WATER QUAUTY
No lN.IJ�� 't j 2E> 01
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: SEPTEMBER 13, 2012
JOB NUMBER: 010032
TITLE.
COVER SHEET
SHEET NUMBER:
CO.0

, r. rL 1 I �lij1 iw.L'L.1 i 5.
_LP ? E. :1 y_.—._. _ iii:. _.. u
]KEYNOTES
Found
Concrete
Monument
JOIN & PATRIC14 KONARSKI — ` — --• — — -- -- — — — \' ,
146.15 Found PIN: 537411761064000
,�� �n�E L� S 8T33'02" E Concrete 08 1333, PG 258 DRn�waY
Monument R-15 ZONING
S 87'34 35 E Found \
Concrete \ \
Monument \ \
10x70' SIGHT
_ � \ TRIANGLE\ \
y \ \ \ STORWWATER
X \ , \ \ ACCESS EASEMENT
\Ask RIO' \ \
\ X
\ \ \ \ STORMWATER 22 \ 21 \\ \
\ \m \ MANAGEMENT
\ X EASEMENT \ \I� \\ 0 `\ \
CONCRETE ° \\ �'—
\ \ \ O \ FLUME \\ \ cL
\ \ 12 x6O \ \ \
\ LOADING ► - ;° \ \ i \ \ \
AREA
\ V '•' \ 5 \
\ 15 y. ~ 7
\ 2.6597 AGt �q r•' ,. R3' a \
TRANSFORMER PAD \ 'i6 \ 10'x7O' SIGHT rye
x 'v \ TRIANGLE \ �¢
# \ \ \ \ \ ROSS L DOHLEN
• •' \ \ PIN: 537412766153000
\° \ \ D8 1068, PG 118
\ 6 , ♦ ' ~ O \ 15 ♦ N \ \ \ B-1 ZONING
RX
\ SOUND BANKING COMPANY VP �' \
PIN: 537411762196000
\ 08 1388, PG 1 I ilip V,
\ i /
\ SEPTIC AREA ♦r 0 0 o. O o \ \
\ & REPAIR FIELD 1 \
♦ \ � �' � � '• � � a\\ \ TrAr \
\ BLDG. AREA = 7,315 R 12 \ DRn�
\ \ PARKING SPACES = 38 •.a \ \ /
\ FINISH FLOOR \ ELEV. = 26.8 10
tiLIV
I: \
GENERAL NOTES
1. Property line and right—of—way monuments shall not be disturbed
by construction. If disturbed, they shall be reset to their
original locations at the Contractors expense by a Registered
Land Surveyor.
2. Proof Roll Building and all palcing areas. Notify AutoZone Inc. of
any unacceptable areas.
3. Buil ing dimensions shown an the CM Engineering Plans are for
reference purposes only, Contractor shall use the Architectural
and Structural Plans for exact Building dimensions.
4. AN site dimensions are referenced to the face of curbs or edge
of paving unless otherwise noted
5. All sidewalks, curb and gutter, street paving, curb cuts, driveway
approaches, handicap ramps, etc, constructed outside the
property line in the right—of—way shall conform to all municipal
and/or State specification and requirements
6. AN disturbance incurred to any adjoining property due to
construction or demdr6on shall be restored to the previous
condition or better, and to the satisfaction of the City or State
Authority.
7. The Contractor shol prodde As —Bunk records of all construction
(including underground utilities) to AutoZone Inc. at the end of
construction.
76
\ RY \ \
\ 6
�(/� [may
7wy ♦ \
FRAMETW s` \ SOUND BANKING COMPANY / e • . ' RI V \ \ \
\ PlDB 138817P�6r8aoa
\ t :� 5 '' / Power1 \ O
\ ►'' }, can's / R5 Meter.
oo
0----no ----no ��ro
PARKING INFORMATION
ITEM
REQUIREMENTS
PROVIDED
BUILDING SIZE
MAX 25.000 SF
7,381 SF
PARKING REQUIRED
SPACES = 37
(1 SPACE/2006F GROSS FLOOR AREA)
38 SPACES
MIN. PARKING DIM.
10 FT x 20 FT
10 FT x 20 FT
MIN. DRIVEWAY WIDTH
24 FT
25 FT
HANDICAP SPACES
2 SPACE
2 SPACES
LOADING SPACE
1 REQUIRED
1 SPACE (12'x&O
BICYCLE SPACES
NONE
NONE
REFERENCE IS MADE TO THE TOWN OF CEDAR POINT ZONING ORDINANCE
BULK AREA REQUIREMENTS
LOCATION: NC IIGHWAY 24 ^
CEDAR POINT NORTH CAROUNA
ZONE: B-1 (BUSINESS DISTRICT)
USE RETAIN. AUTO PARTS SALES
PIN V. 537411764068000 & 537411762196000
ITEM
REQUIREMENTS
PROVIDED
MINIMUM LOT AREA
15,000 SF
115,855 SF (2.66AC)
MINIMUM LOT FRONTAGE
80 FT
313 FT +
MINIMUM FRONT SETBACK
40 FT, 15FT FROM SIDE ROAD
87 Fr +
MINIMUM SIDE SETBACK
10 Fr
88 Fr +
MINIMUM REAR SETBACK
20 Fr
110 FT +
MAXIMUM BUILDING HEIGHT
NUMBER OF STORIES
40 FT
19 FT
1 STORY
SIGN SETBACK
10 FT
10 Fr
WATERSHED
WHITE OAK
REFERENCE IS MADE TO THE TOWN OF CEDAR POINT ZONING ORDINANCE
JOHN & PATRICIA KONARSKI ` \
PIN: 537411761084000 0♦
DB 1I 258 15
R— r5 zoNlvrnG \
0
a
0
0
\ `
0 NCDOT PAVEMENT \
SECTION WITHIN R/W
° 1O'x7O' SIGHT
TRIANGLE
°
/ MATCH EXISTING
SIDEWALK
°a
0 �d
r � �
�° / MATCH EXISTING
�0 CURB & GUTTER
ACCESSIBLE RAMP `
14 /
/
Nd
1 ACCESSIBLE RAMP 14 �� �`
/
/ 0�
Stop I
Building & Paving
OConcrete curb — see details 1 & 2/ C1.A
OConcrete paving — see detail 4/C1.A. Expansion
and Control joints — see details 21 & 22/C1 A
Maximum spacing for Control joints is 15'-0" o.c. each
way.
O Asphalt paving — see detail 5/C1.A
G.C. to provide alternate bid for concrete paving
® Handicap parking area — see details 6 & 7/C1 A
Q Handicap parking sign — see detail 12/C1.A
© Pipe guard — see details 14, 15 & 16/C1.A
OConcrete light pole base — see detail 13/C1.A. Locate
3'-0" from back of curb or sidewalk to center of base.
Aim light fixture in direction as indicated.
®Concrete sidewalk — see detail 19 & 20/C1.A for
sidewalks around building.
ODumpster layout — 6' wood w/ gates -- see details 8, 9,
10&11/C1.A
10 6'-0" long concrete wheel stop, pinned to pavement —
see detail 17/C1.A. Locate 2'-6" from face of curb or
sidewalk.
11 Monument Sign — 4' x 17' x 20' hgt. See signage
drawings (Under separate permit)
12 4" wide parking stripe pointed white (typ.)
13 4" wide diagonal stripes painted white ® 2 ft. o.c.
t4 Concrete handicap ramp — maximum slope 1:12 (8.337.)
(per A.D.A. requirements). Maximum cross slope 1:50
(2.00%)
15 New landscape area — provide sod and 3" topsoil — see
sheet 1-1.0 for additional information
16 Slope grade from back of curb down to match the
existing grade ®property line.
t7 Connect building down spouts to storm drainage system
18 5' x 5' concrete pad
19 Slope end of curb 4:1
20 Stop Sign — see detail 26/C1.A
2t Pavement markings — see detail 25 & 26/C1.A
22 New curb cut & approach per local codes & specs.
23 New concrete curb & gutter to meet all local & state
D.O.T. requirements
24 New sidewalk to meet all local & state D.O.T.
requirements
I
25 Remove existing curb, gutter, pavement, sidewalk and
back fill per local & state D.O.T. requirements
WE
7
MATCH EXISTING
CURB do GUTTER # /
je
°�' / 5' CONCRETE
/ SIDEWALK
D�GR� / Found Concrete Monument \� 10 x7V SIGHT i (G R �.t] 8ENCHMARK 0 10 20
qL TRIANGLE Qn _ N= I n5.4Ro_ 122m I I I
2Fi VALLEY
GUTTER
'--ACCESSIBLE RAMP
PER NCDOT STD. 848.D5
E=785m690.641m m—
Vivo, ��� 27,545' NAVD88
MATCH EXISTING/�� / per OPUS Z GRAPHIC SCALE: 1 PO — 2D FEET
CURB & GUTTER
V-
MATCH EXISTING
SIDEWALK COOto
ACCESSIBLE RAMP C bbC
PER NCDOT STD. 848.05
`DRVEWAY PER
NCDOT STD. 848.02
ANNE RNKE
PIN: 537412755657000
08 1125, PG 495
y1 8-1 ZONING
SIGN LEGEND
LEGEND
QTY.
2
°
2
TRIANGLE
SITE DESIGN
CONSULTANT:
TRIANGLE SITE DESIGN, PLLC
4006 BARRETT DR, STE 203
RALEIGH, NC 27609
[phone]
LICENSE JP-0619
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OWNER/DEVELOPER:
AUTOZONE DEVELOPMENT CORP.
ATTN. WADE DAMS
123 S. FRONT STREET
3RD FLOOR
MEMPHIS, TN 38103-2107
PHONE: [phone]
FAX: [phone]
wade.davis0autozone.com
For Nddntg & Cat =tor ktformo6on Cwtwt
F.W. Dodge Plan Room Tel: [phone]
REMSIONS:
10129112 REVISED PER MWW
RENEW
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: ME.
DATE: SEPTEMBER 13, 2012
JOB NUMBER: 010032
1111lil
SITE PLAN
SHEET NUMBER:
C1.0
jT - r ~' r ; -• l i r ."`
lirti ,�r, r ,�. ,+ -i !� ,. rlr �_{� r."41 r ",`. •:::, i'��;1 ;ti i.�'���i �fl f ;ir. I:rt ,

Found 1-1 / / N � _ \ 1
Concrete j _ - / - - JOH" PATRr 6*- RSKI - - - -� GRADING NOTES:
Monument l - - 146. l5' / I Found �' PIN: Wj' 761084000 \ _ DRIIEIY� 1. RffER m THE SITE PUN FOR RELATED NOTES.
� - - ^` -" S 8T33'02" E / Concrete \ DB 1333, PG 258 / SAND INFILTRATION / 1 �\-
2. ALL CONTOURS AND SPOT ELEVVIONS REFLECT FISHED GWIOES.
R-15 ZONING BASIN / 1 4 \
� � Monument ,
8T34� �213 3�.,E l '- -� u , MAINTAIN POSITIVE BEFORE YW N 3 �� ELEVATIONS ARE N REFERENCE TO THE 6E11ClTMIA% AND THIS MUST BE 4ERFED BY THE GENERAL CONTRAG R T�RIOR TO GROUND
pp �-- ---- STO P
.ITT .3a0 - off' , -" 1 1 t . , . . . . . -
�` Ma�um nt \ / CALL 1 8W 63: 494s 4. THE CONTRACTOR SHALL N MEDATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ALTUAAL FELD CONDITIONS AND
N.C. ONE CALL CEN`U CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
LIAIIrS OF � � IT'S THE LAW
- - / , - ! - ` - - -♦ / / UH IT III & THE CONTRACTOR SKI TE RESPONSIBLE FOR LOCATING AND PROTECTING OEM UTLRES. AND ML FIPAIt ALL QAMACE 10 DWNG
\ uwnES THAT OCCUR DURING 0ONN5IRUG'71014.
\ �y 6 THE CONTRACTOR SIV L BLEND NEW EARTMMORK SMOOTHLY 70 TRANSITION 9ACI( TO Dow GRADE
FES INV=22.0\\ \ #MTCH EXISTING , 7. LIMITS of CLEARING SHOWN ON GRAM PLAN ARE BASED UPON THE APPR XVATE CUT AND FILL SLOPE LJMFM OR OTHER cT�ADNG
/ \ \ PAVEMENT ELEVATION , REIS
1 (') \ r \ & THE PROPOSED CONTOURS SHOWN N OWES AND PAIRING LOTS AND SDBKXS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER
\ TO PAVFUM CROSS SECTION DATA TO ESTABLISH CORRECT SUB -BASE OR AGWATE BASE COURSE ELEVATIONS TO BE CaApLEMI) UNDER
\\ \ TIf15 CONTRAG'f.
25.7(TC) \ \ 9. TW CONTRACTOR NEW OR TRACING SHALL
E LW POSITK OR SLEET DRAINAGE
SO THAT RUNOFF WILL DRAIN BYMMIY FLOW ACROSS NONPAVEMENT AWASS TO
i
25s(TP) \ Know whafs b@lOw. 10 ANY GWADNG, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PUN, IS SUBJECT TO A FINE
254(TP) \ d Cali ref d
�rrs of
J/ aSTURBANCE1000,
J
l-�-�
115,855 SFt r \ 26.5(GT) /
2.6597 Act J /
LIMITS
FLOOD NOTE:
I
/ \ GRADING
\ ore you
g. 11. GRAG MTHAN ONE ACRE WITHOUT AN APPROVENTROL D EROSION COPLAN IS SUBECT TO A FOE
60'-15'RCP
FES
\
- - 12. STABILIZATION IS TIE: BEST FORM OF OWNCONTROL. TEHMPORARY SEEDING IS NECESSARY TO ACHEVE EROSION CONTROL ON CENTRED
- l INV=21.7 �' \ / ®01 '" , 1v AREAS AND ESPECIALLY WHEN THE CONSTRUCTION SEMEN E REQUIRES IT.
\ \ \ \ \ 11 ALL DISRIRBED AREAS ARE TO BE SMO OR LANDSCAPED WITHIN 14 DAYS OF COMPLETION OF GRADINIG.
It DoM GRADES, CONTOURS, UTINAE4 AND OTHER DOW FEATURES FROM SURREY BY JM dW F. GRAN, PLS. LAND SURVEYORS.
\ \ ` 26.0(TC) \ \ 15• THE CONTRACTOR SHALL PMUOE N THE CONTRACT PRICE ANY DE-07MM NECESSARY TO CONSTRUCT TW PROJECT As SHOWN ON THE
25.0(GT) 25.5(TP) \ PLANS.
\ r \ 16. THE CONTRACTOR IS FE57OISIBLE FOR THE DESIGN AND IPLEMMATION OF ALL SLEETING, SHORING, BRACING AND SPECIAL, Dr MTION
J �1 26.5(TC) \ / MEASURES REWIRED TO MEET OSPA FEDERAL, STATE AND LOCAL MUMS PURSUANT TO THE INSTALLATION OF THE WORK INMTED
y ` 26. TP \ ON THESE DRAWINGS. THE DESIGN ENGOEfiR ACCEPTS NO RE5POFSIBLJIY FOR THE DESIGN(S) TO NSTALL SAID ITEMS-
0 0.59% 6.3(TC) \♦ \ 17. THE CONTRACTOR SHALL REFER TO THE ARCHITE RIRAL PUNS FOR EXACT LOCATION, ELESNION, AND DIMENSIONS OF TOT DOORS, RIALPS,
� (WATER-I1GHT)- 25.8(TP) / 3 BUMLDIND DINME1I5gN5, AID EXACT BULDINIG UTNm ©ITWWCE LOCATIONS.
MATCH EXISTING A ALL FILL NNTERIAS, DEW BUILDNIG FOUNDATIONS, PAVEMENT AND URN STRUCTURES, TOPSOIL AND ANY OTHER OELEMWUS
/ ' _ 26.3(TC) \ / \ PAVEMENT ELEVATION MAATERALS SHALL BE COMPLETELY FWD FROM WHIM THE BE41M ZONE BELOW THE SnW7URE
26.7(TS) / 25.8(TP) _ -- \ f,
r ` \ 1 \ �• 19. TO MUSTBEL RERE EXCAVATION ALL I SHAII VBR48LELE Rkl10VEM BACMLED AND COIP� ACID AS REQUIRED BYMME WHETHER ��
2fi.7(TC) 26.2(TP) 25.6(7P) 26.4(TC) \ I
9(TP) MAINTAIN POSITIVE GEUMCHNICA REPREAEITATNE.
25.\ �
\ DRAINAGE 20. ALL CUT OR FILL SINES SHALL BE 1-1 OR FLATIER UNLESS OHIERWISE KADIED OR DEPICTED.
INLET \ \ �i ROSS L DOHLEN 21. TI{t_ CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS As WUEDD N THE GENGK HP.D -S PUMA FOR SON UNUER
% 1 000 / RIM=25.2 \� 2616(TC) \ PIN, 53741276615JO00 WMARGE ASSOCATED WITH G1DN5TRUC m ACTNRES.
1 \ -✓ / , / I INV=22.15 ° / 26.1(TP) Ds 1068, PG 118
f `/ T / ` , • / Ica ♦ / \ \\ \ 8-1 ZONING 22 CONTRACTOR SMALL ADJUST AND/OR CUT EXISTING PA WIT As NECESSARY TO ASSURE A S WM FIT AND COCONTINUOUSGRADE. .00 �,
♦ 000 /
SOUND UANKING COMPAlk ♦ r
PIN: 5374117621960001 r J
J � � 08 1388, PG 111 I r r r 711 mod'
I �
SEPTIC FIELD 26.3(GR)
- 1 j & REPAIR AREA \
/ it )
MU NII Mff M MV ZW X (AV& W TRITER IV
W aff" of,wIG1L amw &MtMN) AS
Mw ar mw Mr SW A"
cam"" SHAFT MIW ,T78xIA x BMW
ApIBm 4 = ow m1ES SLeW )v amw
BY two
WETLAND NOTE:
THEE ALE NO MEAAMM AID/OR SWAM
fT7ATUAES ON THE fR0P06ED PARCEL
6• 3'-0• 6-
3' RAD.
'•S 6 12-
COMPACTED SUBGRADE
•NOTE: 1. ALL CONCRETE TO BE 3.600 PSI N 28 DAYS.
1 CONCRETE FLUME
C 1.1 N.T.S.
CA \ 26.7 C \- ` 23 CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE MY FROM BUILDING'S FOR ALL NATURAL AND PAVED AREAS.
/ 26.8(TP) N ��s \ 26.2(TP) \ 1 24. ALL UN -SURFACED AREAS DIStU REED BY GRADING OPERATION SHALL REEVE 4 INCHES OF TOP50L CONTRACTOR SHALL APPLY
26.0) � \ \ �/ STABILIZATION FABRIC TO ALL SLOPES 3IE1V OR STEET%
2s.$(T5) 26.o(TC - \ �`�1 7� / / 25. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERTM CODES AND BE CONSTRUCTED TO SATE.
26.56(TS) z 25.5(TP) �� \ NS \ �/
26.06(TP) 26.2(TC)
25.7(TP)
\ 25.a(TP)
BLDG. AREA = 7,316 / ' / L �\ t p\\ \\ WKWAY\
PARKING SPACE��S��- 38 � � 25.6 �) � � 2s.4(Tc) \ \
FINISH FLOOR Env. = 26.8 / V \ ` 25.9(TP)
' 26.55(TS) / \� o
h 26I05(TP) A A 15"FI \ \\ \
� 0 2x �
8 ROOF DRAIN j \ (WATER -TIGHT) ` \ \ ��► \
, \2\6.0(TP) a DROP I O'� .STORM CLEANOUT RIM=25.2j6r_ ` 25.8P) \
INV=22.3 \ \
♦ i - - / 26.5(75) 1 \ \
26.f5(TP) � ' 26.3(TS)
25.8(TP) 26.6(TC) \ \ \ a
J _ f 26.8(T5) / ,� \ 26.1(1P)
rMNti sr+aRr � _ _ /' SOUND BAAIKrnItcOAtPANY / 26.55(TS) 2s.1s(>P)` _ _ / �' I \ 1 \ \
MINE OWEILLAG �► / 26.15(TP) ` 26.8(TC) \ \ °
l t / PIN: 5JY 1764068000 78-12"HDPE
tt
Ds 388, PG 1I1 0 0.5% ' 26.55(TS) / / • • - ` �\ 1\ 26.3(TP) \\ \
1z (WATER -TIGHT) 1 _Z/
26.45(TC) Lti \
25.95(TP) Por\
Meter
�.
IMPERVIOUS AREA
SUMMARY
TOTAL S11F AREA -
115,848 SF
(10 AC)
AEI' caMSTRucnw
PROPOSED 6UALDW
7,315 SF
PROPOSED SVEINLK -
Pffl%SM NEW ROOM -
1,01 SF
24.50 SF
TOTAL AEI' 1PERN000S AM -
33,778 SF
(any AC) PFACF1VfW : 29.X
TOTAL AEV OM AM =
82n07D SF
(1.W4 AC) PO C ENPIGE + 7D.8W
NET INVCI06LSE INV MVM4 W AM -
AM SF
(a M AC)
/ - - 26.3(GR) 'L 26.3(TC)
- o�� J � i' Y � 0 '0..2;G DPE 25.8(TP)
- o i STORM CLEANOUT / (WATER -TIGHT) 70'-15"HDPE 26.5 C)
/ ^° �--no Q o � RIM=2fi.5 0 0.2% 26.0(TP s
0 10 20
PHIC SCALE: 1 NCH = 2D FEET
/ ~{10 ��qS i INv=22.5s ♦ (WATER -TINT) , Cos valve
25.4M) `� ' RIMS --25 2ET 27.) 0 1 �`� r�
"-��S�J � / LEGEND:
- sAgn l
♦ i LIMITS OF /
DISTURBANCE INV= 44 ,� , �'C �� Ts....... LOP of SIDEWALK
. / 98'-12NDPE 9 / / �� , / TC.......... TOP OF CURB
� \\ ! 0.2X -� /��'� �/ice
GT.......... GUTTER FLOW LINE
1 25.6(TP) r r \ 25.75(W) (WATER -TIGHT) i �` r �� / TP.......... TOP OF PAVEIAtEHT
J 1 r ) 25.3(�) /' / /^/ / MATCH TW.......... TOP OF WALL
/
♦ 0 1 _ - ` / / r r \ �� / EXISTING BW......... 90TTOM OF WALL
r (N.......... CATt�i 13ASN
26. 25.7 / M 5Y .{RRATE INLET
\ Ji �)' ♦ 6 �') � 26.4(TP} GL.........
/� s va pt�GR�
\ r ♦ MATCH / / j i FES.......... FLARED END SECTION
r 133�0 W � i / / EXISTING / / / A ........ ._..YARD INLET
JOIN do PATRICUA KONARSKI - 001♦
PIN: 537411761084000
/ / i / GR.......... GROUND
/ FLOW DIRECTION ARROW
08 1333, PIG 258 ' � -1 26.5(TP) r r � / c.j 9ti 25.9(1P) S � 1% / � i / LIMITS OF / / / / �
it \
R-15 ZONING /- r r ���� / �/ / DISTURBANCE / / /
c7� r - 27.0(TS) N vne / / / / I( u
DROP INLET 26.5(TP) - �, / DRAINAGE NOTES:
. RIM=25.2 /i i 6� / 1. A MINIMUM GRADE OF 0.50 % SFy1LL BE MAINTAINED ON ALL PEES, UNLESS OTHERCWSE NOTED
\ \ / INV=22.63 6) y 2. PPE LENGTHS NO SLOPES WA10 ON THE PLANTS ARE APPROIOMAM ONLY.
\ ♦ 26.0(TP) \ 25.6(TP) , / ,- / �/ % / / �p / .3. UNDERGROUND UIIIIY LINES STALL BE INSTATED N (ACCORDANCE WITN THE FOLLOWING STADMAfDS N ADDITION TO 07M APPLICABLE
♦ / t / / CRITEi -
� 26. C � / / -- - `� �' �,/ / / / / //j / A N4 MORE TENT 500 lF OF TTEHCIi MAY BE OPENED AT ONE TIP.
` 26.15(GT) / / / j / / / /ii CB. FRRW WMATIED MATERIAL
M1�ERNGG OPBE E110N5_Sk1� � OR PASSED THROUGH NI APPRM D SLDNENT TRAPPING DEWY, OR
O AFFECT FLOWING STREAMS OR OFF -SITE PW9W.
27.3(TC) I / /%� i % / /i // / BOTH,
MATERIAL 60-FILLING RETRENCHES SHALL BE PROPERLNar Y COMPACTED IN ORDER lO WIRE 00" No PROMOTE
26.8(TP) 27.1(TP) �� /� % / / /�� ATABLIZATION.
/ ♦ .o-I / j i / / /i i� F LY RE ARAL9 LBE ACCOMPLISHED AC OOMVICE WRH THE EROSION A D SEDIMENT COIIROL REGULATKW
O /� r�/ i //i
4. GT[2i BASINS, AWNfOIE$, FAMIES, GRATIS, ETC. SWILL MEET THE REQIIIif]A>EIiIS OF THE LATEST l]IIT10N OF THE NORIIf CAROLNYI
MATCH / ! /� SYD`� OEFWMW OF TRANSPORTATION SWIDARD DRAWINGS. REFETENCE THE FOLLOWING STARDNM DUNS:
EXISTING paG� So 02 - CONCRETE CATCH BASIN 840.03 - FWME, GRATES, AND HOOD FOR CATCH IiASNS
a � // G 840.04 - CONCRETE OPEN MOT CATCH BAASIN 840.14 - CONCFEM DROP INLET
/ / 5 $40.16 - CROP N!J FRAME AND GRATES 840.31 - CONCIREM JUNCTION BOX
r 27.4(TS) / �O // / 840.35 - TRAFFIC NEWNG GRATED DROP INLET 840.45 - PRECAST DRAYAGE STRUCRNE
840.52 -- PRECAST BRINDLE BMW - PRECAST CONCRETE ENI MALL
27.1(TP) 26.9(TP) 0
4 5 N1 PIPES SHRILL BE LAID Of SBRAK;HT ALIC+NNENIS AND EVEN GWIDE, USING A PPE LASER OR OTHER ACCINtIIE METHOD.
♦ 26.4(TP) .r1 / 8 STORY PPE MU BE AS I" UNLESS OTHERWISE NOTED:
TRPE 1: RCP. (LASS N PER ASTM C-76, WITH FLJ]IBLE PLASTIC BL1U MEN GASKETS AT JOINTS.
TYPE 2 HIGH DDW POLWVAIX PIPE NNINULARD RIORM ONLY PERIINIM WHEN SP�ECEI�IYIYY WMIEDD ONINIFE�00l�UCI�ION O�WINNQ,SS.. PIPE � BE
s � //i / / Mom/
J/ /y �+ �0 � / INRSFALLED w ACCOrRUM10E WT1if PPE WNNIFA�CIURER'S INSTALLATION GUDE.NES. PPE JOINTS AND FITINIGS sMIN.I LE 1NNIERTIGNR
o ° / / / G / /, // / 7. ALL STORM DRAINAGE WTHN 11E PUBLIC POW SHALL BE CLASS ■ RaWORCED CONCRETE PPE UNLESS OMIE MSE NIOTED.
I \ o�-Y'V
\ / � • 10 & EOCISTNG DRAINAGE 5TRUC1CAI5 TO DE INSPECTED AND REPAINTED AS NEEIS, AND DOM PIPES 70 LE CEWED LOUT TO REM010E SLT AND
1 0��%`�
o / i �i / 26.9(TS)
MATCH
�° / EXISTTI
i
�O
�a
�0
ANNE FBNKE
PIN: 537412755657000
/ D8 1125, PG 495
�� 6-1 ZONING
DEBRIS.
9. F ANY D05 W STRUCTURES TO REMAIN! ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE OONTWAC10R5 HSPONSBLITY TO RUM
AND/OR REPLACE THE E)05TIN1G STRUCTURE AS NNEIMARY TO RETURN IT TO EXISTING COAX IONS OR BETTER.
10. ALL STORM PPE ENTERING McRfin SHALL BE GROUTED TO ASSURE CONNECTDN AT STRUCTURE IS NNTERIIGHT.
11. PRL7CW MICIIKS MAYBE USED AT CONTRACTORS OPTION.
12• ALL STORM SEWER MA TOLES N PAVED AREAS REAL BE RLISHI WITH PA WIT, AND SHALL WE TRAFFIC BEARING RING & COVERS.
MAN HOLES N UNPAVED AREAS SHALL BE 6• ABOVE FLASH GRADE LIDS SNAIL BE LABELED �1ORMI SEWER".
13. STRUCTURE TOP ELEVATIONS SIHOMM HERE ARE APPRO wTE CONTRACTOR SHALI ADJUST AS NECESSARYf_
14. RIM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW LIE
TRIANGLE
® SITE DESIGN
CONSULTANT:
TRIANGLE SITE DESIGN, PLLC
4006 BARRETT DR, STE 203
RALEIGH, NC 27609
[phone]
UCENSE JP-0619
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OWNER/DEVELOPER:
AUTOZONE DEVELOPMENT CORP.
ATTN. WADE DAMS
123 S. FRONT STREET
3RD FLOOR
MEMPHIS, TN 38103--2107
PHONE: [phone]
FAX: [phone]
wade.daVlsaautoZone.com
For MUM k Cakoctor kftma6m Calbmt
FA Dodge Plan Room Tel: [phone]
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: SEPTEMBER 13, 2012
JOB NUMBER: 010032
TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
-
u I e 5'r. i ,'r C'.t ;5: il.•�� .•{ F .'4�� ,+.�•M��� ''Ft .'t11 a• M u

Found l IZ / / / \ /
ConcreteI '
Monument I _ _ J 146.15 ' / / - / JOPIN. PAT (761034 RSKf J
S 87.33'02" E I Found / PIN: S`IJ3 ,1'7 G 25800
/ j Concrete � � D8 1333, PG 258 � TREE
/ I Monument j R-15 ZONING 21346'" PROTECTION
�� AAAI♦ ..o»� m»>t �� �� �..��� S 8T3��E FENCE
/ \ r �AAA>r e111 �
TEMPORARY
SILT FENCE 4
\ / OUTLET TREEPROTECTION \ /
ciEITPMVVC
OT FENCE
/
L EROSION CONTROL NOTES:
\ ` '1 OWN f L10 %) H B W SS CFMMEL LINING 1. WK AFFA DURNED - IA ACRES
momw
1.6 0's
aff
1.0'
20'
go'
2'1
s 11 fu
�
1.6 Cfs
QIS.r
1.0'
20'
10'
V
sm � fu
1.5 CFs
Qs
1.0'
20,
fi0'
x1
smw WN &T
Ow "AMG
OT475
TOTAL SITE AREA • 166 ACES
SOL TYPE - WMNDO
2 UI.ESS OHIOM NOCAED, ALL VEGE ME AD STUN,TUAL EROSION AD SEDIMENT ONIROL MMNES SHILL BE OOIISIRICIFA AID MOM N
ACCORDANCE OR 1HE MMMUNW SUMDA DS AD SWIOUM OF THE NCBONt ERDSIOI NO SiDMMNT COMA HANDBOOK
3. 7HE CONTRACTOR SHALL NSULL AND NUNDW THROIfG1W WEE PRrJIIEZT C0N6TNN,TWN ALL EROSION C NNIOL MEASURES SHNONN NTW THESE PRAMS
N ACCORDANCE NN APPl1CA1RE NORTH CARDINA Do" AND SiDUENT CONTROL. REIN AIM
1
r AAAAI #
1Eoun
Llpnc"Ite \
,
\
\
4
CONSiRUCBON WORK SAL BE IN COMPLIANCE NiHF EDILVION5 OF THE NAROW POILYW DI9CH0fK EIANNION Sf51EN (NPOESS) SION ISM
GFJERAI BER U.
MTun*nt
\ /
BMW OWROL MAT SAL BE AS
-
RIP -RAP APRON 2
NOTED BELOW OR APPROVED EEQUML.
5.
EROSION AND SEDIMENT CONTROL MFOM ARETD BE PLACED PRIOR 10 CLEAIOIG AO/OR LAND OWURSA ICE
-TEMPORARY
/
SILT FENCE-
1
REFER TO SHEET CIA
/
D(N30 LINING M W
a
A COPY OF 1HE APPROVED E71051ON AHD SEDIMENT CONfADI PLAN AND POW SINLL BE MANNIED ON THE STE A ALL TIME
OUTLET
♦
\ FOR CONSTRUCTION
TOP OF OTCII E7TDD LINING 10
TW � INnaI
7.
THE CONTRACTOR SMALL DLI69ER.Y AD OOIOTMIO MY MwDWN ALLETIOSION COMITDL DEVICE AD STM ICURE5 ,10 MOM BMW THE
\\ REQUIREMENTS
I%
� �W IOW CLOSE � ACT WITH TEE NL9E1/i Eii M CONTROL NSTECEDR 90 TINT PERIODIC INSPW 6 CAN ff PERFORMED ff
\
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$
MUST E GGOMM NE NECTFD PPROPERA TIERS. A BIASED EE NIDWN6 SNOW HE
\
PMOR 10 ANY OFF -SHE GRAVING. CONTACT PROTECT MM NO PROJECT 000 0 CONTOL NSPW= TO BMW ADOFIDNAL EROSION CO M
C-
/
` \
\
RIP -RAP AM41
�---� B -�
MESSMES ARE NIFD SCNPRIOR TO OFF -SIZE AAADIa
' TO SHEET C1.4
t
PRIOR 10 OMIDKM LAND dsTRHBNG ACINM N AREASORER THAN NOW ON THESE PLANS ('ta DNG, Bur NOT Wn TO OFF-91E
QORROR OR NRSIE AREAS, Sri1W OR STORAGE ANEA61 1HE CONTRACTOR BALL PROW ND SIRMT A SUPPIEIEII1W EROSION CONTROL PUN 70
\
FOR CONSTRUCTION
nmraw RMIM HER DATA
THE OVER FOR RENEW AND TO NCOM FOR APP OL. OONiRACIOt SNAIL PAY ALL FEES REINS S AiD SHALLL, INSTALL 16CESSARY MEASURES Ar
REQUIREMENTS
110 SEPAIM PAYMENT. 1HE OMORACWOR SHALL PRWDE THE ONIER AND THE ENGINEER COPY OF THE AMENDED Pf iff
\ �
�
REFER TO SHEET C1.4 FOR TEMPORARY DITCH DEUL
\ yy
10-
E1MD51' MID SEDIMENT CONTROL REMEDIES SHALL, BE MANOMNED OONIMRQMY, RFLOOAID NEN AND AS NECESSARY, NO SHALL BE CHI3X D
A
SKIMMER DEVICE -DRAIN _ AFTER BEM RARFAOWED SEEDED AREAS SHALL BE ED REOU1NLWNi Y AND SHALL BE EFED. PEAR M NE-EEDD MR� NETIrSSIIRY AD AS
� � \ � \
1 - TO NATURAL GRADE \ d z TO O IM A MW SEND OF 6WM
0 10 20 11. SYSILM BON S THE BEST ROAN OF DOM CONTROL ALL D57URBD AREAS WEIGH ARE NOT ODO MISS SOBi11ED SMALL BE TOP SOLID AND
SEEDED, 70FM RILY OR PERWAI QLY N ACCORDANCE NTH THE NCDENR SEDIMENT CONTROL RBXLQROLS. PERMANENT SEEM AID GRASS
SKIMMER BASIN NO ACCUPDOX
REFER TO SHEET C1.4 I?- WHEN AA MOD SOOISBMX10N ENTM NCE BEEN OOYM WIN SOIL OR HAS BEEN ROO PTO THE SOL BY 00NIS1RUCIOM TRAFFIC. W
/ � r � I \ \
/ • FOR DIMENSIONS AND ,Ck \ O \ \ SCALE SU DE RRRACED WH A DEPTH OF STONE WK TO 1HW OF THE CANINAL A RICAIM
C,Z ` CONSTRUCTIONM- TEMPORARY C" \ 1 INCH = 20 FEET 11 iE PCRNRY C#I a OOISTRUCTON ENTRANCE SHALL DE RUNS AT ALL CWRXTON SD�GMT: MINA ENTtl M NOE ALL CORSRAUCTON Af=
/ / / ♦ REQUIREMENTS
ENTS SILT FENCE r \ NDiABO6 NW NO�PIIED AEA 5iE N1CIk5 CF S1tRf SALL E llSiD FOR TEE lE1PORALRY GWMEL 00167MICigN FNIIWNCE
14. AL DRAINAGE INEiS SAL E PROTECTED FROM SILLUDN. RFiFB M PROIECIIONI oEvlCP SIMLL BE NIHEW&Y RE UM AD THE RLET CLEARER
RI SHNG 5 NOT AN AOCiPT W NEW OF MOOR
iEMPORARY �
SILT FENCEENNC
TREE g -
/ PROTECTION /f
FENCE
\ i
115,855 5Ff / ^ ~\ \ TE F + '�' 0
I \ 2.6597 ACt f OUTLET
l i x I 000/
.00
BASIN NOTES: 1 ' -
9KW s am (IN 3 GAYS'M ORARL 11 \_ ` / <
BASIN NO OMEERSONS SAL E SEEDED ML CIO 10 I ' owl . /
JNOROIDIUN D AND PINNED LLPOI RSKLAiIM OF MFIASIES ♦ ' 4 /
SOUND BAKING COMPA� ♦ � / 0
EROSION CONTROL NOTES: r PIN: 537411762196000E
r ♦ \ SEDIMENT
VOLUME I& SEDIMENT BASINS AM TRAPS, PEIMIER DRdrS, 90 EIR BAIUIER5 AD OTHER IEASIRES RIIERDED 10 TRIP SiDNEINT BALL E OON NWIED AS A
\ FIST SEEP NARY UOD••OISRMM A07MTY ND SHALL BE MADE FUNCTIONAL BEFORE 1!P-SLOPE LAD DISiURBMRCE TIMES PUCE.
BAFFLE OF 720CF TO BE PROVIDED
UPSTREAM OF INLET PROTECTION. 1a AREAS X FINAL�SMWAN OILMQON APPROVED C01ELET�E coNTROL ME11St!(E5 AT ALL 1fE.5 DtRO1C uw0 DISTURBING AICTMTis MD DARWG SITE
sc ' I i \ ` \ REFER TOIL ABC SHEET C1.4 17. MW DE-NMERN6 OPERAMN5, 1W= SEAL BE WRpRD MR) AN APPROVED RJEW6 TIERCE PAM TO DW MR6E 70 IISSM OUAEE
\
\ t i)
y 11L 7HE CONTRACOR SHALL INSPECT ALL ERNOSI' CONTROL IEJLSM PFAIONCMLY NO AFTER EACH RUNOF-PROOUCIIG EVENT. ANY NECESSARY RUM
OR CIMF TO YANUM THE EFfECIUAi1NES5 OF THE DOM CONTROL DBIICFS SHALL E MADE RREDMiFLY
1 CONSTRU ON SEQUENCE:
TEii(PORARY INLET _)3. 1. CWRAC10R SMALL MI E iW ALL U SSMRY PEAMIS FMYE BEEN RECEIVED NO 1HMU 1IM RLDI M 10 HE DEPLM OFH9FE ALE MAMIE
2. OMR M.'R>iR SHALL HOD A PIE-0011I911NC710M MEETNG Ar LEAST 48 HORS BEFOE 1HE ACM SONS OF 0OI51RID11001 Vs THE W ENO: OF THE
NSPECOR). CWDN.T NIDER NSPECIER AT 910-765-7215.
h- ` 1ri(PORARY TOSS L DOHLEN I ON1RACIOR SHALL, �'T ACAROLM ONE CAL AND Al ENNHES HNANG BURIEDVOUTES 9 LEAST 72 ADARRS PRER 70 DMIS OR M DRIED AT
THE PE-0OM511UICIIDN NEETNG.
SILT FENCE PIN: 537412766153000
OUTLET O 100 ^ 1\ \ DB 1068, PG 118 4 CONTRACTOR Mi WrALL 1EMPORARf OWINUCT1314 ENTWK8 ff EACH PONr OF ACCESS TO STORAGE AND 0016RWION ATA6.
/ �� ♦ \ \ \ 6-1 ZONING 5. MARL PHASE SOW AND OWN CONTROL MFASINES SEAL E INSTALLED N ACCORAICE INN PLANS RUM SWING WORK NCLWW SLT
\ FRNC7" INLET PROMMX"ER BAWL OIMON ETCHES, TREE PROTECTIM ETC,. CLEWM OILY AS NECESSA f RAM BE 16DWLOION OF
SPILLWAY NMI MW &SUM FORD - SDLBUIr EARTH WLWf3 AS REAL. AS &SN/IAEMD ROPES PRIOR TO 8WOM MW AR1lT1D OF iFE SOE
ALL DEFVEMON ESTRUS 6 TO GO TO AN APPROED LUNM OR AILU D FAMNY
DB 1388. PG III RRINULY OOMIs►ALACT IFE W&V FOR VE NAM AAD AAD iff AARAING A X W A r DrHWW M IRE D;HIAONHW 9A7fW BASK
LINNET TO DETAILEROSION
STEERS OL FUR CONISTRlIC110N STEALS of THE ` Igoo / / / / i \ / MAMNWMINNs SMANI AIER A :OFF IOMYID RE UK AWMS'1 RE 60CiAIN?Af aF IEINTAANRY DYRaNES As AMSABY 10 MAN RUNOFF ALMA RE
DEVELOPMENT ROE RNFJISAES To USED N THE I HIS SHE I �' REPAIR AREA \ / \ �5 / ORANGE SY5T W TO HE A]RAGINRI' S U R &TALL OAM REST ALIENS AFE 4P 10 Off AD SAL(i W ON COI CW& AINEME E AP
SILT FEN�E 271X751 WMWAX 1FE1M RE TEI�IAGrHW 9FI 0 SW OW IE AMEN® AAD RE MENOW�t OF RE PIAILARNG A M OW M ODIpLEIISIL
REFER TO SHEET ROA FOR TEMPORARY AD iERFONE3Nr SEEDING _ 1 _ \ 1 cow. / /' \ O a f \ ]0 / \ C0MIIHA W TO ARSE A]NRALMG AIM AIJAf,'EF1T TO RE PRLw10drD WEA W FOR W'-•UONK/SAIGRNC AWLS - MMFOLN MEW AIELS SO RLR
SMULES FOR PRl7MbRIG GROtRD COVER THE FOR THE _ _ \ ' + ° v SEDIMENT LAOE)it WNW ML BE L11LOW TO OiOLSDN CQMiROE H901 ES
TEMPORARY �` TEMPORARY _ \ \ CONARACWMI SMALL R'AX.IRE A &OM MAX AD LOG BOOK C M111MiIAAC RE #dFW R1wA RE00ROlS FOR RE SIM
SILT FENCE r , \ i i ' / / / / BLDG. AREA = 7,30 / CONSTRUCTION PROTECTION L � O \ / \ URT"AY \ & COTWICIOR SHALL DILI6MY AND CONIRINOISLY wMMiMN AL 00610N COTROL IEIATSS AND STIHCT TES.
VI BM MAP ^ ` °� PARKING SPACES'- 38 MATERIAL ~ � � 1 \ AL A'PLAMM EAS CONTROL LEAS1A S LIMO► BE MAWWWm ATM. AADIWANT M�fD11JrNM S ETAIEEl9EEDL
►1CLLEll 1 ldtlJ< ow"IDMMi&} \ / / /' 1 1 /' +/ /''' \ / / �!'� FINISH FLOOR EllV. = 26.8 / STORAGE AREA \� \ ° \\ �1 , / 7. STOWU RP -WW dl 91E MD NSGLL ALL OM fR SON CORIDL HFA9RE5 HNEAE THE WORT( Ls O=100M 1HE CO1ff = AWL NN
LIMITS OF F \ 0 \ , _ / � UMW OONM UP011" 1gMXW WHERE �OF RSPP9l W PERSONNEL WORI( AL NOT D= FOR COOIDI1016 WARRANT COMW M176lNES AMO BE
♦ / / / 1 / i / / • QG /� _ - / I RBANCE \\ \ / \ a AL DISRM AM SAWAL L E GROUND SDMWM BY THE COFIIWNCIOR ADCOIQNC TO THE CHAR ON THIS SLEET.
� � ♦ �I/� / / % � K � ` r � \ � \ 10. sF1iDIZE SRE AS AFEA6 ARE 1M0000E LP 10 FHiRSHED GRADE
INLET \ \ 1t. UPON 00101EIM OF THE NSrALUM AND WITH 1PPI MAL OF NCOOR ALL EI' S ' 1 CONTROL DEVICE. INCH M 1HE MFORARY SOWER OMEN,
9ALL E ROOD RO MD DEPOSED OF N AN AOCEPIAEE MAIM ALL ACCUIRLA7D SEDIMENT HIED SET FENCE AND OW SOWN IF TES
C \\ \ °
RARSAL E IE1NM MD 015POSD OF N INER A LANFUL M00 SON SAL E SEEDED UAW POS'WLE WE AFTER 16PU OI OF
PitOR TREE J f` /, TEMPORARY �I \ TEMPORARY � Q \ \ � ACCESS 00p SS RDRMTE WITH TIE EROSION CONTROL NeM1RI SPR PRIOR TO MOM OF E3T0SI0N CONTROL NF/49uRFs
PROTECTION / TEMPORARY DIVERSION ` DITCH #1 - ADJUST n SILT FENCE \ \ 1L ONCE GROUND COVER FiRNLY EMAEL15HE0. ALL TENFORRARt BMW CAROL LEAN S O SHALL BE IW WITH THE APPROAIIL OF MCDENR
v :; • j FENCE, DITCH f3 _ CONSTRUCT TO \ D "ge
10R
/ DIVERT RUNOFF AWAY FROM , '\
I r PROPOSED SEPTIC FIELD
SITE
/
TINn srarY /
/ soLIND 8ANKIW COMPANY
FH7AYE �� � � / PIN: 537 17640fi8000 �
EROSION CONTROL NARRATIVE: 't - _ _ _ DR-T�, PG III
OONRACIOR WUL Fi49F IMI THE C0N6TRIICTON EETRNKr'E THE OMINNACIOR SALL THEN MCBM OM 571E
No sau iiE IEIEOTMRY BMW ODIM OEVICES INCLUDING SILT FENCE. NIET PRE TION, me
EHASIL NO 00 DEVICES N AOOONDANCE NN THE HALTS (CLFLMWs OILY A6 ICY TO NSIML THESE
IfEILSi 1 DEIDLl110M, CIiAAN6 ND SHE CRAM OIMOFIS. SDM 20101E OF EARNER Si WIU1 i5 IS
i�I�Ep YEDRITFiif AF1FR Ii50M1A11ON. THE 01-SITE S10RM 9EE1t SIM CAN NOW E OMM 1 /
NEONO Y METER AN NET 6 INSTALLED, NIT PIOTM SHALL E FTIBERLY INMAL D ON THE: S1IREME , _ / LIMITS OF -�
TIE 01-SWIM SA IDNY SOM At 1r= SYSIEILS MAY ALM E NSAMLD ONCE THE SIE 6 SOW W LIP 10 -
WOE. THE 511E PAD VAL E PREPARED FOR THE PROP06D ENRONIG. THE ROUGH GRADE WILL iNEN 0E 0 / / � DISTURBANCE
ESTABLIM FOR BE SUE. /6711LUM OF ORB AND CURTER WILL BEN E PfPfDR1LD. ERASE S7M W WILL
THEN E PLACED AND F11E GRAOEO. ALL 05RNBD AAEAS WILE DREW AD SEEDED REMOVE ALL NIA
PROTECTION FROM STORM STRUCfU ES WHEN PAW S TO I INK PON AND s 10M ILL THEIR BE
OOIPLERL AL LAIDBCJi W ILL E 0OWPLETa THE OHSIE SMRM SLIVER SISiFIN BALL RE CLEANED OF / ~f1a �10 0 Q /
ANY AOOLURM SML99 WHIM SAIL BE OSPOSID OF N A UNRL WOW ALL AODAARgSEDIMENT T / -----no
EIOB SILT FENCE NO OTHER: SUM DEVICE SNALL E RBM0M131 MD DISPOSED OF N A LWR L MRIM
ACCgON610 7HE CIHOLND STAABILOAgN 11831E M O1 BLS SST, IBM ALL N E MMLOO SEDIMENT
OOIINOL MEASURES; FIN THE SITE. CONTRACTOR SAL ACCRETE 1HE LEICNE OF TIME E03WEEN WK HAND
DISIU BAKE AND FINAL %SENION SOBNIIAION OF THE SITE J
THE PROPOSED EIDSOII AND SEDNiE)Q OOTROL MEOW AM INTENDED 10 TRAP ANY SM1811NBR RUNOFF / �� / O / TREE
FROM 7HE CONSFWACTON SALE AID OETMI T I= 000 FOR SEDIQT AID POILLIDNIS 10 SETLE OUT OF / PROTECTION
THE SWAW1000 BEFORE DI9OARGE. MINORS EROSION CDIIINOL N IMTS NE USED W PROW / CONSTRUCTION FENCE
POLIuaIff-LA IL SF RNOTER RUNOFF FROM RR.OWWIG OM ATIAROW PROFU MM
SfABWATION TDOWRA11E
S)£ AREA AE5OW"
S7N61tQ Tltw
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71N15
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AID AAA AI9T S1iEPIFJP 1f/W x1, 14 Of)'S
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7 44W fW MAW 6W7B? SW 5ZT�T
SrAftS , 1 a?fUTIfR
14 1N15
N Lem
ALL 07W AAri'AS RUIN 24%Y
AVAE (CDPT 1W A901197BU MD
RA17DP 7AOIN 4.1
14 Ui75
MC' 2&AY
•
•
TEMPORARY
•
;YlSILT FM
PIN., 5J7411761084000
A: I J33, PG 258
2,
• OUTLET
�/ tit/. w,1
f�Ab
GROUND COVER REgUIREMENTS:
THE r -1' t', 171 1'1 1 1 . 5:' h r ]I ,�l/a/• ��a1 �I �Ia/ ���
]F hi 7R 1R 13' I]I :'�1:1 hl '. DEVICES1' 'M]. 1.7SLOPES LUT
ILL. ACCORDIS1 THE FOLLOWN h it
�1' 1'].•1 "1 71 1' j ' OR
-.
77 ^'1 h1 ]. I I 1. „ M • ..h7 1 ..). ' 'I; 1 1 ]''S1 . •1. to,z/
��•',, /��•
'77 11�1 ] "h '1 "•.� '1: 71
-. •l,
HI 1' ACCOMPLISHED ' I ::1 •t/ T •i.`'/a/�t/•
hCl'-I '1 '1 I h '1 1 COMPLETION l 1 .� M'1 '1- IS 7 1' �•��•�/_,I•J•I`-,'' /
NMt��! •;fit!' f,.
SF
>TI)--->TI--
TEIVORARY INLET
TEIN ORAR1f SILT FEIHCE
TEMP. DN RSHOFE INTCH
i
O I 1___00
�°
LOCATION AS NECESSARY TO � � \ c
MAINTAIN POSITIVEEC SSARY T 1 \ � \ \ 11 ALL OWN CONTROL MEOURES SHALL DE C01NS1rIiCTD N ACCORDANCE WAIN ALE M.C. ERUSIOII & Seam CO VROL PLANNING NG AND WO
TO SKIMMER BASIN tHWILW, NWOr US DEPT.CF AGAtCULTURt; AD NMINDPA SWAM
\ \ SEDIMENT & EROSION CONTROL NOTES:
1�MPOIWi1f DIVERSION \ 1- TIE ETO61pIN NAND 9mNENTATl01 CONTROL METL911E5 (SIPS) METE DESIGNED AN5111G WALE NORTH CATOIA NOBiR EpUNE1NDINis ANp SNLML E
\ N & #2 -ADJUST INSTALLED ACOMM,LY. CONTRACTOR SHALL PERFORM ALL ACFNILES N SINNER CDIWNL NF FNANCE H THE NORTH GARA OES QIXW FERRET TOR
L TION AS NECESSARY STORM MLM OSOYNRGE FROM LARGE AND SMALL CONbOilI U CUB (OVALPETaD)-
POSITIVE DRAINAGE \. 2. FHER 70 7HE OWN AND SEDOW CORMDETAL SEMIS FOR EROSION CONNTM MVIS AND MM TABLES FOR SEDWIF NA96, DNV90O N
TREE
I / / MER BASIN WC ES. MD Cu+� SLOE OWWNS. AP -RAP APRONS AND OTHER E]IO61' CONTROL MEASURES,
PROTECTION� I
3 OW BORDgiAPFrf ARM iWO, 1O -YR FLOOOPIARE UTILITY AND ROAD IN ORN M 1TMD;RN FROM AN OEM CONDITIONS S RW ALL OEM
° FENCE 1 �� EI\ RFORN191ON IS 10 E FEUD AIRTIME 9( THE COMFRACIOR.
4. SE 1HE LNWCAPE PLAN FOR U01M OF PROPOSED PIANIW AND FINAL S A1BI171BION.
5. 1E1iPOARY DNAERSNDII DIrr.AEs AND BFR1Ls SHALL E MARTARIm AS THE SITE 5 ■ND1NslHr W NZHIDE.
/ Power\
Meter L OIIMMY 111E CONMOJSLY MANGN ALL EA06NON CONTROL DEMCES NO STIICf1RE5 10 MME= ETOSIDIL BE COOIt'IOR SHALL MANDNII
CADGE OONOM.T i M THE EROSION COEDIT 16FB M SO TWAT 0091LIM RAW E PERFORMED Ar AP141OPMAlE SgCiS OF
coNslTlucIDNN
L, 7. SEE NNE GENERAL MOTES SW AND BE GRUONG NO DRAfta PLAN FOR OVER NOTES REGARDING GRADING ACTMTES,
a � SNE��� S MM U R UTILM PLAN, PLANTING PLAN NO MHER PLAN SHEETS FOR SEEMED N1ESEiN RWINpAON E T�OMMENT
TREE ,�
PROTECTION Gos Valve 9. WHEINE TIE TAUS OF %"& NCE NO TOAPO W FARCE (5F, SF-M OR PF) IYIS ARE AOIMCF.NF, THE 1F]POW FENCE LIE G THE LIMITS OF
FENCE i' Stop I DISTURBANCE 1HE LINE TYPES AM S M SIpAATED FOR LUORAINE P1RiP05FS SLY.
/ I 10. CONTRACTOR SHALL NOI DMUB ANY EIO M YMEONE GROUNDOVER COR IRONS ONSIDE OF THE LINTS OF a6,UB:NON ANY OR : ANY MRA ED
BUNTER OMITS ULFSS On ERINSE IDLED OR RUVRATEDL
i t. PROVDE CONTROLS OF POLLIRMIIS. IiNCIMM N UT MYr LIMITED DUST COTLM OE-WER1K SOLD WOE DLSPOK AND 1AZA D011;5 MIOERLAIS.
TEMPORARY INLET 12. CLEAR O IY AS TOM 10 NMI EEOOSGN AND SEDUENE ON COMM MEAStWn MASS CL MMG AD 61D®Fs CN IIM ONLY AM ALL
PROTECTION DOR6TRFAM ME45M MEM NSMIL ED.
t& USE RODE OR HA6HED STONE TO MW CON6I X10 Off iO OAOE NIREIENT NEiL MASHES AS NBCWff TH OUNM AL USES OF
CONStl 001L
/ ! ♦ 14. ORIENT SWRM WATER RUNOFF OFF THE FACE OF THE SOMW MW S�DPES USM DMER5M =0 AND SLOPE DWOIL CONTRACTOR SHALL.
/ O / ' I / MMHWI AD RELOCiTE DAA MON ORGIES AND SLOPE DARNS 10 Ek51J<E STOW WATER RUNOFT DOES NNOr DOSE INE FACE OF FINAL SLOPE.
15. W 090 P0511UAE FLOW 10 THE SEDIE11f BASKS 7NRO0OUT ALL PHASES OF 00N6TOXIN N. PLACE DOMED SOUS ALONG DON6IEAM EDGE OF
BE DNFASION MCNES M PROLDE ADMNAIL OAPMLHLY.
s Va ONGR is REFER M DIE CASING AND DRAINAGE PLAN FOR FINL SALE MD PRUE NT OAFS AND EIEXONS OF THE H'110PO6f>D STORM SEA! srsn 15.
G 17. LAD DMUR OW ACIMNE SAL NOT COMMENCE UNTIL APPROLl410 DD SO HAS B1BN IWCi1O BY MMMO ARHDR IM 1W 6FNDMY.
OONTACM SNAIL SIRMY ANN TO 7HE AMAFD GRAM0N AND SE IdT OONFIROL DRAWINGS MM COIb`RiXM OPEIVM S.
la G4?ENAL CONTRN.'IOR STALL COMPLY WON AL SOOT AND LOCAL ORDRMNCE5 THAT AIRY.
LIMITS OF / 19 ALL WORT( SMALL E 000 TO PERMIT LMrs SNOW: ON KAN S. MESS OHNSE N OM 1HE SITE PUN PROPERTY LMI5 SAL BE 00160E1ED
D67LRMNU Elf PEIUNr LMIS
20. SUFFICIOT ERO5N0N1 WOOL PRACTICE'S MET E RETARD AND "NO 10 IIEO01 SEED W WHIN 1HE BM1NW S OF TIE SRE / � L 21. ADDRONNL OOCONTROL TEMPORARY SIDN ffiRFS OR SU WNW 70 E PLACED AS SOW NAD/OR DINBDIED BY 1HE PRDINE'r D OW AM/OR LOCAL
PROTECTION �� t /� / roRMNE ZONAL "SP MMR
22. FOR ALL OONNOL IAMSALONG AD/OR ACROSS 100011 YS, EMI( PROTECTION AND SUAIRMON SHALL E TIERED AS PER LOCAL.RFAWFONA.
TREE /' /� / �/ / / / 23. ALL WEE PROIEGBON AND BMW CONTROL MEASINE SHALL E N RACE PRIOR M COi ERM OOSBRUCTON NO 51AL E MAN N
/ fA• t j PAOPEN� WOMO NG ORDER UNTIL ALL OSRRMD AM ARESLAaDTED AD OOUD COVER 6 ESDI MM CON SIUICFON E MAGE FADS SAL
FENCE / - J /iy i / / , E NSOLLED BY THE OOWWIL:TOR At OM61MIL'ION N%ESS POURS PRIOR 10 UMD DOURBOX
24. ALL EASEMENTS DUMB MUST BE DRESSED AND VMSSED 70 ONNNOL F]10570N N /1COORWa NN L7LSi W PLAS PRIM 10 ACLVMM
25. COfUMLETON LOTS SHALL L NOT E DOOM NLHOUr THE APPRONIL OF H=&
GENERAL NOTES:
1. THE OON WFOR SHALL OM AD PAT FOR AL WWTIONS, COMMUM MS. T3D S'NE19, ETC. BMU MAY BE MOM
BE
Z // �IAM FOR 0OMM ElEf INAT 1HE MINGS ARE WOM01C 9gELYDIC N NAM me DO NNO SLOB VERY OFFSET, 1RMi5111011 MW6. £FC TNRQ YAY
TREE / /// GONGR 3. THE DOM A O/OR O NER 019C1.N1 ANY ROLE N THE C0161RUC1TON TE445 AND MEIHODB ASSOWD NN THE T KIECr A6 SET FORK N THEN
PROTECTION / PLANS.
POP 'FENCE/ // ' / 4 CONTWICWR SHALL M W N AM 'AS E1ULr SET OF ORNIM TO RECORD THE EXALT LDOIDiON OF AL IAn$ PRIOR TO CONL>;ALIM. DIAMIR.s
/ oAl'■ / j STALL E GIYQI,O RE DOMUPON COMNLEII011 OF BE FROM WITH A DOPY OF,E iWM9RrrlIL LETIMt 10 BE tBt
5. F DOWMRES FROM THE SUNCUIONS OR f1W M ARE i>EEED IE1XSSARY BY THE CONIWERX DEWS OF SM DDIARTUR S AND WASO S
P WJMFM OFF T H 9MNtIED 10 THE fNIGN�t FOR RE" NO BAARiUNE FROM 1W CONIRACr T10CUDEL E MA ITS S1MDE NDDIT 7E MUM
OOM
THE CONNRNCTDR MLAST, AT ALL 1Uq KEEP THE PF8i57:S FEE FROM AOORARA710N5 OF WA61E MIA7pUALS OR BI1BBSH CAN5ED EK Nw NLS
BNUM OR HIS WORK. ALL SEWS SHALL E MMED F70Y THE PNEl= SiE ON A ALLY BLISS
GROUND COVER NOTE:
PERMA8Ii iRDNRDcorot POA ALL DNSBNmD AMC SHOUD E PROYDFD
C • Q(1� j / W MI 15 we NG BAYS OR W CAE1 m Ws NS SHOT".
• 1 / //% / / / FOLLMW C011PLM OF OWIRUOON Oft MVELLPMENT
14-1
NOTIFICATION OF LAND RESOURCES SEDIMENT AND ,EROSION CONTROL SELF- INSPECTION PROGRAM:
1Ff SEDIMEWA ION POLLUTION CONVA ACT US MOM IN = M fEQURE THAT POWS RE300H FOR IAEO DHSiMNG J4CiT M f11 FM A PROJECT AFTER EACH PHASE OF THE PROIIECT TO
M" SURE THAT THE APPROVED iR0610N NO SEDIMENTATION CONTROL PLAN 6 BEING FOLLOWED. RIVES OETAILNG THE DOCEITIENTATION OF THESE NSPECIEDNS TOOK EFFECT OCTOBER 1 2010. THE
J741ANNE 755E �.. PROS O SEPARIIiE FROM THE WEEKLY SELF-MOINEORING PROGRAM OF THE WOES STORM --WATER PERMIT FOR CaF151R XTIO E AC7MEES. THE FOCUS OF THE SELF-NSPECTION REPORT
KE
PIN: 537412755657000 5 THE OSE41ATION AND YAMTEIINICE OF 000 AID SMIMEMA1pN CONTROL IEASU1RES AC(URDIIG TO THE APPROVED PLAN. THE MSPEC110N5 MUST BE CONDUM AFTER EACH I%SE OF THE
DB 1125, PG 495 PROTECT. AND 0010 ED UNTL PEI MEM MUNID COMER IS ESTABUSHEID N ACCOROMNCE WEH NOGS 113A-54.1 NO 15A NCAC 48.0131. 7W SELF-•N5PEC1i0N REPORT FORM 6 AYEALABLE AS AN
8-1 ZONING EXCEL SPEAR I ET FROM httpc//wmj* w stale nc.m/Pages/seErmftbDn-Am Jbt IF YOU HAVE QUESTIONS OR MW ACCESS THE RAM, PE.EASE CALL THE WKICME MMOIR REGIONAL OFFICE:
(RALEIGFk 919-791-4200) (FAYEMLLE 910--43 3300) MIMINUOFk 910-796-7215) (WRLSNIGM 252-946-6461)
/ /i // / (WNSTOH�sAEiF 336-771-5O00) (MIOOREM.LE 704-•as3-1699) (ASIVOLLE: 829-296-4500).
*TRIANGLE
SITE DESIGN
CONSULTANT:
TRIANGLE SITE DESIGN, PLLC
4006 BARRETT DR, STE 203
RALEIGH, NC 27609
[phone]
LICENSE #P-0619
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OWNER/DEVELOPER:
AUTOZONE DEVELOPMENT CORP.
ATTN. WADE DAMS
123 S. FRONT STREET
3RD FLOOR
ME MPHIS, TN 38103-2107
PHONE: [phone]
FAX: [phone]
wade.davis0autozone.com
For BfdSM & Caltmetor Irlforr iaW Cwtoct
Fw. DWp Play Room Tek (615) W4-1017
REVISIoNs:
10/29/12 REPW vff minv
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: SEPTEMBER 13, 2012
JOB NUMBER: 010032
TITLE.
EROSION
CONTROL PLAN
SHEET NUMBER:
C1.3
- . v _ _ .. - A T-]' r _ - x. 1-" -_• 1-7 LI'-r) rP-U r•�
If
_ r I I I I•• A,` _! r_ •1 I I I f I L, i' !� F -S Ri .

I. PREPARE SOIL effORE INSTALLING BUYI(ETS, NCUlON6 ANY
N8=4RY APPLICATION OF LIME, FERIEItEit, AND SEED.
NOTE WHEN USING CELL-0-SEED 00 NUT SEED PREPARED
AREA CELL-0-SEED MIST BE INSTALLED Will PAPER SIDE
D011N.
2. WON AT RE TOP OF nE SLOPE BY ARWORNG THE:
BAI(ET N A 6' (15crn) WDE TRENCH WITH APPROOOYATRY
It (Man) OF BAIET EXTENDED BEYOI D THE UP -SLOPE
PORTION OF THE TRENCH. ANCHOR RE BLANKET WIN A ROW
OF STIRES/S'rMCM APP10WA ELY It (30am) APART N
THE BOTTOM OF THE TRF3ICL. BVv♦( FILL AID COMPWT THE
TWO AFTER STAPIMNG APPLY STD TO PRIM" SOL.
AND FOLD REMAINING If Mm) POR W OF THE M MET
BACK OVER SM AND SOL SECURE BLANIV OVER SOL
ON A ROW OF $lAPLES/S *0 SPACED APPRONIAIMY 12
(30an) APART ACROSS THE TIM OF THE BLA IET.
3 ROLL THE BANM DO1111 ACIROSS THE SLOPE. WAN IS
WLL UNF LL WITH THE APPROPRIATE SEE AGAINST THE SOL
SUWACE. ALL BUAMICEIS MIST BE SMIR&Y FASTEI ED TO
SOIL S WACE BY RAM SfAPIM/STAOS N APPROPRIATE
LOCATIONS AS SHOSIN N TIE STAPLE PATTERN DUDE 1H ENM
usm OPITOMM_ DOT SYSTEM, STAPLES/STMES SHOl11D BE
PLACED THROUGH EACH OF THE OOLOFED DOTS
OORFESPO M M THE APPROPNATE STAPLE PATTERN.
4 THE EDG7:5 OF PA LEL B WE S MUST BE STAPLED WITH
APPROXI MMATEEY 2'-5' (5rm-12.Srm) MAP P HEPENDN(i ON
RlAN1ET TYPE TO ENSURE PROPER SEAM ALPIAEHT, PLACE
THE EDGE OF AE UYEiO.APPWNG BLAr1(ET (BMIET WC
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM SIFICH ON
TIE PF MMSLY NSFALLED BAND:T.
5. CONRSBXW B.ANINENS SPLICED DOW THE SDPE MUST BE
PLACED LTD OIER END (SIIN U STYLE) WM AN
APPROfOMAIE 3' (7.5an) OVERLAP. STAPLE THROUGH
OVERLAPPED AREA. APPROKMMATEEY It (30ar1) APART AC11M
ENTIRE BIA NW IM
6 EROSIM CONTROL BLANIRIS SHALL BE INSTALLED FOLLOWING
MMCIFACRMM SPECFICAR0T15.
11 SLOPE PROTECTION FABRIC
C1.4 NOT TO SCAM
UWE N LOW SOL L'OTURIONS, RE USE OF STAPLE OR STAKE If
Rip -Rap Apron tti
DIMENSIONS
ENTRY WIDTH
3.0
FT
LENGTH
5.0
FIF
EXIT WIDTH
5.0
FT
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Apron#2
DPIE NSBDI+IS
ENTRY WIDTH
15.0
FT
L E NGFH
12.0
FT
EX F WIDTH
18.0
FT
MIN. THICKNESS
22
IN
MIN. STONE DIAmar= R
6
IN
STONE CLASS
B
3 ! ! . : 1 fti�rs �a oc•1 �o
1' }
7•. I I i•. 1 ^.1 A 1 1 •'f 1 ., '-0.1 f 7
r' I . 1 .i . ] ., f 1. +'
1 1, 31
• :' 1 '.7l: . 3
1 , tat=6
3 ' CEASS I RP RAP (SEE SECTION TIM BASH
RIPA
� \ � RRAPFEJIDNVILDWAL
L
:- �5 1I�iD s[ONE 1-417 THICK x S-T HIGH
---
I. LAY ONE BLOB( LAN OW SUE OF THE Sr191C W ON ITS SUE ON DE BOROM ROW TD ALLOW POOL
ORANAGE THE FOLN DKIIOIN SHOULD BE to WED AT LEAST 2 NW BEIOW THE CREST OF 111E SM
WAL RAM THE BOTTOM RIW OF THE BLOC( AGOW IHE EDGE OF THE STOW WM FOR LAWK
SUPPORT NO 10 AIM 1 SWUlS MEN CRIERF AW OCCURS. F OEM W LAfig1L SUPPORT TO
9BEOlENT RIMS BY PLACING W HOOD SM RNOU11 BLOCK OPET11GG5.
2. UR FULY FIT HAD1AE CLOTH OR COMPARABLE Off MESH IITL t/2•1114W OPOM 00 ALL BLOCK
OPEI1G 10 HOLD GRUEL N ROKE
I RISE CLEAN WA 11.3/4-i0 1/2-M N OIAIETF]t PLACED 2 NM BELOW RE TOP OF THE RIACK
ON A 2:I SLOPE M FLATTER AID SMOOTH IT 10 AN EVER QVM DOT j57 WTMSIED MINE 15
RECOMMENDED,
DED,
A( IXT AUN AT LEAST 01ID12YMO ,ir•7& VZN SWMW
(1/2 AMOV ar OVUM AYIM ITarT. a6Me AF MW ARE
arAW MW !W OAEOP 01M1S 10 Aim' AM" fW
RW SMMW MW A7M1F OW Wr M ag#AE a4
UWWfT AE MIRE AE3N WWWC SEi1W APE1VAX ABUX
SnWAs A M
1. A rABL® PAN OF CRUSiD STONE SHWJ. LBE LOCATED VHX TRAFFIC
WLL BE ENTOW OR LFWIN A OOIbiALICIDN SITE TO OR FROM A
PUBLIC SRIEEr.
2 SM 10 BE 2'-3' WOO STONE
I THE ENTRANCE SHALL BE MAINTAINED N A CODIDOR II ICII NIL PIEVEIT TRACT= OR ROM OF SEOIDNf
OMIT PURE STREETS OR E1051w PA "K. THIS MAY IEOIIIRE PETRUOIC TOP DRESSING WITH ADDITIONAL
STONE AS OOIDlM DEMAND AND REPAIR AD OR CLF1A1)L T OF ANY MOM USED TO TRAP SEDIMENT
4 ALL SEDIMENT SPILLED, DROPPED, WASTED OR TRACIS ONTO PUBLIC STREETS MUST BE RFMr1S MMDIAAIELY.
On NECESSARY *M MUST BE CLFAMED TO REMOVE SEDIMENT PRIOR TO BIIB= A PUBLIC STREET WHEN
WOW 5 MIRED. IT SWILL BE DOME ON AN AREA STANLIIEO IITH CLAM SRME 011C H CRAMS INTO AN
APPROVED SEDIMENT SM.
5. FILTER FABRIC SALL BE M RIFT SM OR EOMLAL
6 EMIRANE SHALL BE A MNIMII OF 2D' IN WDTH OR THE WDTL OF THE Off. IHUEVER IS GREATER
DOSING DUN
ABS'TFCTAIW CA.'FA 111 \ MEW ALD AFU EMPY AM#XL
1 TIE affAWA Alp AMW AE
�7� RING & AECLYS1Rr F
( Jlftw#AC71RE1P5' AWvLM)vy
NO SONS � ChEff U AiV
AEIT IO
A w our AMNAN W IEE1Y AE
AiR ASOMF HE NUT fN17, 1 rMV 5
SEDIMENT SRORAGE A9 NVnXr STAMM R90W BE
AREAS TO BE DERNIIBD AVIE17MV MD Al MIS SbMiT MNMMM 10
(GUT, FILL. ETC.) FLOW STORILE WME DE aAMUEI ]PI &W X7H AE GAUGE LIE WIRES
----- 7 RP LAP ANRM 2WAIE
1' 2' HEANU
> HARM GROUND
11� 11 \ 1• tPLPE
FLOW
1.5 3' __ _�__-___
15 ____._,__._
am 1 RP'-WIP
MAXIMUM SEDIMENT OFP1N
(OEM OUT PORT) � WOO MW
SECTION RlRU CAIUi LBAi' I. FLIER A D QL1AeTiT F'FE
NO
62 HORSESHOE INLET PROTECTION SM
C1.4 NOT TO SCALE
slo(RAOE �� OR L /Tin M5WT AP-W AW AT A%LW ANEAiA S' As NU AS'
ALL TO 95X A9DP AM M K MO Off ATfA11LY PALIIP1Lr OW 9 E MC
THE PLAGNG OF Eli, EIDER LOSE OR COMPACTED N THE RMBF3IAVG CHAIM SHALL NOT BE AJ MED AnMWM AF RW AM9W CMrA611FD SLAW/ AMf1W
AM MINNOW A E SN57 W DIEAP ATE AHR1X 17WWr
NO BEDS OR CURVES N THE HOR®OWAL ALIMENT OF THE APRON WILL BE PERMTIED. p R7F Szkw/JY or '' 'V ILLY REF AIfaN31A1T10' ar
AIM SIZIN ACHES W OW frfAM MW AZHAINPS
10 RIP -RAP APRON
C 1.4 NOT TO SCALE
OINAP STRAP �
I' REBAR FOR M
REMOVAL FORM ANLET
EXPANSION RESIRARIT
(1/4' NYLON ROPE,
2• FLAT WASHIM)
0 SILT BAG
C1.4 NOT TO SCALE
DUMP STRAPS
2 EACH
NOTES:
1. SOME MUNCPALITIE$ DO NOT ALLOW
GUTTER PROTECTION ON PUBLIC ROADS,
SILT BAGS SHOULD BE USED WITH THESE
CASES.
2, BAGS SHOULD BE CLEANED OUT AFTER
EVERT' RAIN EVENT AND/OR AS NEEDED.
TEMPORARY SEEDING SPECIFICATIONS/SCHEDULE
Date
Type
Planting Rate
March - Oct.
Browntop Millet
40 Ibs/acre
Nov. - Feb.
Winter Rye
120 Ibs/acre
SEEDING SPECIFICATIONS/SCHEDULE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
Date
Type
Planting Rate
Aug 15 - Nov 1
Tall Fescue
300 Ibs/acre
Nov I - Mar 1
Toll Fescue & Abruzzi Rye
300 Ibs/acre
Mar 1 - Apr 15
Tall Fescue
300 Ibs/acre
Apr 14 - Jun 30
Hulled Common Bermuda Grass
25 Ibs/acre
Jul 1 - Aug 15
Tall Fescue & Browntop Millet
240 Ibs/acre-Tall Fescue;
or Sorghum -Sudan Hybrids
35 Ibs/acre Browntop Millet
30 Ibs/acre Sorghum -Sudan
Hybrids
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 - 2:1)
Date
! v Re
Planting Rate
Mar 1 - Jun 1
Sericea Lespedeza (scarified) &
50 Ibs/acre (Serica Leespedeza)
use the following combinations:
Mar 1 - Apr 15
Add Tall Fescue
240 Ibs/acre
Mar 1 - Jun 30
Or add Julled Common
25 Ibs/acre
Bermuda Gross
Jun 1 - Sep 1
Tall Fescue & Browntop Millet
240 Ibs/acre Tall Fescue
or Sorghum -Sudan Hybrids
35 Ibs/acre Browntop Millet
30 Ibs/acre Sorghum --Sudan
Hybrids
Sep 1 - Mar 1
Sericea Lespedezo (Unhulled-
70 Ibs/acre Sericeo Lespedezo
Unscarafied & Toll Fescue
240 Ibs/acre Toll Fescue
Nov 1 - Mar I
Add Abruzzi Rye
25 lbs/acre
CONSULT S&EC ENGINEER FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS. THE ABOVE
VEGETATION RATES ARE THOSE THAT DO WELL
UNDER LOCAL CONDITIONS; OTHER SEEDING RATE
COMBINATIONS ARE POSSIBLE.
•ft TEMPORARY: RESEED ACCORDING TO OPTIMUM
SEASON FOR DESIRED PERMANENT VEGETATION. DO
NOT ALLOW TEMPORARY COVER TO GROW MORE
THAN 12' IN HEIGHT BEFORE MOWING; OTHERWISE,
FESCUE MAY BE SHADED OUT.
SOL ABW
TINDER 1l �STO6EE
4 CONSTRUCTION ENTRANCE
C1.4 NOT TO SCALE
G -0" MArWLI M
tTI4 mw A9BN1M31LLY
501346E IWE'CAM
ON AEA' GiMOIR AS
12-1/2 GAUGE
DATE WRES
STEEL POST
I r WM IRE FABRIC
SILT FENCE FABW
AMMIMY
Sia°E,S' fw.
AM AW
aL11m ON
AIR," A9 Si
S MN.
TOP OF SILT FENCE
MUST BE AT LEAST V
ABODE THE TOP OF
THE WSIMD STONE
ANNIB1,
q .9'W.L &r11LV° mBYAFf7YMzmr
4 FILL SLOPE
AE9*G Stf AiVr a4 AAs A0W A1M7EZYA{7W E4L7f
1. USE SILT FENCE ONLY WHEN
AW511 AID AT to W AICY RAM Aq'aW'Ep A WNL.
DRAW AREA ODES NOT
AW A99MPS A 7W 9XL ALA TACIT AIUXfiZr.
;I
DOCEED 1/4 ACRE AND WAR IN
µ---it
Ate OF CONCENTRATED FLOW.
Z
711r S/NA1E 37NfL � IISEAGlrD AR2M1°RYAA7EIP AM ETEA7
f MIN. ANCHOR
Tsar w asa w aP AL9A7{ED fr.
sITRr
2 11®m iD PLC]VDE SmRAGE REMOVE SEDIMENT DUO= AS
S
.SfAr��1L? 49M SYOM K A1100 NVV aFO]S
r�!!B7
� F
l 80fI0M OF NNE FENCE ND
VOLUME FOR THE NEXT RAIN AND
A 6 JKyES AVY 32L1I19M! fS 1L5JAM1M N
TO ROM PIESSUiE ON THE
MAX #W AF SET f tr dY%U A'S' ALr1R9NSD SM W
FILTER FABRIC BURIED /"
SILT FENCE.
OEM M COMW M AE F.12SW QW AFA W
VERWALY AND 4" HORIZONTALLY
AW Rmn
N EICA1 ATED TOM
5
SILT FENCE
C1.4
NOT TO SCALE
SEEDBED P P ON•
1. USX THREE OM DEEP ON ANERSE SOL CI MNIDNS. F AAIABLE
2, RIP THE ENTIRE NO TO SIX IKM OFEP.
3. RE % ALL LOOSE ROCK, ROOIS AND OTHER OBSIRUCTDRS, LFAMI 4 SURFACE RFASDNNDLY SIOo1H AND UNIFORM.
4 APPLY AGRICULTUtY. ULE. IEAUI2ER, AND SUPERPHOSPHATE UNIFORALY AND INK TRH SOL (SEE SEEDING M (W
5 COMTNUE NAAGE tMR. A WELL -'PI MMM FIRM, REASONABLY LNiORM SEEM Ns PREPARED FOUR TO SIX 100 DEEP.
C SEED ON A FRESHLY PRfPAED AND COVER SEED UGHRY 9 H SEEDING EOLN«PMETNT M CM WA% AFTER SEEDING
7. M"WMMEDIATMY AFTER SEEDING AID ANON MLM
a INSPECT ALL SUM AREAS AND WE NECESSARY REPAIRS OR REMMIGS WM THE PLANTING SEASON, F POSSIBLE. F STAND
SOAR BE MORE THAN 60 BAWGED RE-M3TABb1( FOn01INC THE ORIGI & LIMA FERTILIZER AD SEEDING RAIM
9. OOIGULT SM R&W040ITAL ENGINEI7RS ON MANEWNCE TREATMENT AID FMNOLITAIN AFTER PT7UVO9 COVER I5 FSTAIISIED.
SEEDING MMTURE:
A(MICILRNE U EMON E- 2 TONS/ACRE (3 IONS/ACE IN CLAY SOILS)
FiRTLN1ER 1,000 LBS/ACRE - WIO-10
SUPDOWSPHOI SOO L85/ACRE - 20% MMLYSS
MULM 2 TONS/ACRE - S All GRAN STRAIT
ANICHR ASPHALT BALS ON AT 30D GALS/ACRE
SKIMMER CONTACT
INFORMATION
ix Fieam !SOARS, W.
PAL"U It 272T1
919--712-1244
9104A-'14N Fx
� TREE PRDfEC110N1 AIRFJU
IIr
DD Nor EMU
NNR•NG MI DECAL.
NOTE:
q SLOPE TRACKING DE'TAEL use Dom+ TR1M,76 To CREATE =00
POWBDICUM TO THE SLOPE sROM %I CATCH
C1.4 NOT TO SCALE SIM FERrLUM W= RAINFALL AM DECREASE
SEDIMENT N RUNIFF
SLT FENCE
NOTES:
SIM EENJCE PO
1. IBM SEDIMENT
WIRE FENCE
WHEN FYMF OF STONE
HAROEMARE CLOTH
OUTET IS COVERED.
2. REPLACE STONE AS
NEEDED TO BMW
FILTER OF #57
OMTETWNG.
MASHED SMNE
L FENCE POS91 `BURY WIRE FENCE,
MAX 2' APART U FILTER FABRIC,
ILr Mo AND HARDAW
CL01H IN TRENCH
MD
l 3"� SILT FENCE OUTLET
C1.4 NOT TO SCALE
ORANGE, W RESISTANT
HO - TENSILE STiE1M
POLY BARRICADE FABRIC MWAU
LINE1WIRES
0 Gk
NONEs
1wAMrc sinLs 1a BE MMff IF OlrwMle wIiMHIAPAuaF NM1awM..
LMUS M HIE Y 11101 MMMAL MW LIME NO VACS AS MWID. six
SM SM BE PLACID AT of MNMAAI mama
NNE A 911E A EACH W OF LAIN Tiff PI018.M M0 'W 0 L>91r6t DERN L
FAR Tiff NrA8. M ARIN UM TIMM W N PW IMEIM MWE W LOS NO ONE 9111 P91 P1401010 AREA.
omm SM SAY A MICE MIS A0 Milt
MANaMI Tiff PFI(A1S.11d1 fBICE INOIMOUF CUTAW1 M FROW.
KAM A W A 80 00 OF LWR 1M FFNE WN M 9Y 01 ri1M9! TIL9FiFW
8' MAX
I to III60
I■■■■111I
h' y`SUM!] I •�7 ••! , I■1.
HIGH -- TENSILE STROM
POLY BARFICIADE FARM (TYPICAL)
fRCINT1�Y
g TREE PROTECTION FENCE
C1.4 NOT TO SCAM
I�
I. TEMPORARY DNFItSION ARCH TO BE USED TO INTERCEPT FLOW AND/OR MERT TO A
SEDIENT OONTROL M E011E OR W.
ONE-W FULL
32 d SSW L RECONSIRUCIED WIMNIB W= BY EOLWME NT OR men BY
FILL
4. STABILIZE MUM 017M BERM WTH TEMPORARY SEEK MNilf WITH TAC,
iHWwNYAA16lR71'AW1r
AND/OR EROSION CONTROL HEnw,
ftLrA AWrA1PAW B Or
NO AreOleYAIUUNr
WASTE MATERIAL�OIPMT,
mm ►ALNYMIFRp'AEIAM
I SEED & MULCH Wo �ir MR
WW W AN I M A91M M
1CT011 DITCH
QMIIMH lMIC AS ABiSGH' ASP
AME1/MwfALWAiR5A6>AUARM'
2! - 10 :.�'=;; :'•;�: lY
AEFOOMM OMMMUAID
IA11><AM6YA9NA?SAfA� A
�� -' r ` .
1
AIRARW A7Il'1LWA1■FCW
0'
0W As AM1V MIY5
SM A AW 0INM151 A AM NM
12"
AIEAIMGrIC �aiMAr>•:
am SECTIDIOL VIEW
S TEiiPORARY DIVERSION DITCH
C1.4 NOT TO SCALE
Skimmer Basin
SURFACE AREA REQUIRED
1,053
SF
SURFACE AREA PROVIDED
1,152
SF
VOLUME REQUIRED
1,620
CIF
VOLUME PROVIDED
1.792
CIF
STORAGE DEPTH
2.0
FT
STORAGE ELEVATION
48 x 24
FT
25.00
TOP OF DAM
56 x 32
FT
27,00
EMGY. SPILLWAY LENGTH
10
FT
25.50
BOTTOM OF BASIN
40 x 16
FT
23.00
SCHEDULE 40
PK PIPE
Sam Sm MR MOW
1.5AI a4N ay
ORIFICE
PLATE
Im FRONT SMOMINENtS SIKL BE
FOR SKIMMER! SIZE
COIPLIIC CADN
a
•NFAM(
SURFACE
SPLL1MLY
©Ilk
F. 1.
�''. •,0.
©I
- : }I
.i 171
'
mammon®�®®®■®®
LIB. 12-1 2 OA
"RES
NN01E5:
1. BAFFLE MATERIAL "" BE S3;INED AT THE BOTTOM AID SM
USING SICNIES OR BY THE UM AS FOR SILT FENCE.
2. MOST OF THE SEOMIENQ ILL AC(2MWIAlE N THE 1ST BPLI,
1. CLEAR 0-0. AND STRIP THE AREA UNDER THE ENMW ENt OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL
WHICH SOW BE READLY ACHE FOR IMMIIFJYINCE.
MUM" HIM AMOUITS OF ORGAW IMATRER AD 5TOWLE OR lI5PO5E OF IT PROPERLY. IIA L AL OBAL101911IE MATERIAL
I RMW 3 BAFFLES (ICE LID F MS AUW 20 FEET N LENOIH}. PROMUE
TO 11M IMSGNATM OLSP(M A EK
5 BAFFLES FOR �LANYIIE AIM 9"NEL THAN 10 AGNES
POST
2. OISIMIE TEAR FILL WITRIAL FOR THE 06"WiF IS FREE OF RDOIS, WOODY *WAR*, ORC.WC MATTER, ND OTW
spmm pSL�PORF
DR SDE MU
5. TO OF BBAFFLE �AFFLEES BE � INCHESCOIR N EMU LOOMLOOM TARN THE TOP OF RE BLfMIS
EIDNNI 011firRIABLE MATERIAL PLACE THELIFIS
6 INCHES TO ALAI FOR FILLSETN1pNL � TO �J M 9 INCHES, AD MACHINE OWACT R OVER R1 THE
_
o
I
I / aAi� ATE
& NSPEDf BlFFEES FOR TEPPW DICE A WEFB( Awo AFTER EACH RAINFALL
3, MOM THE OUTLET SWO IN THE EM MAWS Nr. Pl*W THE CONNECTION T1t�1EpN THE RW-W NO TIE SOL FROM
AYYINI MEI7 AEAV
PIPING NO uW FLTM FABRIC OR A W MAY CUTOFF TRENCH BETWEEN THE BP -RAP SIRIICNIE AID SOL
MAI MRA2Y.
STEM POST
- PLACE THE FILTER FAMC REIIEEN THE RP -PAP MD THE SW E K END THE FABRIC ACROSS THE TI LMAY FOIfMDVIIIN AD
SW TO THE TOP OF THE DAM; OR
BE MW M 00011111F Aa= Ia AE BWRTES
- DONNE A WYMY TRENCH ALONG THE CENTER LIE OF THE SPILMY FOUMi TM DTENDING UP THE SM TO TIE MW W OF
S'aW AF AWC WA DIARE 02141E TEAT;
T
TIE CYL. THE TRENCH 9010 BE AT (FAST 2 FEET DEEP AND 2 FEET WIDE 1TH 1:1 SIDE SLOPE&
NVaWME W LEZgIE Alf}}R'1N4 AftAl r ff
- - - - - -_ -
4. aim 11E NDID AREA BL1UI TIE BMTO OF TIE CREST OF 1W SPLMY TO FACIE RgE SEDIMENT CLEMOUT.
A NWr
COW MM OR STAPLED OR
_
-_--- --- -- -
5. AL CII AND FILL AT SLOPES SHOULD BE 2:1 OR FLOM
TRENCHED INFO DOM OR SIDE SFxRCN VEIL AT OP[PMG --- -_- - --
6.9M RMT THE STONE (DRAMAGE) SECTION OF THE LIDAImw HAS A MANNA BOTTOM WITTI OF 3 FEET AND A MAWN SUE
AiNA7R£ `SLSINMX%�P JS MAY 2 rALAAES HIf
---_
UK OF 1.1 THAT DIM TO THE BOTFO1M OF THE SUNNY SJCFIfN.
f7AL 70 AABJW 4M4ff SJpW MUfM M?
_ _ _ _ _ _ _ _ _ _
7. COHSILICF THE 1NrUY FINISHED STONE SPLLIAY BOTTOM WIDWN. AS SHONE ON THE PLANES, WRH 2:1 SIDE SLOPES EXTENDING TD
nF A6YT MW AIV M ALMW r AM3 ff aV TEE
- - - - - -
THE TIP OF TE OVER FLIED EIBAOOMNT. REED THE TIIUQESS OF THE SM OF THE SPIi.1AY OUTET swam AT A
96WM AW Off 70 AWE A04M ME
---- -
MOO OF 21 ITC M THE WEIR MAST BELEVEL AND CONSTRUCTED To GRADE TO ASSIZE Omm OPA(311'
91 FW AXW a~WW
AA7GIB KEN Etm W AE gf91 m
A &Wr SMW MOM BLQ1r AT REPAST MEIRZY AW9 *ff MW"MW (EWE-f F Ma4 01911" AllRhlCl iNW MO WW AIE?II7SY, - - - - - - - -
- - - - - - -
& MOMIL USED IN THE STONE SECTION SIOILD BE A WELL-#MAOEO M OCTURE OF STONE MIH A 050 SIZE OF 9 HUES (CANS 8
S7091CF 1#P71I
A'Z W �W AEU A AF A1LTi1P 70 f1S aW K AIEA:GL7H5' AFM 9211W AGL7A t4U A7 ai _WF ME AU9ff ar AE FAV ANfRIE RU
CONRiOE STONE IS REOOMI ENDED) AND A WIIAM MINE SEE OF 14 INC M TIE STOW MAY BE WCNWE PLACED AND THE
I:F S11ME1P A6 L11E SLF A7 AAT AE 9ZIMElYI tAILE1RC617N If tKM ACIMFIii! EAp11Wi Mf SEAIW AgMW lAt fJ W AIM A9r AU AIMM - - - - -
%MiR STONES WOW INN TE VOW OF THE LARGER MOIN S. THE: STOW SHOUD BE HAD. A MI AR, AID HOLY
AE 9LAMMR W AE Mg CaL. AMA' SW NRmW aI17MIW" w RAF Ar17nW f AF X Wr 6M AMN AtxO MW AE SU IR - - - - - - - - -
---- ---- -
WFJTH6U SI5TANT.
A{7DP AEAaWABGYA'1WCABMIFIXAM I&d971'
AWMY AAa AE AIL BLAiIE
- - -
9 45C1101- NET WATER ND TIE BRAN IN A BLAMER TO PIiEVENNf EROSON USE 1ElPORANY SLOPE DRAM OR UIIIFRRSONS WTH
INIDI7 MO lIV
MTaW ME S�IEA/l
ST
c JYp Mµ}7US F IRE] AILr AWREID-,9W7R7Ir AF A1N17TES F MlJER 6 fIOAILG LICLP7MIFATf/ QP A51YA10 A1F1I
OUTER PROTECM TO WERT SEDIMENT -LADEN WATER TO TEE UPPER END OF THE POOL Ai A M IMPROVE BRSIN TRAP EFFICMNCY.
ABIIMG 7fE Ml'7N AO 6IBM0! AW SApEfZf It
Q%
F 7AE 911MM9P rs aaa;><B MAIf AMl9Y MD AIDE is IMI7fR AY AE 9LTNl IblwlY .ERYIIG a1+ IRE Aq°F MMl A1117< TIE 917ME1P dq4 LP Alv tnWAr AH7 HE TOE A CAI OUTL��E�TT M� E
A( CW AF !ERRS MD A1SW RX F TAM 4rM5' ALIT MW TEFL RAF 9UloW OP M AF SCE' ar AE- AMMSW AW A°' AF � ALR7
� �
10. ENS O THAT THE STONE SPLLWAY OUTLET SM CTE DS DONOREAIY PAS&' THE TOE OF THE ElMA um mm STABLE
OMM011LWIS ARE REACHED NO OJW YELOCIY IS ACCEPTABLE FOR THE REICFMNG STREAM. MP THE EDOE5 OF THE STONE
d e� oroa 6..,. MO., area
awr AE MEF A 15W me 9H7W 10 $a F ff S aas Zk F SD A%VW AE MW b. �
WITH E S WINETHE TFLOW
8� GTEWRE THE OUSIREAML
�
area
SIDO
,RM Y BVP
RROUNO U.E L
11. DIRECT OW ILLTFIO 11E
F TIE Saw A1/ or A9um RIME• s aNx= AE mw !TART w AE1va Aw AE GIRSTADC w amm MNff A A'dIE m SW av BY f3G lw
ERMAIIEIIT.
12. SVOLVf THE EMBAROR]IT NO ALL DLSTURdLTR AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
M17H ANA9e ff SA0.rALO A1SIAOLF AE AVFJCi AFRMiAG1ILG TIFF 9M7MEA ��
AFTER OONSMUC ION.
11 SM IE DISTANCE FROM THE TOP OF THE SPLLIAY TO THE SEOl1W ME W011T LEVEL Q THE MO DEPM) ON THE BANS
H YE17f TfF AriRNIBI" TARED S'IIMNY /i1P A4Y16F AAO AAMrF AMU 1PlNrAffD PffFR11P5 NIAI fAAML" Ag149MNB ATE fZ[L ND7H Qr TIE 9PWL/!Y. L7ASOY IfRr
AND NMf T N THE FM10.
i SKMIIER BASIN
EiBAM:LW St°E'IM)Si AID WILE7 RW fAnmv DWV4 AW AAR9 WT AE aDWTMW f1TB PJW AW SE77 aeff. YMW Aft AFM MW 1ff%V
I4 INSTAL POROUS BAFFLES AS SPECIFIED IN P WnCE 6,45, pLI A BAFFIM
IMEWIZZK RS" Awl IRMW AV OTAFBP Qmw i7iYI1/ 7W MW AV FM MSC£
C 1.4 NOT To SCALE
f7U31V WAO& OW A WT N a MOW AY AE BMS W MW SPE UIf AL4iRAf►167H5' .579W OF MOV 1V BE MIWA:AP M AM?I r AE SOM 91, AI:YA
A'161Sy1C MW AX
'1T.
t
1 1 e
I
•! I, �� T i 5 1 i!_{ a
I 1P �. �� I�!
I� 1 �� i h f! P� 1 � 1 ` {, N,
I,
l + r �1 �P J! t
A �' P i L S lllr 1 S
�,
TRIANGLE
SITE DESIGN
CONSULTANT:
TRIANGLE SITE DESIGN, PLLC
4006 BARRETT DR, STE 203
RALEIGH, NC 27609
[phone]
LICENSE IP-0619
.#*,ttftf CAIJO
IAwfII�1
4 p�;.oF Essro� •. �,
. Q 9 :`Y •
SEAL
2443
1 NF-� •' cam' •:
�, Lp
,�44jAMwwffttt
pip
A
w
�
a
�
a
H
N
Pla
CHI
UZUV
OWNER/DEVELOPER:
AUTOZONE DEVELOPMENT CORP.
ATTN. WADE DAMS
123 S. FRONT STREET
3RD FLOOR
MEMPHIS, TN 38103-2107
PHONE: (901 ) 495-8701
FAX: [phone]
wade.davisft tozonexom
For Bd*q & Condmcdcr lefoMK" C bct
F.W. bodge Plan Room Tat (615) W-1017
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAIMNG BY:
MEL
DATE:
SEPTEMBER 13,
2012
JOB NUMBER:
010032
TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C1.4
COMMENTS:

ti
OPERATION & MAINTENANCE PROVISIONS
BNIP element-
o
e the problem
The entire BMP
Trash/debris is present
Remove the trash/debris
The perimeter of the infiltration basin
Areas of bore sod and/or
Regrode the soil 9 necessary to
erosive gullies have formed
remove the gully. and then plant
a ground cover and water until it
is established. Provide lime and
a one-time fertilizer application
The inlet device: pipe or swa a
The pipe is clogged (if applicable)
Unclog the pipe. Dispose of the sediment
off -Site.
The pipe is cracked or otherwise damaged
Replace the pipe
Erosion is occurring in the swole
(if applicable)
Regrade the swale if necessary to
smooth it over and provide erosion control
devices such as reinforced turf matting
or rip -rap to avoid future problems
with erosion
The forebay
Sediment has accumulated and recduc ed the
Search for the source of the sediment
depth to 75% of the original design depth
and remedy the problem if possible.
Remove the sediment and dispose of it
in a location where it will not cause impl
to streams or the BMP
Erosion has occurred or rip -rap is
Provide additional erosion protection such
displl
as reinforced turf matting or rip -rap
9 needed to prevent future erosion
problems
Weeds are present
Remove the weeds, preferably by hand.
If pesticides are used, wipe them on the
plants rather than spraying
The main treatment area
A visible layer of sediment has accumulated
Search for the source of the sediment
and remedy the problem if possible.
Remove the sediment and dispose of it
in a location where it will not cause impacts
to streams or the BMP. Replace any
media that was removed in the process.
Revegetate disturbed areas immediately.
Water is standing more than 5 days after
Replace the top few inches of filter media
a storm event
and see if this corrects the standing
water problem. If so, revegetate
immediately. If not, consult an appropriate
professional for a more extensive repair
Weeds and noxious plants are growing in
the main treatment area
Remove the plants by hand or by wiring
them with pesticide do not spray)
The embankment
Shrubs or trees have started to T "
Remove shrubs or trees immediately
on the embankment
An annual inspection by an appropriate
Make all needed repairs
professional shows that the embankment
needs repair
outletThe ev!ce
Clogging has occurred
Clean out the outlet device. Dispose of
the sediment off -site
The outlet device is damaged
Repair or replace the outlet device
The receiving water
Erosion or other signs of damage have
occurred at the oft
Contact the INC Division of Water Quality
401 Oversight Unit at 919-733-1786
OPERATION AND MAINTENANCE
North Carolina storm water rules require quarterly inspections by the regulating agency of infiltration areas as a minimum. More frequent
inspections by the land owner or system operator are strongly encouraged to ensure the proper operation of infiltration areas.
A. Rainfall Event
1. Inspect the basin after every rainfall event greater than 1.5 inches.
B. Monthly Inspection
1. Inspect the basin monthly
2. Check the infiltration area side slopes; remove trash and repair eroded areas before the next rainfall event.
3. Check the vegetative and rock filters for sediment accumulation, erasion and proper operation of the flow spreader
mechanism and repair as necessary.
C. Quarterly Inspection
1. Inspect the collection system (i.e. catch basin, pipes and grass swales) for proper functioning. Clear accumulated trash from
basin grates and basin bottoms. Check piping for obstructions.
2. Check pond inlet pipes for undercutting, replace rip -rap and repair broken pipes.
3. Reseed grassed swales, including the vegetated filter R applicable, twice a year as necessary. Repair eroded areas
immediately.
D. Six Month Inspection
1. Remove accumulated sediment from the bottom of the outlet structure or other areas where accumulated sediment is noted.
2. Inspect the embankment taking note of any wet areas where water may be seeping through the soil.
E. General Inspection
1. Maximum gross height is to be 6in.
2. No woody vegetation shall be allowed to grow in the infiltration area.
3. Debris shall be removed from blocking the inlet and outlet structures and from areas of potential dogging.
4. Periodic removal of dead vegetation shall be accomplished.
5. All components of the infiltration system must be kept in good working order.
GRASS SOD NOTE:
GRASS SOD SHALL BE EITHER HYBRID BERMUDAI GRASS OR CENTIPEDE THAT HAS BEET GROWN IN A SOIL
THAT IS FREE OF AN IMPERMEABLE LAYER (SUCH AS CLAY).
NOTES:
1. ALL INFILTRATION BASKS SHALL HAVE AN ACCESS EASEMENT CONNECiING TO A DEDICATED
PUBLIC RIGHT OF WAY.
2. ALL DRAINAGE AREAS TO AN INFILTRATION BASIN ARE TO BE Sfi1BILIZEU PRIOR TO
NSTALATiON OF SOILS OR GRASS SOD.
3. THE DRAINAGE AREA OF THE INFILTRATION BASIN WILL BE CAREFULLY MANAGED TO REM
THE SEDIMENT LOAD TO THE SAND FILTER SYSTEM.
4. THE WATER LEVEL N THE MOIrTTORNG WELLS) WILL BE RECORDED ONCE A MONTH AND
AFTER EVERY STORM EVENT GREATER THAN 1.5 INCHES.
5. M1 AEDWTELY AFTER THE INFILTRATION BASH IS ESTABLISHED, THE VEGETATION WILL BE
WATERED TWICE WEEKLY IF DEEDED Will. PLANTS BECOME ESTABLISHED (COMMONLY SIX
WEEKS)
6. NO PORTION OF THE INFILTRATION BASH WILL BE FERTILIZED AFTER THE KFK FERTILIZATION
THAT IS REQUIRED TO ESTABLISH THE VEGETATION.
7. THE VEGETATION N AND AR"D THE BASH WILL BE WMTANED AT A HEIGHT OF
APPROXIMATELY SIX NM.
i INFILTRATION BASIN DETAILS
N.T.S.
SILT FENCE AS MOM
RIP -RAP PRE-TREATMENT
TOP OF BABWMW = 25.0
FOREHAY AT PIPE INLETS
GRASS SOD
25-YFAR SWRM ELEVATION = 24.84
GRASS SPIIWAY EIEI/AAiOW = 24.65
FILTER FABRIC AT BOTTOM
10-YEAR STOR11 EUVA77ON = 24.8
3 ..
AND SIDES OF 6' CLEAN
V KXUME ElfYATI(XV = 24.5 (9,462 CF K10II(E)
SAND
FYEAR STORM EIEVATOV = 2311
4' MIN. CLEAN SAND
EXISTING GR40E = 22.5
\`1V�
31
1.5' STORM E &AI706N = 22.21
r
�
"
BOT70M OF 84SW = 22.0
PIPE MELT = 21.7
FLOW
SPILLWAY Q(25
SLOMZ) H B
W SS CHANNEL LINING
C°
RLTRA7IOAi
1.8 iFS
Qx
04'
6+
B4'
31
S7RAW KTH NET
v .
1W
Ill D575
.-.,. z ...
FILTER FABRIC
c
-
v
w
EXTEND Ull TO
fXHFIID LINING TO
TOP OF SPU_W YY
TOP OF SPAY
MP OF 6110AMIEIVT = 250
_ cn
o
H
CHANNEL
LMING §
MWAY E7.EYA7mlN = 24.6
SFA.SOW h%H WATE7i' TABLE = 19.5
MATING SHALL BE AS NOT®
OR APPROVED EQUAL
B
GRASS SOD ON SPILLWAY
AND SIDE SLOPES
GRASS SPILLWAY DETAIL
REMOVABLE CAP
6' SCHEDULE 40 PVC, SDR35, OR SMOOTH WALL
CORRUGATED PLASTIC PIPE WITH 3/8' PERFORATIONS E
6' ON CENTER (4 HOLES PER ROW)
OBSERVATION WELL
INFILTRATION
STAGE
STORAGE
TABLE
SA am"L101tRm
!�Y M3111 ITAL
70TAIL
/.T...CF
6W
AREA (So
0.0 22.0
2565
0
0
0.5 225
3100
1440
1440
1.0 210
JIM
1661
3101
1.5 23.5
4010
188.4
490
2.0 24.0
44W
2124
7113
25 24.5
4990
2369
9482
.10 25.0
5500
2621
12103
MEDIA (SEE NOTE 2)
RM
,. PRIOR 10 INSTALLATION, MAMRiFACKIRER SPECF1GInas OF FILTER MUM SMweL BE REMEIIED TO ENSURE THAT DISCROM FROM
FLIER MEDIA Slwl MEET OR OM THE PRarISIONS of THE CLEAN iAIER Act
2 EINSWIRE THAT PUMP PRMURE DOES NOT DOM FILTER MEDIA PRESSURE RUM
3. FILTER MEDA MAY BE. BUT NOT NU TO, SW MEDIA FILTRATION REMCfS, RATED FILTER FABRIC
BAGS OR POLYMER RSED DEWWMI61RMG PRAOM
4. PLW SIRAIll SHALL NOT BE N CONTACT ■ M BOTTOM OF POND
INFILTRATION BASIN DEWATERING
LOW POINT
LEVEL
INFILTRATION BASIN TYPICAL SECTION
t
/
/ JOHN- PA TRICht ARSKI
d l ' - PIN: 0�3,74U (761084000 I
ete i DB 1333, PG 258
fnent ) I J R-15 ZONING 213.
�,�� • / HATCH INDICATES SOD
� OBSERVATION WELL
_ y _ i i •
r i • • • r r r
a r a + r a +
♦ ♦ ♦ • • ♦ ♦ ♦ • ♦ r •
a + + • w r + a a +
w w w ♦ ♦ w ♦ r a + +
�C r r r • r w ♦ r r w
\ TOP OF EMBANKMENT = 25.0 ♦ . . a . +
• i ♦ • w ♦ • r w a
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FOREBAY
CONCRETE
FLUME
TRIANGLE
SITE DESIGN
CONSULTANT:
TRIANGLE SITE DESIGN, PLLC
4006 BARRETT' DR, STE 203
RALEIGH, NC 27609
[phone]
LICENSE JIP-0619
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OWNER/DEVELOPER:
AUTOZONE DEVELOPMENT CORP.
ATTN. WADE DAMS
123 S. FRONT STREET
3RD FLOOR
MEMPHIS, TN 38103-2107
PHONE: [phone]
FAX: [phone]
wade.davis0autozone.com
For NAM & Cantroctor kdwnation Cmbact*
F.W. Dodge Plan Room Tel: (M) 884-1017
REVISIONS:
10/29/12 ago P& env
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: SEPTEMBER 13, 2012
JOB NUMBER: 010032
TIRE- STORMWATER
MANAGEMENT
DETAILS
SHEET NUMBER:
C1.5
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