SW3120102_Site Plan_20120208

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KEYNOTES
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FRONT Rill` M IN 2X4
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VINYL FENCE (USE GALVANIZED SCREWS FOR FASTENING)
IF ANY PARCEL OF LAND ADJACENT TO THE DEMISED PRFNJLSES Is ERHER zmm FOR
RESIIENDAL USE OR IS ACTUALLY BEING USED FOR REMEHTYIL PURPOSES f'RESIDENDAL
PROPERTY), LESSOR SHALL CONSTRUCT A PRIVACY FENCE AY ACCORDNICE WITH TENANTS
PROTOIYPE PLANS AND ANY APPUCAIU ORNAMENTAL REQMEMENTS ALONG ANY PORTION
OF THE DEMISED PREMISES BORDfRRIG UPON SUCH RESNTENTIAL PROPERTY.
NOTE: NUMBER OF BOARDS WILL YARY
DEPFlIING ON SPACE BETWEEN
BOARDS AND ACTUAL WIDTH
(IF BOARDS,
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TRAFFIC CONTROL NOTES:
THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) MUST BE NOTIFIED AT LEAST 24 HOURS
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PRIOR TO CONSTRUCTION.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
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DEVICES (MLfTCD) AND WITH THE CURRENT EDITION OF THE NCDOT STANDARDS AND SPECIFICATIONS.
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ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6.00 AM TO 9�00 AM AND FROM CDO PM TO 6.00 PM. A MINIMUM
OF ONE 12-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES.
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ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING CONSTRUCTION ARE TO BE REINSTALLED AS SOON AS POSSIBLE
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DURING NON -WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE AND BE PROPERLY
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BARRICADED IN ORDER TO PREVENT ANY EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL LANE.
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yALL
CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF THESE PLANS ON THE JOB SITE.
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WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE, THE CONTRACTOR SHA_L CLOSE THE OPEN TRAVEL
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LANE ADJACENT TO THE WORK AREA USING APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK IN THAT AREA IS
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PROTECTED BY BARRIER OR GUARDRAIL,
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THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL WAY WITHIN THE SAME LOCATION ON A
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TWO-LANE, TWO-WAY ROAD.
THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE, MEASURED FROM THE BEGINNING OF THE MERGE
TAPER TO THE END OF THE LINE CLOSURE.
f 'W'r I THE CONTRACTOR SHILL BACKFILL AT 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN
II ` OPENED TRAVEL LANE THAT HAS A DROP-OFF OF MORE THAN 3
WHEN BACKRLL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER.
THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 2•.
/ f a%T HOLMs o'► �I l I WHEN LANE CLOSURES ARE NOT IN EFFECT CHANNELIZING DEVICES IN WORK AREAS SHALL BE SPACED NO GREATER THAN TWICE THE
r RATT 1. Mrss /rsrr CLASS A BUFFER I{ 1 1
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F I PROPOSED VINYL FENCE ZDAIER R-Z0 4 4
MINIMUM 6' HIGH LLCa'ta i 1 f
57EPHPIVA YOifYC0.61 +stiAVE7i, PG. 5N '� i i ! t
0-a iffm PG 9,i8 LOT 3, BTafX Al ;, h NNIC
LOT 4, &.Off if ' RAT aDOfr 4 � 11 PROPOSED TREELINE SAD � r5• rAt1 � � �1 �1 l
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24' 9YC rim 1r5AWMW• ter,- PROPOSED
�-�•^ TREELINE
2r ON r0" aw 12, SIC 1 r � • 28 � l
15' r►t!E I
8• aDITOMIDIG l STOWATER
24' GUw 10• T� i8• MANAGEMENT 115 -47 n= 2W x `i ; . _ 1 1
cOnOD EASEMENT �" r
i ror,W aT•Tr I 6 15 r i 3 4— 7
12, OAK � fm 1-STORY � ► ' � i5 � � � 0 1 � ZW ,� i2• ST / 18 BLDG. AREA = 7.381 SQ. F T.
12• rxw '� 8• 9
W TREE a FINISH FLOOR ELEV.=634.0
r 8•� ° s� 12•au rf / 19 PARKING SPACES=34
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10'x70' SIGHT I 1
18' ovr 15 GM r0• bur rs' ax ® A;:r • -� ' . >'- �3 TRIANGLE 27, 3f4.
0 is !2. OAK 1 ,8 fIk t2', 6caf r! - p 'i' - .: i;. ,a: a, s •' ^�. 1 11
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POSTED SPEED LIMIT, EXCEPT 10' ON -CENTER IN RADII, AND SHALL BE SET 3' OFF THE EDGE OF AN OPEN TRAVELWAY.
DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO ENSURE PUBLIC SAFETY IN ACCORDANCE WITH
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM ROADWAY STANDARDS.
MATERIALS AND WORKMASHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND SPECIFICATIONS (LATEST EDITION).
RIGHT -OF --WAY
DEDICATION TO NCDOT
AREA=5,772SF
(0,131AC)
to Tlaff ' ei GPM i - ... < . :. " , gri ?�. . _ r I i 1 ,a�WT l
APPROXIMATE LOCATION OF 624 2 6• 1004 ��� •� a' "' ^' ' 2 • '� I l
e' cPx r 1M� TAPER PAVEMENT AT ' : • 23
CROSS SECTION TINE PER 3 ; . � .:r. �• � a.: 1
FIRM MAP NUMBER 3710541900J r 15• 1 v ° • •, • • �
r2• rraEF � �� re• sx SIDEWALK -REFER r • � 7 Ncpor sm e � t
�j 12' OAK 10• 04r 15' P9N I TO GRADING PLAN , . 2
DATED OCTOBER 16, 2008 -�` 4 13 6 1
11 i W • , ; ! y OEM Pig -OF SECT"
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4{ NNHN FM -OF -WAY
D06NA k HOSA11,00 c,k l ire '�. I 3 0 21 REFER TO DETAIL 5/Cr A
RUOSSI?{ECHQSAFfflOR rrr■ �!` 12, > ti0" QAA 10' GUMP 8' LYAI{ I .� •.f .r : �'s''. • e 12
11 �°' CURB TRANSmoN t
PAk °7°6°r>wi e' tram 40 r AW 2 3 P _:�. ; ,�' TYP. EACH SIDE 2
ZONED: LT MW OF MW TRAQ NaDGf° �'� .. s': e- �• • 15 i
81ff to, Gw Am
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6" r0' OAK 8' caw !
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am I � ro' ar 8. WE '2 M OAN�1 ENT
12' 11E1 _ _ 1 t2' PW ACCESS EASEMENT l
7RACT3
PLATP�r P1g600 5177A f r MEo ! 1 12, A iiflf� m1E x ro i
2• SYC f4 FM $0 Fr I I r0' PIN r '~—
13673 ACFES 0• 12' PAN 12' Pr+r wo 3, 10'x70' SIGHT l 20 !
I 1" mff �� _�- �~ 1 Z PROPOSED TREELINE TRIANGLE !
2' GLW 15. om AIIP` IS' OAKI P * PIN
12'
IN
B• aW[ ' (Y�IFrB. r5' PN 12, PAP `9 1 ,
104 �y� I
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10"
a, qr 12'P ta• PW `
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15• 6" f0' PN t2. PUTS O 177A FWW 2GIE Y ! 1y
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1 -� 12' TREE FOB WOW
rho Nx fura E f0" CED �� �r _ t
18' CU�r r fY PN
12r 624 fliM]>CMf 6• PW I
12• TI&E 6" SW ADA 4
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ter am 12, YAP 15, ow 12' am
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PLAT M A K 177A
PN: 0706QO93
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PAVEMENT MARKING SCHEDULE
® 4" WHITE EDGE LINE
NCDOT STD DETAIL 1205-01
UB 4• DOUBLE YELLOW CENTERLINE
NCDOT STO DETAIL 1205,01
O 4• YELLOW LANE LINE
NCDOT STD DETAIL 1205.01
O WHITE TURN LANE ARROW
NCDOT STD DETAIL 1205.08
O 8° YELLOW DIAGONAL LINES
NCDOT STD DETAIL 1205.09
O 2' MINI -SKIP LINES
NCDOT STD DETAIL 1205-01
IJG YELLOW SKIP CENTER LINES
NCDOT STD DETAIL 1205.01
OH STOP BAR
NCDOT STD DETAIL 1205.01
lO 12• YIELD LINE SYMBOL
NCDOT STD DETAIL 1205,08 (THIS SHEET)
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ALL PERMANENT PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER NCDOT
REQUIREMENTS
CONTRACTOR TO INSTALL MARKINGS PER NCDOT STANDARD MANUALS AND LOCATIONS TO
BE COORDINATED WITH THESE DEPARTMENTS PRIOR TO FINAL INSTALLATION,
BUFT LEFT TLINM ilia
RE -SUNK PMA" IAOOM
REFER TO Dadoufm SHEET
FOR RaKrAL OF E)OSTMG
PIAEIffNT LNaUN,S
35Fr YNF-90P5
KATCH EXa5Ti1C
PAVOiCNT MAINNGS
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SIGN LEGEND
LEGEND
QTY-
RESERVED
PARKING
01�2
VAN ACCES913E
M O
1
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 G.C. to provide alternate bid for asphalt paving — see
detail 5/C1-A
(D Handicap parking area — see details 6 & 7/C1.A
Handicap parking sign -- see detail 12/C1.A
Pipe guard — see details 14, 15 & 16/C1.A
Concrete light pole base — see detail 13/C1.A. Locate
S-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.
®Dumpster layout — 8' high masonry & 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.
1 t Pylon Sign — 5' x 10' x 20' hgt. See signage drawings
(Under separate permit)
t2 4" wide parking stripe pointed white (typ.)
t3 4" wide diagonal stripes pointed white C 2 ft. o.c.
t4 Concrete handicap ramp — maximum slope 1:12 (8.33%)
(per A.D.A. requirements). Maximum cross slope 1:50
(2,00%)
t� New landscape area — provide sod and 3" topsoil — see
sheet L1.0 for additional information
is Slope grade from back of curb down to match the
existing grade @ property line.
17 Connect building down spouts to storm drainage system
1& 5' x 5' concrete pad
19 Slope end of curb 4:1
20 Stop Sign — see detail 26/C1.A
21 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
25 Remove existing curb, gutter, pavement, sidewalk and
back fill per local & state D.O.T. requirements
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
Contractor's expense by a Registered Land Surveyor,
2. Proof Roll Building and all parking areas. Notify AutoZone Inc. of any
unacceptable areas.
3. Building dimensions shown on the Civil Engineering Plans are for reference
purposes only, Contractor shall use the Architectural and Structural Plans for
exact Building dimensions.
4. All 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-woy
shall conform to all municipal and/or State specifications and requirements.
6. All disturbance incurred to any adjoining property due to construction or
demolition shall be restored to the previous condition or better, and to the
satisfaction of the City or State Authority.
7. The Contractor shall provide As -Built records of all construction (including
underground utilities) to AutoZone Inc. at the end of construction.
PAVEMENT LEGEND
CONCRETE PAVING - SEE DETAIL 4/CI-A
(ALTERNATE BID) ASPHALT PAVING - SEE DETAIL 5/C1.A
a. CONCRETE PAVING - SEE DETAIL 4/C1.A
NCDOT ROADWAY PAVEMENT - SEE DETAIL 5/C1.A
0 15 30
GRAPHIC SCALE: 1 INCH = 30 FEET
TRIANGLE
SITE DESIGN
CONSULTANT. -
TRIANGLE SITE DESIGN, PLLC
4006 BARRETT DR, STE 203
RALEIGH, NC 27609
[phone]
LICENSE #P-0619
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SEAL
24434
1.23-12 •
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PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
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OWNER/DEVET_OPER:
AUTOZONE DEVELOPMENT CORP.
ATM. WADE DAVIS
123 S. FRONT STREET
3RD FLOOR
MEMPHIS, TN 38103-2107
PHONE [phone]
FAX [phone]
wade.davis UtO2one.Com
For Md&q & Conftbr Infwnaft Connect
F.W. W* Plan Doom Tel: [phone]
REVISIONS.
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE JANUARY 23, 2012
JOB NUMBER: 010028
TITLE:
COMMENTS:
SITE PLAN
C 1.0
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