SW7060222_APPROVED PLANS_20141223

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �D/ODD
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
.12oleliaa?,
YYYYMMDD �

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00W0026),
GENERAL NOTES:
A. CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE EXISTING STRUCTURES, NORTH CAROLIX4 RESOURCE LIST:
RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING
IMPROVEMENTS AS NOTED.
B. CONTRACTOR IS. TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS PLANNING AND ZONING BUILDING NCDENR
RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN CITY OF HAVELOCK CITY OF HAVELOCK WASHINGTON REGIONAL OFFICE
ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH PO BOX 368 199 CUNNINGHAM BLVD 943 WASHINGTON SQUARE MALL
OPERATIONS. ORE HA VELIpI(K HAVELOCK, NC 28532 HAVELOCK, NC 28532 WASHINGTON, NC 27889
G DIG, CONTACT KATRINA MARSHALL CONTACT: KENNY MUSE PHONE: [phone]
C. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL �� PHONE: [phone] PHONE: [phone]
PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE EMAIL : KMARSHALLGHAVELOCKNC.US EMAIL KMUSEGHAVELOCKNC.US
CONSTRUCTION PHASES OF THIS PROJECT,
u2
D. 1WARRANTY/DISCLAIMER:,
A9 FIRE PREVEHB%
THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES y A� CITY OF HAVELOCK DUKE ENERGY CAROLINA
OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY THE OWNER AT THIS PO BOX 368 9700 DAVID TAYLOR DRIVE
TIME. HOWEVER, NEITHER THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE
DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE ENGINEER Nq ONE HAVELOCK, NC 28532 CHARLOTTE, NC 28202
INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE. CONTACT: JOHN LEWIS PHONE : [phone]
'� PHONE: [phone]
70 EMAIL JLEWIS9HAVELOCKNC.LJS
E. SAFETY NOTICE TO CONTRACTOR:
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALLg�
BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL WATER & ffWM TELEPHONE
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL. WORKING HOURS. ANY CONSTRUCTION CITY OF HAVELOCK CENTURY LINK
OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO1P PO BOX 368 PHONE: NEW BERN, NC 28557
INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR HAVELOCK, NC 28532 PHONE ; 252--633-9011
CONTACT: BILL EBRON
THE CONSTRUCTION SITE. PHONE: [phone]
F. ALL CONSTRUCTION WITHIN STATE HIGHWAY DEPARTMENT RIGHT—OF—WAY SHALL BE COORDINATED EMAIL:: BEBRONCHAVELOCKNC.US
WITH THE HIGHWAY DEPARTMENT RESIDENT MAINTENANCE ENGINEER.
G. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS OF THE.
RELEVANT UTILITY COMPANY OR REGULATORY AUTHORITY, AND THE SPECIFICATIONS FOR THE
CONSTRUCTION OF THE EXISTING IMPROVEMENTS WHICH ARE BEING ALTERED OR REPLACED.
CONTRACTOR SHALL CONTACT THE ENGINEER FOR SPECIFICATION SECTIONS FOR ITEMS SUCH AS
LANDSCAPING AND IRRIGATION THAT ARE AFFECTED BY THE WORK BUT NOT COMPLETELY DETAILED 11■
OR SPECIFIED ON THESE PLANS. Vicinity Map
H. CONSTRUCTION AND INSTALLATION OF 1,200 S.F. CONVENIENT STORE, ALL UTILITY ENTRANCES, NOT TO SCALE
AND 2-20,000 GALLON UNDERGROUND TANKS SHALL BE IN ACCORDANCE WITH ASSOCIATED
PLANS.
I. CONTRACTOR IS NOT TO START WORK UNTIL MURPHY OIL USA HAS RECEIVED WRITTEN PLAN INDEX: AGENCY DATE
AUTHORIZATION FROM WAL-MART AND WAL-MART STORE J 25 _MANAGER HAS BEEN CONSULTED
FOR SCHEDULING AND COORDINATION. ENGINEER _tCI� GALLOWAY (TANK&IPING) FREY MOSS UILDIN!a EM MOSS (CANOW PLANNING & ZONING
J. THE GENERAL CONTRACTOR TO FIELD COORDINATE THE CANOPY SIGN LOCATION WITH MURPHY'S C-0 COVER SHEET COVER COVER SHEET CS1 COVER SHEET CS1 COVER SHEET
CONSTRUCTION SUPERVISOR. STORM WATER
C-0.1 COMPOSITE SITE PLAN FS-1 SPECIFICATIONS E-1 EXTERIOR ELEVATIONS E-1 FRAMING PLAN
K. STAGE II VAPOR RECOVERY IS NOT REQUIRED. C-1 SITE PLAN FS--2 SPECIFICATIONS E-2 EXTERIOR ELEVATIONS E-2 ELEVATIONS BUILDING
L. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO, LANDSCAPING, S-1 SURVEY FS-3 SPECIFICATIONS E-3 FLOOR PLAN E-3 LIGHTING & SOFFIT LAYOUT NPDES
GRADING, BUILDING ELEVATIONS, LIGHTING OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL OF F-1 NOTES AND PART LIST
THE DEPARTMENT OF PLANNING AND INSPECTIONS. S-2 SURVEY E-4 FLOOR FRAMING PLANS £-4 SECTION WAL-MART
C-3 GRADING PLAN F-2 PARTIAL SITE/PAVING PLAN E-5 ROOF FRAMING PLANS E-5 SECTION
M. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATION OFF`°
OCCUPANCY OR GUARANTEED BY APPROVED METHODS IF APPLICABLE. F-3 N.E.0 CLASSIFIED AREAS
C-3.1 STORM DRAINAGE PLANE-6 SECTION E-6 SECTION
vtSlc,rV
N. ALL REQUIRED IMPROVEMENT SHALL COMPLY WITH THE STANDARDS OF THE CODE OF ORDINANCES. C-4 EROSION CONTROL PLAN PHASE 1 F-4 STANDARD YARD AND DRIVE DETAILS E-7 SECTION F-1 FOUNDATION PLAN .APPROVED
E-8 INTERIOR ELEVATIONS '{`��-+ ea�?oLINa ENViRON��EN'TA�
F-5 PRODUCT PIPING PLAN MANAGEMENT COMMISSION a �
T CONTRACTOR
-+ p � T © C-4.1 EROSION CONTROL PLAN PHASE 2 F_g TANK ANCHORING DETAILS �:IVISIOIv OF WATER QUALITY
NOTES i Q LaC�NT1�1�1C I GEC C-4.2 EROSION CONTROL DETAILS — RI E-9 INTERIOR ELEVATIONS SITE DATA TABLE .., � �
F 7 TANK INSTALLATION AND RISER DETAILS E-10 FLOOR FINISH PLAN' — z3 _. 20 I1
A. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH THE DATE WHEN CONSTRUCTION C-5 DEMOLITION PLAN OWNER AIURPHY OIL USA, INC.
IS TO BEGIN. F-8 TANK SUMPS EL-1 ELECTRICAL. PLAN _ 2-
I� ami: Nc � LJ_—I06 C12 2
B. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND LAYOUT C-6 UTILITY PLAN F-9 TANK VENTING AND OBSERVATION WELL DETAILS PARCEL II) HC (FUGa23 �
C. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE ENGINEER OF RECORD INFORMED OF ANY G-7 PAVING PLAN f-10 UPP PETROTECHNIK PIPING SOLUTION EL--2 LIGHTING PLAN EXISTING ZONING HC (HIGHWAY COMI�CIAL}
DEVIATIONS DURING CONSTRUCTION AND SHALL REPORT THEM IMMEDIATELY EL-3 ELECTRICAL DETAILS CURRENT USE PARKING LOT
D. CONTRACTOR IS REQUIRED TO KEEP REDLINE AS—BUILTS AND TO PROVIDE THOSE TO MURPHY C-8 JOINT LAYOUT PLAN FE-1 CONDUIT PLAN, PUMPS AND DISPENSER WIRING EL-4 ELECTRICAL PANEL SCHEDULES PROPOSED USE COMMERCaAI (cns STATION) BASED ON A DRAWING BY: BASED ON A SURVEY BY:
UPON COMPLETION.
C—
E. CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING THE AS —BUILT AND CERTIFICATE OF 9 TRUCK ROUTE PLAN FE-2 PUMPS AND DISPENSER CONTROL WIRING DIAGRAM p-1 PLUMBING PLAN CURRENT IMPERMUS f0.97 AC (82.16%) DEWBERRY & DAMS, INC. BECHTLER GREENFIELD SURVEYING
OCCUPANCY (C.O.) REQUIREMENTS FROM THE ISSUING AUTHORITY. C-10 LANDSCAPE PLAN FD-1 40" CIL13ARCO ENCORE 2 PRODUCT DISPENSER DETAILS PROPOSE) IMPERVIOUS tA.85 AC (71.51%) 551 PINEY FOREST ROAD 1430 WEST PEACHTREE ST. NW,
F. IF AN AS —BUILT SURVEY IS REQUIRED BY THE ISSUING AUTHORITY, THE CONTRACTOR SHALL BE P-1 PLUMBING PLAN PHONEDANVILLE, 34 24540 97— SUITE 225
RESPONSIBLE OBTAINING THE AS —BUILT SURVEY, PREPARED BY A. LICENSED SURVEYOR, AND C-11 IRRIGATION PLAN �-2 40� GILI3ARC0 ENCORE DIESEL DISPENSER DETAILS BUILDING SQUARE FOOTAGE is—1 SF
M-1 MECHANICAL ROOF PLAN BUILDING HEIGFIi 13'--10' PHONE; [phone] ATLANTA, GA 30309
SUBMITTING THE AS —BUILT SURVEY TO ISSUING AUTHORITY AND THE ENGINEER OF RECORD C-12 DETAIL SHEETFL-2
SIGNAGE PLACEMENT STANDARD FAX: [phone] PHONE: [phone]
M--2 ROOFTOP PLAN NO. OF RES 1ROOMs 1 DWG DATE: 02-14-2006 FAX: [phone]
WETLANDS NOTE: C-13 DETAIL SHEET FL-2 STANDARD LABELING DETAILS F-1 FOUNDATION PLAN NO. OF STORIES 1 REV DATE: 02-19-2008 (REV 6) FIELDWORK DATE: 03-06--2014
ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. ARMY CORPS OF ENGINEERS C-14 DETAIL SHEET FC-1 BUILDING AND CANOPY LAYOUT/ELEVATIONS AND DETAILS F--2 FOUNDATION PLAN LSrFE AREA 1'19 AC
DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE CONTRACTOR.
SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE C-15 DETAIL SHEET GC1 GENERAL CONTRACTOR'S SCOPE
SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE L-1 PHOTOMETRIC SITE PLAN REVISION DATE DESCRIPTION
ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. REV-0 11-20-14 PRELIMINARY REVIEW SET
t\liitl�lil„,fir'/'
.S> CAL REV-1 12-08-14 ADDRESSING WALMART COMMENTS
V.�
FLOOD CERTIFICATION:°4f
Greenber Farrow O o f �ss.
THIS PROPERTY IS NOT LOCATED WITHIN ANY PRESENTLY ESTABLISHED 1001YEAR FLOOD PLAIN, AS = ?'Q' 0�
SHOWN BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP SEAL r.
9
3720642000J, COMMUNITY PANEL NUMBER 6420 DATED 07/02/2004 023207
CONTACT: GREG SISTRUNK, P.E.
NOTICE TO BIDDERS: 1430 WEST PEACHTREE ST. NW, STE. 200 Y-
ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTORS BID SHALL BE
DIRECTED TO THE OWNER'S CONSTRUCTION DEPARTMENT AT [phone] SUBCONTRACTORS MUST JOB No.:20130378.0
DIRECT THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR. THE CONSULTING ARCHITECT AND/OR ATLANTA, GEORGIA 30309 D �� RATE: SHEETNO.
12--os-14
(404) sot-4000
THE CONSULTING ENGINEER SHALL NOT BE CONTACTED DIRECTLY WITHOUT PRIOR AUTHORIZATION FROM
THE OWNER/DEVELOPER.
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WATER KIOSK REQUIRES
NO. 70 ADDITIONAL APPROVAL
%r
FROM WAIL --MART BEFORE
INSTALLATION.
BUILDING SETBACKS:
BUILDING SETBACK SHOWN ON PLAN
ORE
'`l ONE
TEMPORARY ACCESS DRIVE.. NOTES
1. INSTALL TEMPORARY ACCESS DRIVE AS SHOWN.
2. T13MPORARY ACCESS DRIVE SHALL REMAIN OPEN
UNTIL PERMANENT At= DRIVE IS COMPLETE.
3. THE PERMANENT ACCESS DRIVE SHALL BE
COMPLETE WITHIN THREE (3) WEEKS.
4. TEMPORARY TRAFFIC BARRELS SHALL BE
CONSTRUCTED OF LK�HTWEIGHT, DEFORMABLE
MATERIALS. THEY SWILL BE A MINIMUM OF 36
INCHES IN HEIGHT AND HAVE AT LEAST AN
18-INCH MINIMUM WIDTH REGARDLESS OF
ORIENTATION. METAL (DRUMS SWILL NOT BE
USED. THE MARKINGS ON DRUMS SHALL BE
HORIZONTAL, CIRCUMFERENTIAL, ALTERNATING
ORANGE AND WHITE IRETROREFLECTTVE STRIPES 4
TO 6 INCHES WIDE. FACH BARREL/DRUM SHALL
HAVE A MINIMUM OF TWO ORANGE AND TWO
WHITE STRIPES WITH THE TOP STRIPE BEING
ORANNGE ANY NON-RETROREFLECT0IIZED SPACES
BETWEEN THE HORIZONTAL ORANGE AND WHITE
STRIPES SHALL NOT EXCEED 3 INCHES WIDE.
DRUMS SWILL HAVE CLOSED TOPS THAT WILL
NOT ALLOW COLLECTION OF CONSTRUCTION
DEBRIS OR OTHER DFMIS.
5. CONTRACTOR TO INSTALL TEMPORARY TRAFFIC
SIGNAGE FOR TEMPORARY ACCESS DRIVE.
6. CONTRACTOR SHALL (PROPERLY SEQUENCE
PERIMETER EROSION CONTROL MEASURES WITH
ALL TEMPORARY AWESS DRIVES AIL?/OR
DETOURS. CONTRACTOR SHALL PROTECT ALL
POINTS OF CONSTRUCMON INGRESS AND EGRESS
AND ERASURE PERIMETER CONTROLS ARE PHASED
ACCORDINGLY.
7. CONSTRUCTION FENCE AROUND PERMANENT
DRIVE TO BE INSTALLED DURING CONSTRUCTION
OF THE DRIVE AND REMOVED AFTER COMPLETION
OF THE DRIVE.
GC TO ENSURE THAT TRAFFIC
THROUGH DRIVE IS NOT
INTERRUPTED AT ANY TIME DUE
TO CONSTRUCTION ACTIVITIES.
ENSURE A MINIMUM TEMPORARY
LANE WIDTH OF 10' (EACH
'DIRECTION) IS AVAILABLE AT ALL
NAMES, FREE OF OBSTRUCTIONS
TO VEHICLES. AT NO TIME SHALL
THE CONSTRUCTION FENCE
EXTEND INTO THE DRIVE MORE
THAN 2' FROM THE f ACE OF
THE CURB OR DRIVE.
0 203 ' 40'
SCALE IN FEET
1. THE MURPHY STATION WILL NOT DROP THE
WAL-MART GREEN SPACE BELOW CITY
REQUIREMENTS.
2. ALL PERMANENT TURF AREAS MUST BE SODDED.
3. GC TO ENSURE THAT TRAFFIC THROUGH MAIN
WAL-MART DRIVES IS NOT INTERRUPTED AT ANY
TIME DUE TO CONSTRUCTION ACTIVITIES. ENSURE
A MINIMUM TEMPORARY LANE WIDTH OF 10'
(EACH DIRECTION) IS AVAILABLE AT ALL TIMES,
FRET: OF OBSTRUCTIONS TO VEHICLES. AT NO
TIME SHALL THE CONSTRUCTION FENCE EXTEND
INTO THE DRIVE MORE THAN 2' FROM THE FACE
OF THE CURB OR DRIVE.
4. IF DEMOLITION OR CONSTRUCTION ON SITE WILL
INTERFERE WITH THE WAL--MART TRAFFIC FLOW
OR ADJACENT PROPERTY OWNER'S TRAFFIC FLOW,
THE CONTRACTOR SHALL COORDINATE WITH THE
WAL-MART CONSTRUCTION/STORE MANAGER
AND/OR ADJACENT PROPERTY OWNER, TO
MINIMIZE THE IMPACT ON TRAFFIC FLOW.
TEMPORARY RE-ROUTING OF TRAFFIC IS TO BE
ACCOMPLISHED BY USING DOT APPROVED
TRAFFIC BARRICADES, BARRELS, AND/OR CONES.
TEMPORARY SIGNAGE AND FLAGMEN MAY BE
ALSO NECESSARY.
5. ALL WAL-MART PROPERTY DAMAGED DUE TO
CONSTRUCTION ACTMTIES MUST BE
IsEPLACED/RE5TORED TO IlMA1TCFl THE IXESTING
TYPE AND QU41JW OF WORK AND MUITERTALS>
AND IS SUBJECT TO WAL-MART APPROVAL
6. UTILITY WORK DONE ON WAL-MART PARCEL,
WHETHER BY THE GC. CITY OR THE UTILITY
COMPANIES, SHALL BE REPAIRED BACK TO
EXISTING CONDITIONS.
7. EROSION CONTROL MEASURES IMPLEMENTED INSIDE
THE WAL-MART DRIVE ISLES AND PARKING LOT
SWILL INCLUDE ONLY SILT BAGS (OR WA. -MART
PRE APPROVED EQUAL) TO ENSURE TRAFFIC
CIRCULATION IS NOT IMPEDED. GRAVEL INLET
PROTECTION DEVICES SHN.L NOT BE ALLOW INSIDE
THE WAL-MART DRIVE ISLES OR PARKING LOT.
& GC SHALL UTILIZE DIRECTIONAL BORING OR .SACK
AND BORE METHODS TO INSTAL ALL UTILITIES
THRO M THE W l--MART PARKING LOT, AND PAVED
AREAS OR DRIVE ISLES.
PARKING INFORMATION:
MURPHY OIL
DESCRIPTION
BUILDING
AREA S.
REQUIRED:
RATIO
SPACES
MURPHY OIL
1,200
/1000 S.F.
REGULAR
ACCESSIBLE
VAN ACCESSIBLE
TOTAL
6
5
1
6
STALL DIMENSIONS:
PROVIDED:
90% 9' x 18'
RATIO
SPACES
1000 S.F.
REGULAR
ACCESSIBLE
I VAN ACCESSIBLE
TOTAL
8.33
9
1
10
EXISTING
ct
FIRE HYDRANT
EXISTING BUILDING 7X
wvx WATER VALVE
LAND LOT LINE (LLL) Gyx GAS VALVE
- - PROPERTY LINE was 0 WATER METER
UTILITY POLE (UP), Ckflrz-) GAS METER
OVERHEAD LINES & GUY 0. MONITORING WELL
FIBER OPTIC CABLE W POST INDICA TOR VALVE
v 1->•-•�� TREE~ LINE i, MAILBOX (rh
- SANITARY SEWER MANHOLE - STREET SIGN
05 SANITARY CLEAN -OUT (SCO) �9 TRAFFIC SIGNAL POLE
mTELEPHONE MANHOLEIPEDESTAL TRAFFIC SIGNAL BOX
STORM DRAIN PIPE WITH HEADWALL BACKFLOW PREVENTER
DOUBLE-IMNG CATCH BASIN FIRE DEPT. CONNECTION
~~� SINGLE -WING CATCH BASIN L4: FIBER OPTIC BOX
JUNCTION BOX J8 K� �•�'
IRRIGATION CONTROL VALVE N� ,
4D=-= DROP OR CURB INLET {D! OR Cl) �} DRAINAGE MANHOLE .��1` •••• �'�'''
FENCE,• �S•.
RIW RIGHT-OF-WAY .'
DRAINAGE DITCH OR SWALE HJF REBAR PIN FOUND �'Q`O
21 - EXISTING IO FOOT CONTOUR _ :tZ r
EXISTING 2 FOOT CONTOUR?FF OPEN TOP PIPE FOUND _ S E A Ir -
C'TF CRIMP TOP PIPE FOUND 023207 -
x 950.00 EXISTING GRADE SPOT ELEVATION CMF CONCRETE. MONUMENT FOUND
DIRECTION OF SURFACE FLOW '
(N 47732717) RECORDED DATA BDF BRASS DISK FOUND
t3 PARKING SPACE COUNT AXF AXLE FOUND
� LIGHT POLE (LP) RBS REBAR PIN SET
r- C,MP REINFORCED CONC. PIPE
Em ELECTRICAL TRANSFORMER BOX
CD ELECTRICAL METER RCP CORRUGATED METAL PIPE
ELECTRICAL STUB OUT HOPE HIGH -DENSITY DEC 0 S zou
<� UNKNOWN UTILITY STUB OUT POLYETHYLENE PIPE
UGE UNDERGROUND ELECTRIC CABLE
PROPOSED
BOUNDARY LINE Y �
CONCRETE INTEGRAL CURB (SEE DETAIL SHEET)
CONCRETE CURB AND GUTTER (SEE DETAIL SHEET) *
u
CFP CONSTRUCTION SAFFENCE ON PAVEMENT (SEE DETAIL SHEET) Y Q ETY qK
CF CONSTRUCTION SAFETY FENCE (SEE DETAIL SHEET) W .
X TREE PROTECTION FENCE (SEE DETAIL SHEET)
TEMPORARY ACCESS DRIVE U Z
GENERAL SITE NOTES Z Of
A ALL DIMENSIONS SHOWN ARE T4 THE FACE OF CURB UNLESS OTHERWISE NOTED.
B. ALL CURS RETURN RADII SHALL BE S. AS SHOWN TYPICAL ON THIS PLAN, UNLESS
OTHERWISE NOTED. qD
C. UNLESS 07HERWLSE SHOWN, CALLED OUT OR SPECIFIED HEREON: 00 p Q ( k
ALL CURB AND GUTTER ADJACENT TO CONCRETE PAVING SHALL BE INSTALLED (Voc
PER DETAIL 1 A r
PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE PAVING PLAN OVER n „
THE ENTIRE PARKING LOT AREA AND ALL APPROACH DRIVES. V
SEE ASSOCIATED PLANS FOR CANOPY, COLUMN, PUMP ISLAND DETAILS AND
LAYOUT. It
D. CONTRACTOR SHALL BEGIN CONSTRUCTION OF ANY LIGHT POLE BASES FOR RELOCATED
LIGHT FIXTURES AND RELOCATION OF ELECTRICAL SYSTEM AS STRAIN AS DEMOLITION.
BEGINS. CONTRACTOR SHALL BE AWARE THAT INTERRUPTION OF POWER TO ANY LIGHT
POLES OR SIGNS SHALL NOT EXCEED 24 HOURS.
E. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE WAL-MART TRAFFIC
FLOW OR ADJACENT PROPERTY OWNER'S TRAFFIC FLOW, THE CONTRACTOR SHALL
COORDINATE WITH THE WAL MART CONSTRUCTION/STORE MANAGER AND/OR ADJACENT
PROPERTY OWNER, TO MINIMIZE THE IMPACT ON TRAFFIC FLOW, TEMPORARY RE-ROUTING
OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC BARRICADES,
BARRELS, AND/OR CONES. TEMPORARY SIGNAGE AND FLAGMEN MAY BE ALSO
NECESSARY.
F. ALL WAL-MART PROPERTY DAMAGED DUE TO CONSTRUCTION ACTIVITIES MUST BE
REPLACED/RESTORED TO MATCH THE EXISTING TYPE AND QUALITY OF WORK AND
MATERIALS, AND IS SUBJECT TO WAL-MART APPROVAL.
G. CONTRACTOR TO PROTECT EXISTING LANDSCAPE/IRRIGATION MATERIAL
H. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND
FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE,
THE CONTRACTOR SHALL PROVIDE TOPSOIL., APPROVED BY THE OWNER, AS NEEDED. THE
AREA SHALL THEN BE SEEDED/SODDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED
UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED
FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED
BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
I. THE MURPHY STATION WILL NOT DROP THE WAL-MART GREEN SPACE BELOW CITY
REQUIREMENTS,
J. CONTRACTOR IS TO VERIFY LOCATION OF WAL-MART IRRIGATION SYSTEM, VALVE BOXES,
CONTROL BOXES, BACKROW PREVENTION DEVICES AND OTHER ITEMS WHICH ARE PART OF
THE SYSTEM. IF DAMAGES THEY MUST BE REPAIRED AT CONTRACTOR'S COST.
K. THE LOCATION OF THE CONSTRUCTION FENCE ON THE DRAWINGS IS FOR GRAPHICAL
REPRESENTATION ONLY. THE CONTRACTOR IS TO ENSURE THAT THE CONSTRUCTION FENCE
ENCOMPASSES THE ENTIRE WORK AREA
L CONTRACTOR SHALL PURCHASE AND INSTALL A MAILBOX, AND SHALL COORDINATE
LOCATION OF MAILBOX WITH MURPHY CONSTRUCTION MANAGER AND/OR ON -SITE
REPRESENTATIVE AND LOCAL POSTMASTER.
O SITE NOTES
LEGEND
2F
DRILL (2) 3/4' X 5/8' DIA. HOLES (1) EACH FOR OPEN POSITION do
CLOSED POSITION OF GATES. TO BE USED ON BOTH SIDES OF GATE SEE
DUMPSTER DETAIL.
8B
OVERHEAD CANOPY - (TYP.-PER CANOPY PLANS)
12A
4' TRAFFIC YELLOW LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL)
120
4' WIDE PAINTED STRIPES. ZO"O.C. 0 45' (SEE SIZE COLOR INDICATED
AT SYMBOL)
12H
4' DOUBLE TRAFFIC YELLOW LANE STRIPE (SEE LENGTH INDICATED AT
SYMBOL)
16A
MURPHY OIL PYLON SIGN.
21A
TAPER CURB/SIDEWALK TO MATCH D0511NG CURB/SIDEWALK
21 D
EDGE OF CONCRETE SLAB. PER TANK/PIPING PLANS.
21E
UNDERGROUND STORAGE TANKS (2 20,000 GAL.).
21G
AR VACUUM UNIT WITH 4' x 7' CONCRETE SLAB
21 H
ATM LOCATION.
21 L
PRICE SIGN PER APPROVED ELEVATION
21P
V X HY CONCRETE PAD FOR PROPANE TANKS.
21U
5' X 7' CONCRETE SLAB FOR ICE UNIT. SEE NUMBER INDICATED AT
SYMBOL
70A
TEMPORARY TRAFFIC BARRELS
❑ SITE DETAILS - SEE DETAIL SHEETS
2E
DUMPSTER ENCLOSURE
2F
CONSTRUCTION SAFETY FENCE ON PAVEMENT
2G
CONSTRUCTION SAFETY FENCE
30
CONCRETE SIDEWALK
5A
GUARD POST (SINGLE)
5B
TRAFFIC SIGN IN SOLLARD
9S
A(X;ESSRBLE / VAN ACCESSIBLE PARKING SIGN (TYP.)
9U
ACCESSIBLE PARKING SYMBOL (SEE PAINT COLOR IMCATED AT SYMBOL)
10A
TRAFFIC FLOW ARROW (TYP.)
10B
STOP BAR (TYP.)
10J
CROSSWALK( PAVEMENT MARKING
11A
DO NOT ENTER SIGN
12G
'STOP' SIGN
13A
SITE LIGHT POLE SEE PHOTOMETRIC PLANS FOR POLE BASE DETAIL,
FIXTURE TYPE, AND MOUNTING DETAILS.
50C
TREE PROTECTION FENCE
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3D.s4`"rc °
30.44 G -M `'a
s € 31.97 G 31.97 TC 31.27 G
30.79 G i I 30.94C 31.47 G �
i X44 G 31
30.54 TC
° p 30.04 G I M
' 31.18 T L31,71fTC..:,
31 s •+ 30.89 TC
I 3D.68 G n a 30.39 G I.
131.54 TC ... �• . /►
t i 1 ..-.-. _.._..a �.... w ..-� P 32.12 TCado 30.44
ti € 31.04 G' =32.25 31.62 Cs1
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II l 3125 G - - �„-3LVA ... \
31.00 TC
II
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31.91 C C STM-> TM-> STM->
' 3 T I g 31.82
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31.76
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w,
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31.96 G�3z.s_s o - 32 97 49
110% ° 3188� 1.05%
31-------- -F - -n--- ---- _ -� _._ _ ._ _ � .. _------.._ .�
.96
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30.85
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31.21 TC I
30.71 G I I
18D 1
I 031.54 TC
31.04 G
I 31.86 EX
31.02 TC I
30.77 TC I I � 2.13 TC
31.63 G
,..�
I 32.24 EX
32.38 IX
19 TC
31.98 G
32.3E G
��.83 ��
�6 t4 32.97 EX
------------- _ ��.� _ ��..�_ �._� _. � r�� m �� �� _ �3315 TS 34.21 TC �f
33.71 G 18D
II $ a 3.07 EX 33.09 EX
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33
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04i
1. THE MURPHY STATION WILL NOT DROP THE
WAL-MART GREEN SPACE BELOW CITY
REQUIREMENTS.
2. ALL PERMANENT TURF AREAS MUST BE SODDED.
3. GC TO ENSURE THAT TRAFFIC THROUGH MAIN
WAL-MART DRIVES IS NOT INTERRUPTED AT ANY
TIME DUE TO CONSTRUCTION ACTIVITIES. ENSURE
A MINIMUM TEMPORARY LANE WIDTH OF 10'
(EACH DIRECTION) IS AVAILABLE AT ALL TIMES,
FREE � OBSTRUCTIONS TO YEHICLES. AT NO
TIME SHALL THE CONSTRUCTION FENCE EXTEND
INTO THE DRIVE MORE THAN 2' FROM THE FACE
OF THE CURB OR DRIVE.
4. IF DEMOLITION OR CONSTRUCTION ON SITE WILL
INTERFERE WITH THE WAL-MART TRAFFIC FLOW
OR ADJACENT PROPERTY OWNER'S TRAFFIC FLAW,
THE CONTRACTOR SHALL COORDINATE WITH THE
WAL-MART CONSTRUCTION/STORE MANAGER
AND/OR ADJACENT PROPERTY OWNER, TO
MINIMIZE THE IMPACT ON TRAFFIC FLOW.
TEMPORARY RE-ROUVING OF TRAFFIC IS TO BE
ACCOMPLISHED BY USING DOT APPROVED
TRAFFIC BARRICADE, BARRELS, AND/OR CONES.
TEMPORARY SIGNAGE AND FLAGMEN MAY BE
ALSO NECESSARY.
5. ALL WAL-MART PROPERTY DAMAGED DUE TO
CONSTRUCTION ACTIVITIES MUST BE
REPLACED/RESTORED TO MATCH THE EXISTING
TYPE AND QUALITY OF WORK AND MATERIALS,
AND IS SUBJECT TO WAL-MART APPROVAL.
6. UTILITY WORK DONE ON WAL--MART PARCEL,
WHETHER BY THE GC, CITY OR THE UTILITY
COMPANIES. SHALL BE REPAIRED BACK TO
EXISTING CONDITIONS.
7. EROSION CONTROL MEASURES IIr IU ENTED INSIDE
THE WAL-MART DRIVE ISLES AND PARKING LOT
SHALL INCLUDE ONLY SILT BAGS (OR WAL-MART
PRE-APPROM1fED M AO TO ENSURE TRAFFIC
CRUXATION IS NOT IMPEDED, GRAVEL. INLET
PROTECTION DEVICES SHALL NOT BE ALLOWED INSIDE
THE VIAL -MART DRIVE ISLES OR PARKING LOT.
& GG SAALL UMAZE DIRECTIONAL 9ORM OR JACK
AND BORE METHODS TO INSTALL ALL UTILITIES
THROUGH THE WAL-MART PARKING LOT, AND PAVED
AREAS OR DRIVE ISLES.
GC TO ENSURE THAT TRAFFIC
THROUGH DRIVE IS NOT
INTERRUPTED AT ANY TIME DUE
TO CONSTRUCTION ACTIVITIES.
ENSURE A MINIMUM TEMPORARY
LANE WIDTH OF 10' (EACH
DIRECTION) IS AVAILABLE AT ALL.
TIMES, FREE OF OBSTRUCTIONS
TO VEHICLES. AT NO TIME SHALL
THE CONSTRUCTION FENCE
EXTEND INTO THE DRIVE MORE
THAN 2' FROM THE FACE OF
THE CURB OR DRIVE.
LEGEND
EXLS1iNG
FIRE HYDRANT cn
EXISTING BUILDING wvx WATER VALVE
LAND LOT LINE (LLL) MX GAS VALVE '
- - -- PROPERTY LINE ON El WATER METER
-0I4U--ik_-0HU-- UTILITY POLE (UP), r GAS METER
OVERHEAD LINES & GUY 0 MONITORING WELL
-%T----F 0T- FIBER OPTIC CABLE piv POST INDICATOR VALVE
TREE LINE WN MAILBOX p�
--:'�,-- SANITARY SEWER MANHOLE- STREET SIGN
J $w SANITARY CLEAN -OUT (SCO) TRAFFIC SIGNAL. POLE
0 TELEPHONE MANHOLEIPEDESTAL TRAFFIC SIGNAL BOX
STORM DRAIN PIPE MTH HEADWALL 13ACKFLOW PREVENTER
DOUBLE-WNG CATCH BASIN FIRE DEPT. CONNECTION
SINGLE -WING CATCH BASIN urrrr,rrr
I RBER aPrrc Box
JUNCTION BOX J8 toy ,�
( m IRR16A RON. CONTROL VALVE ��
�,�. , •��
- x- FENDROP CE CURB INLET (DI OR Cl) Q) DRAINAGE MANHOLE ��OQ.•k�Ssi(j•./�
�_ - . ..-_.....- DRAINAGE DITCH OR SWALE R% RIGHT-OF-WAY `Q
RBF REBAR PIN FOUND - •�L r
EXISTING 10 FOOT CONTOUR S E A I_ _
OTF OPEN TOP PIPE FOUND ;
EXIS71NC 2 FOOT CONTOUR = 023207
x950.00 EXISTING GRADE SPOT ELEVATION CTF.. CRIMP TOP PIPE FOUND ;
CUF CONCRETE MONUMENT FOUND v • F NE.� 4
DIRECTION OF SURFACE FLOW �G.•'
BDF BRASS DISK FOUND '',,'�• ,•.. l,�j
(N 4773'2J �=) RECORDED DATA
13
PARKING SPACE COUNT
AXE"
AXLE FOUND
0
LIGHT POLE (LP)
RBS
REBAR PIN SET
ELECTRICAL TRANSFORMER BOX
CMP
REINFORCED CONC: PIPE
W. CD
ELECTRICAL METER
RCP
CORRUGATED METAL PIPE
`
ELECTRICAL STUB OUT
HDPE
HIGH -DENSITY
UNKNOWN UTILITY STUB OUT
POLYETHYLENE PIPE
UGE
UNDERGROUND ELECTRIC CABLE
PROPOSED
INK
,••r •� BOUNDARY LINE QV
- - - - - - - - (GRADE BREAK
--'XXXX - PROPOSED CONTOUR ®�
_ Ld
Y Ld
CF CONSTRUCTION FENCE (SEE DETAIL SHEETS)
DRAINAGE SLOPE AND DIRECTION
SPOT ELEVATIONS:
x �c ��
X)m T01 TOP OF ISLAND a V
XXXX EX. EXISTING ELEVATION �.
X)m TS TOP OF SIDEWALK
M STM-> � STM-> = PROPOSED STORM SEWER PIPE
GENERAL GRADING NOTES Q. z
A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, WATER MAIN
OR ANY OTHER UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY,
AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY ch � � QO
CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY of a
CONFLICTS OR REQUIRED DEVIATIONS FROM THE PLAN PRIOR TO CO !J
CONSTRUCTION. NOTIFICATION SHALL BE MADE A MINIMUM OF 72 HOURS Ir
PRIM TO CONSTRUCTION, THE ENGINEER AND ITS CLIENTS SHALL BE
HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE �(
SUCH NOTIFICATION.
B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE I
GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE w
TOPSOIL 1S NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE
TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL
THEN BE SEEDED/SODDED, FERTILIZED. MULCHED, WATERED AND
MAINTAINED UNTIL HARDY GRASS GROWTH. IS ESTABLISHED IN ALL
AREAS. ANY RELOCATED TREES SHALL BE MAINTAINED UNTIL SUCH
POINT AS TREE IS RE-ESTABLISHED. ANY AREAS DISTURBED FOR ANY
REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE
CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER.
C. THE CONTRACTOR is SPECIFICALLY CAUTIONED THAT THE LOCATION
AND/OR ELEVATION OF EXISTING LITIUTIES AS SHOWN ON THESE PLANS Of
IS BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES, AND
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE. O N o
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. �� p
THE CONTRACTOR MUST CALL THE APPROPRIATE UTIUTY COMPANY AT i m
LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATION OF UTIUTIES. `ire o
Lm ra D. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADES ;9
SHOWN ON THESE PLANS ARE NOT FROM AN AS -BUILT SURVEY. THE02 -C IiI go,
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING
ELEVATIONS BEFORE COMMENCING CONSTRUCTION. EXISTING AND Z "
PROPOSED CONTOURS ARE FOR REFERENCE ONLY. qr� _
�
E. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF IN 3 a
THE CONSTRUCTION TRAILER. AND FENCING SHALL NOT AFFECT THE
WAL-MART TRAFFIC FLOW..
F. CONTRACTOR TO FIELD VERIFY ELEVATIONS OF PROPOSED DRAINAGE
STRUCTURES AND ADJACENT PAVEMENT CONSTRUCTED BY WAL-MART
_PRIOR TO STARTING CONSTRUCTION.
G. REFER TO GEOTECHNICAL REPORT FOR SPECIFIC SITE SOIL CONDITIONS
AND CONSIDERATIONS.
H. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS
OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR
EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL
USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF
PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND 0
EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS
RESPONSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS
REQUIRED BY OSHA.
L CONTRACTOR SHALL TAKE ALL APPROPRIATE MEASURES TO KEEP
i
SEDIMENT FROM ENTERING THE WAL-MART PARKING AREA AND ENSURE
THAT THE PARKING AREA IS KEPT CLEAN.
F. ALL HOPE PIPE IN SANDY OR HG,HLY EROSIVE, OR EXPANSIVE SOILS SHALL BE N-12 Wf
0 (OR EQUIVALENT) WITH SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS. L( )) Q
4 -48' PIPE SHALL MEET ASTM F200 (OR AASHTO M252 TYPE S) REQUIREMENTS, AND B n I
SHALL HAVE A MINIMUM MAWNINGS 'n' DESIGN VALUE OF 0.012. JOINTS SHALL BE tout
WATERTIGHT ACCORDING TO ASTM D3212 (OR AASH70 M252. M294) REQUIREMENTS.
GASKETS SHALL MEET THE REQUIREMENTS OF ASTM F477. JOINT PERFORMANCE, FITTINGS, ac
MATERIAL PROPERTIES. AND INSTALLATION SHALT. BE. DONE PER THE COMPLETE ADS
SPECIFICATION FOR ADS N-12 WT IB PIPE FOUND IN THE ADS, INC. DRAINAGE HANDBOOK, p
LATEST EDITION.
a
co 0
G. ALL OTHER HOPE PIPE SHALL BE N-12 ST IB (OR EQUIVALENT) WITH SMOOTH INTERIOR®
AND ANNULAR EXTERIOR CORRUGATIONS. a-46' PIPE SHALL MEET ASTM F2648 (OR N
AASHTO M252 TYPE S OR SP) REQUIREMENTS, AND SHALL HAVE A MINIMUM MANNINGS in
'n' DESIGN VALUE OF 0.012. JOINT PERFORMANCE. FITTINGS, MATERIAL PROPERTIES, AND X
INSTALLATION SHALL BE DONE PER THE COMPLETE ADS SPECIFICATION FOR ADS N-12 ST n I
IBPIPE FOUND IN THE ADS, INC. DRAINAGE HANDBOOK. LATEST EDITION. luul
H. IF USING HDPE PERFORATED PIPE FOR SUBSURFACE DRAINAGE AND DETENTION/RETENTION a � 0
SYSTEMS, THE PERFORATIONS SHALL MEET THE AASHTO CLASS II STANDARD PERFORATION
PATTERN REQUIREMENTS. o
L ALL STORM MU LINES 18-54' DIAMETER ARE TO BE REINFORCED CONCRETE PIPE 10a
ACCORDING TO ASTM C-76 TYPE II UNLESS OTHIER11gSE INDICATED. 0 N OIL w
0 GRADING NOTES>7
ISO MATCH DUSTING MAMONS
51 B LIMIT'S OF SAWCUT AND PAVEMENT REMOVAL.
no
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1
BASIN
,3G, j2
LE T .�i
S IN V.
!r I
COMBINATION INLET (A-1)
TC 30.94
GRATE 30.44
INV. IN 29.00 (8' HDPE)
INV. OUT 26.14(15' RCP)
it
€
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EX GRATE INLET (A-1)
€ RIM 29.99 EX GRATE INLET (A-2)
i8C INV. IN 22.49 SE EX.3O RIM 29.99 1$C
INV. IN 25.50 (W)(PROP.15x) INV. IN 25.50 (SW)(PROP.15j
INV. OUT 22.39/NW /EX.3O' RATE INLET INV. OUT 23.3 NW EX.30"
l )( ) lt� GRATE INLET
4( )( )
0 r sE, 22. dd0 dd0 dJO dlT d0 d.40 d�0 d�0
WV, OUT 2.3,34
4 Y
INV OL T / W) 22- 39
0 CL GRATE 11VLET
___.. CONSTRUCTION IN THIS ! n 65.4 LF 15 RCP ® 1.0070 TOP 29.78
l AREA SHALL BE
1 tsN SLIT 23.38
COMPLETED WITHIN 3 DAYS
CONSTRUCTION IN THIS1
0 / , ! 29A AREA SHALL BE 1a.
' COMBINATION INLET (A-2) U-
€ €
i 1 COMPLETED WITHIN 3 DAYS i n TC 30.54
V60.2
LF 15" RCP ® 1.00% 29A i �� GRATE 30.04 23E
INV. IN 29.00 ' (8' HDPE)
d 0 �� � � �� N
I INV. OUT 26.20(15' RCP),
f-�
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i <-WAS9 C STM->
27E 106.8 LF 4" HDPE O 1.00% - - r - 102.6 LF H4 EP O 1.00X
$ 27E .� 27E
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5
0 20' 30' 40'
on_m�
SCALE IN FEET
Y 44,
r01�
9 �
�q ONE
1. THE MURPHY STATION WILL NOT DROP THE
WAL-MART GREEN SPACE BELOW CITY
REQUIREMENTS.
2. ALL PERMANENT TURF AREAS MUST BE SODDED.
3. GC TO ENSURE THAT TRAFFIC THROUGH MAIN
WAL-MART DRIVES IS NOT INTERRUPTED AT ANY
TIME DUE TO CONSTRUCTION ACTIVITIES. ENSURE
A MINIMUM! TBAPORARY LANE WIDTH OF IW
(EACH DIRECTION) IS AVAILABLE AT ALL TIMES,
FREE OF OBSTRUCTIONS TO VEHICLES. AT NO
TIME SHALL THE CONSTRUCTION FENCE EXTEND
INTO THE DRIVE MORE THAN 2' FROM THE FAKE
OF THE CURB OR DRIVE.
4. IF DEMOiifiON OR CONSTRUCTION ON SITE WILL
INTERFERE WITH THE WAL--MART TRAFFIC FLOW
OR ADJACENT PROPERTY OWNER'S TRAFFIC FLOW,
THE CONTRACTOR SHALL COORDINATE WITH THE
WAL-MART CONSTRUCTION/STORE MANAGER
AND/OR ADJACENT PROPERTY OWNER, TO
MINIMIZE THE IMPACT ON TRAFFIC FLOW.
TEMPORARY RE-ROUTING OF TRAFFIC IS TO BE
ACCOMPLISHED BY USING DOT APPROVED
TRAFFIC BARRICADES, BARRELS, AND/OR CONES.
TEMPORARY SOME AND FLAGMEN MAY BE
ALSO NECESSARY.
5. ALL WAL-MARL' PROPERTY DAMAGED DUE TO
CONSTRUCTION ACTIVITIES MUST BE
REPLACED/RESTORED TO MATCH THE EXISTING
TYPE AND QUALITY OF WORK AND MATERIALS,
AND IS SUBJECT TO WAL-MART APPROVAL
6. UTILITY WORK DONE ON WAL-MART PARCEL,
WHETHER BY THE GC, CITY OR THE UTILITY
COMPANIES. SHALL BE REPAIRED BACK TO
EYJS11NG CONDITIONS.
7. EROSION CONTROL MEASURES IMPLEMEWED INSIDE
THE WAL MY1RT DRIVE ISLES AND PARKING LOT
SHALL INCLUDE ONLY SILT BAGS (OR WAL.--MART
PRE-APPRO O EQUAL.) TO ENSURE TRAFFIC
CIRCULMTi()<H IS NOT IMPEDED. GRAVEL INLET
PROTECTION DEVICES SHALL NOT BE ALLOWED INSIDE
THE WAL-MAIRT DRIVE ISLES OR PARKING LOT.
B. GC SHALL UTILIZE DIRECTIONAL. BORING OR JACK
AND BORE METHODS TO INSTALL ALL UTILITIES
THROUGH THE VAL-MART PARKM LOT, AND PAVED
AREAS OR DRIVE ISLES.
GC TO ENSURE THAT TRAFFIC
THROUGH DRIVE IS NOT
INTERRUPTED AT ANY TIME DUE
TO CONSTRUCTION ACTIVITIES.
ENSURE A MINIMUM TEMPORARY
LANE WIDTH OF 10' (EACH
DIRECTION) IS AVAILABLE AT ALL
TIMES, FREE OF OBSTRUCTIONS
TO VEHICLES. AT NO TIME SHALL
THE CONSTRUCTION FENCE
EXTEND INTO THE DRIVE MORE
THAN 2' FROM THE FACE OF
THE CURB OR DRIVE.
LEGEND
EXISTING �w
JX PRE HYDRANT
EXISTING BUILDING wvN WATER VALVE
�- LAND LOT LINE (LLL) >,v>1 GAS VALVE
-- PROPERTY LINE mg© WATER METER ,I
- HtlIti UTILITY POLE (UP), GM CD GAS METER
OVERHEAD LINES 4, GUY 0 MONITORING WELL
- 01--40T-- FIBER OPTIC CABLE plv POST WDICA TOR VALVE
TREE LINE`; MAILBOX pn
----s.-- Os---S' --- SANITARY SEWER MANHOLE --zr - STREET SIGN
(D SANITARY CLEAN -OUT (SCO) S TRAFFIC SIGNAL POLE
! TELEPHONE MANHOLE/PEDESTAL �. TRAFFIC SIGNAL BOX
STORM DRAIN PIPE WITH HEADWALL BACKFLOW PREVENTER
DOUBLE-1MNG CATCH BASIN FIRE DEPT. CONNECTION
-- SINGLE -WING CATCH BASIN FIBER OP77C BOX
---===<)r- --~�-= =- JUNCTION BOX (JB) €c IRRIGATION CONTROL VALVE
=- DROP OR CURB INLET (DI OR Cl)
---�-�a---�t-�- FENCE � DRAINAGE MANHOLE
1IW RIGHT-OF-WAY ►�A
_ s DRAINAGE DITCH OR SCALE PBS REBAR PIN FOUND �� •• �� �,`�
-- 0
g2o------- EXISTING 10 FOOT CONTOUR TF OPEN TOP PIPE FOUND 0
,•'
0
EXISTING 2 FOOT CONTOUR �: -Q,
x 950,00 EXISTING GRADE SPOT ELEVATION CTf~ CRIMP TOP PIPE FOUND - 'Q S E A L
DIRECTION OF SURFACE FLOW CMF" CONCRETE MONUMENT FOUND _ 023207 _
(N 477.3'271) RECORDED DATA BOF BRASS DISK FOUND =
PARKING SPACE COUNT AXF AXLE FOUND •.. •�Q
LIGHT POLE (LP) RRS REBAR PIN SET E
ELECTRICAL TRANSFORMER BOX CUP REINFORCED CONC. PIPE
ELECTRICAL METER RCP CORRUGATED METAL PIPE ! rr JJJJJJriJi
ELECTRICAL STUB OUTHDPE NIGH -DENSITY
UNKNOIMr1 UTILITY STUB OUT POLYETHYLENE PIPE c 0
UGE UNDERGROUND ELECTRIC CABLE
PROPOSED
•� �� BOUNDARY LINE
- -"- - - - --• - - GRADE BREAK
XXXX - PROPOSED CONTOUR
CF CONSTRUCTION FENCE (SEE DETAIL SHEETS)
DRAINAGE SLOPE AND DIRECTION
SPOT ELEVATIONS:
x TOP OF CURB
TOP ISLAND
EXISTING ELEVATION
TOP OF SIDEWALK
M STM-> � STM-> = PROPOSED STORM SEWER PIPE
GENERAL GRADING NOTES
A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, WATER MAIN
OR ANY OTHER UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY,
AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY
CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY
CONFLICTS OR REQUIRED DEVIATIONS FROM THE PLAN PRIOR TO
CONSTRUCTION. NOTIFICATION SHALL BE MADE A MINIMUM OF 72 HOURS
PRIOR TO CONSTRUCTION, THE ENGINEER AND ITS CLIENTS SHALL BE
HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE
SUCH NOTIFICATION.
B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE
GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE
TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE
TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL
THEN BE SEEDED/SODDED, FERTILIZED, MULCHED, WATERED AND
MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL
AREAS. ANY RELOCATED TREES SHALL BE MAINTAINED UNTIL SUCH
POINT AS TREE IS RE-ESTABLISHED. ANY AREAS DISTURBED FOR ANY
REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE
CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER.
C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND/OR ELEVATION OF EXISTING UTIUTIES AS SHOWN ON THESE PLANS
IS BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES, AND
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT
LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATION OF UTILITIES.
D. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADES
SHOWN ON THESE PLANS ARE NOT FROM AN AS --BUILT SURVEY. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING
ELEVATIONS BEFORE COMMENCING CONSTRUCTION. EXISTING AND
PROPOSED CONTOURS ARE FOR REFERENCE ONLY.
I- THE CONTRACTOR IS SPECIFICALLY CAUTIONED. THAT THE LOCATION OF
THE CONSTRUCTION TRAILER AND FENCING SHALL NOT AFFECT THE
WAL-MART TRAFFIC FLOW.
F. CONTRACTOR TO FIELD VERIFY ELEVATIONS OF PROPOSED DRAINAGE
STRUCTURES AND ADJACENT PAVEMENT CONSTRUCTED BY WAL-MART
PRIOR TO STARTING CONSTRUCTION.
G. REFER TO GEOTECHNICAL. REPORT FOR SPECIFIC SITE SOIL CONDITIONS
AND CONSIDERATIONS.
H. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS
OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR
EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL
USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF
PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND
EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS
RESPONSIBLE FOR COMPLYING WITH PERFORMANCE CRITERIA AS
REQUIRED BY OSHA.
1. CONTRACTOR SHALL TAKE ALL APPROPRIATE MEASURES TO KEEP
SEDIMENT FROM ENTERING THE WAL-MART PARKING AREA AND ENSURE
THAT THE PARKING AREA IS KEPT CLEAN.
F. ALL HDPE PIPE IN SANDY OR HIGHLY EROSIVE, OR EXPANSIVE SOILS SHALL BE N-12 WT
IS (OR EQUIVALENT) WITH SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS.
4'--4e PIPE SHALL MEET ASTM F2648 (OR AASHTO M252 TYPE S) REQUIREMENTS, AND
SHALL HAVE A MINIMUM MANNINGS "n' DESIGN VALUE OF 0.012. JOINTS SHALL BE
WATERTIGHT ACCORDING TO ASTM D3212 (OR AASHTO M252. M294) REQUIREMENTS.
GASKETS SHALL MEET THE REQUIREMENT'S OF ASTM F477. JOINT PERFORMANCE, FITTINGS,
MATERIAL PROPERTIES, AND INSTALLATION SHAM BE DONE . PER THE COMPLETE ADS
SPECIFICATION FOR ADS N-12 WT IB PIPE FOUND IN THE ADS, INC. DRAINAGE HANDBOOK,
LATEST EDITION.
G. ALL OTHER HDPE PIPE SHALL BE N-12 ST IB (OR EQUIVALENT) WITH SMOOTH INTERIOR
AND ANNULAR EXTERIOR CORRUGATIONS. 4"-48' PIPE SHALL MEET ASTM F2648 (OR
AASHTO M252 TYPE S OR SP) REQUIREMENTS, AND %HALL HAVE A MINIMUM MANNINGS
'n' DESIGN VALUE OF O.OI2. JOINT PERFORMANCE, FITTINGS, MATERIAL PROPERTIES, AND
INSTALLATION SHALL BE DONE PER THE COMPLETE ADS SPECIFICATION FOR ADS N-12 ST
IS PIPE FOUND IN THE ADS, INC. DRAINAGE HANDBOOK, LATEST EDITION.
H. IF USWG HDPE PERFORATED PIPE FOR SUBSURFACE DRAINAGE AND DETENTION/RETENTION
SYSTEMS, THE PERFORATIONS SHALL MEET THE AASHTO CLASS II STANDARD PERFORATION
PATTERN REQUIREMENTS.
L ALL STORM SEWER LINES 1W-54' DIAMETER ARE TO BE REINFORCED CONCRETE PIPE
ACCORDING TO ASW C-76 TYPE: II UNLESS OTHERWISE INDICATED.
p STORM SEWER NOTES
9C CONNECT DOWN SPOUTS TO ORNN PIPE (SEE ARCH. PLANS FOR EXACT
NO. AND LOCATION OF DOWN SPOUTS)
STORM DETAILS - SEE DETAIL SHEETS
23E COMBINATION INLET
27E STORM DRAIN CLEAN -OUT
C4
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LIMITS OF
' DISTURBED
AREA
I
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€ GRATE Yn .T,-
it t ; - tN4! £H3l' 2:3.38 MV W r,40i 2...26
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LIMITS OF
DC �'
DISTURBED
j
AREA
CONCRETE WASHOUT AREA.
ZITS OF
s
CONTRACTOR TO
TU
i
RD
RELOCATE/REMOVE THE WASHOUT
SOP
AREA':
AREA
( "�
l ;
SDP
AREA AS CONSTRUCTION
PROGRESSES SO THAT
€t
4 $ �.�- _'`"
s�CONSTRUCTION TRAFFIC IS NOT
_
4
�~ CWA
NEGATIVELY IMPACTED. "�
�' m 32 -
GENERAL EROSION NOTES
' x
A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER
POLLUTION PREVENTION PLAN. ADD111ONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED
AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF
CONSTRUCTION.
B. BEST MANAGEMENT PRACTICES (BMP-S) AND CONTROLS SHALL CONFORM TO FEDERAL,. STATE, OR
LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTORS SHALL IMPLEMENT
ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. ,
C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY n
IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. }
D. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL
SEQUENCING SHOWN ON THIS PLAN, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT: NO
UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. °➢r''
E. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA I"
WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE
PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS," AND TOILET
FACILITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM ON DOWNSTREAM SIDES AS NEEDED. r
F. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) .SHALL BE us H11VY70
DETAINED AND PROPERLY TREATED OR DISPOSED.
G. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED 4
ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND
LEAKS.
H. DUST ON THE SITE SHALL BE MINIMIZED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED
OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS .IS PROHIBITED.
I. RUBBISH, TRASH, . GAREIAGE, UTTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED
CONTAINERS. MATERIALS SHALL -BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION
OF WIND OR STORMWA'n DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.
J. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. MUST BE STABILIZED
IMMEDIATELY UPON MMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF
FAST -GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS,
TACKIFIERS, NETTING OR BLANKETS.
K.. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED
SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED,
SODDED, AND/OR VEGETATED IMMEDIATELY, OR STABILIZED AS SHOWN ON PLANS, NO LATER THAN
14 DAYS AFTER THE LAST CONSTRUCTION ACTMTY OCCURRING IN THESE AREAS. REFER TO THE
GRADING PLAN AND/OR LANDSCAPE PLAN.
L. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT
SUFFICIENT TO PREVENT TRACKING OF DIRT, DUST OR MUD, THEN THE TIRES MUST BE WASHED
BEFORE THE VEHICLES ENTER A PUBUC ROAD. PROVISIONS MUST BE MADE TO INTERCEPT THE WASH
WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS
LOCATIONS AS PROVIDED.
M. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO
STORM BRANS MUST BE REMOVED IMMEDIATELY.
N. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE
DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE
SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE
0. ON -SITE AND OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION
AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND
BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE
WITH GENERAL PERMIT REQUIREMENTS. (N
P. SLOPES SHALT. BE LEFT IN A ROUGII0ED CONDITION DURING THE GRADING PHASE TO REDUCE
RUNOFF VELOCITIES AND EROSION.
Q. DUE TO THE (MADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES.
ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE.
R. GENERAL CONTRACTOR IS TO DESIGNATE/IDENiiFY AREAS ON THE SITE MAPS, INSIDE OF THE LIMITS
OF 1A41U IeANCT:, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE.
SEQUENCE OF CONSTRUC11ON
3 ' LIMITS OF
s4 DISTURBED
PHASE I
AREA ; I. INSTALL STABILIZED CONSTRUCTION ENTRANCES.
2. PREPARE TEMPORARY PARKING AND STORAGE AREA.
1 3. CONSTRUCT THE SILT FENCES ON THE SITE.
4. INSTALL ALL PERIMETER SEDIMENT MEASURES.
1 5. INSTALL ALL TEMPORARY EROSION & SEDIMENT CONTROLS AS'NEEDED.
A a
+ 1
CATai NSA'
w s�1.s2
UNPO.F T'
AvCESS wv..
j 6. CLEAR AND GRUB THE SITE.
- ; 7. BEGIN GRADING THE SITE:.
PHASE IL
8. START CONSTRUCTION OF BUILDING PAD, STRUCTURES, AND OFF -SITE IMPROVEMENTS.
9 TEMPORARILY SEED
.. .. - - ........ .........e ­............„ ......,..�s� ��� --- DENUDED AREAS.
� 5 10. INSTALL UTILITIES, UNDOMRANS, STORM SEWERS, CURBS AND GUTUS.
11. INSTALL INLET/FLUME PROTECTION DEVICES.
12 INSTALL RIP RAP AROUND OUTLET STRUCTURES.
COc eAs?N 13. PREPARE SITE FOR PAVING.
SF ` 0$ i cbT.� L__ _ 14. PAVE 51TE.
c cur ` ''n w w �.a �. x_ Q-_ 1
`�� LIMITS OF "° ` r ✓ 15. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING
a aEssv. m_ _ ®__ w E
t ' gDP DISTURBED` I& REMOVE EROSION AND TEMPORARY SEDIMENT CONTROL DEVICES AFTER FINAL STABILIZATION IS
1 j AREA x - Aq;iEVED.
: r �-----�._ f `�� � .✓- ,-°'" .,.. ��-M---,--._ tea, �
€ mY cam— ��
.di.,.....�.«_...»....- rm®®.-e- w.�....w.�_._ ,__.me„µ ... -..«. ,w�- ....�..,�rs:.saca�a...."„•- r.^,,..s-c. ._>^'^.d .. ,..,.....,�..� .®.._....... _ .r "'• «» "" p _._.GFi^-"'_'r.._..-_ "-^+, -
i , _... �..... _ ^^-.w�"--,- .meµ ce�U�- ----�' '�,' +
4' .. � ��' —` =--- ,�. - _ *m.. -__M 8MP MAINTENANCENOTES
SF'`-'�^-_.� ��' • H w M...«•_' --- ....�._,._ ice_"`_'""'_"'
YAW-'" MISS� „r ,�,...5...—._-.••.
«.."..�_°� ALL MEASURES STATED ON 'DENS SITE MAP, AND IN THE STORM WATER POU_LITION PREVENTION PLAN,
- - ;� -� - _ _Fo; - - �•-� ____ _5��A �� I _ _�_. — "°�'` SHALL BE MAINTAINED N FULLY FUNCTIONAL (rONDlll�l UNTTC NO LONGER REQUIRED FORA COMPLETED
t ¢4=- - - � : GONE-- / -sL-- PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL
3 mmoono, rr - 9`�' �r ' " ~���� 1 - - -"-'- - "- 1 MEASURE SHALL BE CHEF BY A QUALIFIED PERSON N ACCORDANCE WITH THE CONTRACT DOCUMENTS
..�� + �» -� _,•--� "" OR THE APPLICABLE PERMIT WHICHEVER IS MORE STRINGENT AND REPAIRED IN ACCORDANCE WITH THE
FOLLOWING:
om
'°"„� �.,,_, "� LF C.'`� .�--•._=a'ka�aa .�,m"^.,..� saa7/__"_""------ �maw_sn=«.e�s
t +w a- - _._ —.-- - — - -- 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS
�" � .- C*iv_ = = _DISTURBED
OF UNDERMINING OR DETERIORATION.
--" 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT GOOD STAND IS MAINTAINED.
�_ -
�"`" AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED.
- - -� - ®' - ^^-`""`"- 3. SILT FENCES SHALT. BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE___M ----�-- -- " - � - -��-� �W � _� _ - - � �J��� REMOVED FROM THE SILT' FENCES WHEN IT REACHES ONE-HALF OF THE SILT FENCE.
Al I � _ �.�r - - - � _ 4. THE CONSTRUCTION EOOTS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
'' -` - x •- tig. FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRED PERIODIC TOP DRESSING OF THE
CONSTRUCTION EXITS AS CONDITIONS DEMAND.
5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR
- I s s _?`gyp PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING
AREA AS CONDITIONS DEMAND.
6. FILM TUBES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE
REMOVED FROM TUBES WHEN IT REACHES } OF ITS EXPOSED HEIGH : SEE DETAILS.
CATG¢, RA�,N ) 7. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS.. ANY DEBRIS AND/OR
rUa ,�ada
SEDIMENT REACHING THE PUBLIC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER --�-- '�
° UNASLE TO -- w_ THAN FLUSHING
29,97v'CE.'aS ftrY. - .
70
rw r� �� OKY
EROSION & SEDIMENT CONTROLS, ROCK CONSTRUCTION ENTRANCE, AND TREE PROTECTION
MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
TIRE ESCAPE OF SEDIMIs r FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF
EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH
LAND-DLSTUREING ACI'IVITIFS.
EROSION CONTROL MEASURES WILL BE MAINTAINED) AT ALL TIMES. IF FULL IMPLEMENTATION OF
THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLBMENTED TO CONTROL OR TREAT
THE SEDIMENT SOURCE
SITE EROSION CONTROLS SHALL BE CHECKED AND IF NECESSARY, REPAIRED WEEKLY AND WITHIN
24 HOURS AFTER EACH RAINFALL2I/2". IN THE EVENT OF CONTINUOS RAINFALL, EROSION
CONTROLS SHALL BE CHECKED DAILY.
24 HR EMERGENCY CONTACT:
RUSTY COAN, P.E. 870-875-7629
ULTIMATE
RECEIVING
WATER
UNNAMED
TRIBUTARY
PROJECT err r�R� t
LOCATION
USGS QUADRANGLE MAP
S
Cic
I
wss
�
_ SEAL
-
- 023207
N.T.S. DEC 09`914
LEGEND
_ ®�9
EXISTING Y o
FIRE HYDRANT ` M
EXISTING BUILDING WYN WATER VALVE
LAND LOT LINE (LLL) GvM GAS VALVE
- - PROPERTY LINE W © WATER METER _ W
Hi -Q, e{JHU UTILITY POLE (UP), i e GAS METER inN6
OVERHEAD LINES &GUY PC
0 MONITORING WELL
1------M3 --- FIBER OPTIC CABLE PTV POST INDICATOR VALVE Nub
TREE LINE ® MAILBOx
- - SANITARY SEWER MANHOLE STREET SIGN N :2 Z . Z
(D SANITARY CLEAN -OUT (SCO) e TRAFFIC SIGNAL POLE d
{D co TELEPHONE MANHOLE/PEDESTAL M TRAFFIC SIGNAL BOX u
STORM DRAIN PIPE WITH HEADWALL BACKFLOW PREVENTER cc
z == DOUBLE -WING CATCH BASIN FIRE DEPT. CONNECTION PC
- �-- SINGLE -WING CATCH BASIN M FIBER OPTIC BOX Z �Z t
-- —`-�3— JUNCTION BOX (J8) IRRIGATfON CONTROL VALVE CL
DROP OR CURB INLET (DI OR CI) (�
-- FENCE DRAINAGE MANHOLE I�
_-.�- DRAINAGE DITCH. OR SWALE RIW RIGHT OF -WAY
—920-- EXISTING 10 FOOT CONTOUR RB` REBAR PIN FOUND
EXISTING 2 FOOT CONTOUR OTT' OPEN TOP PIPE FOUND � E,_E
CTF CRIMP TOP PIPE FOUND F- {�
x9i7.ti� EXISTING GRADE SPOT ELEVATION O Q
=} DIRECTION OF SURFACE FLOW GPAF CONCRETE MONUMENT FOUND 1 0
4n,,!27"E) RECORDED DATA BOF BRASS DISK FOUND
0 PARKING SPACE COUNT AXF AXLE FOUND
LIGHT POLE (LP) RBS REBAR PIN SET
ELECTRICAL TRANSFORMER BOX CA4P REINFORCED CONC. PIPE
IN ELECTRICAL METER RCP CORRUGATED METAL PIPE f �l
ELECTRICAL STUB OUT NDPE HIGH -DENSITY ' �
UNKNOWN UTILITY STUB OUT POLYETHYLENE PIPE
UGE UNDERGROUND ELECTRIC CABLE
PROPOSED
■► NOW SEND BOUNDARY LINE
CF CONSTRUCTION FENCE
mm mum mm um LIMITS OF DISTURBED AREA
SOIL TYPE DESIGNATION Q
L Ng��S�c
PROJECT INFORMATION
RECEIVING WATER IS AN UN -NAMED TRIBUTARY OF SANDY RUN. SANDY RUN EVENTUALLY �i � .•.� � C)
CONNECTS TO TUCKER CREEK WATERWAY f 1.82 MILES TO N0R'TNM OF PRGIECT SITE. �+5
PROPOSED PROJECT IS CONSTRUCTING A GAS STATION CONSISTING OF 1,200 S.F. CONVENIENT v , _
STORE WITH 8/2 PUMP ISLANDS AND ASSOCIATED PARKING AREA. z O
ACREAGE OF SITE IS 1.19 ACRES. a 8
DISTURBED ACREAM . OF SITE (INCLUDING OFF -SITE WORK) IS 1.31 ACRES. 3
ANTICIPATED CONSTRUCTION START DATE MARCH 2O15 AND COMPLETION DATE IS JUNE 2015.
CONTRACTOR TO TAKE APPROPRIATE MEASURES TO KEEP SEDIMENT FROM ESCAPING SITE AND ALL
ACCUMULATED SEDIMENT SHALL BE CLEANED OUT AND REMOVED FROM SITE.
DOWNSTREAM CONDITION WILL NOT BE NEGATIVELY AFFECTED BY PROPOSED DEVELOPMENT.
EROSION
DETAILS — SEE DETAIL SHEET C-4.2.
CE
STABILIZED CONSTRUCTION ENTRANCE
-- SF --
SF
SEDIMENTATION\SILT FENCE WITH WIRE SUPPORT
DC
DUST CONTROL. (USING: PHASING OF THE
PROJECT, MULCH, SPRINKLING WATER,
SPRAY -ON -ADHESIVE, CALCIUM CHLORIDE,
BARRIERS, ETC.)
CWA
CONCRETE WASHOUT AREA
SDP
SILT DIKE (ON EXISTING PAVEMENT)
IFB
INLET FILTER BAG
SITE SOILS
Ra - RAINS FINE SANDY LOAM
r .. F
a t: ,

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Y
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ItP2
ITS OF
DI URBED Ra [ sTM-> TM-> sTM->
AREA�,� 4-1n
t
CONCRETE WASHOUT AREA.
f -
I ,V ?- CONTRACTOR TO
I ------- RELOCATE/REMOVE THE WASHOUT i
AREA AS CONSTRUCTION I
PROGRESSES SO THAT n
i4 I r a r � CONSTRUCTION TRAFFIC IS NOT I
r
"_ NEGATIVELY IMPACTED.
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INV.. our t.W) 23.2E
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SDP LIMITS OF .
-------------------
SDP DISTURBEf _ --------
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+.r.,�•�.��` � LIMITS OF
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DISTURBED - _� - �� � - _ _ _ ._ m� � _ _ �=..........
-' AREA _ ry ..--- -. _ SF
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24 HR EMERGENCY CONTACT:
RUSTY COAN, P.E. 870-875-7629
ERosION & SED twr CONTROLS, ROCK CONSYRUCi70N ENTRANCE, AND TREE PROTECTION
MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED
UNTIL PERMANENT GROUND CLOVER IS ESTABLISHED,
THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE .PREVENTED BY THE INSTALLATION OF
EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH
LAND -DISTURBING ACTIVITIES.
EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FALL IMPLEMENTATION OF
THE APPROVED PLAN DOES NOT PROVIDE FOR EPFECTIVE EROSION CONTROL, ADDITIONAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT
THE SEDIMENT SOURCE
SITE EROSION CONTROLS SHALL BE CHECKED AND IF NECESSARY, REPAIRED WEEKLY AND WITHIN
24 HOURS AFTER EACH RAINFALL 21/7'. IN THE EVENT OF CONTINUOS RAINFALL, EROSION
CONTROLS SHALL BE CIMCKED DAILY.
.- ID
GENERAL EROSION NOTES
A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER'
POLLUTION PREVENTION PLAN. ADDITIONAL TEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED
AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF
CONSTRUCTION."* It
B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL C0WORM TO FEDERAL, STATE, OR Eir
LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE CONTRACTOR SHALL IMPLEMENT f'
ADDITIONAL CONTROL!:) AS DIRECTED BY PERMITTING AGENCY OR OWNER. r '
'•`; j f dr.
C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY'
IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.
D. CONTRACTOR TO OMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL
',.�'F
SEQUENCING SHOWN ON THIS PLAN, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO
UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED.
4 A
E GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA
WFBCH SHALL ALSO KBE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE
PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILETEilv :. �.
FACIITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM ON DOWNSTREAM. SIDES AS NEEDED. [o I
F. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE US HVYY 70
DETAINED AND PROPERLY TREATED OR DISPOSED.
G. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED
ON SITE OR READILY .AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND �
LEAKS.
H. DUST ON THE SITE SHALL BE MINIMIZED. THE USE. OF MOTOR OILS AND OTHER PETROLEUM BASED
OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
L RUBBISH, TRASH, GARBAGE UTTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED
CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION
OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.
J• ALL DENUDED/ 3ARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. MUST BE STABILIZED
IMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF
FAST -GERMINATING ANNUAL GRASS/GRAIN VARIETIES. STRAW/HAY MULCH, WOOD CELLULOSE FIBERS,
T'ACKFUS, NETTING OR BLANKETS.
K. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED
SHALT. BE PERMANENTLY STAB9UZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED,
SODDED. MID/OR VEGETATED IMMEDIATELY, OR STABILIZED AS SHOWN ON PLANS, NO LATER THAN
14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE
GRADING PLAN AND/OR LANDSCAPE PLAN.
. L IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT
SUFFICIENT TO PREM-34T TRACKING OF DIRT, DUST OR MUD, THEN THE TIRES MUST BE WASHED
BEFORE THE VEHICLES ENTER A PUBLIC ROAD. PROVISIONS MUST BE MADE TO INTERCEPT THE WASH
WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE ONLY USE INGRESS/EGRESS
LOCATIONS AS PROVIDED.
M. ALL MATERIALS SPILID, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO
STORM DRAINS MUST HE REMOVED IMMEDIATELY. . .
N. CONTRACTORS OR SUBCONTRACTORS MILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE
DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE
SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE.
Q ON -SITE AND OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION
AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND
BORROW AREA LOCA"DONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE
WITH GENERAL PERMU REQUIREMENTS.
P, SLOPES SFlNL BE iLF•f IN A ROUGHENED CONDITION DURING THE f�2A[MNG PHASE TO REDUCE
RUNOFF VELOCITIES AND EROSION.
Q. DUE TO THE GRADE C,'FIANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL.
BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES,
ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE
R. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFY AREAS ON THE SITE MAPS, INSIDE OF THE LIMITS
OF DISTURBANCE. FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE.
SEQUENCE OF CONSTRUCTION
1. ALL STABILIZED CONSTRUCTION ENTRANCES.
2 PREPARE TEMPORARY PARKING AND STORAGE AREA.
3. CONSTRUCT THE SILT FENCES ON THE SITE:.
4. INSTALL ALL PERMETEiR SEDIMENT MEASURES.
5. INSTALL ALL TEMPORARY EROSION do SEDIMENT CONTROLS AS NEEDED.
6. CLEAR AND GRUB THE SITE.
7. BEGIN GRADING THE SITE
PHASE u
8 START CONSTRUCTION OF BETIDING PAD, STRUCTURES, AND OFF -SITE IMPROVEMENTS.
9. TEMPORARILY SEED DENUDED AREAS.
10. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
11. INSTALL INLET/FLUME PROTECTION DEVICES.
12. INSTALL RIP RAP AROUND OUTLET STRUCTURES.
13. PREPARE SITE FOR PAVING.
14. PAVE SITE.
15. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.
16. REMOVE EROSION AND TEMPORARY SEDIMENT CONTROL DEVICES AFTER FINAL STABILIZATION IS
ACHIEVED.
BMP MAINTENANCE NOTES
ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN,
SHAD. BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED
PHASE OF WORK OR FINAL. STABILIZATION OF. THE SITE. ALL EROSION AND SEDIMENTATION CONTROL
MEASURE SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS
OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT. AND REPAIRED IN ACCORDANCE WITH THE
FOLLOWING:
1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS
OF UNDEMMING OR DETERIORATION.
IORATION.
2 ALL SLEETED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT GOOD STAND IS MAINTAINED.
AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED.
3: SILT FENCES SHALL IE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE
REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF OF THE SILT FENCE.
4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOW OF MUD ONTO PUBUC RIGHTS -OF -WAY. THIS MAY REQUIRED PERIODIC TOP DRESSING OF THE
CONSTRUCTION EXI7S AS CONDITIONS DEMAND.
5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR
PARING AND STORAGE), THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PAR KING
AREA AS CONDITIONS DEMAND.
6. FILTER TUBES SHALL Of. REPAIRED 70 THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE
REMOVED FROM TUBES WHEN IT REACHES I OF ITS EXPOSED HEIGHT SEE DETAILS.
7. PRIOR TO LEAVING THE. SITE, ALL VENCLES SHALL BE CLEANED OF DEBRIS ANY DEBRIS AND/OR
SEDIMENT REACHING THE PUBLIC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER
THAN FLUSHING.
PROJECT
3 LOCATION
,t� � ' �' ...CIF"`� i x 4 � a" P6 s 3 !, 1 f': ' ' f •!,
• 64
e.-
USGS QUADRANGLE MAP�� $ '
N.T.S.
LEGEND
EXISTING _
Y �
EXIS1
FIRE HYDRANT00
_ LAND LOT LINE (ILL} NG BUILDING �VWATER VALVE
LAND usr>o�4 GAS VALVE
-- PROPERTY LINE fN 0 WATER METER = Nrrvz
UTILITY POLE (UP), am cD GAS METER Y LLj
OVERHEAD LINES & GUY 0 MONITORING WELL
-'-F0T------F0T-- FIBER OPTIC CABLE POST INDICATOR VALVE
pY
TREE LINE W MAILBOX
----- SANITARY SEWER MANHOLE STREET SIGN
G sea SANITARY CLEAN -OUT (SCO) ED TRAFFIC SIGNAL POLE CCD 0-
(�
0 1:0 TELEPHONE MANHOLE/PEDESTAL TRAFFIC SIGNAL BOX
- STORM DRAIN PIPE WITH HEADWALL BACKf LOW PREVENTER
_---,' -- DOUBLE -WING CATCH BASIN FIRE DEPT. CONNECTION PC r
=-- = SINGLE -WING CATCH BASIN M FIBER OPTIC BOX Z V� n
C JUNCTION BOX 08) ' IRRIGATION CONTROL VALVE L I
-D==�= DROP OR CURB INLET (DI OR Cl) CL
FENCE DRAINAGE MANHOLE
- , - DRAINAGE DITCH OR SCALE RfW RIGHT-OF-WAY
�� e RHF REBAR PIN FOUND
9 EXIS77NO 10 FOOT CONTOUR r
EXISTING 2 FOOT CONTOUR
i773 OPEN TOP PIPE FOUND V
x9i,ci EXISTING GRADE SPOT ELEVA77ON CrF CRIMP TOP PIPE FOUND o Q
:Zoo re
DIREC77ON OF SURFACE FLOW mu
CIF CONCRETE MONUMENT FOUND 0
(N 47'13'27°E) RECORDED DATA F?DF BRASS DISK FOUND N
03 PARKING SPACE COUNT AXf AXLE FOUNDqK
41 LIGHT POLE (LP) RBS REBAR PIN SET Qj�
ELECTRICAL TRANSFORMER BOX CUP REINFORCED CONK PIPE
ELECTRICAL METER RCP CORRUGATED METAL PIPE
ELECTRICAL STUB OUT HDPE HIGH -DENSITY
UNKNOWN UTILITY STUB OUT POLYETHYLENE PIPE
UGE UNDERGROUND ELECTRIC CABLE
PROPOSED
....� BOUNDARY LINE
CF CONSTRUCTION FENCE
LIMITS OF DISTURBED AREA
SOIL TYPE DESIGNATION
PROJECT INFORMATION
RECEIVING WATER IS AN UN --NAMED TRIBUTARY OF SANDY RUN. SANITY RUN EVENTUALLY � m
CONNECTS TO TUCKER CREEK WATERWAY f 1.82 MITES TO NOME&ST OF PROJECT SITE. Lm
� ,-, 8 O
PROPOSED PROJECT IS CONSTRUCTING A GAS STATION CONSISTING OF 1,200 S.F. CONVENIENT Pilo
STORE WITH 8/2 PUMP ISLANDS AND ASSOCIATED PARKING AREA ..� ..
W f+0
ACREAGE OF SITE IS 1.19 ACRES.
DISTURBED ACREAGIE OF SITE (INCLUDING OFF -SITE WORK) IS 1.31 ACRES.
ANMPATED CONSTRUCTION START DATE MARCH 2O15 AND COMPLETION DATE IS JUNE 2015. w
CONTRACTOR TO TAKE APPROPRIATE MEASURES TO KEEP SEDIMENT FROM ESCAPING SITE AND ALL.
ACCUMULATED SEDIMENT SHAD. BE CLEANED OUT AND REMOVED FROM SITE
DOWNSTREAM CONDITION WILL NOT BE NEGATNELY AFFECTED BY PROPOSED DEVELOPMENT.
EROSION DETAILS - SEE DETAIL SHEET C-4.2
CE STABIUZED CONSTRUCTION ENTRANCE 0
PS PERMANENT STABIUZ'ATTON WITH SOD. SEE LANDSCAPE PLAN 0
- -- SIF ---- SF SEDIMENTATION\SILT FENCE WITH WIRE SUPPORT
1
DC DUST CONTROL (USING: PHASING OF THE
PROJECT. MULCH, SPRINKLING WATER,
SPRAY--ON-ADHESIVE. CALCIUM CHLORIDE,
BARRIERS, ETC.) � S�
�
CWA CONCRETE WASHOUT AREA tuut
Z
D � rt
SOP SILT DIKE (ON EXISTING PAVEMENT) w
IFB INLET FILTER BAG
® w
IP2 BLOCK AND AGGREGATE COMBINATION INLET SEDIMENT FILTER
SITE SOILS
Ra - RAINS FINE SANDY LOAM
O 30' 45, 60,
SCALE IN FEET
F-3
.. .. ._ ._. _... --err ,r,;c. ;F' :r.•{;-� --- - - -- - �-i ='r'_^T s,T. -
+�t.P..
ty i� i r r r r .> i rr 1 j- = y• r y! r � f y r °,1 '� -

f*...
':., 1-1.✓ �
1,•:.�.' Il tr lr:i. 4.•1sti al.y..L[�'f.•.F 1
i _.. .. ��.. -..
... .. ,.. ,..-�-,.. ,.__..�.... .�... _... .. _._� ... _ - - .-
_...
- -- -
rl, �'.jYS 1i:
VrWA rn �W °1vu oaaa
SEDIMENT
FILTER
GRATE INLET PORTION
WIRE MES CONCRETE BLOCKS
OF COMBINATION INLET
CONCRETE
WIRE MESH
ce
" MIN 000 ----CUR INLET
BLOCKSam-
RUNOFF ♦ oQ a PORTION OF
00000a
a o o a o■r
r aoa o000000°o0
o°a°o°o°o°o° o°a°o°o°o°
o 0 0 o a o 0 0 0 000
000 o COMBINATION.
SEDIMENT
INLET
000
FILTER
o°o
GRATE INLET
AGGREGATE PORTION
000 c °
V oa
CQM9INATIOIpN INLET
GUTTER 0 a ..a
oo
GUTTER
0o
o0
SECTION A —A
go
0
n$
0
1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF GRATE
PORTION OF INLET ON THEIR SIDES. WITH ENDS OF ADJACENT BLOCKS ABUTTING.
CUR
CURB
CURB INLET PORTION
2. HEIGHT OF BARRIER VARIES. USE STACKS OF 47, $', OR 12' BLOCKS, MIN.
OF COMBINATION INLET
A
HEIGHT OF BARRIER SHALL BE 12' AND MAX. HEIGHT SHALL BE 24".
FIA—NFACE
3. PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1 /2' OPENINGS OVER VERTICAL
OF CONCRETE BLOCKS.
4. THE SEDIMENT FILTER SHALL BE 3/4' - 2" ANGULAR CLEAN STONE WHICH WILL
SLOW THE FLOW OF WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE
MATERIAL BEFORE ENTERING THE INLET.
TEMPORARY BLOCK AND
AGGREGATE COMBINATION INLET
SEDIMENT FILTER
,..
N.T.S.
L
• i
!
.q.
.:�'r
ADHESIVE
20.
'.
`.•.A
t' � , : ..
ill
�
•. i•
APRON `
=
y
`'i •'
0
:�.
• APRON ON THIS SIDE OF
THE DIKE SHOULD BE
FOLDED UNDER THE DIKE
SECTION AND GLUED DOWN
A
CONSTRUCTION DIKE SECTION
AREA
ADHESIVES:
CONCRETE PAVEMENT USE LIQUID NAIL OR APPROVED EQUAL. ADHESIVE SHALL BE PLACED WHERE THE UNITS
ASPHALT PAVEMENT USE EMULSIFIED ASPHALT. OVERLAP
AND A 20" STRIP ALONG BOTH EDGES.
SILT DIRE
ADHESIVE
FLOC` "'.
�'{t
EXISTING CONCRETE OR
ASPHALT PAVEMENT
ADHESIVE
DETAL A -A
SILT DIKE
(ON EXISTING PAVEMENT)
N.T.S. SD P
Ck18To0g Tarn t n Cnuntit Area WaWr QL afflyr Programs
flet protection— Geatextile FUter sag:
.�
Not",
PremaMMOMredPtCdUeticr
1. InsfallwWmairgairlpeotextile-fiiter6air .
Aft within a grata: Inifet
ar cmAance with fortuladurees
CecoIrnrineada4ions Product shown 1s the
Typicallyhas same ype ai
slfts$aw Sadillnant0onupi C Poke Maus
reircf woornent
byACF Einvvi'ranrnentai:
KNP hQ001 of gealek k IlWr tag
2, REigular StltSa has a tab tensilo
Wei W-11 V" pipe crew"
strength of 300Ibs and puncture strength
csf 120.9bs- Fabric is vvarl:polypropylene
with dout ile sbt h..
S. lrlspect gootuits t. 1ter bag afer eadi.
rainfallevent.. Remomae imentas
recon rr w0edt by Marurtacturer... Do not
instatl gedbw0e fdterbag at locations that.
rwy cage flooding in sheets or soxient
proper .
4. Pegular's'ltsas K*ba9 a flaw raw Of 4o
gpM per square .foot of dean geatex4ie
material. The flow ratef will be much lower
when ftlied with sediment.
NOT TO ALE
EAlpanslatt resiront
(114' nylan vI M washers]
ls�[i+lE`[`RIC PLAN VIEW
INLET FILTER BAGS
NOT.&
4,6 inlet.ProWefton (IF)
Page 9 of. 3
Concrete Washout Area (CAA
12` TYP. COMP+a iE.ii BERM AROi2I4n
1 .. THE PEAIMM
UNAISTLIRI3td OR.
GOAfPACtC3 Soll VEIiI>»iE TRAi1N9�
$ MIN. CONTROL. (SEE VM ..
I- - DETAIL
L A-- iG A HOUT ,
1:- SEE Pi.AN Vi" FW,
-CWA NVALLATION LOCATION.
2 DQ NOT LocATE AN UNLINED, CWA W►T)+N 4W OF ANY 'NATUfM DRAIiNAGE .PATHWAY OR
WATT iR ODY. DO NOT LOCAT£ WITHIN. 1,fli7E4' OF ANY AELL'S OR aFt04KIING .'WATER SOURCE% IF
SITE CONSTRNNTS MAKE THIS INI=EASMLE. OR IF HIGHLY PEWEMI.I.- SOILS EXIST ON SITE,
THE CWA MUST BE IN'STAL�EG WITH AN :;MPER.MEABLE LtlaER, `IB NIL INN. TI'Ii WEi S5) t*
SLIRFACE STORAGE At,TERAIATIVES USING PRF..FAHRTCATED CONCRETE WASHOUT DeOXS OR A.
TINED MOVE �OROUND STOWE ;ATE SHOULD BE USED.
I THE CWA, :SHALL .Sir INSTALLED PRIOR. TO CONCRETE PLACEMENT ON 8U.
4, CSWA SHAUt INOI WE A FIAT SWISILIWAC IE R4T TI"IAT IS AT LEAST S' . B`F 8 sLWKS .
LEO&NG OUT bF THE 'SUBSUIRFACE PIT SHALL BE 3:1 OR FLATTER, THE ST i.L BE. AT
LEAST 3' DEEP,
S. BE RIA 'SUAROU NDR4. SIDES:.AND . QAGK OF THE, CWA SKILL HAVE MIN4AUtd H0014T OF 1'.
6»- 1r£t11CLE TWKINQ. PAD SHALL SE SLOPED 2- X TOWAQS TfiE OIIA.
7. SONS SHALL BE PLACED At TME CONSTAUCTON ENTRANCE,AT THE CWOk: AND
ELSEWHERE AS 'NECSSARY TO CLEARLY INDICATE TME LOCAT)ON, OF THE CWA TO OPERATORS
OF CfJW RM TRUCKS ARD PUMP RRT;CSF
8. LISE EXCXVATED MATERIAL FOR .PERIMETER BERM CONSTRUCTI[?1N.
November 1610, Urban Draittag� and Mod Co�rltrcil District. 'OWA;-
UTb4n Swnn Dr *a r a arulail Vel4me 3
\MIN. 0.57i GRADE ET.
/ FROM PIJEgJC STREET.
`'�i �"'i „/f�"�
1j . f
INCHES
GEOTEOU UNDERLINER-1
CONSTRUCTION ENTRANCE Ift
MM-1 Concrete Washout Area (CWA
CAA MA+16P' 17 NOTES
1. INSRECT :si pq EACH WORKDAY, AND MAINTAIN THEM. IN IEMECTIVE OPERATING CONDITION.
MAINTENAI•(-E OF SMP9 SHOULD 9E PR©ACTIVEi NOT REACM, INSPECT .SMN AS SOON A$
POSSIBLE ;AND . AJ. WAYS. WITHIN 24 HOURS) FPLLOW NG A STORM TI'IAT CAUSE &WACE
EROSION, hND PERFORM N ARY "14ENANCE.
2. FREOUEtNT OBSERVATIOT`tS AND MAINTENANCE ARE NECESSARY TO MAINTA€T4 ShIPS IN
EFFECTIVE CPERA719+IG CONDITION, INSPECTIONS AND COWWrIVE MEA"ES SHOULD. BE
DOCUMENTED TI'1Mt1Cxlll�;
1 WHERE amPs HAW FAUED REPAIR OR IREPiAUWNT SHOULD BE INITIATED UPON
DISCCNERY OF THE FAILURE,,
4 THE GWA SHALL. BE € EPAIRED, CLEANED, OR ENLARGM .AS NECESSARY TO MAINTAIN
CAPACITY FOR CONCRM WASTF_ 3WNCRETE MATERIALS, ACCUMULATM IN PIT. SHIAtL BE
REMOVED MINCE THE MATERIALS I•IAVE REACHER A DEPTH OF .2'.
5. CONCRETE WAaHt2Ur WATER. "WASTED PIS OF CONCRETE AND A41.TS OTHER .DEB
IN THE SL€MRl=ACE PIT SHALL BE TRANSPORTI D .F kOM THE JOB SITE IN A WATER -TIGHT
CONT&NER AND 1ASPOSED OF PROPERLY
6, THE CIIA SHALL. REMN IN PLACE UNtIL. ALL CONCRETE FOR THE PRQ>;OCT .IS PLACER;
7, WHEN THE CWA IS REMOVED, i..OVER THE. I3ISTURRED ANEA WITH TOP SQL' SEED. AND
MULCH OR OTHERWISE STA&LUE0 IN A MANNER APPROVED BY THE LOCAL JURISUCT10IN:
(DETAIL AQuIP'" FROM. Il{kM 9 OOUNTY,, COLORA1C 1W 11V OF PNMM 001.09W, NOT )WAILME IN ^I i.
' MANY JURISNCTIONS HAVE ,SMIP WAILS,.THAT VARY' MOM UDFCO STANDARD DUALS.0 _t'W.T WITH LOCAL ..JURISDICTIONS AS TO WHICH i L7AiL -SHOULD BE USED WHEN
DIFFIEKNCtS ARE .NOTED,
CWA-4 urban Dra inn a anal Floes Laniirtil Distc a November r 2010
Urban St'DrM Drainage Crimea. M"LiW. Volomc 3
C4V**
U
��R$tYYtYt Yttttflffryr l! y�
t �ae�
Air!
1
4!SEAL
r`
', ' �/�
'Ile �.
mll ■
• i�r■iir !� -
ICI r13lIrS..■'? �� �I� •
;�2oil
��ts ���r�ll� Apr, I •�
y'.ifij' 1 ,wI EL'R���,_ YrrrA':-r3��i.s�',l.-
� rr�- .I� � ti� �3• �� e�•,',� rirll� �rr�i ��i;S„-�_!�� ��� •
-�-. e•� .Lai-
■ p
1111 -� r,�___ 4:t_ ., .
rrf ��,, -.3 i-r !R� Ma
ICI ,��rii�I�� ''�� ��j�►��11!II�;��::,��i. ��,�,I, -
�r
����i����� ■err
SECURELY FASTEN OVERLAPPING ENDS OF --y
SILT FENCE MATERIAL TO ADJACENT STAKES
WITH THREE WIRE TIES OR OTHER FASTENERS
WOVEN WIRE FENCE
WITH SILT FENCE
MATERIAL COVER
COMPACTED
FINISH GRADE BACKFILL
,0w+'
GROUND
-���CTION
POSTS: STEEL T OR U TYPE.
z
FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING
FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION,
N
tom' EXTEND WIRE FENCE A
MIN. OF 2" INTO TRENCH
EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO
GROUND W/ 4" LAD ALONG BOTTOM OF
TRENCH. PER NCDENR FIGURE 6.62o OF THE
NCESCPDM.
1. INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION.
2. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE
'SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8' OF
THE FABRic, ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT
LEAST 1" VERTICALLY APART ALSO, EACH TIE PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A
POE* NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
3. NHTN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED A
MINIWUM GF 60" ACROSS TWO POSTS, AS SHOWN.
4, MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP, DEPTH OF ACCUMULATED SEDIMENTS MAY
NOT ExCE£O ONE-HALF THE HEIGHT OF THE FENCE MAINTENANCE CLFAVOUT MUST BE CONDUCTED
REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT
FENCE MATERIAL ABOVE GRADE.
5• ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC SLICING EQUIPMENT IS UTIUZED TO
INSTALL THE FENCE PER FIGURE &.62a OF THE NCESCPDM.
6. WRAP APPROXIMATELY 6' OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES
7. COAPACT THE SOIL IMMEDLATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE
TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQ. INCH. COMPACT THE
UPSTREAM SIDE FIRST. COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS.
8. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS.
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_ 1 PAVEMENT MARKINGS. ALL TRAFFIC STRIPING AND PAVEMENT TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED.
-�� --.--- - MARKINGS SHALL BE REMOVED IN A RECTANGULAR SHAPE.
NEW STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED B. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS RUBBISH
WITHIN 24 HOURS OF REMOVAL OF OLD STRIPING AND AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT
i I PAVEMENT MARKINGS, DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL
- L LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH
--- L PAVEMENT MARKINGS MAY BE REMOVED 8Y SANDBLASTING, OPERATIONS. N
WATERBLASTING, GRINDING. OR OTHER APPROVED MECHANICAL
METHODS. C. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY Q
_ I TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE
GROOVING IS NOT PERMITTED AND GRINDING IS PERMITTED i�
CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE
- ` ONLY FOR REMOVING THERMOPLASTIC OR EPDXY PAVEMENT HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT
MARKINGS. PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS y
PROJECT. �■ o U
1 WHERE GRINDING OR SAND -BLASTING IS USED FOR TIDE O O
REMOVAL OF EXISTING TRAFFIC STRIPING AND PAVEMENT D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
' 1 I MARKINGS, AND SUCH REMOVAL OPERATION IS BEING AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS.-.
-T- PERFORMED WITHIN 10 FEET OF A LANE OCCUPIED BY PUBLIC d �Z O
15 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND � v z
— TRAFFIC, THE RESIDUE INCLUDING DUST SHALL BE REMOVED WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
I I I € IMMEDIATELY AFTER CONTACT BETWEEN THE GRINDING 13R INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE Z p
' w--- SAND -BLASTING MATERIAL AND THE SURFACE BEING TREATi"E3, THE CONTRACTOR MUST CALL THE APPROPRIATE U11LilY COMPANY AT 1 0
18A 1 SUCH REMOVAL SHALL BE BY A VACUUM ATTACHMENT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD _
OPERATING CONCURRENTLY WITH THE GRINDING OR LOCATION OF UTILITIES. IL 0
I SAND --BLASTING OPERATION.
— I I PAINTING OVER EXISTING MARKINGS OBLITERATE E. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH. THE
I WAL-MART TRAFFIC FLOW OR ADJACENT PROPERTY OWNER'S TRAFFIC
--- — - -� 1 NOT WORK AND IS NOT FLOW, THE CONTRACTOR SHALL COORDINATE WITH THE WAL MART
CONSTRUCTION/STORE MANAGER AND/OR ADJACENT PROPERTY OWNER,
REPAIR DAMAGE TO ASPHALTIC SURFACES, SUCH AS TO MINIMIZE THE IMPACT ON TRAFFIC FLOW. TEMPORARY RE-ROUTING
j f ETC. GREATER THAN 1/4 IN, IN DEPTH OF TRAFFIC IS TO BE ACCOMPLISHED BY USING DOT APPROVED TRAFFIC
f. SPALLING, SHELLING, ,
RESULTING FROM THE REMOVAL OF BARRICADES. BARRELS, AND/OR CONES. TEMPORARY SIGNAGE AND
PAVEMENT MARKINGS AND MARKERS. DISPOSE OF MARKERS FLAGMEN MAY BE ALSO NECESSARY.
ACCORDANCE WITH FEDERAL, STATE. AND LDCArL
f F. CONTRACTOR SHALL BEGIN CONSTRUCTION OF ON ANY LIGFIT POLE 13
EE O ASES
_ i ? REGULATIONS.
t FOR RELOCATED LIGHT FIXTURES AND RELOCATION OF ELECTRICAL
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ON ON AS DEMOLITIO N BEGINS. CONTRACTORSHALL
ALL BE
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G. INTERRUPTION OF POWER TO ANY LIGHT POLES OR SIGNS SHALL NOT
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UTILITY POLE (UP), < t GAS METER 0=07
OVERHEAD LINES & GUY 0 MONITORING WELL
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==� - SINGLE -WING CATCH BASIN
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# DROP OR CURB INLET (DI OR CI) DRAINAGE MANHOLEFENCE
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# 91- EXISTING 10 FOOT CONTOUR TBF REBAR PIN FOUND
_ - EXISTING 7 FOOT CONTOUR 07 OPEN TOP PIPE FOUND
x MOM EXISTING GRADE SPOT ELEVATION ' TF CRIMP TOP POPE FOUND,
� DIRECTION OF SURFACE FLOW CMF CONCRETE MONUMENT FOUND V)
(N 47` J'27 E) RECORDED DATA BOF BRASS DISK FOUND Y 0
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LIGHT POLE (LP) RBS REBAR PIN SET
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