PLUMBING SCHEDULES - The Walker Associates

Transcription

INDEX OF DRAWINGS
TITLE SHEET
QUANTITY SHEET
NOTES
NOTES-GRADING AND DRAINAGE
LEGEND
T1.0
G1.0
G1.1
G1.2
G1.3
RESTROOM FLOOR PLAN
RESTROOM EXTERIOR ELEVATIONS
RESTROOM BUILDING SECTIONS
RESTROOM BUILDING DETAILS
TICKET BOOTH FLOOR PLAN
TICKET BOOTH SECTIONS
TICKET BOOTH EXTERIOR ELEVATIONS
A1.00
A2.00
A4.00
A5.00
A6.00
A6.01
A6.02
ADA IMPROVEMENTS TO EXISTING
RICHTON HIGH SCHOOL FOOTBALL STADIUM
RICHTON SCHOOL DISTRICT
HOLLY
SPRINGS
OXFORD
TUPELO
CLARKSDALE
GREENVILLE
INDIANOLA
GREENWOOD
YAZOO
CITY
JACKSON
MERIDIAN
PORT
GIBSON
LAUREL
BROOKHAVEN
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ECD-3
ECD-4
ECD-6
ECD-10
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INSTALLATION OF SILT FENCE
DITCH CHECK STRUCTURES
WATTLE DITCH CHECK
ROCK DITCH CHECK
HATTIESBURG
LUCEDALE
GULFPORT
NOTE
SUPERVISOR
DISTRICT 4
36
1
PASCAGOULA
INDICATES APPROXIMATE
LOCATION OF PROJECT
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E1.00
E1.01
E1.02
E1.03
E1.04
P1.00
P1.10
DISTRICT 3
CIVIL ENGINEER
THE WALKER ASSOCIATES
ENGINEERS-PLANNERS-DESIGNERS, PLLC
2203 HARDY STREET
HATTIESBURG, MS 39401
(601)-583-2127
www.thewalkerassociates.com
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ELECTRICAL/PLUMBING
ELECTRICAL SITE LAYOUT
RESTROOM ELECTRICAL PLAN
RESTROOM ELECTRICAL/LIGTHING SCHEDULES
RESTROOM ELECTRICAL/LIGTHING SCHEDULES
TICKET BOOTH ELECTRICAL PLAN
RESTROOM PLUMBING PLAN
RESTROOM PLUMBING SCHEDULE
COLUMBUS
VICKSBURG
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C4.00
C4.01
C4.02
C4.03
ABERDEEN
WEST
POINT
KOSCIUSKO
PERRY COUNTY, MISSISSIPPI
Project Engineer - Dustin Gatlin, P.E.
State of Mississippi #20503
dustin@thewalkerassociates.com
OTHER DISCIPLINES:
MEP Engineer - Larry Joe Daughtry, P.E.
State of Mississippi #6581
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6
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DETAILS
MISCELLANEOUS DETAILS
DETAILS
DRAINAGE DETAILS
FULTON
GRENADA
McCOMB
C1.00
C1.01
C2.01
C2.02
C2.03
C3.00
C3.01
C3.02
C3.10
BATESVILLE
HOUSTON
NATCHEZ
EXISTING TOPOGRAPHIC SURVEY
MASTER SITE LAYOUT
ADA PARKING LAYOUT
ADA PARKING GRADING
DRAINAGE PLAN
RESTROOM SITE LAYOUT
RESTROOM GRADING PLAN
RESTROOM DRAINAGE PLAN
RESTROOM UTILITY LAYOUT
CORINTH
NEW
ALBANY
SUPERVISOR
DISTRICT 3
PROJECT LOCATION
RICHTON HIGH SCHOOL
LOCATION MAP
SCALE - NTS
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RICHTON SCHOOL BOARD
TIM BROWN
DAVID DEWITT
HAL HODGES
PAUL WALLEY
JUNIOR EDWARDS
PRESIDENT
VICE PRESIDENT
SECRETARY
BOARD MEMBER
BOARD MEMBER
MICHAEL REED
BOARD ATTORNEY
2203 Hardy Street, Hattiesburg, MS 39401
SERIAL #: 169-15
601/583-2127
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
SUMMARY OF QUANTITIES
CHECKED BY
Summary of Quantities
Pay Item No.
Pay Item
Quantity
ADA Improvements
Final
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1
Unit
L.S.
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1
Plan
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Base Bid
B.
Form of Submittal: Submit typewritten Schedule of Values on AIA Document G703A. Identify each line item with
number and title.
C.
Preparing Schedule of Values:
1. Itemize separate line item cost for each of the following general cost items: Performance and Payment Bonds, field
supervision and layout, and temporary facilities and controls.
2. Itemize separate line item cost for work required by each section of this Specification. Break down installed cost with
overhead and profit.
3. For each line item which has installed value of more than $10,000, break down costs to list major products or
operations under each item, rounding figures to nearest dollar. Make sum of total costs of all items listed in schedule
equal to total Contract Sum.
D.
Review and Resubmittal: After Engineer's review, if requested, revise and resubmit Schedule until accepted.
SCALES:
on
2203 Hardy Street, Hattiesburg, MS 39401 601/583-2127
N:\Civil 3D\169-15\dwg\Phase-III\169-15 Phase-III.dwg
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Submit a Schedule of Values to the Engineer at least ten (10) days prior to submitting first Application for Payment.
Upon Engineer's request, support the values given with data substantiating their correctness. Use Schedule of Values
only as basis for Contractor's Application for Payment.
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A.
QUANTITY
Mar 07, 2016 - 1:38pm
Contractor shall provide a "Schedule of Values" for use in processing pay requests based on the following criteria:
ADA IMPROVEMENTS TO RICHTON
SCHOOL DISTRICT FOOTBALL STADIUM
RICHTON, MS
Dustin Gatlin, P.E.
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
G 1.0
GENERAL NOTES
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
GENERAL NOTES:
CHECKED BY
8.
9.
10.
11.
12.
Mar 07, 2016 - 1:38pm
13.
14.
15.
16.
17.
18.
Notes
19.
20.
21.
22.
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UTILITY NOTES:
1.
2.
EXTREME CAUTION IS RECOMMENDED FOR LOCATION OF WATER, GAS, SEWER, AND FIBER OPTIC LINES DUE TO
UNAVAILABILITY OF RECORDED LOCATIONS AND THE UNAVAILABILITY TO LOCATE ALL LINES. THE CONTRACTOR SHALL ENSURE
ALL UTILITIES ARE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO PROTECT
EXISTING UTILITIES EVEN IF NOT INCLUDED IN THE PROJECT PLANS/SPECIFICATIONS.
THE PROFESSIONAL ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UNDERGROUND UTILITIES
SHOWN.
SCALES:
HYDRAULIC DESIGN:
<25 ACRES - RATIONAL METHOD
>25 ACRES - "FLOOD CHARACTERISTICS OF MISSISSIPPI STREAMS" 1991
7.
POWER - MISSISSIPPI POWER COMPANY
TELEPHONE - AT&T
WATER & SEWER - TOWN OF RICHTON
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6.
UTILITY OWNERS:
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4.
5.
24.
TOE WALLS REQUIRED ON ALL DOWNSTREAM FLARED END SECTIONS. TOE WALLS AT UPSTREAM FLARED END SECTIONS WILL
BE CONSTRUCTED WHERE DIRECTED BY THE ENGINEER.
WHEN COMPLETING EARTHWORK IN AREA OF LABELED "NEW BLEACHERS BY OTHERS" SHOWN ON SHEET C2.02, THE
CONTRACTOR SHALL PERFORM COMPACTION TESTS IN ACCORDANCE WITH SPECIFICATIONS, AND PROVIDE CERTIFIED TEST
RESULTS TO ENGINEER.
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3.
23.
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2.
IT IS A SPECIFIC REQUIREMENT OF THIS PROJECT THAT THE PRIME CONTRACTOR'S JOB SUPERINTENDENT BE ON THE JOB AT ALL
TIMES WORK IS BEING PERFORMED.
CONTRACTOR SHALL RESTORE ALL AREAS OUTSIDE OF THE CONSTRUCTION LIMITS DAMAGED DURING CONSTRUCTION TO
THEIR ORIGINAL CONDITION AT NO COST TO THE OWNER. IN ADDITION, ALL AREAS SHALL BE MAINTAINED IN A NEAT AND
ORDERLY FASHION DURING THE COURSE OF THE WORK.
THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO SAFEGUARD EXISTING UTILITIES FROM DAMAGE
DURING CONSTRUCTION. SHOULD ANY SPECIAL EQUIPMENT BE REQUIRED TO PERFORM WORK OVER AND AROUND UTILITIES,
THE CONTRACTOR SHALL PROVIDE SUCH EQUIPMENT AT NO COST TO THE OWNER.
WRITTEN DIMENSIONS AND ELEVATIONS SHALL GOVERN OVER SCALED DIMENSIONS AND ELEVATIONS.
IF THE CONTRACTOR DURING THE COURSE OF THE WORK FINDS ANY DISCREPANCIES BETWEEN THE CONSTRUCTION PLANS
AND THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO ANY
ADDITIONAL WORK. THE ENGINEER WILL MAKE A RECOMMENDATION ON HOW TO PROCEED.
THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES TO PREVENT EROSION EVEN IF NOT SHOWN ON EROSION
CONTROL PLAN.
CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ENGINEER RELATIVE TO PLACEMENT OF ALL ITEMS OF WORK PRIOR
TO ANY WORK BEING PERFORMED.
JOINT SEALANT SHALL BE DOW CORNING 890-SL SELF-LEVELING SILICONE OR APPROVED EQUAL.
REINFORCING STEEL SHALL BE DEFORMED BARS GRADE 60. FIELD BENDING OF REINFORCING BARS IS PERMITTED.
REINFORCING SHALL NOT EXTEND THROUGH ANY CONTROL, CONSTRUCTION, OR EXPANSION JOINTS IN PAVING.
THE LOCATION AND SPACING OF SIGNS AS SHOWN ON THE SITE LAYOUT ARE APPROXIMATE AND MAY BE ADJUSTED AS
NECESSARY TO FIT THE FIELD CONDITIONS.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING STRUCTURES SUCH AS PIPES, INLETS, APRONS,
BOX CULVERT, ETC. FROM DAMAGE WHICH MIGHT OCCUR DURING CONSTRUCTION. EXTREME CARE SHOULD BE EXERCISED IN
UNDERCUT AREAS AND THE UNDERCUT DEPTH MAY BE ADJUSTED AT CROSS DRAINS, AS DIRECTED BY THE ENGINEER. THE
CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE ENGINEER, ANY STRUCTURES DAMAGED DURING THE LIFE OF
THE CONTRACT. NO PAYMENT WILL BE MADE FOR REPLACEMENT OR REPAIR OF DAMAGED ITEMS.
VOIDS CREATED BY THE REMOVAL OF POSTS; CONCRETE ANCHORS, FOOTINGS, ETC, SHALL BE BACKFILLED AND TAMPED IN
ACCORDANCE WITH SECTION 203 OF THE MISSISSIPPI STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
ALL PLASTIC DRUMS SHALL HAVE A BALLASTING COLLAR MADE FROM RECYCLED TRUCK TIRES OR OTHER SUITABLE MATERIAL.
ALL POST LENGTHS SHALL BE VERIFIED IN THE FIELD PRIOR TO FABRICATION.
ALL PIPE JOINTS ARE TO BE WRAPPED IN TYPE V GEOTEXTILE FABRIC, 2 FEET IN WIDTH. ALL PICKUP HOLES ARE TO BE PLUGGED
AND COVERED WITH TYPE V GEOTEXTILE FABRIC TO THE SATISFACTION OF THE ENGINEER (NOT A SEPARATE PAY ITEM).
35% SHRINKAGE FACTOR SHALL BE USED IN THE EARTHWORK CALCULATIONS.
ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHOULD COMPLY WITH PART VI OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD), LATEST EDITION.
UTILITIES ON THE DRAWINGS ARE SHOWN IN THEIR ORIGINAL LOCATION BASED UPON THE ESTIMATED INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER CANNOT AND DOES NOT WARRANT THAT THIS INFORMATION IS COMPLETE OR
ACCURATE. THE CONTRACTOR MUST COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS TO HAVE UNDERGROUND
UTILITY LINES FIELD LOCATED IN ADVANCE OF CONSTRUCTION.
WORK FOR THIS PROJECT REQUIRES EXCAVATION IN THE IMMEDIATE VICINITY OF TRAFFIC AND ADJACENT PROPERTIES.
THEREFORE, THE RISK OF A FAILURE OCCURRING DURING THE EXCAVATION REQUIRES THAT EXTREME CAUTION BE EXERCISED.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE WHAT BRACING, SHORING, OR GROUND SUPPORT SYSTEM THAT IS
DEEMED NECESSARY TO PREVENT A FAILURE AND PROTECT THE PERSONS WORKING NEAR THE EXCAVATION, THE PUBLIC THAT
MAY BE ABOVE THE EXCAVATION, OR ANY STRUCTURE ADJACENT TO THE EXCAVATION. ALL COSTS FOR ANY PROTECTIVE
MEASURES, INCLUDING THE MATERIALS AND LABOR FOR DESIGNING, DRAWING AND CONSTRUCTING THE FACILITY, SHALL BE
INCLUDED IN THE CONTRACT ITEMS.
FLUORESCENT ORANGE SHEETING SHALL BE USED ON ALL CONSTRUCTION AND TRAFFIC CONTROL SIGNS EXCEPT FOR THOSE
DESIGNATED OTHERWISE.
THE EROSION CONTROL DEVICES REFERENCED IN THESE PLANS ARE THE MINIMUM REOUIREMENT. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO INSURE THAT SILT DOES NOT LEAVE THE RIGHT OF WAY OR CONTAMINATE WATERS OF THE U.S.
DURING CONSTRUCTION.
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1.
RICHTON, MS
Dustin Gatlin, P.E.
SHRINKAGE FACTORS:
GRANULAR MATERIAL (LVM) = 1.50
UNCLASSIFIED EXCAVATION = 1.35
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
G 1.1
GRADING AND DRAINAGE NOTES
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
GENERAL GRADING NOTES:
CHECKED BY
CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO SAFEGUARD EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. SHOULD ANY SPECIAL EQUIPMENT BE REQUIRED TO PERFORM WORK OVER AND AROUND UTILITIES,
CONTRACTOR SHALL PROVIDE SUCH EQUIPMENT AT NO EXTRA COST TO THE OWNER. ANY EXTRA COSTS REQUIRED BY MISSISSIPPI POWER CO. TO AID THE CONTRACTOR IN THEIR CONSTRUCTION AROUND EXISTING UTILITY POLES SHALL BE AT NO EXTRA COST TO
THE OWNER. THE CONTRACTOR SHALL VISIT THE CONSTRUCTION SITE PRIOR TO BIDDING.
3.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF EXISTING UTILITIES PRIOR TO ANY DIGGING. NOTIFICATION SHALL BE GIVEN AT LEAST 3 DAYS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL UTILIZE THE MISSISSIPPI ONE CALL SYSTEM FOR ALL UTILITY
LOCATES (NOT A SEPARATE PAY ITEM).
4.
IT IS A SPECIFIC REQUIREMENT OF THIS PROJECT THAT THE PRIME CONTRACTOR'S JOB SUPERINTENDENT BE ON THE JOB SITE AT ALL TIMES WORK IS BEING CONDUCTED.
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC AND SHALL USE SIGNAGE AND FLAGGERS IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
6.
ALL PROPOSED ELEVATIONS ARE FINISHED GRADE. ANY LANDSCAPING PERFORMED SHOULD BE ADDED WITHOUT CHANGING FINISH GRADES AS SHOWN ON THESE PLANS.
7.
ALL SHORING AND BRACING NECESSARY DURING CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL COMPLY WITH ALL OSHA AND OTHER APPLICABLE REGULATORY AGENCIES REGARDING SHORING AND BRACING.
8.
ALL AREAS OUTSIDE OF PAVED SURFACES SHALL HAVE A MINIMUM OF 4" OF TOPSOIL PLACED. IF ADDITIONAL TOPSOIL IS REQUIRED THE CONTRACTOR SHALL FURNISH AS NECESSARY TO OBTAIN 4" OF COVERAGE.
9.
FINISH GRADE OF LANDSCAPING PERFORMED SHALL BE AT LEAST 6" BELOW FINISHED FLOOR ELEVATION IN GRADE SENSITIVE AREAS SUCH AS ADJACENT TO BUILDING INGRESS/EGRESS, PORCHES, ETC. IN ALL AREAS NOT DIRECTLY ADJACENT TO BUILDING
INGRESS/EGRESS AND PORCH AREAS, LANDSCAPING SHALL BE A MINIMUM OF 8" BELOW FINISH FLOOR. SELECT LANDSCAPING MATERIALS (MULCH) TO MINIMIZE CLOGGING OF INLETS.
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SCALES:
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GENERAL DRAINAGE NOTES:
RICHTON, MS
2.
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CONTRACTOR SHALL VERIFY ALL UTILITY LINE LOCATIONS PRIOR TO CONSTRUCTION. ANY DEVIATION FROM DESIGN LOCATION SHALL BE AUTHORIZED BY THE OWNER OR ENGINEER PRIOR TO CONSTRUCTION
ALL TRENCHES SHALL BE BACKFILLED WITH MAXIMUM OF 6" LIFTS UNTIL 2 FEET OF COVER EXISTS OVER PIPE, BACKFILL SHALL ACHIEVE 98% STANDARD PROCTOR DENSITY. REMAINDER OF TRENCH AND ADJACENT TO STRUCTURES SHALL BE BACKFILLED AT A
MAXIMUM OF 9" LAYERS USING MECHANICAL TAMPING EQUIPMENT ON EACH AND EVERY LAYER WITH A MINIMUM OF 1 COMPACTION TEST PER EACH LAYER AT NO MORE THAN 100 FEET APART. ALL COMPACTION TESTS SHALL BE PAID FOR BY THE
CONTRACTOR AT NO EXPENSE TO THE OWNER AND ALL COSTS SHALL BE INCLUDED IN THE LUMP SUM BID.
2.
THE CONTRACTOR SHALL PERFORM DENSITY TESTING AT NOT LESS THAN ONE DENSITY TEST FOR EACH 100 FEET OF UTILITY/DRAINAGE PIPING IN AREAS BENEATH PAVING FOR EACH LIFT OF EARTHWORK/SUBGRADE (INCLUDING CRUSHED STONE). IN THE EVENT
THAT A SECTION OF UTILITY MAIN/DRAINAGE PIPE IS LESS THAN 100 FEET IN LENGTH, DENSITY TESTING SHALL BE PERFORMED BETWEEN ENDS/FITTINGS AND/OR DRAINAGE STRUCTURES.
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1.
Notes G AND D
Mar 07, 2016 - 1:38pm
Dustin Gatlin, P.E.
1.
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
G 1.2
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
LEGEND
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
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LEGEND: (SOME ITEMS MAY NOT APPLY TO THIS PROJECT)
SYMBOLS: (SOME ITEMS MAY NOT APPLY TO THIS PROJECT)
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EXISTING CENTERLINE
CENTERLINE
EXISTING CURB & GUTTER
EXISTING GAS (SERVICE OR MAIN)
EXISTING OVERHEAD POWER
EXISTING SEWER SERVICE (GRAVITY)
EXISTING WATER MAIN
OHP
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EXISTING FIBER OPTIC
GAS
S
WAT
FO
EXISTING CONTOUR
100
PROPOSED CONTOUR
100
PROPOSED CURB & GUTTER
EXISTING SPOT ELEV.
+ 100.00
EXISTING GUY WIRE
EXISTING HYDRANT
EXISTING LIGHT POLE
SCALES:
EXISTING POWER POLE
EXISTING SEWER MANHOLE
EX. OR PROPOSED SIGN
EXISTING WATER METER
WM
EXISTING WATER VALVE
PROPERTY CORNER
PROPOSED DOMESTIC WATER MAIN
6DI
PROPOSED FIRE WATER MAIN
FIRE
PROPOSED SANITARY SEWER SERVICE
6SS
PROPOSED DRAINAGE PIPING
PROPOSED B.O.C. SPOT ELEV.
+ 100.00
PROPOSED PAVEMENT/SPOT ELEV.
+ 100.00
PROPOSED HYDRANT
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PROPOSED POWER POLE
PROPOSED SIDEWALK
PROPOSED FRENCH DRAIN
EXISTING GAS METER
D
EXISTING FENCE
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EXISTING EDGE OF PAVEMENT
EXISTING GAS VALVE
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EXISTING DRAINAGE PIPING
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AVE
ASPH.
B.O.C.
BUS
CI
CONC.
C&G
CPVC
E
EOP
ELEV.
EST.
EX.
F.I.P.
I.P.T.R.
INV.
L.F.
MIN.
MISC.
MOD.
P.S.I.
PVC
R100.0'
RCP
REQ'D
RES
SHDR.
S.I.P.
SD
S.Y.
S.F.
STA.
ST
T.B.R.
T.B.M.
T.B.R.L.
VAR.
W
W/
C.J.
AVENUE
ASPHALT
BACK OF CURB
BUSINESS
CURB INLET
CONCRETE
CURB AND GUTTER
CORRUGATED POLY VINYL CHLORIDE
EAST
EDGE OF PAVEMENT
ELEVATION
ESTIMATED
EXISTING
FOUND IRON PIN
IN PLACE TO REMAIN
INVERT
LINEAR FEET
MINIMUM
MISCELLANEOUS
MODIFIED
POUNDS PER SQUARE INCH
POLY VINYL CHLORIDE
RADIUS (# INDICATES FEET)
REINFORCED CONCRETE PIPE
REQUIRED
RESIDENCE
SHOULDER
SET IRON PIN
SPECIAL DESIGN
SQUARE YARDS
SQUARE FEET
STATION
STREET
TO BE REMOVED
TO BE MODIFIED
TO BE RELOCATED
VARIABLE
WEST
WITH
CONTROL JOINT
H
Legend
Mar 07, 2016 - 1:38pm
ABBREVIATIONS:
RICHTON, MS
Dustin Gatlin, P.E.
FD
TRAFFIC FLOW DIRECTION/PAVEMENT MARKING
CUT SECTION (DETAIL # & SHEET # AS SPECIFIED)
DTL #
SH #
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
G 1.3
HOME/VISITOR RESTROOM FLOOR PLAN
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
37'-4"
CHECKED BY
0'-3" Plumbing chase
36" ADA COMPLIANT GRAB BAR
3"
(36" ABOVE FLOOR)
Dustin Gatlin, P.E.
5'-10"
8" CMU Block Wall
W/ reinforcing per
detail A5.00.5
Solid plastic tlt.
partition floor mounted
wall supported. As Spec.
4'-8"
Women's RR
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Men's RR
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Solid plastic tlt.
partition floor mounted
wall supported. As Spec.
8" CMU Block Wall
w/ reinforcing per
detail A5.00.6
17'-9"
1
2'-4"
2'-4"
1
4'
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4'-8"
Lay 12" cut w/
half block @ jamb
4" CMU Block
Wall
17'-8"
4'
Lay 12" cut w/
half block @ jamb
37'-4"
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PLAN VIEW
SCALES:
11"x17"
1
4" = 1'
1
4"=1'-0"
on
Note: See sheet
P1.10 for fixture
schedule
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Mar 07, 2016 - 1:39pm
Restroom layout
RICHTON, MS
8" CMU Block Wall
W/ reinforcing per
detail A5.00.5
5'-10"
A4.00
4.00.1
DRAWN BY
Daniel Rogers, P.E.
(36" ABOVE FLOOR)
(36" ABOVE FLOOR)
R
DATE:
FEBRUARY 2016
SERIAL NO.
ELEVATION VIEW
1
4"=1'-0"
169-15
0
4'
8'
SHEET NO.
A 1.00
8'
12
4
4
EAVE HEIGHT
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1
4"=1'-0"
FINISH FLOOR
0'-0"
py
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sidewalk
Note: see sheet A5.00
for foundation details.
metal roof per specifications
EAVE HEIGHT
co
8'-0"
Painted cmu
(color by owner-submittals req'd)
sidewalk
SCALES:
11"x17"
1
4" = 1'
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A2.00.3
FRONT ELEVATION
1
4"=1'-0"
on
FINISH FLOOR
0'-0"
A2.00
Mar 07, 2016 - 1:39pm
Dustin Gatlin, P.E.
Painted cmu
(color by
ownersubmittals
req'd)
A2.00.2
END ELEVATION
Painted cmu
(color by
ownersubmittals
req'd)
FINISH FLOOR
0'-0"
CHECKED BY
12
8'-0"
3'-0"X6'X8"X1 43"
Hollow Metal Door
1
4"=1'-0"
DRAWN BY
Daniel Rogers, P.E.
EAVE HEIGHT
8'-0"
A2.00.1 END ELEVATION
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
4'
DESIGNED BY
CEMENT FIBER SIDING
(color by owner)
RICHTON, MS
0
RESTROOM OUTSIDE ELEVATIONS
CEMENT FIBER SIDING
(color by owner)
SURVEYED BY
Ryan Hilbun, P.L.S.
metal roof per specifications
EAVE HEIGHT
8'-0"
A2.00.4
REAR ELEVATION
1
4"=1'-0"
Painted cmu
(color by owner-submittals req'd)
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
FINISH FLOOR
8'-0"
A 2.00
SURVEYED BY
BUILDING SECTIONS
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
wood rafters - 2"X6" @ 24" O.C.
continuous cement fiber soffet
vent w/ screen
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CEILING JOIST 2" X 10" @ 24" O.C.
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x 1" batting stripseach joint/each way
painted-color by owner
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plumbing chase
3
4"
bond beam req'd
3
4"
plywood
painted-color by owner
SCALES:
11"x17"
1
4" = 1'
8" cmu block wall
w/ reinforcing per
detail A5.00.5
painted interior and exterior
color by owner
on
A4.00
Mar 07, 2016 - 1:39pm
8" cmu block wall
w/ reinforcing per
detail A5.00.5
4" cmu block wall
w/ reinforcing
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26 guage metal roof
w/ color selected by owner
(lathing spacing per manufacturer requirements)
continuous ridge vent
RICHTON, MS
Dustin Gatlin, P.E.
4.00.1 - RESTROOM SECTION
1 =1'-0"
2"
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
0
2'
4'
SHEET NO.
A 4.00
RESTROOM FOUNDATION DETAILS
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
37'-4"
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
Dustin Gatlin, P.E.
Slope 1"
Slope 1"
py
o
8'
vertical reinforcement
tied to starter bars
PAINTED CMU
#4 BAR REQ'D EVERY OTHER CELL
(VERTICAL REINFORCING)
(Bar "A")
SEE DETAIL A5.00.4
THIS SHEET
Min. 4"
BLOCK MASONRY
INTERNAL WALL
SEE DETAIL A5.00.6
(INTEGRALLY CONSTRUCTED
WITH EXTERIOR WALL)
#4 BARS AT 32" O.C.
(Bar "A")
#4 BARS AT 18" O.C.
each way
HORIZONTAL JOINT
REINFORCEMENT (LADDER TYPE)
REQ'D @ 16" O.C. (NO. 9 GAUGE)
PAINTED CMU
vapor barrier
Min. 18"
A5.00.6 - TYPICAL INTERIOR
BLOCK WALL REINFORCING
NTS
vapor barrier
#4 starter bars at 32"
centers hooked around
reinforcement
3"
HORIZONTAL JOINT
REINFORCEMENT (LADDER TYPE)
REQ'D @ 16" O.C. (NO. 9 GAUGE)
11"x17"
varies
Min. 12" deep
#4 BAR REQ'D EVERY OTHER CELL
(VERTICAL REINFORCING)
(Bar "B")
SCALES:
Bar "B"
4"
SOLID GROUT BOTTOM TWO BLOCK ROWS
AT REBAR LOCATIONS
on
A5.0 DETAILS
4'
co
1
4"=1'-0"
SOLID GROUT EVERY OTHER CELL REQ'D
0
A5.00.2 - RESTROOM FOUNDATION SECTION
lin
e
Mar 07, 2016 - 1:39pm
1
4"=1'-0"
A5.00
5.00.2
2"
Slope 1"
A5.00.1 - RESTROOM FOUNDATION PLAN
light broom finish
1'-4"
Slope 1"
1'-6"
y
Slope 1"
A5.00
5.00.3
nl
Slope 1"
Slope 1"
1'-4"
A5.00
5.00.4
RICHTON, MS
C.J.
Slope 1"
A5.00
5.00.3
A5.00.5 - TYPICAL BLOCK
WALL REINFORCING
NTS
A5.00.4 SECTION
1 =1'-0"
2"
A5.00.3 SECTION
1 =1'-0"
2"
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
0
2'
4'
SHEET NO.
A 5.00
TICKET BOOTH FLOOR PLAN
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
Dustin Gatlin, P.E.
RICHTON, MS
A6.01.2
A6.01
9'-10"
4"
6X6 10/10 W.W.M.
nl
9'-10"
vapor barrier
#3 TIES @ 16" O.C.
1'
FOUNDATION SECTION
NTS
SCALES:
11"x17"
1
4" = 1'
1'
12'
4"
on
trial finish
2-#4 BARS CONT.
TOP AND BOTTOM
lin
e
A6.00.1 - TICKET BOOTH PLAN VIEW
1
4"=1'-0"
A6.0 ticket booth
Mar 07, 2016 - 1:39pm
12'
co
1'-6"
py
o
A6.01.1
A6.01
1'-2"
y
12'
1'-6"
1'-2"
R
1'
A6.00.2 - TICKET BOOTH FOUNDATION
1
4"=1'-0"
DATE:
FEBRUARY 2016
0
2'
4'
SERIAL NO.
169-15
SHEET NO.
A 6.00
TICKET BOOTH SECTIONS
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
1'-10"
4'-9"
y
1'
py
o
nl
18" @ 42"
Counter Top
3'-10"
18" @ 30" Counter Top
A6.01.1 - BUILDING SECTION
1
4"=1'-0"
co
Mar 07, 2016 - 1:40pm
SCALES:
11"x17"
1
4" = 1'
lin
e
continuous ridge vent
wood rafters - 2"X6" @ 24" O.C.
26 guage metal roof
w/ color selected by owner
(lathing spacing per manufactures requirements)
continuous soffet
vent w/ screen
CEILING JOIST 2" X 10" @ 24" O.C.
on
1'-10"
2'
1'
3'-6"
2'-8"
4'-9"
2'-6"
A6.01 ticket booth
7'-7"
RICHTON, MS
Dustin Gatlin, P.E.
R
DATE:
FEBRUARY 2016
A6.01.3 - WALL SECTION
1
2"=1'-0"
0
2'
4'
A6.01.2 - BUILDING SECTION
1
4"=1'-0"
SERIAL NO.
169-15
SHEET NO.
A 6.01
TICKET BOOTH EXTERIOR ELEVATIONS
CEMENT FIBER SIDING
(color by owner)
12
4
12
DRAWN BY
Daniel Rogers, P.E.
4
CHECKED BY
Dustin Gatlin, P.E.
EAVE HEIGHT
8'-0"
A6.03.2 SOUTH ELEVATION
1
4"=1'-0"
1
4"=1'-0"
y
6'-8"
A6.03.1 NORTH ELEVATION
RICHTON, MS
8'-0"
FINISH FLOOR
0'-0"
nl
FINISH FLOOR
0'-0"
py
o
Note: see sheet A6.00
for foundation details.
EAVE HEIGHT
co
8'-0"
SCALES:
A6.03.3
FRONT ELEVATION
11"x17"
1
4" = 1'
lin
e
1
4"=1'-0"
FINISH FLOOR
0'-0"
on
Mar 07, 2016 - 1:40pm
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
CEMENT FIBER SIDING
(color by owner)
EAVE HEIGHT
A6.02 ticket booth
SURVEYED BY
Ryan Hilbun, P.L.S.
EAVE HEIGHT
8'-0"
R
A6.03.4
REAR ELEVATION
DATE:
FEBRUARY 2016
1
4"=1'-0"
0
FINISH FLOOR
0'-0"
2'
4'
SERIAL NO.
169-15
SHEET NO.
A 6.02
SURVEYED BY
EXISTING TOPOGRAPHIC SURVEY AND DEMOLITION PLAN
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
existing sewer manhole
DRAWN BY
Daniel Rogers, P.E.
restroom facility
(I.P.T.R.)
WAT
WAT
S
S
WAT
WAT
EXISTING HOME BLEACHERS
(TO BE REMOVED BY OTHERS)
WAT
WAT
WAT
WAT
WAT
S
WAT
WAT
existing chain link fence
(I.P.T.R.)
WAT
existing
power
distribution
panels
(I.P.T.R.)
co
30
40
50
40
30
G
lin
e
20
nl
py
o
10
10
10
G
38.7' Existing fence to be
removed and salvaged to owner
AY
GRA
DW
OA
TR
AL
PH
on
existing
time
clock
(I.P.T.R.)
existing asphalt track
(I.P.T.R.)
300' Existing fence to be remove
d
and salvaged to owner
11"x17"
1" = 50'
Y
(I.P.T.R.)
SCALES:
existing
chain link fence
(I.P.T.R.)
DWA
existing visitors bleachers
(to be removed by others)
ROA
existing high mast lighting
(I.P.T.R.)
VEL
existing high
mast lighting
(I.P.T.R.)
existing ticket
booth
(I.P.T.R.)
20
existing
score
board
(I.P.T.R.)
EXISTING FIELD HOUSE
Mar 07, 2016 - 1:40pm
20
existing
time
clock
(I.P.T.R.)
AS
EX SITE
30
to be removed and salvaged to owner
G
40
existing
conc. pad
to be
removed
50
existing
ticket
booth
(I.P.T.R.)
40
existing
concession
stand
(I.P.T.R.)
30
existing
band
stand
(I.P.T.R.)
(I.P.T.R.)
y
WAT
20
WAT
10
S
WAT
G
S
WAT
Existing high
mast lighting
(I.P.T.R.)
CHECKED BY
Dustin Gatlin, P.E.
(I.P.T.R.)
(I.P.T.R.)
RICHTON, MS
existing high
mast lighting
(I.P.T.R.)
R
DATE:
FEBRUARY 2016
SERIAL NO.
0
50'
100'
ASPHALT ROADWAY
169-15
SHEET NO.
C 1.00
SURVEYED BY
MASTER SITE LAYOUT
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
existing high
mast lighting
proposed visitor bleachers
(by others)
S
existing restroom facility
WAT
WAT
WAT
WAT
S
WAT
WAT
WAT
WAT
WAT
WAT
S
WAT
WAT
WAT
30
10
20
G
30
40
50
40
SCALES:
existing chain
link fence
30
20
10
G
on
DW
OA
TR
AL
PH
GRA
AY
ROA
existing high
mast lighting
DWA
existing high
mast lighting
Note: Any damages to track or
asphalt roadway shall be repaired
to match existing prior to
completion of project.
VEL
proposed home bleachers
(by others)
10.0'
proposed drainage pipe
(see sheet C2.01)
6.0'
Y
12'x12' ticket booth
(see sheet A6.00-A6.02)
existing chain
link fence
300' existing chain link fence
to be removed and salvaged to owner
15.0'
11"x17"
1" = 50'
AS
SITE LAYOUT ADA
20
existing
time
clock
lin
e
10
existing
score
board
See Sheet C 2.01
co
Mar 07, 2016 - 1:40pm
G
nl
40
proposed home restrooms
(see sheet C3.00)
py
o
50
See Sheet C 3.00
existing
time
clock
40
existing
ticket
booth
30
proposed visitor restrooms
(see sheet C3.00)
20
existing
band
stand
y
existing
power
distribution
panels
WAT
10
S
WAT
G
S
WAT
CHECKED BY
Dustin Gatlin, P.E.
RICHTON, MS
existing high
mast lighting
R
DATE:
FEBRUARY 2016
SERIAL NO.
0
50'
100'
ASPHALT ROADWAY
proposed ada parking improvements
(see sheet C2.01)
169-15
SHEET NO.
C 1.01
SURVEYED BY
ADA PARKING LAYOUT
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
RICHTON, MS
Dustin Gatlin, P.E.
existing high
mast lighting
existing high
mast lighting
nl
y
expansion joint
(per detail C 4.00.3)
co
concrete landing by others
existing chain link fence to be removed
and salvaged to owner
Control joint
R5
Proposed 6'
Concrete Sidewalk
(see detail C 4.00.3)
on
ADA PARKING
SIGNS
VAN.
ACCESSIBLE
Parking Block
(see detail 4.03.3)
11"x17"
1" = 20'
ADA PARKING
SIGNS
expansion joint
9.0' (typ.)
SCALES:
'
0%
VAN ACCESSIBLE
SIGN
Control joint
Asphalt Paving
Undercut 2' min.
4" asphalt (1.5" 9.5mm)
(2.5" 12.5mm)
(6" stone (size 610) or
crushed concrete
w/ same gradation)
0.0
1.0
1.00%
VAN ACCESSIBLE
SIGN
VAN.
ACCESSIBLE
1.00%
expansion joint
1.00%
ADA PARKING
SIGNS
lin
e
10.9'
13.3'
15.0'
1.00%
6.0'
12'X12' ticket booth
10.0'
120.4'
OW
FL
1.00%
concrete landing by others
ADA parking LAYOUT
Mar 07, 2016 - 1:40pm
Ex 24" RCP/30"
CMP I.P.T.R.
USFL=167.10
DSFL=166.77
new bleachers by others
py
o
Ramp
Control joint
5' (typ)
9.0'
Proposed 6' Concrete Sidewalk
0
20'
40'
R
DATE:
EXISTING ASPHALT
ROADWAY
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
C 2.01
SURVEYED BY
ADA PARKING GRADING
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
NOTE:
SEE SHEET G1.2 FOR NOTES
171
170.77
170.61
existing high
mast lighting
1
17
170.56
170.00
170.78
y
172
169.58
168
169.44
169.29
169
169.69
169.35
169
169.51
nl
168
170
0%
170.48
168
168
168
170.16
170
170.37
169
170
40'
170.36
Note: ADA parking shall
not have more than 2%
slope in any direction.
169
167.62
16
8
16
8
169.69
4.03.3
C4.03
9
16
170.52
170
170.47
170.22
169.87
11"x17"
1" = 20'
170.58
170.54
17
0
169.66
SCALES:
167.71
1.00%
1.00%
C4.03
4.03.1
167.87
169
169.63
168
20'
169.58
on
169.58
169.58
1.00%
170.63
168
1.00%
169.59
169.42
EX 24" RCP/30" CMP
I.P.T.R.
USFL=167.10
DSFL=166.77
168.84
lin
e
169
168
169
169.64
169.69
co
168.15
169.69
169.69
170.00
169.50
168.38
169.65
169.69
0
17
170.69
169
167.46
proposed swale
centerline
168
169.59
168
169
169.69
169.69
168
167.11
170
170.00
173
172
171
170
169
1.0
0
py
o
0
17
(slab ffe: 170.00 by others)
1.00%
Mar 07, 2016 - 1:41pm
170.73
170
17
ADA parking GRADING
existing high
mast lighting
170.00
170
169.77
170.80
170.49
170.74
170.56
0
Dustin Gatlin, P.E.
RICHTON, MS
CHECKED BY
167.51
R
DATE:
EXISTING ASPHALT
ROADWAY
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
C 2.02
SURVEYED BY
ADA PARKING DRAINAGE
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
PVC-2
Existing 8" PVC to be removed and reset
USFL=168.00'
DSFL=167.85'
Dustin Gatlin, P.E.
P-3
62' proposed 8" PVC
USFL: 167.85'
DSFL: 167.55'
8" PVC inlet w/ domed grate req'd
top elev.: 170.40'
inv. elev. : 167.85'
(see detail 4.01.1)
existing high
mast lighting
(slab ffe: 170.00 by others)
SCALES:
Mar 07, 2016 - 1:41pm
11"x17"
1" = 20'
on
P-2
10" pvc pipe
USFL: 168.15'
DSFL: 167.46'
w/ pipe ends per
detail C4.02.3
P-1
10" pvc pipe
USFL: 167.72'
DSFL: 167.62'
w/ pipe ends per
detail C4.02.3
EX 24" RCP/30" CMP
I.P.T.R.
USFL=167.10
DSFL=166.77
Note: ADA parking shall
not have more than 2%
slope in any direction.
0
20'
40'
lin
e
proposed swale
centerline
ADA parking drainage
existing high
mast lighting
co
INV. 167.15'
pipe outlet per
detail C4.02.3
py
o
P-4
82' proposed 8" PVC
USFL: 167.55'
DSFL: 167.15'
nl
y
NOTE:
RICHTON, MS
proposed 8" pvc 45° bend
PVC-1
8" PVC inlet w/
standard grate req'd
top elev.: 170.00'
inv. elev.: 168.00'
(see detail 4.01.1)
Ryan Hilbun, P.L.S.
R
DATE:
EXISTING ASPHALT
ROADWAY
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
C 2.03
SURVEYED BY
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
10
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
WAT
nl
WAT
y
WAT
A2
.
A2 00.1
.00
WAT
co
'
lin
e
6.0
'
2.0
on
'
4.5
A2
.
A2 00.2
.00
WAT
WAT
WAT
WAT
WAT
WAT
WAT
WAT
WAT
WAT
WAT
WAT
existing
ticket
booth
S
WAT
'
2.0
'
.1
.00
A2 2.00
A
ex conc.
'
11"x17"
1" = 20'
'
6.0
r
pe
alk .3
w
0
ide .0
. s C4
nc tail
o
c de
.4
.00
A2 2.00
A
6.0
6.0
existing
band
stand
.3
.00
A2 2.00
A
ex conc.
A2
.
A2 00.4
.00
9.9'
existing
power
distribution
panels
existing
restroom facility
40'
co
nc
de . sid
tai ew
l C alk
4.0 p
0.3 er
A2
.
A2 00.3
.00
9.9'
20'
SCALES:
existing
concession stand
6.0
Mar 07, 2016 - 1:41pm
WAT
ex conc.
0
proposed home restroom
FFE - 171.54'
(see sheet A 1.00)
.2
.00
A2 2.00
A
1.7'
6.0
'
4.1'
WAT
py
o
WAT
proposed visitor restroom
FFE - 171.54'
(see sheet A 1.00)
WAT
G
G
WAT
WAT
Dustin Gatlin, P.E.
RICHTON, MS
WAT
10
WAT
Ryan Hilbun, P.L.S.
'
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
C 3.00
SURVEYED BY
CHECKED BY
WAT
on
171.97
171.07
171.39
WAT
WAT
172
171.72
171.34
171.36
171.35
17
171.39
171.88
170.81
1
171.34
0
17
171.69
170.84
171.33
171.87
171.52
WAT
WAT
WAT
WAT
0
17
0
2.
9
16
167 67
1
8
16
171.32
4" pvc pipe
existing
concession stand
171.09
170.67
171.37
existing
band
stand
11"x17"
1" = 20'
171.13
171.34
171.34
171.73
SCALES:
171.46
170.99
171.77
existing power
distribution
panels
171.34
171.50
171.00
co
lin
e
WAT
WAT
WAT
WAT
WAT
2
17
171.89
171.80
171.74
E:
F
F
%
171.95
171.87
171.80
'
.54
1
17
65
171.87
171
171.15
0.65%
171.76
170.82
171.48
171.23
171.37
170.93
171.59
0.
171.60
0.6
5%
3.75%
FF
E:
17
1.9
4'
171.80
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
WAT
SHEET NO.
S
171.61
171.62
2.25%
WAT
Mar 07, 2016 - 1:41pm
WAT
WAT
FFE - 171.54'
171.90
171.87
171
proposed swale centerline
171.90
171.50
nl
py
o
WAT
FFE - 171.94'
y
WAT
WAT
WAT
WAT
NOTE:
40'
G
WAT
172
171
20'
RICHTON, MS
Dustin Gatlin, P.E.
170
G
0
DRAWN BY
Daniel Rogers, P.E.
WAT
173
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
10
WAT
WAT
174
DESIGNED BY
10
175
Ryan Hilbun, P.L.S.
C 3.01
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
10
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
nl
co
PVC-3
18" cpvc inlet w/ standard grate
(see detail C4.02.1)
top elev. 170.70'
inv. elev. 168.45'
WAT
lin
e
WAT
WAT
WAT
ex 1
2"
I.P.T CMP
.R
P-7
4" pvc pipe
USFL: 171.05'
DSFL: 171.08'
existing
concession stand
existing
band
stand
S
11"x17"
1" = 20'
P-5
44 LF-18" cpvc
pipe @ 0.7% slope
USFL: 168.45'
DSFL : 168.13'
existing 12"cmp pipe
to be removed w/ trench
backfilled w/ 610 crushed
stone and asphalt repair to
match existing.
on
WAT
WAT
WAT
WAT
WAT
E:
F
F
SCALES:
%
WAT
0.65%
.54
1
17
65
existing power
distribution
panels
WAT
'
0.
P-8
4" pvc pipe
USFL: 170.98'
DSFL: 170.95'
WAT
0.6
5%
3.75%
FFE - 171.54'
2.25%
WAT
Mar 07, 2016 - 1:41pm
FF
E:
17
1.9
4'
under sidewalk drainage structure
(see detail 4.03.3)
WAT
WAT
proposed swale centerline
see sheet 3.01 for details
py
o
WAT
FFE - 171.94'
y
WAT
WAT
WAT
WAT
NOTE:
40'
WAT
20'
G
0
G
WAT
WAT
Dustin Gatlin, P.E.
RICHTON, MS
WAT
10
WAT
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
under sidewalk drainage structure
(see detail 4.03.3)
R
PVC-4
24" pvc inlet
/w standard grate
(see detail C4.02.1)
top elev. 170.27'
inv. elev. 168.13'
P-6
64 LF-18" cpvc pipe @ 1.0%'
USFL: 168.13'
DSFL: 167.50'
DATE:
FEBRUARY 2016
inv. elev. 167.5
remove and reinstall
existing riprap as
necessary to install P-2.
SERIAL NO.
169-15
SHEET NO.
C 3.02
SURVEYED BY
RESTROOMS UTILITY LAYOUT
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
Clean-out req'd
(per detail C4.01.1)
Clean-out req'd
2.25%
W
4S
W
0.65%
W
WAT
4SS
W
4SS
W
nl
4SS
4SS
wye
Inv. Elev.: 169.83'
WAT
WAT
Clean-out req'd
inv. elev.: 168.66'
66 LF of 4" PVC
@ 1.7 % slope
S
Clean-out req'd
4SS
4SS
4SS
141 LF OF 4" PVC req'd
@ 1.7 % slope
wye
Inv. Elev.: 167.79'
connect to 4" PVC from
building
connect to existing
2"water main
(coordinate outage with owner)
4" PVC inv. elevation: 164.95'
4SS
169 LF of 4' PVC @
0.70% slope req'd
saw cut pavement
and repair
Clean-out req'd
WAT
WAT
W
4SS
lin
e
WAT
4S
S
0.6
5%
4SS
on
WAT
W
W
%
RESTROOM-SEWER GRAVITY
W
65
0.
4SS
3.75%
Mar 07, 2016 - 1:41pm
WAT
proposed 2"
water supply
for restrooms
py
o
G
saw cut pavement
and repair
Note: existing ditch flow line
elevation: 166.50
co
WAT
WAT
G
WAT
Clean-out req'd
proposed home restrooms
FFE: 171.54
(see sheet P 1.00 for building
plumbing details)
existing
sewer manhole
inv. elev.: 163.74'
top elev.: 169.50'
4" pvc inv. elevation: 165.31
4SS
4SS
saw cut pavement and
repair
SCALES:
11"x17"
1" = 40'
52 LF of 4" PVC sewer pipe
w/ 54 LF of 8" steel casing w/ spacers
0.70% slope req'd
Clean-out req'd
y
proposed visitor restrooms
FFE: 171.94'
(see sheet P 1.00 for building
plumbing details)
RICHTON, MS
Dustin Gatlin, P.E.
existing drainage
ditch top of bank
existing drainage ditch flow
line
R
DATE:
FEBRUARY 2016
SERIAL NO.
0
40'
80'
169-15
SHEET NO.
C 3.10
SURVEYED BY
VAN
ACCESSIBLE
Dustin Gatlin, P.E.
EXPANSION JOINT FILLED W/
DOW CORNING 890-SL SELF
LEVELING SILICONE OR
APPROVED EQUAL
6X6 10/10 W.W.M.
(DO NOT EXTEND
THROUGH CONTROL
OR EXPANSION JOINTS)
SIDEWALK
4"
4"
SIGN SPECIFICATIONS:
SIGNS TO BE AS MANUFACTURED BY "BEST
1. EXPANSION JOINTS SHALL BE FORMED OF
2. CONCRETE SHALL BE 3,000 PSI MINIMUM.
PREFORMED JOINT FILLER CUT TO FULL
3. EXPANSION JOINTS ARE REQUIRED WHERE THE
CROSS-SECTION AND SHALL EXTEND WIDTH OF
PROPOSED CONCRETE TIES TO EXISTING CONCRETE
CONSTRUCTION.
OR BUILDING SLABS.
4. ALL CONCRETE SIDEWALKS AND RAMPS SHALL BE
CONSTRUCTED ON A MINIMUM OF 4" OF SELECT FILL
(CLASS 9-8) COMPACTED TO 98% S.P.D.
1/8" RADIUS
1/2" JOINT SEALER
1/2" EXPANSION MATERIAL
OR GRADE
py
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1"
2'-6"
co
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on
details 4.0
1
1
3
4
1.5" ASPHALT PAVEMENT, (1.5" OF 9.5mm
2
2.5" ASPHALT PAVEMENT, (2.5" OF 12.5mm)
3
6" CRUSHED STONE (SIZE NO. 610) OR CRUSHED CONCRETE W/ SAME GRADATION
4
2' UNDER CUT, BORROW MATERIAL (CLASS 9) (PI 8-12)
C 4.00.2 - TYPICAL ADA COMPLIANT
PARKING PAVING SECTION
SCALE: NTS
4" CONCRETE PAVEMENT
TYPICAL JOINT BETWEEN
EXISTING & NEW CONCRETE
TYPICAL
1/8" RADIUS
1/2" JOINT SEALER
FINISHED
GRADE
1" SAWED OR REMOVABLE
PREMOLDED STRIP
TYPICAL CONTROL JOINT
6" MIN.
C 4.00.1 - TYPICAL SIGNAGE DETAIL
SCALE: NTS
1/2" JOINT SEALER
FLUSH W/ SURFACE
4" CONCRETE
PAVEMENT
6" MIN.
30" BURIAL DEPTH,
4" (MIN.) OF SELECT FILL (CLASS 9-8)
COMPACTED TO 98% OF PEAK
STANDARD PROCTOR. NOT A SEPARATE
PAY ITEM, TO BE INCLUDED IN THE
LUMP SUM PAY ITEM.
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8' GALVANIZED
U-CHANNEL
POST
nl
MANUFACTURING SIGN SYSTEMS" OR
APPROVED EQUAL. SIGNS TO BE MADE OF
HEAVY 18GA. BONDERIZED STEEL OR .080"/ 8' GALVANIZED
U-CHANNEL
2MM ALUM. GRAPHIC SIDE TO BE BAKED
POST
ENAMEL W/SCREEN PRINTED COPY.
SUBMITTALS REQ'D ON ALL SIGNS AND POSTS.
GRADE OR PAVING
SURFACE, SEE SITE
PLAN
Mar 07, 2016 - 1:41pm
CHECKED BY
5'-0"
SIDEWALK
SIGN "B"
MODEL NO:
SS57 (12"X18")
GALVANIZED U-CHANNEL
SIGN POST AS SPECIFIED
5'-0"
1/2" RADIUS
1/2" JOINT SEALER
1"
4" CONCRETE
PAVEMENT
SCALES:
4" CONCRETE PAVEMENT
1 1/4" HALFROUND KEYWAY 1/2" EXPANSION MATERIAL
CENTERED IN SLAB
TYPICAL CONSTRUCTION JOINT
SIGN "A"
MODEL NO:
SS53 (12"X18")
5'-0"
RICHTON, MS
5'-6" ABOVE SURFACE
5'-0"
5'-0" MINIMUM
SEE SIGN ELEVATIONS THIS SHEET FOR MOUNTING HEIGHTS
5'-0"
WHITE SYMBOL
AND LETTERING
SURFACE OF PAVEMENT
DRAWN BY
Daniel Rogers, P.E.
BLUE BACKGROUND
WHITE SYMBOL
AND LETTERING
USE ATTACHMENT TO
POST AS REC'D BY
SIGN MANUFACTURER
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
1/2" EXPANSION JOINTS 25'-0" ON CENTERS
BLUE BACKGROUND
SIGN AS SPECIFIED ON
SITE LAYOUT
Ryan Hilbun, P.L.S.
TYPICAL EXPANSION JOINT
1. EXPANSION JOINTS SHALL BE FORMED OF PREFORMED JOINT FILLER CUT TO
FULL CROSS-SECTION AND SHALL EXTEND WIDTH OF CONSTRUCTION.
2. CONCRETE SHALL BE 3000 PSI.
3. CONTROL JOINTS SHALL BE PLACED 5.0' ON CENTERS OR AS
INDICATED ON JOINT LAYOUT SHEETS.
4. EXPANSION JOINTS REQUIRED AT LOCATIONS WHERE THE
SIDEWALK TIES INTO PAVEMENTS, BUILDINGS, PARKING LOTS.
C 4.00.3 - TYPICAL SIDEWALK DETAIL
SCALE: NTS
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
C 4.00
SURVEYED BY
DRAINAGE DETAILS
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
SEWER
PIPE CASING
2'-0"
FINISHED GRADE
y
CONCRETE DO-NUT AROUND
PVC RISER PIPE REQ'D
INSTALL FLUSH WITH
PROPOSED GROUND
PVC, DI, OR MLC
CARRIER PIPE
SEAL OFF CASING ENDS AS
REQ'D W/ MANUFACTORED,
PRE-MOLDED MATERIAL
APPROVED BY ENGINEER
CASING SIZE SHALL BE VERIFIED AT TIME OF SUBMITTAL.
MIN. GRADE 1%
C 4.01.2 PIPE INSTALLATION THRU
CASING
SCALES:
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N.T.S.
on
Mar 07, 2016 - 1:41pm
C 4.01.1 - TYPICAL SEWER CLEANOUT DETAIL
SCALE: NTS
co
PLACEMENT OF SPACERS ON CARRIER
PIPE PER MANUFACTURER'S
SPECIFICATIONS
4" PVC SERVICE LINE
DETAILS 4.01
py
o
4"X4"X4" WYE & 4" 1/8 BEND
2'-0"
nl
4" PVC RISER PIPE
10'-0"
MAX (TYP)
"SEWER" TO BE CAST IN COVER
RICHTON, MS
Dustin Gatlin, P.E.
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
C 4.01
SURVEYED BY
DRAINAGE DETAILS
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
TOP SOIL REQ'D
PEDESTRIAN GRATE
1/16 Bc Min.
CONTRACTOR MAY USE ON-SITE
MATERIAL FOR BACKFILL IF DEEMED
SUITABLE BY THE ENGINEER.
BEDDING MATERIAL PROVIDED BY
CONTRACTOR
4"
NC
.P
on
ALL SIZE
DRAINAGE PIPING
AD
4"
CO
NC
.P
AD
12"
SP
LO ECI
CA FY
TIO
N
DOMED GRATE (NO CONC. PAD REQ'D)
SPECIFY
LOCATION
PVC INLETS SHALL BE MANUFACTURED BY
CONTECH CONSTRUCTION PRODUCTS
(MIDDLETOWN, OH) OR APPROVED EQUAL.
BASIN SIZE
BASIN HEIGHT
INVERT HEIGHT
co
lin
e
CUT PIPE TO MATCH SLOPE
12"
CO
Y
IF N
EC TIO
SP CA
LO
C 4.02.2 - TYPICAL PIPE TRENCH DETAIL
(UTILITY & STORM PIPING)
SCALE: NTS
py
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BENEATH PAVING
Mar 07, 2016 - 1:41pm
12"
AD
12"
nl
OUTSIDE OF PAVING
details 4.02
.P
12"
BEDDING MATERIAL
PROVIDED BY
CONTRACTOR
ON
C
SOLID GRATE
y
T
1/8 Bc 4" Min.
12"
in.
BORROW MATERIAL (CONTRACTOR
FURNISHED) TESTED PER
SPECIFICATIONS @ 98% S.P.D.)
D
4"
C
12"
STANDARD GRATE
SCALES:
INVERT HEIGHT
MINIMUM SUMP
TYPICAL PVC INLET DETAIL
SCALE: NTS
Bc
12
in.
Bc
INVERT HEIGHT
12" - OF 610 CRUSHED STONE REQ'D
COMPACTED TO 98%
ALL BACKFILL OVER UTILITIES, STORM DRAINS,
ETC. SHALL BE PLACED IN ACCORDANCE WITH
SPECIFICATIONS EXCEPT THE LIFT THICKNESS
SHALL BE REDUCED TO 4 TO 5 INCHES WHERE
HAND-OPERATED COMPACTION EQUIPMENT
IS UTILIZED.
RICHTON, MS
Dustin Gatlin, P.E.
C 4.02.1 - TYPICAL PVC INLET DETAIL
SCALE: NTS
3,000 P.S.I. @ 28 DAY COMPRESSIVE STRENGTH
CONCRETE FORMED AND POURED TO STABILIZE
SLOPE AND PROTECT END OF PIPE
DIMENSIONS OF PAD
PIPE DIAMETER
4 INCH
6 INCH
>8 INCH
A
1'-0"
1'-0"
2'-0"
B
1'-0"
2'-0"
3'-0"
C (WIDTH)
1'-0"
1'-0"
2'-0"
TOE WALL
AS SPECIFIED
R
DATE:
FEBRUARY 2016
C 4.02.3 - TYPICAL PIPE OUTLET DETAIL
SCALE: NTS
SERIAL NO.
169-15
SHEET NO.
C 4.02
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CONCRETE SIDEWALK
PER DETAIL 4.00.3
CHECKED BY
MIN. OF 4" OF TOPSOIL
IN ALL DISTURBED AREAS
Dustin Gatlin, P.E.
EXISTING GROUND
4:1 SLO
PE
REMOVAL OF EX. TOPSOIL REQ'D IN ALL AREAS OF
PROPOSED WORK (TOPSOIL TO BE REUSED
ON PROPOSED SLOPES - HAUL IN ADDITIONAL
TOPSOIL AS NECESSARY TO PROVIDE A
MIN. OF 4" IN ALL DISTURBED AREAS)
y
BORROW EXCAVATION (CONTRACTOR
FURNISHED) W/ P.I. BETWEEN 8 AND 12
AND L.L. NOT MORE THAN 25
(COMPACT IN NOT MORE THAN 6" LIFTS)
nl
C 4.03.1 - ADA SIDEWALK CUT SECTION
SCALE: NTS
4"
SIDEWALK
6" CRUSHED STONE (SIZE 610)
6"
2'
5'-2"
1
2'
4" THICK GALVANIZED FLOOR PLATE
WITH 1" WELDED STEEL BAR GRATING WELDED UNDERNEATH
(HOT DIP GALVANIZE AFTER FABRICATION)
CONTROL JOINT
CONTROL JOINT
2'-6"
5'
5'
5'
CONCRETE SIDEWALK
2.5" ASPHALT BINDER COURSE (12.5MM)
6"
1.5" ASPHALT SURFACE COURSE (9.5MM)
DEPTH AS SPECIFIED (SEE TYPICAL PAVING SECTIONS)
C 4.03.3 - TYPICAL FLUSH CONC. SIDEWALK ADJACENT TO ASPHALT
PAVING (ALSO SHOWING PARKING BLOCK INSTALLATION)
SCALE: NTS
SCALES:
6"
5'
co
4"
on
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Mar 07, 2016 - 1:41pm
details 4.03
9 1/2"
py
o
GENERAL NOTES:
1. SEE SHEET C2.02 FOR PROPOSED GRADES.
2. ALL DISTURBED AREAS SHALL BE SEEDED FOR PERMANENT EROSION CONTROL
PER THE SPECIFICATIONS.
3. ALL EXISTING TOPSOIL IS TO BE REMOVED, STOCKPILED, AND REUSED IN AREAS
OF PROPOSED WORK. ANY ADDITIONAL TOPSOIL REQUIRED TO PROVIDE A
MINIMUM DEPTH OF 4" IN DISTURBED AREAS SHALL BE ABSORBED AND
PROVIDED BY THE CONTRACTOR.
4:1 SLOPE
RICHTON, MS
EXISTING GROUND
6" WIDE X 4" TALL CURB REQ'D
1
CONTROL JOINT
CONCRETE SIDEWALK
2'-6"
6"
4"
THICK GALVANIZED FLOOR PLATE
CONTROL JOINT
6"
1" WELDED STEEL BAR GRATING
C 4.03.2 - TYPICAL UNDER SIDEWALK DRAINAGE STRUCTURE DETAIL
SCALE: NTS
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
C 4.03
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
Dustin Gatlin, P.E.
existing high
mast lighting
I.P.T.R.
S
RICHTON, MS
existing high
mast lighting
I.P.T.R.
S
WAT
WAT
WAT
existing speaker wire
to be abandoned
G
py
o
Existing Layout
co
Mar 07, 2016 - 1:42pm
20
30
existing
score
board
I.P.T.R.
EX. MPC OHP
SCALES:
11"x17"
1" = 50'
40
50
40
30
20
10
G
T
AL
PH
AS
S
1/
C
"C
S
PRESS BOX LP
connect speaker wiring to
sound system equipment
(sound equipment under
separate contract)
X
X
X
connect power to panel
inside proposed press
box (press box and panel
under separate contract)
X
X
X
X
X
X
X
X
X
X
X
X
X
100'
X
proposed ticket booth
Y
MDP
D
50'
DWA
ROA
L
P
S
VEL
existing high
mast lighting
I.P.T.R.
0
existing high
mast lighting
I.P.T.R.
2
1/
X
AY
2"
X
1/2"C
X
W
AD
RO
on
TO CONCESSION BLDG SPEAKER
GRA
proposed home bleachers
(by others)
lin
e
10
M
U
Note: Asphalt repair
necessary for conduit
installation-Included
in lump sum.
remove and replace existing wiring/conduit
(see notes on sheet E1.03)
G
existing
meter
I.P.T.R.
10
20
Ex Underground
to remain
WAT
y
WAT
nl
WAT
30
existing
time
clock
MPC
100 KVA
PMT
WAT
existing speaker wire
to be abandoned
40
WAT
existing
power
distribution
panels
I.P.T.R.
DS
M
WAT
50
S
WAT
40
S
WAT
30
WAT
20
WAT
10
MDP
S
WAT
S
DS
WAT
G
S
120/240-V
1-PHASE
WAT
R
DATE:
FEBRUARY 2016
SERIAL NO.
ASPHALT ROADWAY
169-15
SHEET NO.
E 1.00
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
HOME/VISITOR RESTROOM ELECTRICAL PLAN
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
EHD
EHD
LP
SYMBOL
LP
DESCRIPTION
DUPLEX RECEPTACLE OUTLET
EH
D
nl
LP
LP
LP
D
EH
EHD
MDP
0
1
4"=1'-0"
EXHAUST FAN
ELECTRIC HEATER
DISCONNECT
EHD
EHD
EF
A
GFCI
EH
A
LP
A
LP
LP
L
P
D
A
SS
on
LP
SS
B
8'
SCALES:
LP
LP
LP
4'
11"x17"
1
4" = 1'
EF
A
B
GFCI
L
P
VISITOR RESTROOM FACILITY
METER
A
y
EHD
INDOOR HEAT PUMP
A
EF
D
GFCI
RESTROOM ELECTRICAL
Mar 07, 2016 - 2:06pm
M
EH
OUTDOOR HEAT PUMP
A
py
o
IHP
B
A
LP
co
OHP
LP
LP
LIGHTING PANEL
DISCONNECT-AMPS
A
SS
D-100
A
lin
e
LP
A
DUPLEX RECEPTACLE OUTLET,
GROUND FAULT CIRCUIT INTERRUPTER
SS
GFCI
RICHTON, MS
EF
EF
ELECTRICAL POWER LEGEND
CHECKED BY
Dustin Gatlin, P.E.
LP
GFCI
D
EH
B
R
DATE:
EHD
MDP
HOME RESTROOM FACILITY
1
4"=1'-0"
EHD
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
E 1.01
SURVEYED BY
ELECTRICAL/LIGHTING SCHEDULES
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
py
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SIEMENS W4040L
ADD MAIN BREAKER
SIEMENS MBK 200
TO MPC
PMT
TO MPC
PMT
TO FOOTBALL FIELD
FACILITIES
TO MPC
PMT
TO SPORTS
LIGHTS-VISITOR
SCALES:
RICHTON HIGH SCHOOL
FOOTBALL FACILITIES
POWER SOURCE DETAIL
lin
e
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TO SPORTS
LIGHTS-HOME
EXISTING
200-AMP
DISCONNECT
VISITORS SIDE
SPORTS LIGHTS
ADD MB
EXISTING PANEL MDP
200-AMP, 120/240-V
3-W, 1-PHASE
on
Electrical - lighting schedules
Mar 07, 2016 - 1:42pm
nl
EXISTING
200-AMP
DISCONNECT
HOME SIDE
SPORTS LIGHTS
RICHTON, MS
y
Dustin Gatlin, P.E.
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
E 1.02
ELECTRICAL/LIGHTING SCHEDULES
SURVEYED BY
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
Richton High School Football Stadium Improvements
Richton, Mississippi
Construction Requirements for Modifications to Underground Electrical Service
February 2016
Electrical Systems General Electrical Requirements
nl
y
1. Contractor shall call Mississippi 811 for locations of all existing underground utilities and coordinate locations of other utilities
with Owner Maintenance and City of Richton Utilities.
2. Contractor shall locate all existing Mississippi Power Company's overhead and underground primary and secondary voltage
power lines in the area and use caution when install new underground wiring and setting new underground service and power
sources. (MPC POC is Mr. Butch Heath, Phone #601.297.1633).
3. Contractor will be held responsible for repairs due to damages to any existing underground utilities.
Electrical Construction Requirements for 120/240-Volt, 1-Phase Underground Service to New Public Restroom and Press-Box
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Facilities and Other Modifications to Existing Facilities
Underground Service Voltage will be 120/240-Volt, 3-Wire, 1-Phase
SCALES:
on
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co
Drawing of Power Source and Panel MDP Schedule). Contractor will be required to coordinate any disruption of electrical
service with MPC.
2. Contractor shall install new 200-Amp, 120/240-Volt, 3-Wire, 1-Phase main breaker in the existing 200-Amp Panel MDP
(Siemens W4040L-1200 CU). New Main Breaker shall be equal to Siemens MBK-200 for UL requirements.
3. Contractor will have to make some modifications and relocations of existing breakers and feeders and existing underground
service from MPC 100-KVA, Pad-Mounted Transformer.
4. Contractor shall use large-radius 90 degree PVC elbows and schedule 40 PVC for underground and schedule 80 PVC for all
exposed conduits.
5. Contractor shall route new underground feeders in PVC conduits to avoid conflict with existing running track, other facilities,
and existing utilities. Directional boring will be required when crossing existing paved walk-ways or paved track facilities.
6. Contractor shall provide and install or modify all grounding requirements and verify all ground connections.
7. Contractor shall provide and install new individual underground feeders with breaker protection from existing Panel MDP to
each new public restroom facility and new press-box individual Panels LP as identified in the drawings and Panel Schedules.
8. Contractor shall modify the existing 60-70-Amp, 240-Volt, underground feed to East Side Bleachers (Old Home Side). The
existing press-box will be eliminated and the existing 100-Amp Panel, existing lighting fixtures, and existing power and
receptacles will be disconnected and removed.The existing underground feeder will be extended and connected to a 30-Amp
disconnect switch or small 4-6 position panel to maintain a circuit in front of the new bleachers for band equipment and other
use.
9. Contractor shall provide new panels, lighting, power, and mechanical systems power requirements for the new facilities
(public restrooms and press-box).
10. Contractor shall void in place old scoreboard underground control cable in conduit from the old press-box to the south
end-zone scoreboard
11. Contractor shall remove the existing sound system speakers mounted to the top of the old press-box and to the two adjacent
sports lighting wooden standards and corresponding overhead speaker wiring to each speaker.
12. A new sound system with equipment shall be provided for the new press-box. New 22-AWG speaker wiring shall be installed
underground in PVC conduit from the sound systems equipment located in the new press-box area to the two adjacent sports
lighting standards, to the top of the new press-box, and to the south end of the existing concession building.
13. Underground feeder to the south end-zone time clock is provided from the concession building power panel. Contractor will
disconnect this underground feeder and void in place to allow construction of the new public restroom facility (east side). A
new underground feeder will be provided to this time clock from the Panel LP in the new public restroom facility.
Electrical - lighting schedules (2)
Mar 07, 2016 - 1:42pm
1. Contractor shall coordinate new underground service from an existing Owner's Power Source to the new facilities (See Detail
RICHTON, MS
Dustin Gatlin, P.E.
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
E 1.03
SURVEYED BY
Ryan Hilbun, P.L.S.
TICKET BOOTH ELECTRICAL PLAN
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DRAWN BY
Daniel Rogers, P.E.
CHECKED BY
Dustin Gatlin, P.E.
ELECTRICAL POWER LEGEND
DESCRIPTION
press box LP
DUPLEX RECEPTACLE OUTLET
METER
EXHAUST FAN
EH
ELECTRIC HEATER
y
B
DISCONNECT
DOUBLE-DUPLEX RECEPTACLE OUTLET
SCALES:
11"x17"
1
4" = 1'
Mar 07, 2016 - 1:42pm
TICKET BOOTH ELECTRICAL
B
INDOOR HEAT PUMP
EF
D
OUTDOOR HEAT PUMP
nl
M
DISCONNECT-AMPS
S
IHP
D
D
py
o
OHP
LIGHTING PANEL
co
D-100
D
lin
e
LP
DUPLEX RECEPTACLE OUTLET,
GROUND FAULT CIRCUIT INTERRUPTER
on
GFCI
RICHTON, MS
SYMBOL
R
DATE:
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
E 1.04
SURVEYED BY
HOME/VISITOR RESTROOM PLUMBING LAYOUT
TOILET PAPER HOLDER
PER SPECS
TOILET PAPER HOLDER
PER SPECS
TOILET PAPER HOLDER
PER SPECS
SOAP DISPENSER
PER SPECS
Ryan Hilbun, P.L.S.
DESIGNED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
SOAP DISPENSER
PER SPECS
DRAWN BY
TOILET PAPER HOLDER
PER SPECS
Daniel Rogers, P.E.
CHECKED BY
Dustin Gatlin, P.E.
W
W
W
W
W
W
W
L2
W
TO OWNERS WATER SUPPLY
4SS
WC1
4SS
4SS
4SS
4SS
WC2
WC1
4SS
W
4SS
4SS
U
4SS
4S
4SS
TOILET PAPER HOLDER
PER SPECS
W
W
W
W
SOAP DISPENSER
PER SPECS
W
W
TOILET PAPER HOLDER
PER SPECS
W
4SS
WC1
4SS
4SS
4SS
4SS
WC2
WC1
W
4SS
4SS
U
4SS
4SS
WC2
4SS
4S
S
SOAP DISPENSER
PER SPECS
4SS
TO MANHOLE
4SS
W
W
4SS
L1
L1
L1
CO
4SS
FD
FD
4SS
L1
U
WC1
4S
W
W
W
4SS
W
L2
on
WC1
4SS
W
S
W
4SS
W
SCALES:
L2
CO
CO
W
RESTROOM PLUMBING
py
o
W
4SS
4SS
nl
y
W
L1
W
W
L1
W
W
FROM VISITOR RESTROOM
co
SOAP DISPENSER
PER SPECS
lin
e
W
TO HOME RESTROOM BUILDING
1
4"=1'-0"
TOILET PAPER HOLDER
PER SPECS
CUT OFF VALVE
4SS
SOAP DISPENSER
PER SPECS
VISITOR RESTROOM FACILITY
SOAP DISPENSER
PER SPECS
8'
W
4SS
W
4SS
W
4SS
Mar 07, 2016 - 2:08pm
HB
TOILET PAPER HOLDER
PER SPECS
FROM VISITOR RESTROOM
TO HOME RESTROOM BUILDING
FD
FD
W
CO
4'
W
WC1
WC2
L1
L1
0
W
U
4S
W
W
L2
S
WC1
4SS
W
S
4SS
CO
W
W
RICHTON, MS
W
W
W
W
W
CUT OFF VALVE
R
DATE:
CO
HB
HOME RESTROOM FACILITY
1
4"=1'-0"
SOAP DISPENSER
PER SPECS
FEBRUARY 2016
SERIAL NO.
169-15
SHEET NO.
P 1.00
RICHTON, MS
y
nl
py
o
co
Mar 07, 2016 - 1:42pm
lin
e
on
PLUMBING SCHEDULES
PLUMBING SCHEDULES
Ryan Hilbun, P.L.S.
SURVEYED BY
Dustin Gatlin, P.E.
Daniel Rogers, P.E.
DESIGNED BY
Daniel Rogers, P.E.
DRAWN BY
Dustin Gatlin, P.E.
CHECKED BY
SCALES:
R
FEBRUARY 2016
DATE:
SERIAL NO.
169-15
SHEET NO.
P 1.10
lin
e
on
y
nl
py
o
co
lin
e
on
y
nl
py
o
co
lin
e
on
y
nl
py
o
co
lin
e
on
y
nl
py
o
co

PLUMBING SCHEDULES - The Walker Associates

Transcription

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