SW3130301_APPROVED PLANS_20130307

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
e��3(�3�Q1
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
�l'�JII�iD%
YYYYMMDD

ROAD
DEVELOPMENT
DEVELOPMENT NAME:
STREET ADDRESS:
PROPERTY IDENTIFICATION # (PIN)
ZONING DISTRICT(S):
OVERLAY DISTRICT:
TOTAL SITE ACRES:
INSIDE TOWN LIMITS:
EXISTING USE:
PROPOSED BUILDING USE:
PROPOSED TOTAL BUILDING AREA:
MAX. BUILDING HEIGHT:
MIN LOT AREA:
MIN LOT WIDTH:
BUILDING SETBACKS
FRONT:
SIDE (STREET):
SIDE (YARD):
REAR:
ADVANCE AUTO PARTS
US HIGHWAY 52
ROCKWELL, NORTH CAROLINA
ROWAN COUNTY
357AO64A & 3578168
B-3 & R-1
NONE
97,170 SF TOTAL — 18,785 SF R/W DEDICATION = 78,385 SF NET (1.799 AC)
YES
SINGLE FAMILY RESIDENTIAL
RETAIL SALES
6,895 SF
OF
Y0001
-... - rA�= It
0
8620 US Highway 52
Rockwell
Rowan County
North Carolina
TENANT & DEVELOPER
Advance Auto Parts
Primax Properties, LLC
HOO E. Morehead Street
Charlotte, NC 28204
704-954--7224
asellner@primaxT),-.r)perties.com
PRIl��Cf^
PROPERTIFC, LLC
CIG'IL ENGINEER
Triangle Site Design, PLLC
4000 Barrett Drive
Suite 203
Raleigh, NC 27609
(919) 553--0570
[e-mail]
NC LICENSE#P-0619
TRIANGLE
SITE DESIGN
ICI
Know what's below.
Call before you dig.
BEFOZE YM ore
STOP
CALL } 600 632-49A9
N.C. ONE -CALL CENU
IT'S THE LAW
VICINITY MAP
NOT TO SCALE
SHEET # � DESCRIPTION
I CS I COVER SHEET I
C-1
SITE
PLAN
C-2
SITE
DETAILS
C-3
SITE
DETAILS
C-4 I DEMOLITION PLAN
C-5 GRADING & DRAINAGE PLAN
C—E SEDIMENTATION & EROSION CONTROL PLAN
C-7 EROSION CONTROL DETAILS DETAILS
r-Q STORMWATER MANAGEMENT DETAILS
U-1 UTILITY PLAN
L—I LANDSCAPE PLAN
REVISIONS
, 3/1/13 REVISED PER A100T RENEW
NO. I DATE I DESCRIPTION
This document, together with the concepts and designs
presented herein, as an instrument of services, is intended
oily for the specific purpose and client for which it was
p,epared. Reuse of and improper reliance on this
document without written authorization and adaptation by
Triangle Site Design, PLLC shall be without liability to
Triangle Site Design, PLLC.
SHEET: C S
DATE:
February 5, 2013
SEAL:
required by 11'a ,tOti7lWat f ;,rr ^It. Noiill Car0lim m
rialei: r04L ir,4 th.a', lba stormw t.,r Systern vasi ��r
irEtip =;? dtlrir,g construction; cer,:'y r;nl'n wiIT1 i
3r, :jSpecs; and certify
toes.
JOB NUMBER:
000024
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PROPOSED --351
1.8429 PAVEMENT / R+
20 SIGN 11
/
1 RIGHT-OF-WAY NCDOT PAVEMENT SECTION R56' /
DEDICATION
2 4 EXISTING
1
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15
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y// MANAGEMENT
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N 86'45'49)- "m 207.38'
N�86�'45 ,35�4V � N 86'40'47W � ------ -- /
ROCKWEL PARK _
BOOK OF MAPS PAGE 1094
z OT 115 `
N 0.361 ACRES f -
EXISTING STREAM
� TOP OF BANK ' ,
cn d, BOO -RETENTION
POND OUTLET
7# SPILLWAY
DARRELL DEAL I
DR 730-869
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00 S
#6 REBAR ' / i
%4" PIPE PAMELA / DEAL
DEVELOPMENT DATA I DR 107E-505
STREET ADDRESS: US HWY 52
Course
Bearing
Distance
L1
N 8640'47 W
31.26
L2
N 86-40'47' W
1.58
L3
S lO'46'15" E
49.13
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I PROPOSED
I 1 RIGHT-OF-WAY
I DEDICATION
(18,785SF (0.43AC))
I
I EXISTING EDGE
OF PAVEMENT
MATCH 1 }
I I EXISTING
PAVEMENT
NO LEFT TURN - J +
MUTCD R3-2
STORMWATER
BIO-RETENTION POND
MATCH EXISTING- -- --
PAVEMENT _ J■"
#4 REBAR
� � ON LINE
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T CONCRETE MONOLITHIC
ISLAND PER NCDOT
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PAVEMENT MARKING SCHEDULE
® 4" WHITE EDGE LINE
NCDOT STD DETAIL 1205.01
® 4' DOUBLE YELLOW CENTERLINE
NCDOT STD DETAIL 1205.01
4" YELLOW LANE LINE
NCDOT STD DETAIL 1205.01
OD WHITE TARN LANE ARROW
NCDOT STD DETAIL 1205.08
O 8" YELLOW DIAGONAL LINES
NCDOT STD DETAIL 1205.09
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I PROPOSED
I 1 RIGHT-OF-WAY
I DEDICATION
(18,785SF (0.43AC))
I
I EXISTING EDGE
OF PAVEMENT
MATCH 1 }
I I EXISTING
PAVEMENT
NO LEFT TURN - J +
MUTCD R3-2
STORMWATER
BIO-RETENTION POND
MATCH EXISTING- -- --
PAVEMENT _ J■"
#4 REBAR
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PAVEMENT MARKING SCHEDULE
® 4" WHITE EDGE LINE
NCDOT STD DETAIL 1205.01
® 4' DOUBLE YELLOW CENTERLINE
NCDOT STD DETAIL 1205.01
4" YELLOW LANE LINE
NCDOT STD DETAIL 1205.01
OD WHITE TARN LANE ARROW
NCDOT STD DETAIL 1205.08
O 8" YELLOW DIAGONAL LINES
NCDOT STD DETAIL 1205.09
r
FQ
2' MINI -SKIP LINES -- - - - - - -
NCDOT STD DETAIL 1205.01
©
YELLOW SKIP CENTER LINES - -- -- - --
NCDOT STD DETAIL 1205.01
STOP BAR■
NCDOT STD DETAIL 1205.01
ALL PERMANENT PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER NCDOT REOUIREM
CONTRACTOR TO INSTALL MARKINGS PER NCDOT STANDARD MANUALS AND LOCATIONS TO BE
COORDINATED WITH THESE DEPARTMENTS PRIOR TO FINAL INSTALLATION.
TRAFFIC CONTROL NOTES:
THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTAMN (NCDOT) MUST BE
NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH THE
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND WITH THE CURRENT EDITION OF THE
NCDOT STANDARDS AND SPECIFICATIONS.
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6:00 AM TO 9:00 AM AND FROM
4:00 PM TO 6:00 PM. A MINIMUM OF ONE 12-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES.
ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING CONSTRUCTION ARE TO BE REINSTALLED
AS SOON AS POSSIBLE.
DURING NON -WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF WAY
LINE AS POSSIBLE AND BE PROPERLY BARRICADED IN ORDER TO PREVENT ANY EQUIPMENT
OBSTRUCTION WITHIN THE TRAVEL LANE.
ALL CONTRACTORS DOING WORK WITHIN STATE R09 OF WAY ARE TO HAVE A COPY OF THESE
PLANS ON THE JOB SITE,
WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE, THE CONTRACTOR
SIUALL CLOSE THE OPEN TRAVEL. LANE ADJACENT TO THE WORK AREA USING APPROPRIATE TRAFFIC
CONTROL MEANS AND METHODS UNLESS WORK IN THAT AREA IS PROTECTED BY BARRIER OR
GUARDRAIL
THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL WAY
WITHIN THE SAME LOCATION ON A 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 LANE CLOSURE.
THE CONTRACTOR SHALL BACKFILL AT 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS A DROP-OFF OF MORE THAN
3'.
WHEN BACKFILL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER.
THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF IRA = SHALL BE 2".
WHEN LANE CLOSURES ARE NOT IN EFFECT, CHANNEUZING DEVICES IN WORK AREAS SHALL BE
SPACED NO GREATER THAN TWICE THE POSTED SPEED UMIT, EXCEPT 10' ON -CENTER IN RADA,
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).
SITE DATA
SITE AREA
97,170 SF TOTAL - 18,785 SF R/W
DEDICATION = 78,385 SF NET
1.799 ACRE(S) (NET)
BUILDING 6,895
SF
0.158 ACRE(S)
8.8 % OF TOTAL AREA
PAVEMENT 20,593
SF
0.473 ACRE(S)
26.3 % OF TOTAL AREA
SIDEWALK 589
SF
0.014 ACRE(S)
0.8 % OF TOTAL AREA
TOTAL IMPERVIOUS AREA 28,077
SF
0,645 ACRE(S)
35.8 % OF TOTAL AREA
GREEN/OPEN SPACE 50,308
SF
1.154 ACRE(S)
64.2 % OF TOTAL AREA
BUILDING SETBACKS
REQUIRED
PROVIDED
FRONT
0 FT.
116 FT.
REAR
0 FT.
47 FT.
SIDE (WILCOY ROAD PROPERTY LINE)
0 FT.
88 FT.
SIDE (SOUTHERN PROPERTY LINE)
0 FF.
55 FT,
MAXIMUM BUILDING HEIGHT
35 FT.
(1/300 SF GROSS FLOOR AREA (6,895 SIT QM
PARKING PROVIDED REQUiREp PROVI ED
REGULAR 21 SPACES 30 SPACES
HANDICAP 2 SPACES 2 SPACES
TOTAL 23 SPACES 32 SPACES
PARKING SPACE DIMENSIONAL REQUIREMENTS: 9'xl8' MIN
LOADING SPACE REQUIREMENTS: 1 SPACE (12'05' MIN)
>1 1 }
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BLACK LEGEND ON R4-7
WHITE BACKGROUND "KEEP RIGHT"
R3-2
"NO LEFT TURN` 30"
SIGN (W/ARROW)
r+6
0
STANDARD RED AND WHITE SIGN
R5-1
SITE ARCHITECTURAL KEY NOTES:
Oj 6' HIGH TREATED WOOD DUMPSTER SCREEN. PAINT TO MATCH THE BUILDING. REFER TO DETAILS SHEET C2.
OINSTALL NEW 6" THICK CONCRETE LOADING PAD OF 4000 PSI BROOM FINISHED CONCRETE WITH 6"x6"x 1/8" wwF STEEL
REINFORCEMENT. SLOPE AWAY FROM BUILDING FOR POSITIVE DRAINAGE. REFER TO DETAIL 1/C2.
OASPHALT PAVEMENT PARKING LINES 4' WIDE PAINTED WHITE WITH TWO (2) COATS OF SHERWIN WILLIAMS "HOTLINE" FAST DRYING
TRAFFIC MARKING PAINT. HANDICAP PARKING & HANDICAP SYMBOL TO BE PAINTED COLOR & SIZE AS REQUIRED BY THE
GOVERNING ACCESSIBILITY CODE. CONCRETE PAVEMENT PARKING LINES FOR ACCESSIBLE; SPACES SHALL BE THE SAME AS ABOVE
EXCEPT USE BLUE OR YELLOW PAINT. REFER TO DETAILS 1/C3 AND 2/C3 FOR ADDITIONAL INFORMATION.
OCONSTRUCT 6" HIGH CONC. CURB & GUTTER CONTINUOUS AROUND SITE. BACKFILL TO TOP OF CURB. REFER TO DETAIL 3/C2.
PROVIDE CATCH & SPILL WHERE APPLICABLE.
< ANCHOR DOWN CONCRETE WHEEL STOPS 42" FROM FACE OF BUILDING- REFER TO DETAIL 8/C2.
ANCHOR DOWN CONCRETE WHEEL STOPS 30' FROM FACE OF CONCRETE WALK/SIDEWALK. REFER TO DETAIL 8/C2.
OPROVIDE HANDICAP RAMP WHEN PAVING IS NOT FLUSH WITH ENTRY SIDEWALK PER FEDERAL & LOCAL ACCESSIBILITY
REQUIREMENTS. REFER TO DETAILS ON SHEET C3.
OCONCRETE APRON IS TO BE BROOM FINISHED 6' THICK WITH 6%6"x1/8' WWF STEEL REINFORCEMENT. CONCRETE TO BE A
4000E MIX; DO NOT USE SLAG OR FLY ASH AS CEMENTITIOUS MATERIAL.
OHANDICAP PARKING SIGN FOR SPACES ADJACENT TO BUILDING ENTRANCE. REFER TO DETAIL 5/C3.
10 NEW BROOM FINISHED CONCRETE SIDEWALK SLOPED AWAY FROM BUILDING Ye"/FT. FOR POSITIVE DRAINAGE.
11 ROAD PYLON SIGN FURNISHED & INSTALLED BY ADVANCE AUTO PARTS- REFER TO SHEET SL1 FOR ELECTRICAL REQUIREMENTS.
VERIFY LOCATION WITH AAP AND SIGN INSTALLER. REFER TO DETAIL ON SHEET C3.
-PYLON FOUNDATION, BOLTS AND PLATES TO BE INSTALLED BY G.C., PYLON SIGN FOUNDATION TO BE ENGINEERED TO BE
SITE SPECIFIC AND FOR PYLON SIZE.
--IF MONUMENT SIGN IS REQUIRED, GC TO CONSULT WITH ADVANCE AUTO PARTS' SIGN COORDINATOR AND ARCHITECTURAL
DESIGNER FOR DETAILS. GC IS TO PROVIDE AND INSTALL MONUMENT BASE AND RELATED ELECTRICAL.
ASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS.
© STANDARD DUTY PAVEMENT
HEAVY DUTY PAVEMENT
NCDOT PAVEMENT SECTOIN
13 LANDSCAPING - AREA OF NEW SOD.
14 CONCRETE CURB, REFER TO DETAIL 7/C2 FOR ADDITIONAL INFORMATION.
PROVIDE BOLLARDS AT ALL EXTERIOR MOUNTED METERING DEVICES. (GAS, WATER, ELECTRIC) MIN. (2) TWO AS REQUIRED.
16 SEEDED AREA
1� SITE LIGHT
O PROPOSED PARKING COUNT
SITE GENERAL NOTES:
1. A 'COMING SOON' SIGN MUST BE INSTALLED AS SOON AS POSSIBLE BEFORE CONSTRUCTION AND MUST BE REMOVED DURING THE WEEK OF STORE MERCHANDISING.
REFER TO DETAIL 8/C2.
2. THE CONTRACTOR IS TO STAKE THE LOCATION OF THE PYLON SIGN AND NOTIFY ADVANCE AUTO PARTS CONSTRUCTION PROJECT MANAGER FOR THE EARLIEST
POSSIBLE INSTALLATION DATE.
1 PARKING LOT GRADING SHALL NOT EXCEED 5X MAX. CROSS SLOPE,
4. PARKING SPACES ARE TO BE 10' X 20' UNLESS OTHERWISE NOTED.
5. ALL ABANDONED ENTRANCES/E)ITFS ARE TO BE REMOVED.
6. Tff DEVELOPER/CONFRACTOR IS RESPONSIBLE FOR SETUP AND COSTS OF ALL TEMPORARY UTILITY SERVICES (INCLUDING TEMPORAR'( POWER) UNTIL 114E PROJECT IS
TURNED OVER TO AND ACCEPTED BY ADVANCE AUTO PARTS.
7. THE CONTRACTOR IS TO PRESSURE WASH ALL PAVED AREAS AND SIDEWALKS THE MORNING PRIOR TO STORE OPENING.
8. THE CONTRACTOR SHALL FURNISH AND INSTALL A MAILBOX ON SITE THE MAILBOX TYPE, LOCATION, AND INSTALLATION SHALL COMPLY WITH THE LOCAL U.S. POST
OFFICE REQUIREMENIS. VERIFY REQUIREMENTS PRIOR TO PURCHASE AND ROUGH -IN.
9. BASE OF PARKING LOT LIGHT POLES SHALL REMAIN UNPAINTED.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SIGNED AND SEALED CERTIFICATION THAT PARKING LOT MEETS REQUIREMENTS SET FORTH IN THE
CONSTRUCTION DOCUMENTS.
LANDSCAPING NOTES:
1_ CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL REQUIRED LANDSCAPING AND IRRIGATION FOR THE ENTIRE SITE, TO INCLUDE BUT NOT LIMITED W.
SODDED AREAS, SHRUB BEDS, PARKING LOT ISLANDS, ROADSIDE SIGN BASE(S) AND MONUMENT PLANTERS.
2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING LANDSCAPING,
3. IRRIGATION CONTRACTOR SHALL BE EXPERIENCED IN IRRIGATION DESIGN AND INSTALLATION AND SHALL PROVIDE PROOF OF CERTIFICATION AS A 'CERTIFIED IRRIGATION
CONTRACFOR' ACCORDING TO THE IRRIGATION ASSOCIATION OF AMERICA. CONTRACTOR SHALL PROVIDE AN IRRIGATION SYSTEM INSTALLATION WITH 100% COVERAGE OF
DESIGNATED PLANING &US USING HEAD TO HEAD COVERAGE, MINIMIZING POSSIBLE OVERTHROW ONTO NON -POROUS SURFACES. IRRIGATION SYSTEM SHALL BE ZONED
AND TOED AS APPROPRIATE TO MEET PLANT MATERIAL AND LAWN AREA WATERING REQUIREMENTS- TIMER/CONTROL TO BE LOCATED INSIDE BUILDING NEAR ELECTRICAL �
PANEL.
4. IT IS THE RESPONSIBIUTY OF THE CONTRACTDR TO ESTABLISH A HEALTHY STAND OF GRASS ON ALL SEEDED AREAS.
5-IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE CONTRACTOR SHALL I TALL BLACK FABRIC WEED BLOCK LANDSCAPE MESH UNDER THE MULCH
TO PREVENT WEED GROWTH.
6. CONTRACTOR SHALL PROVIDE NATURAL TOPSOIL THAT IS FERTILE, FROM. WITHOUT MIXTURE OF SUBSOIL MATERIALS, AND OBTAINED FROM A WELL DRAINED,
AVAILABLE SITE. IT SHALL NOT CONTAIN SUBSTANCES WHICH MAY BE HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED AND FREE FROM CLAY, LUMPS,
STONES, ROOTS, PLANS, OR 51MILAR SUBSTANCES 1' OR MORE IN DIAMETER, DEBRIS, OR OTHER OBJECTS WHICH MIGHT BE A HINDRANCE TO PLANTING OPERATIONS.
TOPSOIL SHALL CONTAIN AT LEAST 4-6R ORGANIC MATTER BY WEIGHT AND HAVE A PH RANGE OF 5.5 TO 7.0 OR AS APPLICABLE TO THE REGION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF; (a) THIRTY (30) DAYS
FOLLOW THE PLANTING OF THE GRASS AND SHRUBS, OR (b) THE DATE THAT ADVANCE AUTO PARTS OPENS FOR BUSINESS TO THE PUBLIC, CONTRACTOR TO
WARWWTY ALL LANDSCAPING FOR A TOTAL OF 1 YEAR.
S. GDNERAL CONTRACTOR IS TTU CLEAN ENTIRE SITE OF ALL CONSTRUCTION DEBRIS AND RAKE All. GRASS AREAS. GRASS (SOD) TO BE LEVEL, ROLLED AND MOWABLE. o
9. PROMDE LANDSCAPE PLANS TO ADVANCE AUTO PARTS AND AS REQUIRED BY LOCAL JURISDICTION TO THE BLDG- DEPT. FOR REVIEW AND APPROVAL PRIOR TO START
OF MIDIbL
10. ALL LANDSCAPING, TRESS, SHRUBS, ETC, SHALL NOT INTERFERE WITH THE VISIBILITY OF AAP MONUMENT SIGNAGE
11, CONTRACTOR TO VERIFY QUANDTIES PRIOR TO COMMENCING WORK.
12. A.L PLANTING AREAS WITHIN PROPERTY BOUNDARY ARE TO BE WATERED WITH A FULL AUTOMATIC UNDERGROUND SPRINKLE SYSTEM WITH FREEZE GUARD. ALL
IRRICAAT10N COMPONENTS SHALL BE CONTAINED WITHIN THE BOUNDARY OF THE SITE. IRRIGATION TO PLANTING AREAS OUTSIDE OF THE PROPERTY BOUNDARY SHALL
GRIGaMTE FROM IRRIGATION HEADS WITHIN THE PROPERTY BOUNDARY. CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED IRRIGATOR WHO SHALL PROVIDE
DETAILED IRRIGATION DRAWINGS WITH SUPPORTING PRESSURE LOSS AND FLOW CALCULATIONS. THESE SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT AS SHOP
DRAWNGS FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK.
13. OPEN AREAS WITHIN PLANTING BEDS SHALL BE MULCHED WITH HARDWOOD ONLY. PINE STRAW OR EQUIVALENT IS NOT AN ACCEPTABLE MULCH
GENERAL NOTES:
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I. THE CONFRACTOR SHALL EMPLOY ALL. NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, FLAGMEN, ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC
SITE PLAN
AS REQUIRED BY TOWN OF ROCKWU., ROWAN COUNTY AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. REFER TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD), LATEST EDITION, FOR DETAILS OF TRAFFIC CONTROL STANDARDS AND DEVICES.
2. TILE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
DATE:
GROSS
3. APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION
TAM
2/5/13
BLDG. SM:
6,895 S.F.
BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
4. COOROINATE ALL CURB AND STREET GRADES IN INTERBECTTONS WITH INSPECTOR.
JOB #:
DI;ATMN BY:
CfLECK 13T
000024
MEL
EL
5. "-STANDARD !TENS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RLGHF-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE NORTH
V1LIL51DN @Z-06
CAROLINA
CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
FMW
ALL i1 DATA ANDD HNO NP1AN5, SPBClE1CAT10NS ODS AND OMDDCITIWNT5.
& ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO
THE OUTSIDE FACE OF THE STRUCTURE,
INCLUDING All DOCUIUM ON KBMRONIC
7. VOS1fNG SITE CONDITIONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY PREPARED BY DEDMON & ASSOCIATES.
VED19, 1`11PARIED BY THIS DESIGN
PROFESSIONAL AS IN319RUNIENIS OF S6IIYICI
SHALL REMIN THE PROPERTY OF THE
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LAMEST EDITION OF THE N" CAROM DEPARTMENT OF TRANSPORTATION 'STANDARD DETAILS AND
DESIGN PROFESSIONAL DISSEMMIION MAY
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' AND APPLICABLE TOWN OF ROCKWELL & ROAN COUNTY CODES AND ORDINANCES. THE CONTRACTOR
90T BE MADE IIIIBOUT:• PMOR CONSI$rl' OF
SHALL MAINTAIN A CURRENT EDITION OF THE STATE AND LOCAL CODES, ORDINANCES, STANDARD SPECIFICATION AND STANDARD DETAILS ON THE PROJECT SITE FOR
THS DIOGR PROFESSIONAL ALL COMMON
LAII RIGHTS OF COPYRIGHT AND OTT,
REFE104CE DURING CONSTRUCTION OF THE PROJECT.
ARE HERBY SPECHYCALIY RESIGNED.
9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF omsTRUCTTON. THE CONTRACTOR SHALL 13E RESPONSIBLE FOR ALL FIELD
DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY.
CONTRACTOR SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING WITH WORK.
+* i •����
10. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONSC
FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY.
++""
A RoNS
+++ .......
4 SS`0%+:
11. THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF
�• OF
�:
TRANSPORTATION STANDARD SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT.
CL
SEAL =
12. THE CONTRACTOR SHALT REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR, HIS
24434 4
SUBCONTRACTORS OR SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.
3
13. ALL PAVEMENT JOINTS SHALL BE SAWCUT PRIOR TO PAYING TO PROVIDE A DURABLE AND UNIFORM JOINT.
����, 0%4,01
CONTRACTOR
��.
14. SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF TRUCK DOCKS, EXIT DOORS, SIDEWALKS, PRECISE BUILDING
+++
+
DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
��fir,
15, ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SNGNAGE SHALT. CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' OR AS OTHERWISE SPECIFIED.
ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVKX:S'. ALL NEW SIGNS SHALL BE MOUNTED ON
GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
16. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER LOCAL_ MUNKDPALITY AND ADA STANDARDS AT ALL DINE AND BUILDING LOCATIONS AS REQUIRED,
17, THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION_ AT LEAST 48 HOURS PRIOR TO ANY
DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE CITY OF SALISBURY PUBLIC UTILITIES DEPARTMENTS FOR PROPER
IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE.
18. PROOF RILL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER/ADVANCE AUTO PARTS OF ANY UNACCEPTABLE AREAS.
C-t
19, THE CONTRACTOR SHALL. PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES AND STORM DRAINAGE) TO OWNER/ADVANCE
AUTO PARTS PRIOR TO COMPLETION OF CONSTRUCTION
AAP - ROCI(T11ELL, NC
-j'r'I� __ - ­1­T R "l - ! TT- _T Zi
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CONCRETE WASH DOME PROVIDE
1. GENERAL_ CONCRETE NOTES:
11'-4 3/8' SMOOTH, O ND SURFACE
RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED PORRAND CEMENT
CONCRETE PAVING ON A PREPARED SUBGRADE. THE UTILITIES AND OTHER
i�' GAP BETWEEN BD'S. �: SET BOLLARD INTO C01MCRf1E
ITEMS IN AND BENEATH THE MU PROPERLY COORDINATED WITH
FOOTER AS SHOWN. POUR
THE CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. THE WORK TO
TYPICAL WOOD POST CONCRETE SIDEWALK TO BOLLARD.
SION, LABOR,
MAi>,� DONEINCLUDE THE FURNISHING OF SAARY�F�THE
1 x6 TREATED WD.
EQUIPMENT AND INC DENTALS NECCESSPROPOSED
FENCE, PRIMED AND
RIGIDPAVEMENT IN ACCORDANCE WITH THE APPROVED
BLACK &WHITE CHECKERED FLAG
AND SPECIFICATIONS.
PAINTED TO MATCH 4' PIPE - CONCRETE FILLED.
BLDG. YELLOW BAR REFER TO PLANS FOR SIZE AND
2. CONCRETE STRENGTH REQUIRED:
LOCATION. PAINT OSHA SAFETY
a
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000
(PCI) PSI AT 28 DAYS. CONFORMANCE TO STRE14GTH REQUIREMENTS SHALL
2x4 NAILEI2S �
BE DETERMINED BY ACI STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3
BRACING AS SHOWN RED V
AND 4.8.3.
BACKGROUND SLOPE SURFACE AWAY FROM PIPE TO 1/2'
HIDDEN PRE -MOLDED EXPANSIONJOINT (TYP.)YELLOW
LETTERS
o l*
•
ASHPHALT (OR) CONC. PAVING
v
u
I
u
ui
a
STEEL POSTS AT CORNER AND
AMEDIATE LOCATIONS (TYP. OF
DUMPSTER FENCE ELEVATION (REAR)
NOT TO SCALE
11'-2 3/8'
A' GAP BETWEEN BD'S.
1 x6 TREATED WD.
FENCE, PRIMED AND
PAINTED TO MATCH
13 DUMPSTER FENCE ELEVATION (SIDE
—2 NOT TO SCALE
10'-10 1/2"
1/2'
1 1
1 PAIR CANE BOLTS, REFER
HARDWARE SCHEDULE SHEET
A2 FOR ADDmON&
INFORMATION
DUMPSTER GATE ELEVATION
NOT TO SCALE
6" DIA, CONC. FILLED
STEEL. POST.
4x4 STEEL POSTS AT
CORNER AND
INTERMEDIATE LOCATIONS
(TYP. OF 7)
62'-0' 6"
I
3' RAD.
6" 12'
COMPACTED SUBGRADE
*NOTE: 1. ALL CONCRETE TO BE 3,600 PSI IN 28 DAYS.
CONCRETE FLUME
�-2NOT TO SCALE
1 x6 TREATED WD. FENCE,
PRIMED AND PAINTED TO
MATCH BLDG.
6" DA. CONC. FILLED
STEEL POST.
20 TREATED WD. DOOR
FRAMING / BRACING AS
SHOWN (HIDDEN)
GATE HINGE ANCHORED
TO POSTS AND
FASTENED TO DOOR
BRACE. REFER TO HDWE.
SCHED. FOR ADD'L
INFORMATION
PLAN VIEW
KEY TO SIGNAGE DETAILS
1. CONTRACTOR IS TO PROVIDE TWO (2) 5/8" EXTERIOR GRADE PLYWOOD SIGNS FOR ADVANCE AUTO PARTS COMING SOON SIGNS ON 4" X 4' WOOD POSTS AT 90 DEGREE
ANGLE. INSTALLATION OF SIGN IS TO OCCUR PRIOR TO START OF CONSTRUCTION OF BUILDING. IMPORTANT: CONTACT THE SIGN MANAGER AT ADVANCE AUTO PARTS FOR A
PHOTOGRAPH OF ACCEPTABLE SIGN.
2. 1: SIGN MUST BE INSTALLED AS SOON AS POSSIBLE BEFORE CONSTRUCTION AND MUST BE REMOVED DURING THE WEEK OF MERCHANDISING.
3. NOTE. THE USE OF PREFABRICATED 4' X 8' VINYL SIGN TO ACT AS AN ALTERNATIVE TO THE PLYWOOD SIGN WILL BE PERMITTED ONLY IF THE VINYL IS STRETCHED/PULLED TIGHT
ON A PLYWOOD BACKING TO PREVENT ANY SLACK.
4. SPECIFICATIONS:
RED BACKGROUND = RED TO MATCH PMS J485C/WHITE COPY = GREGORY 16550 PREMIUM WHITE OR WHITE VINYL/YELLOW
COPY = YELLOW 12037 VINYL TO MATCH PMS JIDBC/CHECKERED LOGO = BLACK AND WHITE
SIGNAGE DETAILS
NOT TO SCALE
f0 WELDED STEEL TUBE FIiWNG,
ANCHOR WITH 3/8'4 GALVANIZED
CARRIAGE BOLT WITH LOCK WASHER
018" O.C. (TYP.)
20' TREATED
13 WOOD NAILER
1x6' TREATED DOG
C2 EAR WOOD FENCING
-- 1% SLOPE
W O
14
ti/ L
C2
N 4"
4" CONCRETE TILLED
BOLLARDS (TYP. OF 2)
EQ, EQ.
1O'-7 7/8" (POST CENTER)
11'-2 3/8' (FINISHED)
23' - 6" (MIN)
l0 TYPICAL PAD LAYOUT
C-2 I NOT TO SCALE
PLAN
30" TO FACE OF CURB OR SIDEWALK
42" TO FACE OF BUILDING
CONTRACTOR TO COORDINATE EXACT 8.
REBAR HOLE SIZES AND LOCATIONS
WITH WHEEL STOP MANUFACTURER.
3/4' - 1' DIA. HOLE
18' J3 REBAR. FILL
HOLE WITH SLURRY MIX
OF NON -SHRINK
GRIT AFTER REBAR
INSTALLATION. -
SECTION A -A
f� WHEEL STOP DETAIL
C-2 l NOT TO SCALE
I
11_�p
TYPICAL BOLLARD DETAIL
NOT TO SCALE
ol 2' 4 WELDED STEEL TUBE
6" DIA. STL CONC. FILLED FRAMING FOR GATES.
GATE POST Wr TEEL CAP. GATE HINGE - 180' INDUSTRIAL HINGE -
PRESSED STEEL WITH U-BOLTS TO ACCEPT
BOTH 6" AND 2' STEEL F'OS1'S OR APPROVED
EQUIVALENT
SECTION AT GATE POST
NOT TO SCALE
6"
CURB EDGE CONCRETE SIDEWALK
NOT TO SCALE
INSTALL A GROOVE 6"
FROM FACE OF
CONCRETE SIDEWALK
REFER TO DETAIL 11 /C2
CONCRETE APRON
g SIDEWALK DETAIL
-2 NOT TO SCALE
KEY TO TYPICAL PAVEMENT SECTION (STANDARD DUTY)
Q 2' ASPHALT SURFACE COURSE (NCDOT SF9.5-8)
0 6' GRADED AGGREGATE BASE (NCDOT AGGREGATE BASE COURSE)
O3 CLEAN FILL OR EXISTING SUBBASE MATERIAL FREE OF ORGANIC MATTER
< GRASS AREA
O SIDEWALK
a6 CURB AND GUTTER
v v
� PAVEMENT MATERIALS SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
PAVEMENT SECTION MUST MEET THE CRITERIA GIVEN IN THE SITE SOIL REPORT.
650 PSI CONCRETE W/6x6 W/2.14.1
WWF. (8 AT DUMPSTER/LOADING AREA)
O6" COMPACTED AGGREGATE BASE COURSE
(ABC)
1/4" PREMOLDED ASPHALT EXPANSION JOINT
O STRIP. SET 1/2' BELOW PAVEMENT TOP W
20'-0' O.C. MAXIMUM. PROVIDE A
GEOTECHNICAL FABRIC SUCH AS MIRAFI 140N,
OR EQUAL, BELOW ALL CONTROL JOINTS.
OCLEAN FILL OR EXISTING SUBBASE MATERIAL
FREE OF ORGANIC MATTER COMPACTED TO A
MINIMUM DENSITY OF 95% OF THE MODIFIED
PROCTOR DRY DENSITY.
i CONCRETE PAVEMENT SECTION
C-2 NOT TO SCALE - '
KEY TO TYPICAL PAVEMENT SECTION (HEAVY DUTY)
V 2' ASPHALT SURFACE COURSE (NCDDT SF9.5-B)
O 2' ASPHALT BASE COURSE (NCDOT 1-19.OB)
6" AGGREGATE BASE COURSE (NCDOT AGGREGATE BASE COURSE)
O CLEAN FILL OR EXISTING SUBBASE MATERIAL FREE OF ORGANIC MATTER
O5 SIDEWALK
O CURB AND GUTTER
< GRASS AREA
2 ASPHALT PAVEMENT SECTION
C-2 J NOT TO SCALE
BACKFTLL TO 3/4" BELOW THE TOP OF THE CURB.
r 12" 6'
ASPHALT PARKING LOT
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI IN 28. CONFIRM WITH
GEOGRAPHICAL LOCATION OF THIS PARTICULAR PROJECT.
CURB/GUTTER DETAIL
NOT TO SCALE
y
PRIMM..
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SITE DETAILS
DATE:
GROSS
2/5/13
BLDG. SIZE:
6,895 S.F.
JOB :
DRAWN BY:
CHECK BY
O00I124
TiEL
MEL
VERSDON Q2-06
ALL REPORTS, PLANS, SPIDFIQUONS, FRS
DATA AND NOTES AND 01W DOGUID M.
INCLUDING ALL DOCUIE M ON UNTRONIC
MEDIA, PWAM BY TBE DESIGN
PROFMKM L AS INSTRUIMM OF SERVICE
SHALL REMAIN THE PROPERTY OF THE
DESIGN PROMMONAL DlSS&MQtATION MAY
NOT RR MADE ■MIOOT PWR CONSENT OF
THE DESiGA1 PROFMONAL. ALL COIMON
LAM RiGRTB OF COMM AND DTIDMM
ARE NERR»YY SREClF7CAiLY R.
a�ytrrrrrt��
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SEAL
24434 L -
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GRADE
R/W
SITE ACCESSIBILITY DETAIL NOTES:
I.
REFER TO SITE PLAN FOR EXACT LOCATION OF HANDICAP PARKING, WALKWAYS AND
SIGNAGE
OPREFER TO ���
DETAIL YOD
OR
RA#Ps.
REQUIREMEVTS (TYP. F QTY.
2.
ALL WALKWAYS, RAMPS, AND HANDICAP PARKING SIGNAGE, ETC. SHALL MEET
\v/ p
APPROVED AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS AND LOCAL
6• �'� 8'-0'
•_ ..-..... 12 MAX.
ACCESSIBILITY CODE
�ciy � ....
3.
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE PARKING SPACES, BUT NOT LESS THAN
....... "Yp ' , . '.:.. LO UP UP
ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
1-1 REFLECTIVE ALUMINIUM 4.
ACCESSIBLE RAMPS
4.1.
17?
ALL CONCRETE BLE RAMPS (3000 IT)RU
®
'WARNING SURFACELSE' WITH SCREW DOWN DOMES PER ADA
*f ®
STANDARDS AND LOCAL ACCE55161LITY CODES}.
4.2.
s`O•
RAMPS ARE TO BE COLOR IMPREGNATED TO PROVIDE VISUAL CONTRAST (DARK
T
TO LIGHT) WITH ADJACENT CONCRETE SURFACES (MIN. 70% COLOR CONTRAST)
VANIZm 'U' CHANNEL POST F�� 0 CL 5.
FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACCESSIBILITY AISLE 5fW.L
o �
ly-0� .
NOT EXCEED 1:50 SLOPE IN ANY DIRECTION.
g STOP SIGN DETAIL
C-3 NOT TO SCALE
STEEL SUPPORT PIPE. -
SIZE TOD.
FULL FILLET WELD TO
BASE PLATE 1/4' MIN,
TBD
7 DETAIL AT PYLON SIGN BASE
C-3 NOT TO SCALE
�t
RIGHT OF WAY
EXISTING NORTHBOUND
PAVEMENT
(WIDTH VARIES)
Q
CV
STEEL BASE PLATE SIZE
TBD.
LEVELING NUTS. (4)
REQUIRED.
NON -SHRINK GROUT
PVC ELECTRICAL
CONDUIT BY G.C.
(4) 1 1/4' X 48' N ANCHOR
BOLTS PROVIDED TO G.C. BY SIGN
CONTRACTOR FULLY ASSEMBLED AND
READY FOR INSTALLATION PRIOR TO
SHIPPING
AUGURED PIER FOOTER 3000 PSL
CONCRETE. BY G.C. SIZE TBD.
Tian
INLINE HANDICAP RAMP DETAIL
NOT TO SCALE
N HOLES FOR 1 1/4'
BOLTS. (4) REQUIRED.
iPPORT PIPE. SIZE TOD.
DER ELEC. HOLE.
PIER FOOTER 300D
VE E BY G.C.
SIZE TlD.
1. G.C. TO SUPPLY ALL LABOR AND EXCAVATING EQUIPMENT.
2. G.C. RESPONSIBLE FOR ORDERING AND POURING CONCRETE.
3. G.C. RESPONSIBLE FOR CAWNG ALL NECESSARY INSPECTIONS.
4. G.C. TO SECURE PERMITS FOR SIGN FOUNDATION.
5, G.C. RESPONSIBLE FOR CONTACTING ALL NECESSARY UNDERGROUND LOCATORS.
6. G.C. RESPONSIBLE FOR STUBBING ELECTRICAL INTO FOUNDATION PRIOR TO POURING.
7. G.C. RESPONSIBLE FOR MEETING ALL CODES REQUIRED BY MUNICIPALITY.
8. SIGN CONTRACTOR TO PROVIDE ANCHOR BOLTS FULLY ASSE]IIBI.ED AND READY FOR
INSTAWATTON PF40R TO SHIPPING.
9, SIGN CONTRACTOR TO PROVIDE SDLED ENGINEERED FOUNDATION DRAWING.
PROPOSED R/W (40-T FROM CL)
1.5' MILL 2' INTO EXISTING
TRAVEL LANE. MILLED AREA TO
OF RESURFACED WITH FINAL
SURFACE OVERLAY.
EXISTING SOITHBOUND
PAVEMENT
(WIDTH VARIES)
US HIGHWAY 52 - TYPICAL SECTION
4_
ONCREI
ISLAND
2'-6'
(RIGHT TURN LANE -
WIDTH VARIES AT TAPER)
T H A
D
4' SHOULDER
® 1_/FT
SLOPE
r.
B
(� 6'
C
OA
2' S-9.58
NOTE
ALL PAVEMENT MATERIALS AND
O
3' 1-19.OB
CONSTRUCTION SHAD. BE IN
ACCORDOINCE WITH THE STANDARDS
SPECIFICATIONS
AND THE
O
10" AGGREGATE; BASE COURSE
BASEEPARARTMMENT
NORTH
OR 5-1 /2' B-25.O6
OF TRANSPORTATION.
O2'-6'
CURB AND GUTTER
SIDEWALK END DETAIL
NOT TO SCALE
1 1/2"-,jam 1.670" DOMES 0/C
� � I 10 POINTS 0 0.167' NOUN.
;U,
0.25" DLA
CTSK. HO
OOOOO
00000
0000
000
0 0
0 0
OGCO 0000 OOO
00 000 000
00000 O 00
00000 0
0 0 0 O
0 o
G 0 0
0
g
000
C0000 0
0000
O O O O O O O O O
o�
00000
G00�00000 000
WQ
OOo0000oc00000600©
®
O 000
C00000000 000
,
°Too
00 O
00 0000 00
r'
000
0c00o O
FL
a
0 0 oc ` 0 oao
000
O 000 r 0 000
1/2• 000
O� 000 0
1/8' DIA M.
DETAIL 1
FIELD LEVEL MICRO -TEXTURE
41 POINTS PER SQUARE INCH
�c 1/2"
tl�
FF
1/2'
TILE SECTION
TRUNCATED DOME LA= LOCATION
DETAIL 2
1.67' NOM. TYP. 1.67" NON.
2 1/2' SECTION A JA
BOSS AROUND PERIMETER
DETAIL 2 AND AT CENTER OF TILE
WARNING SURFACE TILE
NOT TO SCALE
,� s
W W
a °° 6'
mF6, 6"
2'
10'-0'
ENLARGED STRIPING LAYOUT
HANDICAP STRIPING PLAN
NOT TO SCALE
STANDARD STATE APPROVED
HANDICAPPED SK;NIGE INSTALLED
ON A METAL COLUMN AT THE
PROPER HOW REQUIRED.
�-- PROVIDE ADDITIONAL. SIGNAGE
BELOW THE K40CAPPED SIGN AS
REQUIRED PER REGULATIONS.
6' DIAMETER BOLLARD
z
BOLT SIGNS TO GALVANIZED METAL
0
PIPE COLUMN.
n CONCRETE; BOLLARD
PAINTED YELLOW
_A_AROUNNCONCRD PE SURROUND
.
CN
._r p-
,
P
MIN.
. MN
APPLY ARMOR -SEAL (PART NO.
ADA-S125) PERIMETER SM M AT
PERIMETER OF TILE AFTER INSTALLING
FASTENERS. TOOL SMOOTH TO BLEND
TILE EDGE WITH AWACENT SURFACE
10ICAP SYMUOL
(3' OR 5' HIGH) AS
REQUIRED.
VAN
ACCESSIBLE=
MUTCO
R7-IR
12'4'
RESERVED
PARKING
MUTCD
R7-e
12'x18"
MAXIMUM
PENALTY 12»x9'
$250
asso-sra
HANDICAP SIGNAGE
NOT TO SCALE
APPLY ARMOR -BOND (PART NO.
ADA-B125) STRUCTURAL ADHESIVE AT
PERIMETER AND THROUGH CENTER OF
TILE EACH WAY ON BOSSED AREAS
0.25' x 1.5' LG COLOR MATCHED-/
EXPANSION ANCHOR (PARE' NO.
SOUND -ON -CANE AMPLIFYING ADA-F406-•*)
SYSTEM TYPICAL THROUGHOUT 0.03"
x 0.875" DNA. TYP. 0 1.5'/1.75" DRILL 0.25' HOLE TO 3.5'
O/C OFFSET DEEP
MUM() NOTES:
VA
R7-F 1.
ALL LETTERS ARE 1 ` SERIES 'C' PER 2003 MUTCD.
[CCESSI:EBILE]
t2'W
2.
TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND
RESERVED `
BORDER.
PARKING
3.
FROM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
MUII`A
GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND
R7-8E
BORDER.
12'x18'
4.
FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
t�
GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND
BORDER.
MAXIMUM
CONTRAcTOU SHAD VERIFY FINE AMOUNT AND ORDINANCE NUMBER.
PENALTY .
$250
5.
ONE (1) SIGN REQUIRED FOR EACH ACCESSIBLE PARKING SPACE.
mso-s�.s
6.
INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION
24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
(MUTCD)
lfAN1XC�4P SIGN
7.
SIGN MAY BE MOUNTED ON BUIL.DfNG/WALL, AT PROPER HEIGHT, IF
ALIGNED WITHIN 12' OF CENTER OF PARKING SPACE.
.61
p
ulI.
4 4 L
INSTALLATION DETAIL
AT BLE PMMM
PRIl���C
PROPERTIES, LLC
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SITE DETAILS
DATE:
GROSS
2/5/13
BLDG. SIZE:
6,895 S.F.
JOB #:
DRAWN BY:
CHECK BY
000024
MEL
MERE.
VERSION Q2-06
ALL RLPOW, PLANS, SPEMCATIONS, FM
DATA AND NOTBS AND OnER DOCUMM,
INCLUDING AIL DOCDMEM ON ELECMOiIC
MIA, PRNIPARRD BY m DMGN
PROFFMONAL AS IIMTRUMEM OF Emma
SHALL ROM THE PR4P&R1'Y OF THE
DESIGN POFEMONAL. DISSUMTION MAY
NOT 8B MAD$ i m0w PH= CONma Of
= DE" PROFEMNAL. ALL COi=N
LA* RTGM OF COPYMHT AND OT1umwiR,
AliB II&EtE81f SP6CIFiCAidrY R8S&RVBD.
'aaaarrrrrrr
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.•'FESSIp•.•%.�
SEAL
24434
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AAP ROCKWtU, NC

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0 DEMOLITION NOTES:
SURVEY NOTES. 1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION.
\ 2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS DIRECTED BY THE
1. PROPERTY MAY BE SUBJECT TO RECORDED OR UNRECORDED RIGHTS OWNER
•. o I ! OF WAYS OR EASEMENTS NOT OBSERVED.
-�"--R/4r..._----R/p'-----R/�...'u.----RIw---`-�R/YI ,... ..�.-.'�-R 1 7�
- - - Rix - - - - - R/w - - - - - R/Y! - - - O R/tY - - _ - - R/w - - - 1 I ° 3. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED FOR DEMOLITION AND HAUL -OFF
t�� of - R/W 24 NV 5 8 j / 1 ! 2. OWNER TO VERIFY ALL SETBACKS AND ZONING REGULATIONS PRIOR FROM THE APPROPRIATE AUTHORITIES.
o jA/�l i�O Y/ ROAD
n ¢ / / ° , TO ANY PLANNING OR OR CONSTRUCTION.
SM MARY SEWER MH ° u_ Q �j► (" [� �j 1 jj (�J/��J1 1 / ° 1 I / 1 J ! 3. DIGITAL COPIES OF THIS FILE ARE FOR REFERENCE ONLY AND MAY 4. NE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMIT'S AS REWIRED PRIOR TO THE
RIM=775.72 f !_ r�Q' R W PER !1B 572"-!�V / I / // II ! BE USED
FOR DESIGN WORK ONLY IN CONJUNTION WITH ORIGINAL COMMENCEMENT OF DEMOLITION.
INW--770.62 O I ° 5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK, IT IS NOT INTENDED TO IDENTIFY EACH
lJ_ / / ` °� 1 £ 4. THIS PROPERTY IS NOT LOCATED IN A 100 YEAR ELEMENT OF DEM UTION OR RELOCATION_ CONTRACTOR SHALL COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY COMPANY
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11W=75310
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EDGE OF PAVEMENT
i \ SAN ' AN - SAN SAN SA>� /SAi� l I 1 it
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.STORM DRAINAGE I r I p f 0 { 1 1 1
EXISTING WELL rv.
RCP,TO REMAIN 759.59
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FLOOD PLAIN. FIRM MAP f3710567600J - ZONE X
EFFECTIVE DATE: 6-16-2009
5. THIS PROPERTY IS ZONED R-1 & B-3 TOWN OF ROCKWELL, NC
Know what's below.
Call before you dig.
"F4
BEFORE YOU DIG
STOP
CALL I ON 61 4H49
N.C. ONE -CALL CENTER
.. ' THE. LAW
PRIOR TO WORK,
6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSTTE IN A LAWFUL MANNER EXISTING BUILDINGS, INCLUDING
FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND AROUND THE PROPERTY INCLUDING BUT NOT UNITED TO BOLLARDS, GAS
METERS, AIR CONDITIONING UNITS, SIGNS, CURBS, SIDEWALKS, ELECTRIC METERS. FENCING, ETC.
7. REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS, LIGHT POLE BASES, DEBRIS AND
RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL.
8. REMOVE AID/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND TELEPHONE AS SHOWN. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES AND FOR
DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRM TO COMMENCING WORK,
9. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND PLUG ALL SERVICE
PIPING AT THE STREET LINE OR MAIN, AS REQUIRED, OR AS OTHERWISE NOTED. ALL SERVICES MAY NOT BE SHOWN ON THIS
PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING TO BE
REMOVED, CUT OR PLUGGED.
10, THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND REMOVAL AND/OR RELOCATION OF
OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE UTILITY COMPANY.
It. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO BEGINNING DEMOLITION WORK.
12, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE.
13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD SURFACE. FINISH SURFACE
TO BE REMOVED OR DEMOLISHED SHAH BE CUT ALONG LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED.
14. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT.
15. AIL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT
THE SOLE EXPENSE OF THE CONTRACTOR.
16, DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED
HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES.
INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION,
CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.
18. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR.
19. THE PROPERTY SELLER SHALL PUMP OUT BUILDING FUEL, GREASE TRAPS, AND WASTE OIL TANKS (IF ANY ARE ENCOUNTERED) AND
REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRIATELY LICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT
ACCORDANCE WITH FEDERAL AND STATE REQUIREMENTS BEFORE CONSTRUCTION BEGINS.
20. THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF OF THE SITE
Course
Bearing
Distance
Ll
I N 86'40 47" W
31.26
L2
N 86'40'47 W
1.58
L3
S 10`405" E
I 49.13
CAUTIONARY NOTE
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS DRAWING ARE BASED
ON ABOVE GROUND EVIDENCE OR INFORMATION GATHERED DURING THE FIELD SURVEY PORTION
OF THIS PROJECT. AS SUCH, THIS INFORMATION IS SPECULATIVE IN NATURE ONLY AND
SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND
UTILITIES FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF
THE UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START
OF ANY AND ALL CONSTRUCTION.
UTILITY STATEMENT
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION
AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND
UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED.
THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE
IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
DEMOLITION LEGEND
BUILDINGS TO BE REMOVED
UTILITIES TO BE REMOVED
TREES TO BE REMOVED
SURVEY NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC
INFORMATION TAKEN FROM A LAND SURVEY
PREPARED BY: DEDMON SURVEYORS
GRAPHIC SCALE
20 0 10 20 40
t INCH = 20 FEET
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BLDG. SIZE:
6,896 S.F.
JOB #:
DRAWN BY:
CHECK BY
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VERSION Q2-06
ALL REPORTS, PLANS, SPKIACA110KS. I=
DATA AND RMU AND MW DOCIAR M,
INCLUDING ALL DOCUIMM ON ELBCTRONIC
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AAP - ROCKWEU, NC

1 GRADING NOTES -
LIMITS OF 1 , ` 1-1t
DISTURBANCE
R--.- -- R/W-- --R/W-----R/R---�..._R/W-.--.- R/W-........... ,.-R o I l
_-- -_ R/W-----RJVI- -- -R/W - --- O� /M- - -R/W --- -R/W` _- -- 24•
" R/W 1 / t
GRADE TO DRAIN o ° KCOY ROAD 55 -18 RCP / o tf V 5 �j / 0 1,
TO EXISTING SANITARY SEWER MH o1� ® 3.6% / 1 t
ROAD DITCH RIM=775 72 60 R W PER DB 572-190 PIPE INLET / �� 1 / / 1
- 1 o
INV-770.62 °rf_ INV=763.0
SANITARY SEWER MH
j { I I I 1 a� O I I I j + y j 1 1 o RIM=762.20
INV=753.10
/ N 86'31'54E/
.�- / 1 I I 1 20810�J .. !° I I t 0`
74.95
1. REFER TO THE SITE PLAN FOR RELATED NOTES,
1 ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
4, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR
TO PROCEEDING.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING RUTIES THAT OCCUR DURING CONSTRUCTION.
6. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
7. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS.
8. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT
SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
9. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND.
10. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, 15 SUBJECT TO A FINE.
11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE.
EDGE of PAVEMENT
12 STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE'CONSTRUC'TION
° \ \ 5AN { \ SAIV SA A 5 / , ° SO { 1 tt SEQUENCE REQUIRES TT.
N SAN ` \ �\ 1 € I / �y / p N { 0 p 13. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 30 DAYS.
�11 _r_ ~ 14l{YI I\\�` IJ tl 1 14. EXISTING GRADES, CONTOURS, UTILITIES AND OTHER L'X15nNG FEATURES FROM SURVEY BY DEDMON SURVEYORS
1/L PIP (BENT) .4-
a Rf1Y ®stg w� ra ®R/Y➢�` ®zv`s s}r��•� R/Y! w o rr R/YY ® : a��p j� l l� ! s RfW R/W � R/w R/W M � R R/W it e R/W rem \ L'\ 0 1 111 4 11 ll1 I r \ 1 15. THE CONTRACTOR SHALL INCLUDE 1N THE CONTRACT PRICE ANY DEWATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS.
~ ~ 1. 97� ACf - 1 I { } ti I PIPE INLET I I ��� -1 7fig.6(�C)i / �4'iQC � l 16. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE, AND
1 1 DR 42-351 } 1 I 770.3(TC) INV=765.0 l I ! I I / / 769.1 {GT� IN 75 \ I 1 �� 11
f I I( / L I I 0 xi LOCAL_ REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILTY FOR THE DESIGN(S) TO INSTALL SAID
LIMITS OF 1 769.8 GT I 4 / ITEMS.
1 f ^ 771.2(TC) } } ` I ( f i I t SANITARY SEWER MH
DISTURBANCE ,. } I = 770 TC '� RIM=761.61 17. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION, AND DIMENSIONS OF EXIT DOORS, RAMPS, BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
r 1 770.7(GT) } I 1 I () I I I !� S 1 t INV--753.61 ENTRANCE LOCATIONS.
770.4(TC) I l 769.7(GT) S I �, } LIMITS OF
} I ,� I i ! { I I t 1 18. ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES, TOPSOIL, AND ANY OTHER DELETERIOUS MATERIALS SHALL BE COMPLETELY REMOVED FROM WITHIN THE
\ { I 769.9(GT) l 1 i 4 s9L I i I II l I I 1 DISTUR ANCE 1 p BEARING ZONE BELOW THE STRUCTURE.
19_ ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE TO DETERMINE WHETHER UNSUITABLE MATERIAL MUST BE REMOVED. ALL UNDESIRABLE MATERIAL
SHALL BE REMOVED, BACKFILLED AND COMPACTED AS REQUIRED BY THE GEOTECHNICAL REPRESENTATIVE.
\\ F \\ 772 I } } + r I I+ I , i } tl 1 1 t 20. ALL CUT OR FILL SLOPES SHALT_ BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED OR DEPICTED.
1 1 1 �t
\ \ I \ I 769.6(TC) { I I I I I / 1 0 t 21. THE CONTRACTOR SHALL ADHERE TO ALL TERMS &CONDITIONS AS OUTLINED IN THE GENERAL N.P.p.ES PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
1769.1 Gr
770.1(TG) 1 ( �� 4 I Il I. * 22, CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH AT AND CONTINUOUS GRADE.
GRADE SWALE AT TOP I I \ i I + 769.6 GT I ti 1 I ! ` } � jz ! 0 23. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
1 I • () ti j j 1 II } 1 1 1 LIMITS OF
TF SLOPE TO MAINTAIN I I I \ l B-1 } l 1 I [•, L DISTURBANCE
POSITIVE DRAINAGE j �4 I 771.1(TC) \ I �• I I T l; i CATCH -BASIN j I III i ' 11} 1 O 1 24, ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC 1T3 ALL SLOPES 3H:1V OR SLEEPER.
} \ Q I RIM 768.9 II 1 I 25. CONSTRUCTION SHALL. COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
AWAY FROM SLOPE ! 1 cs I 1770.6(GT} I I I �! 1 t I I' 4� II �;, I
r } } INV=766,0 � I 1 � 111 I �
I/1CKIE CLONrz � � I} 4 1 I I I � I 11 "B_ " I l , 1 f_4 IIII� �� I I ,, ► 1 o f
D8 825-6 l 1 I l l i l + / / / I I I 1 II I s 1 1► t �`
p } ti 2:1 SLOPE � + II+ I } I 1 II ► , p c DRAINAGE NOTES:
CLEANOUT
1 / s� 1 I Il l� J N t I 0 � 1. A MINIMUM GRADE OF 0,50% SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTHERWISE NOTED.
RIM=770.9 1 + / / 1 �r }� 770.05(TP) II 1 1�•I III ! d I I a I 111 1 sle 1 t Z 2. PIPE LENGTHS AND SLOPES INDICATED ON THE PLANS ARE APPROXIMATE ONLY.
INV=766.4 I I + x l S \ \ II f € ` i 1 1 1 �O -' 3. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
8" ROOF DRAIN (TYP) A NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME.
770.15TP
I I I I 11 1 ( 1
770.5(TP) y ( ) I } • I I �� t 1 --iIVE
TS)
770.4{B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
770.
+ } I l l 0 t a'
I 1.1 I { I 1 1 1 E 1 l
2(TC) � � } cn "� C. EFFLUENT FROM DI:INATERINc OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT
769.7(GT) 1 I ADVERSELY AFFECT FLOWING STREAMS OR OFT' -SITE PROPERTY.
770.92(TP) 771.0(TP) / / / / `� / I j J ( �I I 1 ! w o I O t M& L,n D. MATERIAL USED FOR SACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
!.� >,�1 I ti � I I 1 / / ! _ j L �--• - �•-- - -- `fi -- r} I • t I w I � � }i t 1 � -, 1 � N
771.0(TS)�,5p, E. RESTABATJZAT1oN SHALT BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL REGULATIONS.
I _ } 7M.5(GR) / / 1 / / j I 1 € o I 1 I i yL ' 1 ot> F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
771.0(TS) L I ! I l ^ 1 I I t 1 I 1 1 t
I } r + I \ / t/ - I I 770.9(TS) } ! I �I I - l tl ► t �t 4. CATCH BASINS, MANHOLES, FRAMES, GRATES, ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS.
} 1 I 7�0.55�GR) / /a n \ { I 770.4(TP) + + j �•I I ` I } } 1 1 t t REFERENCE THE FOLLOWING STANDARD DETAILS:
1 I ! V ► I € I J:1 SL PE ° 840.02 - CONCRETE CATCH BASIN
96'--12"HDPE I i t 1 t 840.03 - FRAME, GRATES, AND HOOD FOR CATCH BASINS
I } I / I 4 \ / \ 1.04% ! I I 1 ! 11 ► 1 t 840.04 - CONCRETE OPEN THROAT CATCH BASIN
3:1 SLOPE } I ^ I I CATCH BASIN I! 1 j I I t 1 t t 840.14 - CONCRETE DROP INLET
1 1 I \ 1 FFE=771. ! I 1• J \ ° 840.16 - DROP INLET FRAME AND GRATES
►+ { � \ � 770.9(T5) � J RIM=768.9 j i I t
--\ I INV.IN-765.0 III I 1 1 840.31 - CONCRETE JUNCTION BOX
I } I 1 I t 770.4 TP - ~' 1 1 t
( ) } [ � ti ► I i 840.36 -- TRAFTTC BEARING GRATED DROP INLET
} \\\\ I INV.OUT=764.8 1 8.45 - PRECAST DRAINAGE
STRUCTUREYARD NEC ° -PRECAST MANHOLE
8"8.
52
RIM=769.0 ROOD IN=75 .1
838.80 -- PRECAST CONCRETE ENDWALL
INV=766.0 } i o J DRAIN ( TYP ) \ \ \ �9� / / 40'
-15"HDPE '� EI I I * �4 j �t
► \ \ \ 5. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD.
I I t r \\ 770.5(GR) / @ 0.50% I I j 0 t
1 1 j 1 770.5(GR) \ \\ , / / I ' V : 1 ! t 1
} / � j 6. STORM PIPE SHALL BE As FOLLOW UNLESS OTHERWISE NOTED:
II } ► I 1 ll \ \1 \ ® 78-3" 7 770.9(TS) 770.4(TC)
1 771.0(TS) l \ / 770.4 TP 769.9(GT) f f I 1 1 j t t TYPE 1: RCP, CLASS III PER ASTM 0-76, WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
I { { / / / / / ( ) C / / { �; € 1 1 { 1 o t TYPE 2: HIGH DENSITY POLYETHYLENE PIPE (HOPE) - A45HTO DESIGNATION M252 TYPE S, M294 TYPE S AND MP7-97 TYPE S, SMOOTH INTERIOR/ANNULAR EXTERIOR. ONLY PERMITTED WHEN
' } I I I / / I I i v 1 767.1(TC) �t SPECIFICALLY INDICATED ON THE CONSTRUCTION DRAMANGS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINES. PIPE JOINTS AND FITTINGS SHALL BE
50 -15 HOPE I ►r / / � / � _ - f 1 IA gql. � 766.6(GT) 1 t WATERTIGHT.
1.1%
/ 770 .l_ I I I � `n 1 1 0'�
/// / I lI 1 } tI 7. ALL STORM DRAINAGE WITHIN THE PUBLIC ROADS SHALL BE CLASS III REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED.
I I ► 1 I I } / / a -2" } $ I 1 i 767.1(TS) tltt 8. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE SILT AND DEBRIS.
SD CLEANOUT l 1 / I 1 e 1 1 1 766.6(GT) 1 ° t SAIIIITARY SEWER MH 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY
RIM=770.1 I 4 / _ 11 ' I I \ I RIM=765.93
► � / / \ A 1 1 ' TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
INV.IN=765.45 i x 130'-15"HDPE / I \ i\ I I 1 1 t INY 756.83
INV.OUT=765.25 } } I 0 0.50% o* 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
I li I I I jl / I j '8-4 \ .766.4(TP) I 1 I 1 I 1 tt 11. PRECAST STRUCTURES MAYBE US® AT CONTRACTORS OPTION.
r I l I 2:1 SLOPE
I I LIMITS OF / 3:1 SLOE 1 \ _ / \ I 1 p T 12. AI.L STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6` ABOVE FINISH
GRADE SWALE AT TOP 1 I I II / J�
I 1 { DISTURBANCE 1 GRADE. LIDS SHALL BE LABELED 'STORM SEWER'.
WELL I I j / JUNCTION BOXY � � �_ � �,�.- I I i �\ S II 1 1 1 P
OF SLOPE TO MAINTAIN I I I I I I LI I� WITH MANHOLE RIM / / \ \ �I 1 1 13. STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS NECESSARY.
POSITIVE DRAINAGE I I \ ! j r1 I t \ ♦ RIM=769.7 '�� 2 p .8 6 .UN0ERDRAINl ) 8 t / 1 °T 14. RIM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW UNE.
AWAY FROM SLOPE I { _ I _ 1.,. { I I j 1 I \ \ / 1� 15 INV=764.16
INV.OUT=764.4 J \� 2:1 SAPE FES 766.0(GT)
3 4" PIPE �� l 51.00' �1 �. ! 4 lJEBAR + I I \ \ \\ \ \\ { / -iNV=764.0
/ R4b 9'iy / R, I 4r1.85 \ \#5 REt I 76 - 15 HDPE
} N�`s' _ 207.38
6'4p'4 "ly
74'-24"HDPE / A L2
0 1.49% .� /� / l I �1 L' °i
/ / / / / / I I I � I �• � / �I � .,,, �. � I I i , 1 ,
/ / / / / I € f I � j I �. � _ / � • i �, / � �jf °a'' "SW-1 A T � � / 1 of
`PIPE INLET
/ / I + { j I RQCKWEI,C PARK INV 760.2 // /� i / 45
900ff CIF MATS PAGE 4094 � / / � 1 � 1 i I 1 °t
it I j / /� / STORMWATER AREA P I 1 t
14 Y
�361 0
6I0-RETENTION
SPILLWAY Jj // /\ VgL cgL ott
t
�j�lt
f
LEGEND:
TC.......... TOP OF CURB
GT..........
GUTTER FLOW LINE
TP...
....... TOP OF PAVEMENT
TS..........
TOP OF SIDEWALK
TW... ....... TOP OF WALL
BW..........
BOTTOM OF WALL
CB ..........
CATCH BASIN
GI ............ GRATE INLET
FES..........
FLARED END SECTION
YI....
...... YARD INLET
GR.......... GROUND
+.
.......... FLOW DIRECTION ARROW
#4 REBAR / Itl ti 1
ON LINE /
�
DARRtU DEAL k ,. / / / POINT 1 1 t t
D9 A30-869
} II I II [ I • / / // / J 1 „w 2pp 05' / / / BID -RETENTION POND
S 7� TOTAL / / / REFER TO SHEET
16 REBAR I € I I j'11 I / I I I _ C-8 FOR DETAILS
GRADE SWALE TO � � t
DRAIN OFF -SITE
I STORMWATER 1 RUNOFF AWAY FROM
I MANAGEMENT
PRI
EASEMENT \\ Blb-RETENTION POND // v II {' / 1 l} !t // 1 1 t
, PROPERTIES LLG
3/ " PrP11 r 111j 1. j \ PAMECA /.. DEAL / l 1 I 1 I t ` }
�' / I I I t t
j DB 1071-505 / / 1 I I { r T} t 1 1 d a d 40
I I ( } 1 ©
BEFORE YOU DIG D ® ' / / � �
o
V ,� I I� 1 it ti o
STOP
CALL 1 800 632-4949
N.C. ONE -CALL Cara
IT'SIT'S TH,� W Krow whays below.
Call before you dig.
Course
Bearing
Distance
L1
N 86'40'47° W
31.26
L2
N 86'40'47" W
1.58
L3
S 10'405 E
49,13
1 F
1 1 II 1� I tt , 11 GRAPHIC SCALE
1 ! I I t t FIRE GRANT 20 0 10 20 40 80
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GRADING &
DRAINAGE
PLAN
DATE: GROSS
BLDG. SIZE:
2/5/13 6,895 S.F.
,DOB #: I DRA11N BY:
BY
000024 1 1.
IfMMCK
blEt.
YBRSTON 92706
AU R1SPOM. PLANS, SIRMAnONS, FIM
DATA AND "M AIFD OTHER DOCCIiM.
WC[A = ALL DOCIIIIF;NTS ON 1HC19 MC
F!$DIA• PREPARED BY THE DESIGN
MF7L3 ??& AS RISlBOUI3 m OF SEM
SLUM amm MIS PROPM or M
DESIGN PROFESSIONAL 0080MAn N WY
NOT 6E NOR ffmou PRIOR COMM of
TITS DFSIGFI PROFESSIONAL. ALL COMM
TAW Rims OF COPYRIGHT AND orim SE,
AM ITIiMB7T SPHMCAUT RRSMM.
CARD �41
�.QFE55/�y
9
:
9`
4 :•ate
SEAL
= 24434
C-5
EW OF WATER UNE
I
rl1 41
�
t1,
C 1
1 INCH = 20 FEET
T T -`�
�- - -
.r
T 7- T' • . r-s!T�
�tj'�,��}, 1.
I I'�
��
W - ROCIO U, NC

_1.1a _.��.� --_�.. _�:��, _ ... ,.�,i .. .: i - -_•( .. s'. � s. ', il..�i:f { .0 ��� r.,: ..:1.'''is ���.i ii11
BMP elernent
Potential lem:
How I will remedkh the Eciblern
The entire 8MP
Trash/debris is present
Remove the trash/debris
e perimeter of the bio- nttan cell
Areas of bare soil and/or
Regrade the soil if 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
Maintain vegetation at a height
of approximately six inches.
e inletdevice: pipe, stone verge or
$wale
The pipe isUnclog
the pipe. Ispose of the
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged
Erosion is occurring in the
Regrade the Swale if necessary
Swale.
to smooth A over and provide
erosion control devices such as
reinforced turf matting or Hpmp
to avoid future problems with
erosion.
Stone verge is clogged or covered
in sediment
Remove sediment and clogged stone
and replace with clean stone.
e pretreatment area
Flow is bypassing pretreatment
area and/or gullies have formed
Re -grade K necessary to rouli aR
flow to the pretreament area.
Restabilize the area after grading.
Sediment as aecumu eel o a
depth greater than three inches
S-mrch for the source o
and remedy the problem if possible.
Remove the sediment and restobilize the
pretreatment area.
trosion as occu
additional erosion F5FAEEn
such as reinforced turf matting or
rip --rap if needed to prevent future
erosion problems.
Weeds are present.
Remove the weeds, erably by
hand.
e io-retention L
Vegetation
Best professionalpractices
show that pruning is needed
to maintain optimal plant
Prune o=rding to Wt
professional practices
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a
one-time fertilizer application to
establish the ground cover if a
soil test indicates it is n
Tree stakes wires are present six
months after planting.
Remove tree akes wi(which can
kill the tree if not removed)
The bio-retention cell:
Mulch is breaking down or has
Spot mulch N there are only random void
soils and mulch
floated away.
areas. Replace whole mulch layer N
necessary. Remove the remaining
mulch and replace with triple
shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are clogged
Determine the extend of the clogging.
with sediment
Remove and replace either just the
top layers or the entire media as needed.
Dispose of the spoil in an appropriate
off -site location. Use triple shredded
hard wood mulch at a maximum depth of
three inches. Search for the source
of the sedliment and remedy the
problem N possible.
An annual soil test shows that pH has
Dolomitic lime shell be applied as
dropped or heavy metals have accumulated
recommended per the soil test and
in the soil media
toxic soils shall be removed, disposed
of properly and replaced with new
Meriting material.
The underdrain system
Clogging has occurred.
Wash out the underdrain system
The drop inlet
Clogging has occured
Clean out the drop Wet 'spore of the
sediment off -site.
The drop inlet is damaged.
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
damage have occurred at the
outlet,
Contact the local NC Division of
Water Quality Regional OTfhce, or
the 401 Oversight Unit at
919-7 3--1786.
1 ]1i ► if Y l► 1 1 , 4 it C
ITEM
PERCENT BY WEIGHT
MATERIAL
SAND
87%
CONSTRUCTION SAND
FINES
8%
SILT
ORGANIC MATTER
5% _J
COMPOST/PEAT MOSS
PERMEABILITY
2 IN/HR
PHOSPHOROUS INDEX
RANGE BETWEEN 10 AND 30 (CONFIRM WITH SOIL ANALYSIS REPORT
FROM NCDA LAB)
GRASS SOD NOTE:
GRASS SOD SHALL BE EITHER "Rio BERMUDA GRASS OR CENTIPEDE THAT HAS BEEN GROWN IN A SOIL
THAT IS FREE OF AN IMPERMEABLE LAYER (SUCH AS CLAY).
BID -RETENTION SOIL MIXTURE:
Bic-retention__SiLMixture (BSM)_ shall be placed and graded using low ground -contact pressure equipment or by excavators and/or boddloes
operating on the ground adjacent to the bio-retention facility. No heavy equipment shall be used within the perimeter of the bio-retention
facility before, during, or after the placement of the BSM. The BSM shall be placed in horizontal layers not to exceed 12 inches for the
entire area of the bio-retention facility. The BSM shall be compacted by saturating the entire area of the bio-retention facility after each
lift of BSY is placed until water flows from the under -drain. Water for saturation shall be applied by spraying or sprinkling. An appropriate
sediment control device shall be used to treat any sediment -laden water discharged from the under -drain. If the BSM becomes
contaminated during the construction of the facility, the contaminated material shall be removed and replaced with uncontaminated material at
no additional cost to the Administration. Final grading of the BSM shall be performed after a 24-hour settling period. Final elevations shall
be within 2 inches of elevations shown on the Contract Plans.
The Bio--retention Soil Mixture (BSM) shall be a uniform mix, free of stones, stumps, roots or other similar objects larger than two inches.
No other materials or substances shall be mixed or dumped within the bio-retention area that may be harmful to plant growth, or prove a
hindrance to the planting or maintenance operations.
Prior to placing the under -drain and the BSI, the bottom of the excavation shall the roto-tilled to a minimum depth of 6 inches to alleviate
any compaction of the facility bottom. Any substitute method for roto-tilling must be approved by the Engineer prior to use. Any ponded
water shall be removed from the bottom of the facility and the soil shall be friable before roto-tilling.
Once the BSM has been placed the entire bio-retention area shall be sodded with grass that has been grown in sandy soils or that has the
roots washed clean of any clay or other materials that could clog the function of the bio-retention system.
OPERATION AND MAINTENANCE
North Carolina storm water rules require annual inspections by the regulating agency of bio-retention areas as a minimum. More frequent
inspections by the land owner or system operator are strongly encouraged to ensure the proper operation of bio-retention areas.
A. Rainfall Event
1. Inspect the basin after every runoff -producing roinfnll event.
S. Monthly Inspection
1. Inspect the basin monthly
2. Check the bio-retention area side slopes; remove trash and repair eroded areas before the next rainfall event.
3. Check the vegetative and rock filters for sediment accumulation. erosion 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 swoles) 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 end repair broken pipes.
3. Reseed grossed swales, including the vegetated filter if 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. Generallnspection
1. Maximum grass height is to be 6in.
2. No woody vegetation shall be allowed to grow in the bio-retention area.
3. Debris shall be removed from blocldng the inlet and outlet structures and from areas of potential clogging.
4. Periodic removal of dead vegetation shall be accomplished.
5. All components of the bio-retention system must be kept in good working order.
PLAN VIEW
SPILLWAY CREST TOP OF EMBANKMENT ELEV = 766.0
EL0.=765.0
1
Z
1�
B
SPILLWAY -
CREST -
_ I
COMPACTED
SUBGRADE
SOIL MIXTURE
WASHED
5' THICK 4000 PSI
CONC. W/ 6X6, 10/10
WWF 2' FROM TOP
CONCRETE SPILLWAY
CAP
2
I 1
UNDERDRAIN PIPE DMDS TO IN'VEIW
PIPE ELBOW. REFER TO GRADING PLAN
FOR LOCATION
SPILLWAY
A
8
BASIN
1.5 FT
1-0 FT
CONCRETE SECTION
2' A 2' TOP OF
EMBANKMENT
ELEV=766.0
SPILLWAY $
ELEV=7a0
2'-O'
CLASS 8
RIP -RAP d 50 MEW
LLA.--4 ON BIER
FABRIC
r r;
ace
6' SCHEDULE 4OPVC,
o
SDR35, OR SMOOTH
G
WALL CORRUGATED
n
PLASTIC PIPE (SOLID)
}
90' ELBOW CONNECTION
TO LINDERDRAIN PIPE
cslotstuFeED sul�son.
UNDERDRAIN GRAVEL
BED (#57 WASHED
CLEANOUT STONE)
NOTES:
1. ALL BID-REf NTION SHALL HAVE AN ACCESS EASEIIIENT
CONNECTING TO A DEDICATED PISLIC RR IT OF WAY.
2- ALL DIL46VAGE AREAS TO A 810--FIETEN110N FAMN ARE
TO BE STABILIZED PRIOR TO INSTALLATION OF SOILS OR
GRASS SOD.
3. WRAP PERFORATED UNDERI" WITH FILTER FABRIC
PRIOR TO BACKFILLM.
4. UNDERDRAIN PIPE SHWLD HAVE 3/8' PERFORATIONS
SPACED AT 6' CENTERS, MIN. 4 HOLES PER ROW. MAX
SPXW OF UNDERORA61 PIPE IS 10 FEET ON CENTER.
5. UNDSMAIN CLEANOUTS MUST EXTEND A MIN. OF 6
INCHES ABOVE TOP SORFACE OF GRASS LAYER,
PRffERABLY TO THE TOP OF DESIGN MAXRALIM PONDING
DEPTH IN THE BIO-RETENTION BASIN.
OF QWKMENT EIDATION 766,0
if j 7 M Ei.EVA 0 = 765.69
7 .41
LLWAY ORATION = 765.0
TEAR STORM ELEVATION = 76457
STORM ELEVATION = 764.04
TER BED ELEVATION = 754.0
TTOM OF SOIL MIXTURE = 762-0
Writ OF SAND MiMRE/UNDERDRAIN = 760.0
RIP -RAP APRON -
REFER TO DETAIL
THIS SHEET
CONCRETE SPILLWAY
REFER TO DETAIL
THIS SHEET
OVERFLOW OUTLET SPILLWAY. RUPP TO CHART FOR
RfkWA E TCHART FOR TOP Of ELEVATION
SPILLWAY ELEVATIONS dC
DIMENSIONS
GRASS SOD
(B£RAIUDA SOD)
- REFER TO CHART FOR 12` WQV PONDING
BOTTOM ELEVATION
c.
SOD ON SIDE SLOPES (RW'D . c o 2FT MINIMUM
FOR FWW PLANM YEAR) o ' ` BIOREFENTi0N SOIL DEPTH (GRASS BASIN)
-
r` %DR£EBQfION SM MIXTURE
� r 7G du
-
n
r 71
SCARIFY NATIVE SOIL
NO OOMPACRON
FILTER FABRIC AROUND
UNDE6' DNE ER PERFORATED UNDERDRAIN PIPE 8` UNDER -DRAIN GRAVEL (Top, BOTTOM
GRAVEL BED
-- PVC (PER AASHTO M252) OR HOPE WITH BED (157 WASHED �) D ,
SMOOTH INNER WALL, PROTECTED WITH FILTER STONE)
FABRIC.
SECTION A -A
BID -RETENTION CROSS-SECTION
BID --RETENTION
STAGE/STORAGE
TABLE
STAGE
ELEVATION
CONTOUR
INCREMENFAL
TOTAL
(TT)
(FTI
AREA SF
MZ (CFO
STORAGE CF
0.0
764.0
2400
0
0
0.5
764.5
2700
1274
7274
1.0
165.0
3020
1429
2703
1.5
765.5
3355
1593
4296
2.0
766 0
3710
1765
6061
1
1
1
11
1
1
i
ll
1
1
li
1
11
W W W W W W
1 BID -RETENTION DETAILS REFER To s� REQUIREMENTS—""
EQUIREThIENTS
BID -RETENTION CONTROL STRUCTURE F�WINN G PTO DRAIN !SITE
N�tV.T.S. SEASONAL R;H WATER TABLE = 759.Ot 6� OP OF E#1BANKMENTR OFF
r� ,17 2 00•�� .=766.0 BKOfRETE#�N�D
BID -RETENTION BASIN - PLAN VIEW
1 "=15'
11
11
1
11
1
11
1
1
1
11
11
1
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A
STORMWATER
MANAGEMENT
DETAILS
DATE:
GROSS
2/5/13
B=. SIZE:
6,895 S.F.
3013 #:
DRAMN BY:
CHECK BY
000024
MEL
MEL
VERSION q2-06
ALL RMRTS, PEAKS, SPECFF 71ONS, 1'I$LD
DATA AND NOTES AND OTHER DOCUM 15,
INCLUDING ALL DOCU1lS M ON ME(MaNIC
1®IA PREPARED BY THE DESIGN
PROFESSIONAL AS INSTRUMENTS OF SIiRVICS
SHALL RINAId THE PROPM OF THE
DESIGN PROFESSIONAL DISSE@EATION MAY
NOT HE MAN MHOUT PRnIR CONSN4NT OF
THE DESIGN PROFESSIONAL ALL. CaWom
LAM RIGHTS OF COPYIO M AND OTHWiSE,
ARE HEREBY SPECIFICAILY RESERVED.
aaaa�rrrrr
rr ••
v, �•`fiif
.� � ......
04:`EESSAp •.
' SEAL =
24434
4. •••f y�3 N ���' 4'
�rrhna ra
T-r 3,�;-r .rl., r;e t-'±-'-rr7177e;
i
h ..' a � , ...1 r L h•� r 3r � � � .. .. r . � r .. t. ,. !. i •�. .r , ,. � . � t. �_ r s �..'.' .. ... I. �.
AAP - ROCKWELL, NC

SANITARY SEWER SERVICE
CONNECTION TO EXISTING MAIN ""I
REFER TO DETAIL THIS SHEETEX.INV= 757.17 (CALCULATED)FIELD VERIFY LOCATION & ELEVATION
PRIOR TO CONSTRUCTIONRi�---y�----.�R/ry,.._.._.--..-....--R/yy-.-----R/w-----R/tir-.--.--R�y�-�--R
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PAVED AREAS
JOSAM SERIES 58860-22 ACCESS COVER AND CLEANOUT WITH TAPER THREAD BRONZE
PLUG SERIES 58540-20 AND "SAN." ON COVER (OR APPROVED EQUIVALENT).
ONEENAH MODEL R-6660-DP LIGHT DUTY ACCESS COVER WITH TWO (2) JOSAM SERIES
58190-22 CLEANOUTS WITH TAPER THREAD BRONZE PLUG SERIES 58540-20 (OR
APPROVED EQUIVALENT).
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CONTRACTOR TO COORDINATE WITH TOWN OF 1
ROCKWELL & CITY OF SAUS13URY UTILITY
DEPARTMENT FOR WATER METER & BACKFLOW
PREVENTION REQUIREMENTS 1 1 1
EXISTING
FIRE
HYDRANT
UTILITY NOTES:
ELECTRICAL KEYED NOTES
OINCOMING SECONDARY ELECTRIC SERVICE. REFER TO RISER SHEET E4. COORDINATE ALL REQUIREMENTS
WITH LOCAL UTIUTY CO.
O INCOMING TELEPHONE SERVICE CONDUIT. REFER TO RISER SHEET E4. COORDINATE ALL REQUIREMENTS
WITH LOCAL UTILITY CO.
O INCOMING PRIMARY ELECTRIC SERVICE CONDUIT. COORDINATE WITH LOCAL UTILITY CO. FOR REQUIREMENTS.
PLUMBING KEYED NOTES
O EXISTING SANITARY SEWER MAIN IN PUBLIC RIGHT-OF-WAY TO REMAIN. COORDINATE WITH THE LOCAL
SEWER AUTHORITY AND FIELD VERIFY THE EXACT LOCATION, SIZE, FLOW DIRECTION, INVERT AND REQUIRED
OR UTILITY PREFERRED TAP LOCATION OR SERVICE STUB -OUTS (IF ANY) PRIOR TO TRENCHING FOR
NEW SAN. SEWER.
OEXISTING SAN. SEWER MANHOLE TO REMAIN. FIELD VERIFY THE DDT LOCATION, REM ELEVATION AND
INVERT PRIOR TO TRENCHING FOR NEW SAN. SEWER.
COORDINATE WITH LOCAL SEWER AUTHORITY TO CONNECT THE NEW 4" SAN. SEWER SERVICE PIPING AT
Pa
THE EXISTING SAN. SEWER MAIN PER LOCAL STANDARDS AND REGULATIONS. FIELD VERIFY THE INVERT
ELEVATION FOR THE NEW CONNECTION.
ONEW 4' UNDERGROUND SAN. SEWER. SLOPE AT 1% MINIMUM. MINIMUM COVER SHALL BE 24' OR AS
REQUIRED TO BE BELOW FROST DEPTH.
OI's PROVIDE SAN. SEWER CLEANOUT TO GRADE. FIELD VERIFY EXACT LOCATION. SET TOP IN CONCRETE
FLUSH WITH FIN, GRADE. CLEANOUT SHALL BE SUITABLE FOR HEAVY TRAFFIC LOADING. REFER TO THE
PLUMBING SPECIFICATIONS FOR CLARIFICATION.
OPROVIDE A TWO-WAY SAN. SEWER CLEANOUT TO GRADE. SET TOP IN CONCRETE FLUSH WITH FIN. GRADE,
O LOCATE WITHIN 5'-0" OF BLDG. EXTERIOR WALL. REFER TO DRAWING P1. CLEANOUT SHALL BE SUITABLE
FOR HEAVY TRAFFIC LOADING. REFER TO THE PLUMBING SPECIFICATIONS FOR CLARIFICATION.
OEXISTING WATER MAIN IN PUBLIC RIGHT-OF-WAY TO REMAIN. FIELD VERIFY THE EXACT LOCATION, SIZE,
ROUTING AND REQUIRED OR UTILITY PREFERRED TAP LOCATION OR SERVICE STUB -OUTS (IF ANY) PRIOR
TO TRENCHING FOR NEW WATER PIPING.
OCOORDINATE WITH LOCAL WATER AUTHORITY TO CONNECT THE NEW I" WATER SERVICE PIPING TO THE
EXISTING WATER MAIN PER LOCAL STANDARDS AND REGULATIONS. FIELD VERIFY THE EXACT LOCATION,
SIZE AND BURY DEPTH OF TAP,
ONEW 1' UNDERGROUND WATER SERVICE PIPING. PROVIDE I" TAP FOR EACH DOMESTIC AND IRRIGATION
SYSTEMS.
COORDINATE WITH THE LOCAL WATER AUTHORITY TO PROVIDE A 3/4' IRRIGATION WATER METER WITH
REMOTE READOUT IN ROADWAY BOX AT THE PROPERTY LINE. WHEN REQUIRED, PROVIDE WATER
AUTHORITY APPROVED BACKFLOW PREVENTION DEVICE IN VAULT. VAULT(S) AND VALVING SHALL BE PER
LOCAL WATER AUTHORITY STANDARDS AND REGULATIONS. EXTEND I' IRRIGATION SERVICE PIPING ACROSS
PROPERTY LINE AND CAP AND MARK FOR FUTURE CONNECTION.
�} COORDINATE WITH THE LOCAL WATER AUTHORITY TO PROVIDE A 3/4" DOMESTIC WATER METER WITH
REMOTE READOUT IN ROADWAY BOX AT THE PROPERTY LINE. WHEN REQUIRED, PROVIDE WATER
AUTHORITY APPROVED BACKFLOW PREVENTION DEVICE IN VAULT. VAULT(S) AND VALVING SHALL BE PER
LOCAL WATER AUTHORITY STANDARDS AND REGULATIONS_
1' UNDERGROUND DOMESTIC C.W. SERVICE. MINIMUM COVER SHALL BE 24. OR AS REQUIRED TO BE
BELOW FROST DEPTH OR IN ACCORDANCE WITH LOCAL WATER AUTHORITY REGULATIONS.
I
a EXISTING NATURAL GAS MAIN IN PUBLIC RIGHT-OF-WAY TO REMAIN. COORDINATE WITH THE LOCAL GAS
UTILITY CO. AND FIELD VERIFY THE EXACT LOCATION, SIZE, BURY DEPTH AND REQUIRED OR UTILITY
PREFERRED TAP LOCATION OR SERVICE STUB -OUTS (IF ANY) PRIOR TO TRENCHING FOR NEW GAS
SERVICE PIPING.
OCOORDINATE WITH THE LOCAL GAS UTILITY CO. TO CONNECT THE NEW GAS SERVICE PIPING TO THE
EXISTING GAS MAIN PER LOCAL STANDARDS AND REGULATIONS. FIELD VERIFY THE BURY DEPTH FOR THE
NEW CONNECTION. TAP, SERVICE PIPING AND RELATED TRENCHING, BACKFILL, ETC. MAY BE PROVIDED BY
THE GAS UTILITY CO. VERIFY GAS SERVICE ARRANGEMENTS DURING BIDDING.
COORDINATE WITH THE LOCAL GAS UTILITY CO. FOR THE INSTALLATION OF UNDERGROUND GAS SERVICE
PIPING TO THE METER LOCATION. SERVICE PIPING AND RELATED TRENCHING, BACKRLL, ETC. MAY BE
PROVIDED BY THE GAS UTILITY CO. VERIFY GAS SERVICE ARRANGEMENTS DURING BIDDING.
Is COORDINATE WITH THE LOCAL GAS UTILITY CO. FOR THE INSTALLATION OF THE GAS METER AND
REGULATOR. CONNECT AT THE OUTLET SIDE OF THE GAS METER AND PROVIDE A HOUSE VALVE AND MAIN
GAS RISER ON THE BLDG, EXTERIOR TO THE ROOF. REFER TO DRAWING M1. PAINT GAS RISER TO MATCH
THE BLDG. EXTERIOR_ METER, REGULATOR AND HOUSE VALVE COLOR SHALL BE PER GAS CO.
REQUIREMENTS. CONNECTED LOAD = 390 MBH. DELIVERY PRESSURE = 7' W.C. (NOTIFY THE PROJECT
ENGINEER IMMEDIATELY IF THE DELIVERY PRESSURE IS NOT 7' W.C.). PROVIDE A MINIMUM OF TWO (2)
CONCRETE FILLED STEEL PIPE BOLLARDS FOR GAS METER PROTECTION PER THE PIPE BOLLARD DETAIL
ON DRAWING C2. PAINT BOLLARDS YELLOW.
MAINTAIN MINIMUM 10'-0" HORIZONTAL SEPARATION BETWEEN ON -SITE SAN. SEWER AND DOMESTIC OR
IRRIGATION WATER PIPING WHENEVER POSSIBLE. WHERE WATER PIPING MUST CROSS OVER SAN. SEWER
PIPING, MAINTAIN A MINIMUM 18" VERTICAL SEPARATION. WHERE SAN. SEWER PIPING MUST CROSS OVER
WATER PIPING, MAINTAIN A MINIMUM 24" VERTICAL SEPARATION AND PROVIDE MIN. 4' THICK CONCRETE
ENCASEMENT OR 4' CONTINUOUS CAST IRON PIPE SLEEVE ON WATER PIPING FOR A MINIMUM OF 10'-0'
ON EACH SIDE OF THE SAN. SEWER CROSSING. WHERE PERMITTED BY LOCAL CODE, DOMESTIC WATER
AND SAN. SEWER SERVICE PIPING MAY BE INSTALLED IN A COMMON TRENCH. TRENCH AND PIPING
PLACEMENT SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS.
GRAPHIC SCALE
20 0 10 20 40
1. THE CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. CONTACT THE LOCAL MUNICIPALITY
PUBLIC WORKS DEPARTMENT48 HOURS PRIOR TO COMMENCEMENT OF WORK
FOR UTILITY LOCATING SERVCES.
2. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LOCAL
MUNICIPALITY PUBLIC UTILITIES STANDARDS,
3. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF
THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF
THE WATER AND SEWFR UNES-
4. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR
INSTALLATION REQUIREMENTS AND SPECIRGATKONS
5_ CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTOR 72 HOURS
BEFORE CONNECTING TO ANY EXISTING LINE.
6. THE CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE
WITH THE OWNER AND THE UTILITY COMPANY. ANY PLANNED INTERRUPTION
OF UTILITY SERVICE SHALL RE GIVEN A 48 HOUR NOTICE TO THE UTILITY
COMPANY AND THE OWNER.
7. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILITIES BE
ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY
FOR DIRECTIONS.
8. PRESSURE REDUCING VALVES Wi BE REWIRED ON THE DOMESTIC
WATERLINES FOR EACH BUIOW IF THE STATIC PRESSURE IN THE WATERMAIN
EXCEEDS 80 PSI. SEE MECHANICAL/PLUMBING PLANS.
9. ROUTES SHOWN FOR WATER SERVICES, ELECTRIC, SANITARY SEWER BUILDING
LATERALS AND ROOF DRAIN PIPING ARE SUBJECT TO CHANGE.
10. THE CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT
PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE,
SEINER, AND WATER.
1 INCH = 20 FEET
80
UTILITY SERVICE CONTACTS:
WATER SERVICE
SAUSBURY-ROWAN UTILITIES
CONTACT:
JEFF JONES
TELEPHONE:
704-638-2146
ELECTRIC SERVICE
DUKE ENERGY
TELEPHONE:
800-777-9898
TELEPHONE SERVICE
TELEPHONE:
SANITARY SEWER
SALISBURY-ROWAN UTILITIES
CONTACT:
JEFF JONES
TELEPHONE:
704-638-2146
NATURAL GAS
PIEDMONT NATURAL GAS
TELEPHONE:
800-752-7504
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