DrawingsAsOne1_Part2.pdf

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Repair & Improve B-4279
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N400856813830
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DrawingsAsOne - Part 2

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Amend_02_-_6813830.pdf PDF
DrawingsAsOne1_Part3.pdf PDF
DrawingsAsOne1_Part8.pdf PDF
DrawingsAsOne1_Part4.pdf PDF
DrawingsAsOne1_Part7.pdf PDF
DrawingsAsOne1_Part5.pdf PDF
RFP_-_6813830.pdf PDF
DrawingsAsOne1_Part1.pdf PDF
SpecsAsOne.pdf PDF
DrawingsAsOne1_Part6.pdf PDF
DrawingsAsOne1_Part9.pdf PDF
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SITE AND UTILITY PLAN - AREA 2

NEW WORK KEYNOTES

NEW PAVEMENT LEGEND

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1.5" OVERLAY ASPHALT / PAVEMENT TRANSITION

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HEAVY DUTY ASPHALT PAVEMENT

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HEAVY DUTY CONCRETE PAVEMENT

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ASPHALT

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PARKING LOT

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1 STORY BRICK

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FFE=21.73'

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SHRUBS

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SHRUBS

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SHRUBS

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SHRUBS

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SMH #6

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BLDG #T558

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TMH #B 02

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TRAV. #MK513 N:424925.242 E:2627999.713 ELEV.:22.21'

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CONC. MON. W/DISK

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INV. = 19.33'

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15" CPP

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INV. = 19.21'

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24" RCP

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CONC. HEADWALL INV. = 13.81'

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18" CPP

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INV.=17.46'

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INV.=17.41'

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TRAV. #MK514 N:424639.820 E:2628199.868 ELEV.:20.12'

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INV.=18.09'

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12" DIP

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INV.=18.00'

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10" DIP

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10" DIP

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10" PVC

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4" PVC

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STM3

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TPED

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MATCHLINE SHEET V-003

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MATCHLINE SHEET V-002

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ROOSEVELT BOULEVARD

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GRASS

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CONC. DRAINAGE STRUCTURE

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LP

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LP

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OAK STREET

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WING

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STATION

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STATION STORAGE

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WING

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WING STORAGE

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FSSO

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1. CONTRACTOR SHALL COORDINATE UNDERGROUND CONTRACTOR SHALL COORDINATE UNDERGROUND COMMUNICATION AND UNDERGROUND ELECTRICAL SERVICE AND ROUTING WITH TRAILER MANUFACTURER. 2. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM PROPOSED PAVEMENT SURFACES TO THE NEAREST EXISTING STORM INLET AND/OR DRAINAGE CHANNEL. 3. ONCE ALL PROPOSED TEMP TRAILERS HAVE BEEN REMOVED ONCE ALL PROPOSED TEMP TRAILERS HAVE BEEN REMOVED FROM THIS SITE, CONTRACTOR SHALL REMOVE ALL PROPOSED HEAVY DUTY ASPHALT PAVEMENT SHOWN ON THIS SHEET AND RESTORE GROUND COVER TO EXISTING CONDITION OR BETTER. 4. ONCE ALL PROPOSED TEMP TRAILERS HAVE BEEN REMOVED ONCE ALL PROPOSED TEMP TRAILERS HAVE BEEN REMOVED FROM THIS SITE, CONTRACTOR SHALL REMOVE ALL PROPOSED ACCESSIBLE PARKING SPACE PAINT STRIPING AND SIGNS AND RESTORE PARKING LOT TO EXISTING CONDITION OR BETTER .

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SITE AND UTILITY PLAN - AREA 2

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MGS

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RRC

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BSC

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AS NOTED

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XX

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 12 APRIL 2018

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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UNCLASSIFIED

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XXXXX

AutoCAD SHX Text 07/03/2019

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XX

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BRIAN SCOTT CHEWNING

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SCALE: 1 IN. = 20 FT.

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1. 60'X24' SECTION MODULAR (TYP OF 5) 60'X24' SECTION MODULAR (TYP OF 5) 2. 14' WIDE SINGLE SLIDING GATE 14' WIDE SINGLE SLIDING GATE 3. 7' HIGH CHAIN LINK FENCE 7' HIGH CHAIN LINK FENCE 4. 5' WIDE PEDESTRIAN GATE 5' WIDE PEDESTRIAN GATE 5. ACCESSIBLE RAMP, SEE ARCHITECTURAL PLANS ACCESSIBLE RAMP, SEE ARCHITECTURAL PLANS 6. STAIRS, SEE ARCHITECTURAL PLANS STAIRS, SEE ARCHITECTURAL PLANS 7. ACCESSIBLE PARKING SPACE, TEMP PAINT STRIPING ACCESSIBLE PARKING SPACE, TEMP PAINT STRIPING 8. DOGHOUSE SSMH CONNECT TO EXIST SAN SEWER LINE DOGHOUSE SSMH CONNECT TO EXIST SAN SEWER LINE 9. 4" PVC SAN LATERAL (TYP OF 4) 4" PVC SAN LATERAL (TYP OF 4) 10. 154 LF - 6" PVC SAN SEWER LINE 154 LF - 6" PVC SAN SEWER LINE 11. SANITARY CLEANOUT SANITARY CLEANOUT 12. CONNECT TO EXIST WATERLINE WITH 8" X 3/4" TSV CONNECT TO EXIST WATERLINE WITH 8" X 3/4" TSV AND THRUST BLOCK 13. 103LF - 3/4" TYPE K COPPER WATERLINE ±103LF - 3/4" TYPE K COPPER WATERLINE14. 140LF - 3/4" TYPE K COPPER WATERLINE ±140LF - 3/4" TYPE K COPPER WATERLINE15. 3/4" X 3/4" TEE 3/4" X 3/4" TEE 16. 3/4" WATER VALVE 3/4" WATER VALVE 17. 3/4" PIPE CROSS 3/4" PIPE CROSS 18. UNDERGROUND COMMUNICATIONS UNDERGROUND COMMUNICATIONS 19. UNDERGROUND ELECTRIC UNDERGROUND ELECTRIC 20. 60'X12' SECTION MODULAR 60'X12' SECTION MODULAR 21. WHEEL STOP (TYP OF 8) WHEEL STOP (TYP OF 8) 22. VALVE BOX VALVE BOX 23. ACCESSIBLE PARKING SPACE, PERM PAINT STRIPING ACCESSIBLE PARKING SPACE, PERM PAINT STRIPING 24. ACCESSIBLE PARKING SIGN (TYP OF 3) ACCESSIBLE PARKING SIGN (TYP OF 3) 25. ELEVATED DECK TO BE PROVIDED BY 60'X24' SECTION ELEVATED DECK TO BE PROVIDED BY 60'X24' SECTION MODULAR VENDOR

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PLAN NORTH

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PEDESTRIAN GATE

A4

CHAIN LINK FENCE A5CONCRETE PAVEMENT

A2

ASPHALT PAVEMENT TRANSITION

B2

ASPHALT PAVEMENT SECTION D5

REMOVABLE BOLLARD B5

SINGLE CANTILEVERED SLIDING GATE C3

BOLLARD A3

C-501

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BARBED WIRE

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LINE POST

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TOP RAIL

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CONCRETE FOOTING (TYP) 4,000 PSI MIN

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LATCH ASSEMBLY

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CHAIN LINK FABRIC

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SCALE: NTS

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CS101, CS102

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CS101, CS102

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MIN

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NEW ASPHALT SURFACE

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NEW BASE COURSE

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EXIST ASPHALT SURFACE

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EXIST BASE COURSE

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SAWCUT

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TACK COAT

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PRIME COAT

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SCALE: NTS

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CS101

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RELIANCE FOUNDRY, MODEL R-7591 DUCTILE IRON BOLLARD & CAP, OR APPROVED EQUAL

AutoCAD SHX Text NOTES: 1. BOLLARD COVER & CAP SHALL BE "DARK BRONZE" & POWDER BOLLARD COVER & CAP SHALL BE "DARK BRONZE" & POWDER COATED. 2. INSTALL BOLLARD PER MFR RECOMMENDATIONS. INSTALL BOLLARD PER MFR RECOMMENDATIONS. 3. BOLLARDS SHALL BE 3' HEIGHT. BOLLARDS SHALL BE 3' HEIGHT. 4. ALL NOTATIONS ARE TYPICAL FOR ALL BOLLARDS & FOOTINGS.ALL NOTATIONS ARE TYPICAL FOR ALL BOLLARDS & FOOTINGS.

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3000 PSI CONCRETE

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REMOVABLE MOUNT

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1" UNC BOLT

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PADLOCK

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3000 PSI CONCRETE BETWEEN BOLLARD FOOTINGS (2' WIDTH)

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EDGE OF EXIST PVMT

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COMPACTED UNTREATED AGGREGATE BASE MATERIAL (NCDOT TYPE B)

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DIA.

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SCALE: NTS

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CS101

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4"%%C POST

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DOMED

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STANDARD

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ANCHOR

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POST TOP OPTIONS

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TO OPEN

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%%UGATE PLAN

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ALUM TRACK

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TRUCK ASS'Y

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5/8" LOWER INTERIOR UPRIGHTS ONLY

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2"X4" ALUM BOTTOM RAIL

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TRUSS ROD

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2" SQ ALUM UPRIGHT

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TENSION ROD

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GUIDE ROLLER ASS'Y

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ALUM TRACK/RAIL

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2" SQ ALUM STIFFENER

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WELDED JOINT

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2" SQ ALUM UPRIGHT

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2"X4" ALUM RAIL

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%%USECTION A-A

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KEEPER

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MULTIPLES OF 10'-0" MAXIMUM

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END BAY 10'-0" (MAXIMUM)

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BARBED WIRE

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BRACE

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FINISH GRADE

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ANGLE OR CORNER POST

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CONCRETE FOOTING (TYP) 4,000 PSI MIN

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ANGLED SUPPORT ARMS FACING OUTWARD

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CHAIN LINK FABRIC

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MIN

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FINISH GRADE

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6" STD WEIGHTSTEEL PIPE WITH SAFETY YELLOW PAINT FILL WITH CONCRETE

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CONCRETE 4,000 PSI MIN

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CS101

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COMPACTED SUBGRADE

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#4 @ 12" OC

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2-#4 CONT

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8" CONCRETE 4,000 PSI MIN

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SLAB TURNDOWN

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6" AGGREGATE BASE COURSE

AutoCAD SHX Text NOTES: 1. SINCE A GEOTECHNICAL INVESTIGATION WAS NOT SINCE A GEOTECHNICAL INVESTIGATION WAS NOT PERFORMED FOR THIS PROJECT, PAVEMENT SECTIONS FROM THE P-235 FLIGHTLINE UTILITY MODERNIZATION PROJECT WERE ASSUMED TO BE ADEQUATE.

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4" NCDOT TYPE I 19.0C ASPHALT INTERMEDIATE COURSE

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8" GRADED AGGREGATE BASE COURSE

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COMPACTED SUBGRADE

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PRIME COAT

AutoCAD SHX Text NOTES: 1. GRADED AGGREGATE BASE COURSE SHOULD EXTEND GRADED AGGREGATE BASE COURSE SHOULD EXTEND A MINIMUM OF 3 FEET BEYOND THE EDGE OF ASPHALT SURFACE/INTERMEDIATE COURSE. 2. SINCE A GEOTECHNICAL INVESTIGATION WAS NOT SINCE A GEOTECHNICAL INVESTIGATION WAS NOT PERFORMED FOR THIS PROJECT, PAVEMENT SECTIONS FROM THE P-235 FLIGHTLINE UTILITY MODERNIZATION PROJECT WERE ASSUMED TO BE ADEQUATE.

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2" NCDOT TYPE SF 9.5A ASPHALT SURFACE COURSE

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TACK COAT

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SITE DETAILS

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MGS

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PM/DM

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DRAWFORM REVISION: 12 APRIL 2018

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AutoCAD SHX Text Lic. No.038283

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07/03/2019

ACCESSIBLE PARKING SIGN

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EDGE OF PAVEMENT

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CENTER SYMBOL BETWEEN PARKING STRIPES

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2 #4 BARS CONTINUOUS

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AutoCAD SHX Text SIGN SPECIFICATIONS FRAME: 4-INCH-SQUARE STEEL TUBE WITH A FACTORY BAKED RED ACRYLIC ENAMEL FINISH 4-INCH-SQUARE STEEL TUBE WITH A FACTORY BAKED RED ACRYLIC ENAMEL FINISH BRACES: 1-1/2-INCH-SQUARE STEEL TUBE WITH A FAC-TORY BAKED RED ACRYLIC ENAMEL FINISH 1-1/2-INCH-SQUARE STEEL TUBE WITH A FAC-TORY BAKED RED ACRYLIC ENAMEL FINISH GRAPHIC PANELS: HEAVY GAUGE STEEL PANEL WITH BOTH SIDES PAINTED WHITE HEAVY GAUGE STEEL PANEL WITH BOTH SIDES PAINTED WHITE STREET PANEL: HEAVY GAUGE STEEL PANEL WITH BOTH SIDES PAINTED YELLOW HEAVY GAUGE STEEL PANEL WITH BOTH SIDES PAINTED YELLOW TYPE: HELVETICA MEDIUM, CENTERED UPPER CASE CHARACTERS HELVETICA MEDIUM, CENTERED UPPER CASE CHARACTERS COPY: SILK SCREEN BLACK SILK SCREEN BLACK MARINE CORPS LOGO: DIE-CUT ALUMINUM WITH MARINE CORPS COLORS DIE-CUT ALUMINUM WITH MARINE CORPS COLORS TYPICAL MANUFACTURER: ASI-MODULEX 3860 WEST NORTHWEST HIGHWAY DALLAS, TX 75220 SERIES: COMPASS SERIES COMPASS SERIES FINISH: PRIMER PLUS TOPCOAT OF 2 TO 3 MIL THICK POLYESTER COATING PRIMER PLUS TOPCOAT OF 2 TO 3 MIL THICK POLYESTER COATING NOTES: 1. CONTRACTOR SHALL COORDINATE LETTERING HEIGHT AND CONTENT WITH THE CONTRACTING OFFICER. CONTRACTOR SHALL COORDINATE LETTERING HEIGHT AND CONTENT WITH THE CONTRACTING OFFICER. 2. CONTRACTOR SHALL SUBMIT A COMPLETE SHOP DRAWING FOR NAVFAC TO REVIEW AND APPROVE PRIOR TO CONTRACTOR SHALL SUBMIT A COMPLETE SHOP DRAWING FOR NAVFAC TO REVIEW AND APPROVE PRIOR TO ORDERING MATERIAL.

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SCREW SHAFT TYPE VALVE BOX SETTING

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DOG HOUSE MANHOLE WITH CAST-IN-PLACE BASE A5SANITARY SEWER CLEANOUT

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WHERE THIS DIMENSION IS 12"

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EXCEPT BENEATH PAVEMENT AREAS

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1/2" GRAVEL BEDDING

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& INITIAL BACKFILL

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SLOPE TRENCH AS REQUIRED PROVIDED WORK LIMITS ARE NOT EXCEEDED

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MIN: PIPE DIA + 24" MAX: PIPE DIA + 30"

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RESTORE SURFACE TO PRE CONSTRUCTION CONDITION OR BETTER

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ASTM C76 PRECAST RISER

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CAST IN PLACE CONRETE BASE

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TEMPORARY CONSTRUCTION ENTRANCE

STD. SPEC. 6.06

EROSION AND SEDIMENT CONTROL

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PERMANENT/TEMPORARY SEEDING,

FERTILIZING AND MULCHING NOTES

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AutoCAD SHX Text PERMANENT STABILIZATION AREAS REQUIRING PERMANENT STABILIZATION TIME FRAME TO APPLY EROSION CONTROLS: TIME FRAME TO APPLY EROSION CONTROLS: ANY AREAS THAT WILL LIE DORMANT ANY AREAS THAT WILL LIE DORMANT ANY AREAS THAT WILL LIE DORMANT FOR NINETY (90) DAYS OR MORE FOR NINETY (90) DAYS OR MORE FOR NINETY (90) DAYS OR MORE ANY DISTURBED AREA WITHIN FIFTY (50) FEET WITHIN TWO (2) DAYS OF WITHIN TWO (2) DAYS OF OF A STREAM AND AT FINAL GRADE. REACHING FINAL GRADE. REACHING FINAL GRADE. ANY OTHER AREAS AT FINAL GRADE WITHIN SEVEN (7) DAYS OF REACHING WITHIN SEVEN (7) DAYS OF REACHING FINAL GRADE WITHIN THAT AREA NOTES: WHERE VEGETATIVE STABILIZATION TECHNIQUES MAY CAUSE STRUCTURAL INSTABILITY OR ARE OTHERWISE UNOBTAINABLE, ALTERNATIVE STABILIZATION TECHNIQUES MUST BE EMPLOYED. THESE TECHNIQUES MAY INCLUDE MULCHING OR EROSION MATTING. PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER).

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1. CONSTRUCTION MATERIALS THAT POSE A POTENTIAL CONSTRUCTION MATERIALS THAT POSE A POTENTIAL CONTAMINATION THREAT TO STORM WATER SHALL BE MANAGED TO MINIMIZE EXPOSURE TO STORM WATER. MATERIALS SHALL BE KEPT IN SECURE CONTAINERS AND PROPERLY LABELED. SOLID AND LIQUID WASTE AND OTHER WASTES SHALL BE DISPOSED OF PROPERLY IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL DISPOSAL REQUIREMENTS. DISPOSAL SHALL BE CONSISTENT WITH APPLICABLE STATE AND/OR LOCAL WASTE DISPOSAL, SANITARY SEWER OR SEPTIC SYSTEM REGULATIONS AND SHALL PROVIDE FOR THE PROPER DISPOSAL OF CONTAMINATED SOILS TO THE EXTENT THESE ARE LOCATED WITHIN THE PERMITTED AREA. 2. HANDLING CONSTRUCTION CHEMICALS. MIXING, PUMPING, HANDLING CONSTRUCTION CHEMICALS. MIXING, PUMPING, TRANSFERRING OR OTHER HANDLING OF CONSTRUCTION CHEMICALS SUCH AS FERTILIZER, LIME, ASPHALT, CONCRETE DRYING COMPOUNDS, AND ALL OTHER POTENTIALLY HAZARDOUS MATERIALS SHALL BE PERFORMED IN AN AREA AWAY FROM ANY WATERCOURSE, DITCH OR STORM DRAIN. 3. THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT: A. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. B. ALL MATERIALS STORED ON SITE WILL BE STORED IN A NEAT, ALL MATERIALS STORED ON SITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. C. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE MANUFACTURER'S LABEL. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. D. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. E. THE MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE THE MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. 4. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN. 5. UNTIL THE SITE IS PERMANENTLY STABILIZED, ALL EROSION AND UNTIL THE SITE IS PERMANENTLY STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION & SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEANOUT, REPAIR, RE-PLACEMENT, RE-GRADING, RE-SEEDING, RE-MULCHING, AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATION OF THOSE INSTALLED WILL BE REQUIRED. 6. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE CONTRACTOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. 7. THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION CONTROL THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION CONTROL MATERIAL (SILT FENCE, JUTE MESH, RIP RAP, ETC.) ON-SITE FOR MAINTENANCE AND EMERGENCY REPAIRS. 8. ALL REGULATORY AGENCY PERMITS REQUIRED FOR THE SITE ALL REGULATORY AGENCY PERMITS REQUIRED FOR THE SITE SHALL BE OBTAINED PRIOR TO SITE WORK COMMENCES. 9. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UNDERGROUND CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL USE A THIRD PARTY FOR PRIVATE UTILITY LOCATING AS NECESSARY. SILT FENCE TO BE PLACED OFFSET FROM UTILITY LOCATIONS. 10. PERMANENTLY STABILIZE BY SEEDING PER PLANS. SPOILS TO BE PERMANENTLY STABILIZE BY SEEDING PER PLANS. SPOILS TO BE PLACED AROUND EXISTING STRUCTURES AND EQUIPMENT. 11. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. 12. ADDITIONAL MEASURES MAY BE REQUIRED. THE CONTRACTOR IS ADDITIONAL MEASURES MAY BE REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THIS SITE. 13. EROSION AND SEDIMENT CONTROL FOR UTILITY CONSTRUCTION EROSION AND SEDIMENT CONTROL FOR UTILITY CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH APPROVED PLANS. UTILITY CONSTRUCTION SHALL ONLY BE FOR AREAS WITHIN THE DELINEATED LIMITS OF WORK. CALL “MISS MISS UTILITY” AT 1-800-632-4949 48 HOURS PRIOR TO THE START AT 1-800-632-4949 48 HOURS PRIOR TO THE START OF WORK. WHEN SAME DAY STABILIZATION IS APPROVED: A. EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH. B. TRENCHES FOR UTILITY INSTALLATION SHALL BE BACKFILLED, TRENCHES FOR UTILITY INSTALLATION SHALL BE BACKFILLED, COMPACTED, AND STABILIZED AT THE END OF EACH WORKING DAY. NO MORE TRENCH SHALL BE OPENED THAN CAN BE COMPLETED THE SAME DAY. 14. FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN: A. THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND B. SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.

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1. TEMPORARY GROUND COVER TO BE INSTALLED WITHIN SEVEN TEMPORARY GROUND COVER TO BE INSTALLED WITHIN SEVEN DAYS OF STOPPING GRADING ACTIVITY AT ANY PHASE OF CONSTRUCTION. 1.1. BASH (BIRD AIRCRAFT STRIKE HAZARD) AREAS: MULCH BASH (BIRD AIRCRAFT STRIKE HAZARD) AREAS: MULCH CRIMPLED IN-PLACE. 1.2. NON-BASH AREAS: BELOW SEEDING NON-BASH AREAS: BELOW SEEDING 1.2.1. MAY - JULY: GERMAN MILLET MAY - JULY: GERMAN MILLET 1.2.2. AUGUST - APRIL: RYE GRAIN (NOT ANNUAL RYE GRASS) AUGUST - APRIL: RYE GRAIN (NOT ANNUAL RYE GRASS) 2. PERMANENT GROUND COVER TO BE INSTALLED WITHIN SEVEN PERMANENT GROUND COVER TO BE INSTALLED WITHIN SEVEN DAYS OF COMPLETION OF FINAL GRADING. 2.1. BASH AREAS: PREFERRED APPLICATION IS CENTIPEDE SOD. BASH AREAS: PREFERRED APPLICATION IS CENTIPEDE SOD. HOWEVER, THE FOLLOWING SEEDING SPECIFICATION MAY BE USED: 2.1.1. JANUARY - MARCH: MIXTURE (40% FESCUE, 40% JANUARY - MARCH: MIXTURE (40% FESCUE, 40% UNHULLED BERMUDA, 20% CENTIPEDE) 2.1.2. APRIL - AUGUST: MIXTURE (50% HULLED BERMUDA, APRIL - AUGUST: MIXTURE (50% HULLED BERMUDA, 30% CENTIPEDE, 20% BAHIA) 2.1.3. SEPTEMBER - DECEMBER: MIXTURE (60% FESCUE, 40% SEPTEMBER - DECEMBER: MIXTURE (60% FESCUE, 40% UNHULLED BERMUDA) 2.2. NON-BASH AREAS: BELOW SEEDING, BASH SEEDING MAY NON-BASH AREAS: BELOW SEEDING, BASH SEEDING MAY ALSO BE USED: 2.2.1. SEPTEMBER - MAY: CENTIPEDE GRASS SEPTEMBER - MAY: CENTIPEDE GRASS 2.2.2. JUNE: BERMUDA GRASS JUNE: BERMUDA GRASS 2.2.3. JULY - AUGUST: NO APPLICATION JULY - AUGUST: NO APPLICATION 3. TEMPORARY SEEDING SHALL BE FERTILIZED AS REQUIRED BY AN TEMPORARY SEEDING SHALL BE FERTILIZED AS REQUIRED BY AN INDEPENDENT SOIL ANALYSIS. INSPECT SEED WEEKLY AND PROVIDE WATER AS NEEDED FOR GERMINATION. AFTER GERMINATION, WATER AT 1-INCH PER WEEK UNTIL FIRST MOWING. 4. EXAMINE AREAS TO RECEIVE SEED FOR COMPLIANCE WITH EXAMINE AREAS TO RECEIVE SEED FOR COMPLIANCE WITH REQUIREMENTS AND FOR CONDITIONS AFFECTING PERFORMANCE OF WORK AND ESTABLISHMENT. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 5. DISPOSE OF ANY GROWTH, ROCKS, OR OTHER OBSTRUCTIONS DISPOSE OF ANY GROWTH, ROCKS, OR OTHER OBSTRUCTIONS WHICH MIGHT INTERFERE WITH SEEDING OR LATER MAINTENANCE OPERATIONS. REMOVE STONES OVER 38MM (1 1/2 INCHES) IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER. 6. GRADE SEED AREAS TO A SMOOTH, EVEN SURFACE WITH LOOSE, GRADE SEED AREAS TO A SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. ROLL AND RAKE, REMOVE RIDGES AND FILL DEPRESSIONS TO MEET FINISH GRADES. DO NOT USE WET SEED OR SEED WHICH IS MOLDY OR OTHERWISE DAMAGED IN TRANSIT OR STORAGE. 7. SOW SEED WITH A BRILLION TYPE SEEDING MACHINE OR WHERE SOW SEED WITH A BRILLION TYPE SEEDING MACHINE OR WHERE APPLICABLE AND RESTRICTED BY STEEP SLOPES OR OTHER AREAS NOT ACCESSIBLE TO THE SEEDING MACHINE, BROADCAST OR DROP SEED METHODS MAY BE USED. DO NOT BROADCAST OR DROP SEED WHEN WIND VELOCITY EXCEEDS 5 MPH. EVENLY DISTRIBUTE SEED BY SOWING EQUAL QUANTITIES IN 2 DIRECTIONS AT RIGHT ANGLES TO EACH OTHER, AND 3 DIRECTIONS IN HIGH MAINTENANCE AREAS. 8. RAKE, HARROW OR OTHERWISE WORK THE SEED INTO THE SOIL RAKE, HARROW OR OTHERWISE WORK THE SEED INTO THE SOIL 1/4" TO 1/2" DEEP. KEEP THE AREA WELL- WATERED UNTIL THE SEEDS GERMINATE AND THE SEEDLINGS HAVE GROWN SUFFICIENTLY TO ESTABLISH A LAWN, THEN WATER AS NEEDED. 9. MOW GRASS TO A HEIGHT OF 50MM (2 INCHES) AS SOON AS MOW GRASS TO A HEIGHT OF 50MM (2 INCHES) AS SOON AS THERE IS ENOUGH TOP GROWTH TO CUT WITH MOWER. REMOVE NO MORE THAN 40% OF GRASS LEAF GROWTH IN INITIAL OR SUBSEQUENT MOWINGS. DO NOT DELAY MOWING UNTIL GRASS BLADES BEND OVER AND BECOME MATTED.

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EROSION AND SEDIMENT CONTROL DETAILS

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02 Civil.pdf
CS102 - SITE AND UTILITY PLAN - AREA 2
C-501 - SITE DETAILS
C-502 - SITE DETAILS
C-503 - SITE DETAILS
C-504 - EROSION AND SEDIMENT CONTROL DETAILS
C-505 - EROSION AND SEDIMENT CONTROL DETAILS
04 Topo Survey.pdf
Sheets and Views
V-001

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