specimen - storage.googleapis.com · length of project (gross) 1,812.00 ft. 0.343 mi. 122.00 ft....
TRANSCRIPT
LENGTH DATA
NORTH
LENGTH OF SIDEWALK
LENGTH OF EXCEPTIONS
LENGTH OF PROJECT (GROSS)
1,812.00 FT. 0.343 MI.
122.00 FT. 0.023 MI.
0.343 MI.
T5S
OLD SPANISH TRAIL
T6S
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FOUNTAINBLEAU RD
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MARY MAHONEY DR
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CAMPBELL RD
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R6W R5W
JACKSON COUNTYBOARD OF SUPERVISORS
PLAN AND DETAILS OF PROPOSEDOLD SPANISH TRAIL & GREYHOUND WAY
SIDEWALK PHASE 1SECTION 31, TOWNSHIP 5 SOUTH, RANGE 5 WEST
BARRY CUMBEST - DISTRICT 1 MELTON HARRIS - DISTRICT 2 KEN TAYLOR - DISTRICT 3 TROY ROSS - DISTRICT 4RANDY BOSARGE - DISTRICT 5
JOE O'NEAL - ROAD MANAGER
COUNTY ROAD MANAGER
BOARD OF SUPERVISORS
-INDICATES APPROXIMATE LOCATION
SPECIMEN
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JACKSON COUNTY
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JACKSON COUNTY
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PREPARED BY
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COUNTY ENGINEER
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SHEET NO. 1
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DATE
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45920-OVERALL
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SHEET NO. 1
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STANDARD SPECIFICATIONS FOR STATE AID ROAD AND BRIDGE CONSTRUCTION CURRENTLY APPROVED BY THE OFFICE OF STATE AID ROAD CONSTRUCTION OF THE MISSISSIPPI DEPARTMENT OF TRANSPORTATION AND THE FEDERAL HIGHWAY ADMINISTRATION ARE MADE A PART HEREOF FULLY AND COMPLETELY AS IF ATTACHED HERETO, EXCEPT WHERE SUPERSEDED BY THE SPECIAL PROVISIONS, OR AMENDED BY REVISIONS.
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5
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4
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33
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38
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32
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31
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36
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25
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30
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29
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28
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21
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20
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19
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24
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13
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18
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17
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16
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90
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90
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10
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16
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OLD FORT BAYOU
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GRAVELINE BAYOU
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BEGINNING OF PROJECT STATION 10+00
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FUTURE WORK TO BE CONSTRUCTED UNDER PHASE 2
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END OF PHASE I STATION 29+00
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OCEAN
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SPRINGS
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GAUTIER
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PASCAGOULA
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ORANGE
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GROVE
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MOSS
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POINT
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FOUNTAINEBLEAU
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ESCATAWPA
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FORTS
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LAKE
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HELENA
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VANCLEAVE
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CUMBEST
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BLUFF
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HURLEY
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WADE
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LARUE
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LATIMER
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ST.
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MARTIN
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BIG
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POINT
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VESTRY
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HARLESTON
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MISSISSIPPI SOUND
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GULF OF MEXICO
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HARRISON COUNTY
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JACKSON COUTNY
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JACKSON COUNTY
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ALABAMA
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JACKSON COUNTY
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ALABAMA
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90
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90
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10
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10
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63
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ST
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ST
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57
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ST
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57
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ST
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613
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ST
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63
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ST
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613
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ST
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63
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ST
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613
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ST
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611
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ST
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614
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ST
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614
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ST
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63
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ST
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613
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ST
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57
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GEORGE COUNTY
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JACKSON COUNTY
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JACKSON COUNTY
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MISSISSIPPI
SPECIMEN
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SUMMARY OF QUANTITIES & INDEX
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JACKSON COUNTY, MS SHEET NO. 2
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3/1/17
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TARRIN
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ARON
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NTS
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REVISIONS
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DATE
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DR. BY
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CHECKED
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SCALE
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BATSON AND BROWN, INC.
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CONSULTING
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ENGINEERS
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GAUTIER LUCEDALE PASCAGOULA, MISSISSIPPI
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45920-OVERALL
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OLD SPANISH TRAIL & GREYHOUND WAY, JACKSON COUNTY, MS
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SHEET NO. 2
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SHEET INDEX
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SHEET NO.
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TITLE
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1
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TITLE SHEET
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2
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QUANTITY AND INDEX SHEET
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2A
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TYPICAL SECTION
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2B
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DETAIL SHEET
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2C
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STORM WATER POLLUTION PREVENTION PLAN
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DT-1
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DETAILS OF TYPICAL DITCH TREATMENT
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ECD-2
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DETAILS OF SEDIMENT BARRIER APPLICATIONS
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ECD-3
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DETAILS OF SILT FENCE INSTALLATION
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ECD-4
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DITCH CHECKS STRUCTURES, TYPICAL APPLICATIONS AND DETAILS
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ECD-6
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DETAILS OF EROSION CONTROL WATTLE DITCH CHECK
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140
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EROSION CONTROL
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270
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RIGHT-OF-WAY MARKERS
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287
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DRIVEWAYS, CURB & GUTTER, AND SIDEWALKS
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289
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CURB-CUT RAMP
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300
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PIPE CULVERT INSTALLATION
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328
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FLARED END SECTION FOR CONCRETE PIPE
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3
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PLAN AND PROFILE - STATION 10+00-16+00
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4
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PLAN AND PROFILE - STATION 16+00-19+00
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5
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PLAN AND PROFILE - STATION 19+00-24+50
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6
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PLAN AND PROFILE - STATION 24+50-29+00
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PREPARED BY COUNTY ENGINEER DATEDATE
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SUMMARY OF QUANTITIES
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PAY ITEM NO.
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PAY ITEM
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QUANTITY
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UNITS
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PLAN
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FINAL
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ROADWAY ITEMS
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S-200-A
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MOBILIZATION
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L.S.
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L.S.
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S-201-A
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CLEARING AND GRUBBING
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L.S.
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L.S.
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S-202-A
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REMOVAL OF OBSTRUCTION
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L.S.
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L.S.
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S-202-C
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REMOVAL OF CURB AND GUTTER
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84.0
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L.F.
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S-202-D
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REMOVAL OF SIDEWALK
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5.5
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S.Y.
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S-203-A
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UNCLASSIFIED EXCAVATION (FM)
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167.0
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C.Y.
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S-240-A
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GEOGRID TYPE III
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645.0
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SQ.YD.
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S-304-A
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GRANULAR MATERIAL (CL 7, GP B)(LVM)
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1343.0
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C.Y.
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S-304-C
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CRUSHED STONE (LVM)(SIZE 610)
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2207.0
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C.Y.
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S-603-C-A
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15" REINFORCED CONCRETE PIPE, CLASS III
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32.0
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L.F.
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S-603-C-D
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29"x18" REINFORCED CONCRETE ARCH PIPE, CLASS III
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120.0
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L.F.
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S-603-C-E
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29"x18" REINFORCED CONCRETE PIPE, END SECTION
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1.0
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EACH
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S-608-A
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CONCRETE SIDEWALK
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1042.0
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SQ.YD.
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S-620-L-1
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COLD PLASTIC LEGEND (WHITE) (12" WIDTH STOP BAR)
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28.0
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L.F.
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S-620-L-2
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COLD PLASTIC LEGEND (WHITE) (CROSSWALK)
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660.0
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S.F.
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EROSION CONTROL ITEMS
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S-211-B
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TOPSOIL FOR SLOPE TREATMENT (CONTR FURNISHED)(LVM)
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3856.0
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C.Y.
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S-212-B
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COMMERCIAL FERTILIZER (13-13-13)
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0.92
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TON
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S-215-A
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VEGETATIVE MATERIALS FOR MULCH
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1.84
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TON
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S-226-A
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SOLID SOD
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823.0
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SQ. YD.
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S-233-A
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TEMPORARY SILT FENCE (TYPE II)(AOS 0.15-0.84)
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2023.0
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L.F.
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907-237-A
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20" WATTLES
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560.0
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L.F.
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NOTES: 1. REMOVAL OF OBSTRUCTIONS, PAY ITEM S-202-A (LUMP SUM) SHALL INCLUDE ALL REMOVAL OF OBSTRUCTIONS, PAY ITEM S-202-A (LUMP SUM) SHALL INCLUDE ALL WORK FOR REMOVAL AND DISPOSAL OF SIGNS, FENCES, STRUCTURES, AND OTHER OBSTRUCTIONS WHICH ARE NOT DESIGNATED TO REMAIN OR TO BE REMOVED AND DISPOSED OF UNDER OTHER PROVISIONS OF THE CONTRACT. CONTRACTOR WILL REMOVE AND RESET TRAFFIC SIGNS THAT CONFLICT WITH CONSTRUCTION. (NOT A SEPARATE PAY ITEM.) ITEM.) 2. COST FOR EXCAVATION AND DISPOSAL OF EXCAVATED MATERIAL, REQUIRED FOR COST FOR EXCAVATION AND DISPOSAL OF EXCAVATED MATERIAL, REQUIRED FOR PIPE CULVERTS, INLETS, AND FOUNDATION IMPROVEMENT BELOW STRUCTURES TO BE INCLUDED UNDER PAY ITEM FOR EACH STRUCTURE. 3. ALL VEHICLES USED FOR THE PURPOSE OF HAULING MATERIAL MEASURED BY THE ALL VEHICLES USED FOR THE PURPOSE OF HAULING MATERIAL MEASURED BY THE CUBIC YARD LVM SHALL BE MEASURED AND VOLUME AGREED TO BY ENGINEER LVM SHALL BE MEASURED AND VOLUME AGREED TO BY ENGINEER SHALL BE MEASURED AND VOLUME AGREED TO BY ENGINEER PRIOR TO USE. ALL VEHICLES SHALL BE LOADED TO ENSURE WATER LEVEL LOADS. LOADS NOT HAULED IN APPROVED VEHICLES OR OF A QUANTITY LESS THAN THE MEASURED QUANTITY WILL BE SUBJECT TO REJECTION. 4. DISPOSAL SITES FOR ALL MATERIAL REMOVED FROM PROJECT SITE SHALL BE DISPOSAL SITES FOR ALL MATERIAL REMOVED FROM PROJECT SITE SHALL BE FURNISHED BY THE CONTRACTOR. DISPOSAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LAWS OF DISPOSAL FOR THE TYPE OF MATERIAL BEING DISPOSED.
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1 SPECIAL PROVISIONS. SPECIFICATIONS FOUND IN CONTRACT DOCUMENT. 2 CONTINGENCY ITEM - 723 SQ. YD. OF SOLID SOD TO BE INSTALLED AS PER PLANS. 100 SQ. YDS. ADDED, TO BE CONTINGENCY ITEM - 723 SQ. YD. OF SOLID SOD TO BE INSTALLED AS PER PLANS. 100 SQ. YDS. ADDED, TO BE - 723 SQ. YD. OF SOLID SOD TO BE INSTALLED AS PER PLANS. 100 SQ. YDS. ADDED, TO BE USED AS DIRECTED BY ENGINEER. 3 CONTINGENCY ITEM - 1773 L.F. OF TEMPORARY SILT FENCING INSTALLED AS PER PLANS. 250 L.F. TEMPORARY SILT CONTINGENCY ITEM - 1773 L.F. OF TEMPORARY SILT FENCING INSTALLED AS PER PLANS. 250 L.F. TEMPORARY SILT - 1773 L.F. OF TEMPORARY SILT FENCING INSTALLED AS PER PLANS. 250 L.F. TEMPORARY SILT FENCE ADDED TO BE USED AS DIRECTED BY ENGINEER. 4 2'X4' DETECTABLE WARNING PADS ARE TO BE AN ABSORBED EXPENSE UNDER PAY ITEM S-608-A CONCRETE SIDEWALK. REFER TO MDOT SHEET NUMBER 289.
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SPECIMEN
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TYPICAL SECTION & DETAILS
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JACKSON COUNTY, MS SHEET NO. 2A
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3/3/2017
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TARRIN
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ARON
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NTS
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REVISIONS
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DATE
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DR. BY
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CHECKED
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SCALE
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BATSON AND BROWN, INC.
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CONSULTING
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ENGINEERS
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GAUTIER LUCEDALE PASCAGOULA, MISSISSIPPI
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45920-OVERALL
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OLD SPANISH TRAIL, JACKSON COUNTY, MS
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SHEET NO. 2A
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EXISTING GROUND
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EXISTING ROADWAY
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2% SLOPE
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5% SLOPE
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4% SLOPE
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4" 610 CRUSHED LIMESTONE (6' WIDTH)
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3:1 SLOPE TIE TO EXISTING GROUND
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EXISTING GROUND
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3:1 SLOPE
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2% SLOPE
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4% SLOPE
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4" 610 CRUSHED LIMESTONE (6' WIDTH)
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3:1 SLOPE TIE TO EXISTING GROUND
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EXISTING GROUND
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EXISTING ROADWAY
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2% SLOPE
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5% SLOPE
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4% SLOPE
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4" 610 CRUSHED LIMESTONE (6' WIDTH)
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3:1 SLOPE TIE TO EXISTING GROUND
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4% SLOPE
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3:1 SLOPE TIE TO EXISTING GROUND
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TYPICAL SECTION STA. 10+00.00-12+20.00
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TYPICAL SECTION STA. 12+88.25-19+04.33
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TYPICAL SECTION STA. 19+04.33-29+00.00
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4" 610 CRUSHED LIMESTONE (6' WIDTH)
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GEOGRID (TYPE III) STA. 24+75-25+00 AND STA. 26+75-28+75
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GEOGRID (TYPE III) STA. 13+50-18+00
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GEOGRID (TYPE III) STA. 11+10-11+60
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GRANULAR MATERIAL (CL 7, GP B) (LVM)
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GRANULAR MATERIAL (CL 7, GP B) (LVM)
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GRANULAR MATERIAL (CL 7, GP B) (LVM)
SPECIMEN
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SCHEDULES & DETAILS
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JACKSON COUNTY, MS SHEET NO. 2B
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3/2/2017
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TARRIN
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ARON
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NTS
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REVISIONS
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DATE
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DR. BY
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CHECKED
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SCALE
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BATSON AND BROWN, INC.
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CONSULTING
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ENGINEERS
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GAUTIER LUCEDALE PASCAGOULA, MISSISSIPPI
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45920-OVERALL
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OLD SPANISH TRAIL & GREYHOUND WAY, JACKSON COUNTY, MS
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SHEET NO. 2B
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12:1 SLOPE
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CURB RAMP PLAN VIEW DETAIL SCALE 1"=2'
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12:1 SLOPE
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12:1 SLOPE
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12:1 SLOPE
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12:1 SLOPE
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CURB RAMP PROFILE VIEW DETAIL SCALE 1"=2'
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CROSSWALK AND STOP BAR DETAIL SCALE 1"=2'
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NOTE: DETECTABLE WARNING PADS ARE TO BE AN ABSORBED EXPENSE UNDER PAY ITEM S-608-A CONCRETE SIDEWALK. SEE STANDARD 289 FOR DETAILS FOR DETECTABLE WARNINGS (TRUNCATED DOMES)
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12:1 SLOPE
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12:1 SLOPE
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12:1 SLOPE
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CURB RAMP PLAN VIEW DETAIL SCALE 1"=2'
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2'x5' DETECTABLE WARNING PADS
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2'x4' DETECTABLE WARNING PADS
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PIPE SCHEDULE
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STATION
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REINFORCED CONCRETE ARCH PIPE (L.F.)
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REINFORCED CONCRETE PIPE (L.F.)
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COMMENTS
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29"x18"
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15"
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11+39
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40
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12+20
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16
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FLARED END SECTION REQUIRED
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14+00
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16
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15+50
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16
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17+02
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16
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24+86.22
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16
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27+28.63
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16
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27+33.23
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16
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TOTALS
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120
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32
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W10" LIVEOAK
16" LIVEOAK
16" LIVEOAK8" LIVE
OAK
12" LIVEOAK 16" LIVE
OAK
8" LIVEOAK
12" LIVEOAK
14" TWINMAGNOLIA
8" PINE
10" BLACKGUM
20" MAGNOLIA
18" PINE
16" PINE16" PINE
14" WATEROAK
28" MAGNOLIA
16" MAGNOLIA
14" BAY
18" WATEROAK
14" WATEROAK
10" WATEROAK
20" WATEROAK
18" WATEROAK
12" WATEROAK
24" PINE 18" LIVEOAK
6" LIVEOAK
46" LIVEOAK
22" LIVEOAK
40" LIVEOAK
26" LIVEOAK
40" LIVEOAK
8" WATEROAK
10" WATEROAK
48" LIVEOAK
10" MAPLE
20" PINE10" WATER
OAK50" LIVEOAK
MICHAEL D. & ROSA M. SCHEMENAUER
PID# 02431230.000
B&S PROPERTIES, LLC
PID# 02431120.100OCEAN SPRINGS SCHOOL
B&S PROPERTIES, LLC
PID# 02431120.100
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JACKSON COUNTY
UTILITY AUTHORITY
PID# 02431120.050
B&S PROPERTIES, LLC
PID# 02431120.100
B&S PROPERTIES, LLC
PID# 02431120.100
OCEAN SPRINGS SCHOOL
DISTRICT
BOARD OF TRUSTEES
PID# 02431120.000
10" MAGNOLIA
8" MAGNOLIA
8" BAY
26" PINE
SPECIMEN
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PP
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PP
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PP
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PP
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PP
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PP
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SP
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LP
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GP
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GP
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OLD SPANISH TRAIL
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HAMIL FARM ROAD
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HIGHWAY 57
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OLD SPANISH TRAIL
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PP
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WATER MH
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BEGINNING OF PROJECT STA. 10+00
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CP5: N=325756.165 E=1019379.343 ELEV.=0.00
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GREYHOUND WAY
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BEGINNING OF PHASE II
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END OF PHASE I
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GREYHOUND WAY
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PP
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CP4: N=325222.742 E=1019434.543 ELEV.=0.00
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STORM WATER POLLUTION PREVENTION PLAN
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JACKSON COUNTY, MS SHEET NO. 2C
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3/3/2017
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TARRIN
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ARON
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1"=30'
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REVISIONS
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DATE
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DR. BY
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CHECKED
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SCALE
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BATSON AND BROWN, INC.
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CONSULTING
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ENGINEERS
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GAUTIER LUCEDALE PASCAGOULA, MISSISSIPPI
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45920-OVERALL
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OLD SPANISH TRAIL & GREYHOUND WAY, JACKSON COUNTY, MS
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SHEET NO. 2C
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EROSION CONTROL
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DESCRIPTION
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QTY
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UNIT
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20" EXCELSIOR WATTLES
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560
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L.F.
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TEMPORARY SILT FENCE (TYPE II)
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2023
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L.F.
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SOLID SODDING
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823
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SQ. YD.
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TOPSOIL FOR SLOPE TREATMENT
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3856
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CU. YD.
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General Notes: 1. Contractor shall construct erosion control measures and stormwater pollution prevention facilities as shown on construction plans or as directed by project engineer, to protect adjacent properties and water resources from erosion and sedimentation. 2. All erosion and sedimentation control measures must be maintained at all times and adhere to the standards and specifications of the Mississippi "Planning and Design Manual for the Control of Erosion, Sediment & Stormwater. 3. It is the contractor's responsibility to perform all activities under the provisions of local, state & Federal laws administered by the Environmental Protection Agency. 4. Erosion control measures will be inspected at least weekly and after each rain, and repaired by the contractor. If full implementation of the approved plan does not provide for effective erosion control, additional erosion and sediment control measures shall be implemented to control or treat the sediment source. All costs to implement additional erosion control measures shall be the responsibility of the contractor. All costs shall be included in the contractor's bid. 5. The contractor shall ensure that no sediment or trash enters the creeks or streams. Supplemental BMPs, in addition to what is called out on the site plans may be necessary to control the changing on-site conditions as construction occurs.
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= 4" TOPSOIL PLATING FOR DISTURBED AREAS AND
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SOLID SODDING
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= TEMPORARY WATTLES
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TOTAL AREAS OF DISTURBED SOILS= 0.92 ACRES±
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%%ULEGEND
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1 360 L.F. OF WATTLES TO BE USED AS SHOWN. 200 L.F. OF WATTLES TO BE USED 360 L.F. OF WATTLES TO BE USED AS SHOWN. 200 L.F. OF WATTLES TO BE USED AS DIRECTED BY ENGINEER. 2 1773 L.F. OF SILT FENCING TO BE USED AS SHOWN. 250 L.F. OF TEMPORARY SILT 1773 L.F. OF SILT FENCING TO BE USED AS SHOWN. 250 L.F. OF TEMPORARY SILT FENCING TO BE USED AS DIRECTED BY ENGINEER. 3 723 SQ. YD. OF SOLID SOD TO BE USED AS SHOWN. 100 SQ. YD. WERE ADDED TO BE USED AS DIRECTED BY ENGINEER.
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1
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2
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3
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TOTAL AREAS OF WETLANDS IMPACTED= 0.024 ACRES±
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152 L.F. OF SILT FENCE
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20" WATTLES REQ'D (20 L.F.)
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104 L.F. OF SILT FENCE
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20" WATTLES REQ'D (20 L.F.)
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661 L.F. OF SILT FENCE
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636 L.F. OF SILT FENCE
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a
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2 TONS/ACRE
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1 TONS/ACRE
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a
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ESTABLISHED.
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APPLY 1,500 LBS/ACRE WHEN PLANTING &
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COMMERCIAL FERTILIZER (13:13:13)
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VEGETATIVE MATERIALS FOR MULCH
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ITEM
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500 LBS/ACRE AFTER GRASS GROWTH IS
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RATE
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%%UFOR ESTIMATING QUANTITIES
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%%URATES OF APPLICATION
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220 L.F. OF SILT FENCE
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MATCH LINE
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MATCH LINE
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10" LIVEOAK
16" LIVEOAK
16" LIVEOAK
8" LIVEOAK
12" LIVEOAK 16" LIVE
OAK
8" LIVEOAK
12" LIVEOAK
14" TWINMAGNOLIA
8" PINE
10" BLACKGUM
20" MAGNOLIA
18" PINE
16" PINE16" PINE
14" WATEROAK
28" MAGNOLIA
16" MAGNOLIA
14" BAY
18" WATEROAK
14" WATEROAK
10" WATEROAK
12" WATER
24" PINE
8" WATEROAK
10" WATEROAK
48" LIVEOAK
10" MAPLE
20" PINE
10" WATEROAK
MICHAEL D. & ROSA M. SCHEMENAUER
PID# 02431230.000
B&S PROPERTIES, LLC
PID# 02431120.100
HORIZONTAL SCALE: 1"=25'
VERTICAL SCALE: 1"=5'
21
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22
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22
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1.8
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-0.24%
1.5
6%
0.60%
HIGH POINT STA: 12+00.00
HIGH POINT ELEV: 22.460
PVI STA: 11+50.00
PVI ELEV: 22.46
K: 166.67
LVC: 100.00
BV
CS
: 11+
00.00
BV
CE
: 22.16
EV
CS
: 12+
00.00
EV
CE
: 22.46
HIGH POINT STA: 14+50.00
HIGH POINT ELEV: 24.000
PVI STA: 14+00.00
PVI ELEV: 24.00
K: 64.24
LVC: 100.00
BV
CS
: 13+
50.00
BV
CE
: 23.22
EV
CS
: 14+
50.00
EV
CE
: 24.00
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SPECIMEN
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PP
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PP
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PP
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GP
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GP
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OLD SPANISH TRAIL
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HAMIL FARM ROAD
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5' PROPOSED SIDEWALK
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PROPOSED CROSSWALK & STOP BAR
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BEGINNING OF PROJECT STA. 10+00
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5' PROPOSED SIDEWALK
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18"x24" RCP W/ F.E.S FL=19.79'
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18"x24" RCP W/ F.E.S. FL=19.46'
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29"x18" RCP W/ F.E.S. FL=18.40'
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29"x18" RCP W/ F.E.S. FL=18.38'
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FOUND " 12" IRON PIN
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AT&T MARKER
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AT&T MARKER
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CONSTRUCTION LIMITS
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CONSTRUCTION LIMITS
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29"x18" RCP W/ F.E.S. FL=18.74'
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EXISTING STOP BAR TO BE REMOVED
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PROPOSED 29"x18" ARCH R.C.P. WITH F.E.S. 16 L.F.
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PROPOSED 29"x18" ARCH R.C.P. 40 L.F.
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2'x4' DETECTABLE WARNING PADS
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PROPOSED 15" RCP 16 L.F.
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PROPOSED 15" RCP 16 L.F.
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SOLID SOD
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SOLID SOD 28 SQ. YD.
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LIMESTONE
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SOLID SOD 157 SQ. YD.
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TRAFFIC SIGN TO BE REMOVED
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= POWER POLE = SERVICE POLE = LIGHT POLE = GUY POLE = GUY WIRE = TRAFFIC SIGN
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PP
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SP
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LP
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GP
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LEGEND:
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JACKSON COUNTY, MS SHEET NO. 3
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45920-OVERALL
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OLD SPANISH TRAIL, JACKSON COUNTY, MS
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BEGINNING OF PROJECT
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HAMILL FARM ROAD
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STA. 14+00 15" RCP 16 L.F. D.S. FL=20.44 D.S. TOP=21.79 U.S. FL=21.37 U.S. TOP=22.72
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STA. 15+50 15" RCP 16 L.F. D.S. FL=20.20 D.S. TOP=21.55 U.S. FL=21.56 U.S. TOP=22.91
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STA. 11+39 29"x18" ARCH RCP 40 L.F. D.S. FL=18.66 D.S. TOP=20.45 U.S. FL=19.03 U.S. TOP=20.82
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STA. 12+20 29"x18" ARCH RCP 16 L.F. D.S. FL=19.30 D.S. TOP=21.09 U.S. FL=20.03 U.S. TOP=21.82
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= ELECTRICAL LINE = SEWER LINE = WATER LINE = COMMUNICATIONS LINE = WETLANDS = CONSTRUCTION LIMITS = PROPOSED SOLID SOD = PROPOSED LIMESTONE
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MATCH LINE: SHEET 4
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14" WATEROAK
10" WATEROAK
20" WATEROAK
18" WATEROAK
12" WATEROAK
24" PINE 18" LIVEOAK
6" LIVEOAK
46" LIVEOAK
22" LIVEOAK
40" LIVEOAK
26" LIVEOAK
40" LIVEOAK
B&S PROPERTIES, LLC
PID# 02431120.100
OCEAN SPRINGS SCHOOL
DISTRICT
BOARD OF TRUSTEES
PID# 02431120.000
22
.4
0
16+00
24.00
16
+2
5.0
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22
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22
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7
16+50
24.00
16
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22
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7
20
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17+00
24.00
17
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5.0
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22
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22
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24.00
17
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22
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22
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24.00
18
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23
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24
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9
18+50
24.00
18
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5.0
0
23
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5
23
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6
19+00
24.00
PV
IS
: 1
9+
01
.2
6
PV
IE
: 2
4.0
0
0.00%
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30
25
20
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SPECIMEN
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PP
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PP
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PP
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SP
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HIGHWAY 57
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5' PROPOSED SIDEWALK
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PROPOSED CROSSWALK
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OLD SPANISH TRAIL
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WATER MH
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CP5: N=325756.165 E=1019379.343 ELEV.=0.00
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WATER MANHOLE
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29"x18" RCP W/ WINGWALL FL=20.40'
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18"x30" RCP W/ WINGWALL FL=20.60'
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TRAFFIC SIGNAL PULL BOX
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OCEAN SPRINGS HIGH SCHOOL WELCOME SIGN
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TRAFFIC SIGNAL ELECTRICAL BOX
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AT&T MARKER
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AT&T MARKER
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AT&T MARKER
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AT&T MARKER
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AT&T MARKER
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ELECTRICAL SERVICE BOX
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PROPOSED 29"x18" RCP ARCH 16 L.F.
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AT&T MARKER
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2'x5' DETECTABLE WARNING PADS
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STOP BAR TO REMAIN
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EXPOSED CONDUIT
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13 L.F. OF CURB TO BE REMOVED FOR RAMP
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5 L.F. OF CONCRETE TO BE REMOVED FOR RAMP
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5' PROPOSED SIDEWALK
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SOLID SOD
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SOLID SOD 32 SQ. YD.
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EXISTING CROSSWALK & STOP BAR
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6' SIDEWALK BEHIND CURB RAMP
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13 L.F. OF CURB TO BE REMOVED FOR RAMP
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JACKSON COUNTY, MS SHEET NO. 4
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45920-OVERALL
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OLD SPANISH TRAIL, JACKSON COUNTY, MS
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STA. 17+02 29"x18" ARCH RCP 16 L.F. D.S. FL=20.65 D.S. TOP=22.44 U.S. FL=21.21 U.S. TOP=23.00
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= POWER POLE = SERVICE POLE = LIGHT POLE = GUY POLE = GUY WIRE = TRAFFIC SIGN
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PP
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SP
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LP
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GP
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LEGEND:
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= ELECTRICAL LINE = SEWER LINE = WATER LINE = COMMUNICATIONS LINE = WETLANDS = CONSTRUCTION LIMITS
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MATCH LINE: SHEET 3
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MATCH LINE: SHEET 5
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26" L
IVE
OA
K
40" L
IVE
OA
K
JACKSON COUNTY
UTILITY AUTHORITY
PID# 02431120.050
B&S PROPERTIES, LLC
PID# 02431120.100O
CEAN
SPR
INGS
SCH
OO
L
DIST
RICT
BOAR
D O
F TR
USTE
ES
PID#
024
3112
0.00
0
19+00
19
+2
5.0
0
23
.1
0
22
.9
1
19+50
23.84
19
+7
5.0
0
22
.8
0
22
.7
1
20+00
23.67
20
+2
5.0
0
22
.6
0
22
.5
0
20+50
23.50
20
+7
5.0
0
22
.4
8
22
.4
7
21+00
23.34
21
+2
5.0
0
22
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6
22
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9
21+50
23.17
21
+7
5.0
0
22
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4
22
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5
22+00
23.00
22
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5.0
0
22
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7
22
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7
22+50
22.84
22
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5.0
0
22
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4
21
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7
23+0022.68
23
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5.0
0
21
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8
21
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6
23+50
22.53
23
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5.0
0
21
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3
21
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7
24+00
22.41
24
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5.0
0
21
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8
21
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2
24+50
22.30
PV
IS
: 1
9+
01
.2
6
PV
IE
: 2
4.0
0
-0.33%
BV
CS
: 22+
50.00
BV
CE
: 22.84
30
25
20
15
30
25
20
15
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W
SPECIMEN
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PP
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SP
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LP
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GREYHOUND WAY
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5' PROPOSED SIDEWALK
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PROPOSED CROSSWALK
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PP
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PP
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WATER MH
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PROPOSED CROSSWALK
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PROPOSED CROSSWALK
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DOLLAR GENERAL ENTRANCE
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OCEAN SPRINGS HIGH SCHOOL ENTRANCE
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CP4: N=325222.742 E=1019434.543 ELEV.=0.00
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WATER MANHOLE
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TRAFFIC SIGNAL PULL BOX
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OCEAN SPRINGS HIGH SCHOOL WELCOME SIGN
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TRAFFIC SIGNAL ELECTRICAL BOX
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AT&T MARKER
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CONSTRUCTION LIMITS
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WETLANDS
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29"x18" RCP ARCH FL=19.53 16 L.F.
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ELECTRICAL SERVICE BOX
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AT&T MARKER
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2'x5' DETECTABLE WARNING PADS
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STOP BAR TO REMAIN
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EXPOSED CONDUIT
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13 L.F. OF CURB TO BE REMOVED FOR RAMP
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5 L.F. OF CONCRETE TO BE REMOVED FOR RAMP
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5' PROPOSED SIDEWALK
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SOLID SOD 32 SQ. YD.
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2'x4' DETECTABLE WARNING PADS
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2'x4' DETECTABLE WARNING PADS
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2'x5' DETECTABLE WARNING PADS
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PROPOSED LIMESTONE (REMOVE EXISTING LIMESTONE)
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PROPOSED LIMESTONE
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SOLID SOD 140 SQ. YD.
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FOUND " 12" IRON PIN
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6' SIDEWALK BEHIND CURB RAMP
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13 L.F. OF CURB TO BE REMOVED FOR RAMP
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SOLID SOD 70 SQ. YD.
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SOLID SOD 17 SQ. YD.
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JACKSON COUNTY, MS SHEET NO. 5
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45920-OVERALL
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OLD SPANISH TRAIL, JACKSON COUNTY, MS
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= POWER POLE = SERVICE POLE = LIGHT POLE = GUY POLE = GUY WIRE = TRAFFIC SIGN
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PP
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SP
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LP
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GP
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LEGEND:
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= ELECTRICAL LINE = SEWER LINE = WATER LINE = COMMUNICATIONS LINE = WETLANDS = CONSTRUCTION LIMITS
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MATCH LINE: SHEET 4
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MATCH LINE: SHEET 6
W
B&S PROPERTIES, LLC
PID# 02431120.100
OCEAN SPRINGS SCHOOL
DISTRICTBOARD OF TRUSTEES
PID# 02431120.000
10" MAGNOLIA
8" MAGNOLIA
8" BAY26" PINE
21
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2
24+50
22
.3
0
24
+7
5.0
0
21
.8
2
21
.7
5
25+00
22
.2
1
25
+2
5.0
0
21
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8
21
.4
3
25+50
22
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3
25
+7
5.0
0
21
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5
21
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9
26+00
22
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8
26
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5.0
0
21
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8
21
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8
26+50
22
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3
26
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5.0
0
21
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8
21
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27+00
22
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1
27
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5.0
0
19
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3
20
.8
027+50
22
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0
27
+7
5.0
0
20
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6
20
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28+00
22
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28
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5.0
0
20
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4
20
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8
28+50
22
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28
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5.0
0
21
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4
21
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8
29+00
22
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0
LOW POINT STA: 27+50.00
LOW POINT ELEV: 22.000
PVI STA: 25+00.00
PVI ELEV: 22.00
K: 1496.85
LVC: 500.00
EV
CS
: 2
7+
50
.0
0
EV
CE
: 2
2.0
0
30
25
20
15
30
25
20
15
S
W
SPECIMEN
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5' PROPOSED SIDEWALK
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BEGINNING OF PHASE II
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END OF PHASE I
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GREYHOUND WAY
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OCEAN SPRINGS HIGH SCHOOL ENTRANCE
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PROPOSED 29"x18" RCP ARCH 16 L.F.
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FOUND " 12" IRON PIN
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FOUND " 12" IRON PIN
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CONSTRUCTION LIMITS
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WETLANDS
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29"x18" RCP ARCH FL=19.53 16 L.F.
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FL=18.45
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29"x18" RCP ARCH FL=18.77
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FL=18.72
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FL=18.27
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SOLID SOD 149 SQ. YD.
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PROPOSED LIMESTONE
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SOLID SOD
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29"x18" RCP ARCH FL=18.87
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JACKSON COUNTY, MS SHEET NO. 6
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45920-OVERALL
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OLD SPANISH TRAIL, JACKSON COUNTY, MS
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END OF PHASE I STA. 29+00
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STA. 24+86.22 29"x18" ARCH RCP 16 L.F. FL=19.65 TOP=21.44
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STA. 27+28.63 29"x18" ARCH RCP 16 L.F. FL=18.78 TOP=20.57
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STA. 27+33.23 29"x18" ARCH RCP 16 L.F. FL=18.96 TOP=20.75
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= POWER POLE = SERVICE POLE = LIGHT POLE = GUY POLE = GUY WIRE = TRAFFIC SIGN
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PP
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SP
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LP
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GP
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LEGEND:
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= ELECTRICAL LINE = SEWER LINE = WATER LINE = COMMUNICATIONS LINE = WETLANDS = CONSTRUCTION LIMITS
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MATCH LINE: SHEET 5
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NOTE: PIPES NOT TO EXTEND OVER EASEMENT LINE. SAWCUTTING MAY BE REQUIRED.