Phase 2 Plans Amendment 5.pdf

PDF 19 MB Posted

Attached to
Repair Taxiway Pavements Naval Air Station Oceana, Virginia Beach, VA
Solicitation number
N4008524R2510
Issued by

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This solicitation is for repair of taxiway pavements at Naval Air Station Oceana in Virginia Beach, Virginia. The work includes full-depth replacement of all existing asphalt concrete and Portland cement concrete with new homogeneous Portland cement concrete pavement for Taxiways Alpha, a small portion of Bravo, the infield area bound by Alpha, Bravo, and the Transition, a portion of Papa and associated ladder taxiways and connections near fuel pits and the aprons. The project also includes improvements to the stormwater system. The solicitation was issued by the Department of the Navy Naval Facilities Engineering Command for repairing taxiway pavements and upgrading the stormwater system at the specified naval air station.

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Other files

File Type Posted
24R2510 Amendment 0007.pdf PDF
Phase 2 Plans Amendment 6.pdf PDF
Permit Record of Decision Form Amend 0006.pdf PDF
24R2510 Amendment 0006.pdf PDF
Section 03 45 33.pdf PDF
Phase 1 Plans Amendment 6.pdf PDF
Attachment G - Individual Small Business Subcontracting Plan R1.docx DOCX document
Phase 1 Plans Amendment 5.pdf PDF
Spec 33 82 00.pdf PDF
24R2510 Amendment 0005.pdf PDF
Permit Record of Decision Form.pdf PDF
Specification 01 45 00.00 20.pdf PDF
Price Proposal REVISED.docx DOCX document
Specification 33 40 00.pdf PDF
Specification 01 45 35.pdf PDF
Phase 1 Plans.pdf PDF
24R2510 Amendment 0004.pdf PDF
Phase 2 Plans.pdf PDF
05_Phase_1_Plans_Amendment_3.pdf PDF
Amendment 0003.pdf PDF
02_Radios_for_Flight_Line (1).pdf PDF
04_Spec_01_14_00.pdf PDF
03_Phase_2_Sheet_Index.pdf PDF
06_Phase_2_Plans_Addendum_3.pdf PDF
33 01 30.16.pdf PDF
Price Schedule REV 1.docx DOCX document
00 01 15.pdf PDF
01 58 00 NAVFAC Project_Sign_Details.pdf PDF
01 20 00 First Page.pdf PDF
Oceana Test Hole Reports Complete 20NOV2023.pdf PDF
Oceana Historical GW Depth Elev Plot 2018.png PNG image
RepairTaxiwayPvmt-Phase II-Addendum2 Plans.pdf PDF
NASO Taxiway Repair Project Timber Appraisal.pdf PDF
RepairTaxiwayPvmt-Phase I Addendum 2 - Plans .pdf PDF
Analytical Test Results and Location Plan.pdf PDF
PROJECT TOC 23-0109.pdf PDF
24R2510 Amendment 0002.pdf PDF
NASO Taxiway Repair Project MFR.pdf PDF
01 33 00 Appendix A Submittal Register.pdf PDF
Repair Taxiway Pavement Site Visit Log.jpeg JPEG file
24R2510 Amendment 0001.pdf PDF
RM10-9145 Repair Taxiway Pavements Specifications.pdf PDF
Attachment G - Individual Small Business Subcontracting Plan.doc DOC document
02-Phase I Electrical Drawings.pdf PDF
03-Phase II Civil Drawings Part I.pdf PDF
04-Phase II Electrical Drawings.pdf PDF
RFP 24R2510.pdf PDF
Attachment K - SECNAV 5512.pdf PDF
Attachment D - Historical Small Business Utilization.docx DOCX document
03-Phase II Civil Drawings Part II.pdf PDF
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TAXIWAY ALPHA BASELINEA1

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END CONSTRUCTION PHASE I - TW ALPHA STA 163+25.00 BEGIN WORK PACKAGE D

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NAVAL STATION - NORFOLK, VA

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APPROVE BY LCDR KYLE STRAUSBAUGH

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END WORK PACKAGE D STA 189+97.65 BEGIN WORK PACKAGE E

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MIDLANT DC CORE

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NAVAL STATION - NORFOLK, VA

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

AutoCAD SHX Text

DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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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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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

AutoCAD SHX Text 100'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=50'

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HORIZ

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TAXIWAY ALPHA PROFILE PLAN

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KJY

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KAW

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DLB

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AS NOTED

AutoCAD SHX Text 12889919

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DLB

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WATER TOWER

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WATER SURFACE ELEV. 4.01

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LONDON BRIDGE RD

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RD

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OCEANA BLVD

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POTTERS

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AutoCAD SHX Text 1"=5'

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VERT

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1. UTILITY LOCATIONS/DEPTHS SHOWN ARE APPROXIMATE.UTILITY LOCATIONS/DEPTHS SHOWN ARE APPROXIMATE.

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MIDLANT DC CORE

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NAVAL STATION - NORFOLK, VA

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NAVAL AIR STATION OCEANA

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VIRGINIA BEACH, VIRGINIA

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APPROVE BY LCDR KYLE STRAUSBAUGH

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PWD OCEANA FEAD DIRECTOR

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VIA EMAIL

AutoCAD SHX Text 08/23/2023

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CC/SPR

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EJA

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DSN

AutoCAD SHX Text 1749357

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CS206

KEY PLAN

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1" = 50' HORIZONTAL

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PPI ADDENDUM 5

AutoCAD SHX Text 3/11/2024

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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 SYSTEMS COMMAND

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DES

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DRW

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SYM

AutoCAD SHX Text

DESCRIPTION

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DATE

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APPR

AutoCAD SHX Text

DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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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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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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TAXIWAY ALPHA PROFILE PLAN

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KJY

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KAW

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DLB

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AS NOTED

AutoCAD SHX Text 12889920

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DLB

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WATER TOWER

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WATER SURFACE ELEV. 4.01

AutoCAD SHX Text

LONDON BRIDGE RD

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RD

AutoCAD SHX Text

OCEANA BLVD

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POTTERS

AutoCAD SHX Text 100'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text 50'

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HORIZ

AutoCAD SHX Text 10'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=5'

AutoCAD SHX Text 5'

AutoCAD SHX Text

VERT

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1. UTILITY LOCATIONS/DEPTHS SHOWN ARE APPROXIMATE.UTILITY LOCATIONS/DEPTHS SHOWN ARE APPROXIMATE.

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MIDLANT DC CORE

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NAVAL STATION - NORFOLK, VA

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NAVAL AIR STATION OCEANA

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VIRGINIA BEACH, VIRGINIA

AutoCAD SHX Text

APPROVE BY LCDR KYLE STRAUSBAUGH

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PWD OCEANA FEAD DIRECTOR

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VIA EMAIL

AutoCAD SHX Text 08/23/2023

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CC/SPR

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EJA

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DSN

AutoCAD SHX Text 1749357

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TAXIWAY ALPHA

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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AutoCAD SHX Text 18.1

AutoCAD SHX Text 17.8

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AutoCAD SHX Text 17.7

AutoCAD SHX Text 16.9

AutoCAD SHX Text 16.5

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GRASS

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AutoCAD SHX Text 18.45

AutoCAD SHX Text 18.74

AutoCAD SHX Text 18.67

AutoCAD SHX Text 18.89

AutoCAD SHX Text "A A7"

AutoCAD SHX Text "5/7"

AutoCAD SHX Text "A6"

AutoCAD SHX Text "A6"

AutoCAD SHX Text "A6 5R-23L"

AutoCAD SHX Text "A A6"

AutoCAD SHX Text

"FUEL 3"

AutoCAD SHX Text "A6 A"

AutoCAD SHX Text

"SPOT 2"

AutoCAD SHX Text "A A6"

AutoCAD SHX Text E

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PT#=401

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PT#=1012

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PT#=1013

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PT#=1014

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FLUSH WHITE(OLD)

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FLUSH WHITE

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CONC.

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FLUSH WHITE

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FLUSH WHITE(OLD)

AutoCAD SHX Text

HOLD LINES

AutoCAD SHX Text A6 5R-23L

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

VALVE CONNECTED TO 4"METALLIC PIPE

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MW?

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"FUEL 4"

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MW?

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VALVE CONNECTED TO 3"METALLIC PIPE

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LT.

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LT.

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CURBED TROUGH

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VALVE CONNECTED TO 3"METALLIC PIPE

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"FUEL 4"

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CURBED TROUGH

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VALVE CONNECTED TO 3"METALLIC PIPE

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"FUEL 5"

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"FUEL 5"

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LT.

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CONC. PVMT. JOINTS

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HOLD LINES

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CONC. PAD

AutoCAD SHX Text 18.2

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WHITE(N)

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WHITE(N)

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3' WHITE LINE

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3' WHITE LINES

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PAVEMENT JOINT UNDER PAVED RUNWAY

AutoCAD SHX Text 19.35

AutoCAD SHX Text 19.47

AutoCAD SHX Text 19.39

AutoCAD SHX Text 18.58

AutoCAD SHX Text 17.70

AutoCAD SHX Text 19.54

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FH

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FMH RIM=18.31

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FMH RIM=18.27

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PIV

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NO LIGHT, ONLY BASE

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NO LID

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FILL CAP W/ I-BEAM GUARDS

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FUEL LINE PIPING

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METAL PLATE

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FUEL EQUIPMENT AREA

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FILL CAP W/ I-BEAM GUARDS

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METAL PLATE

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FUEL EQUIPMENT AREA

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4" PIPE RAIL 3.6' HIGH

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FUEL EQUIPMENT AREA

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BOR #A-CBOR,P-012

AutoCAD SHX Text

BOR #A-SPBOR,T-013

AutoCAD SHX Text

BOR #A-CBOR,P-013

AutoCAD SHX Text

BOR #A-PLBOR,T-02

AutoCAD SHX Text

BOR #A-SPBOR,T-014

AutoCAD SHX Text E

AutoCAD SHX Text

HOLD LINES

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HOLD LINES

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ELEC. PANEL

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AutoCAD SHX Text E

AutoCAD SHX Text D.I. (E6-45)

AutoCAD SHX Text D.I. (E6-28)

AutoCAD SHX Text D.I. (D6-31)

AutoCAD SHX Text D.I. (D6-32)

AutoCAD SHX Text D.I. (D6-4)

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14.25"CONC-PL

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19.25"CONC-PL

AutoCAD SHX Text

11.25"CONC-PL

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12"CONC

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22"CONC-PL

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(f) CURB CUT INV=17.23 4"METALLIC PIPE

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(g) CURB CUT INV=17.57 3"METALLIC PIPE

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(h) CURB CUT INV=17.54 3"METALLIC PIPE

AutoCAD SHX Text (h)

AutoCAD SHX Text (i)

AutoCAD SHX Text

(i) CURB CUT INV=17.78 3"METALLIC PIPE

AutoCAD SHX Text (j)

AutoCAD SHX Text

(j) CURB CUT INV=17.68 3"METALLIC PIPE

AutoCAD SHX Text

DI RIM=17.35

AutoCAD SHX Text

INV=17.93

AutoCAD SHX Text

DI RIM=18.05

AutoCAD SHX Text

TRENCH DRAIN MEAN RIM=19.65

AutoCAD SHX Text

8"JP5

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14"JP5

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4"JP5

AutoCAD SHX Text

18"JP5

AutoCAD SHX Text

FUEL PIT 4

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FUEL PIT 5

AutoCAD SHX Text

FUEL PIT 6

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

VALVE CONNECTED TO 4"METALLIC PIPE

AutoCAD SHX Text

VALVE CONNECTED TO 3"METALLIC PIPE

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RUNWAY CENTERLINE MARKING (TYP)

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RUNWAY EDGE MARKING (TYP)

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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ASPHALT

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CONC.

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CONC.

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CONC.

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CONC.

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LIMITS OF WORK

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TW ALPHA CONSTRUCTION

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TW A6 CONSTRUCTION

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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PPI ADDENDUM 3

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PPI ADDENDUM 5

AutoCAD SHX Text 3/11/2024

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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 SYSTEMS COMMAND

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DESCRIPTION

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DATE

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DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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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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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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TAXIWAY ALPHA GRADING AND DRAINAGE PLAN

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SPR

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JLT

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DLB

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AS NOTED

AutoCAD SHX Text 12889987

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DLB

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WATER TOWER

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WATER SURFACE ELEV. 4.01

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LONDON BRIDGE RD

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RD

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OCEANA BLVD

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POTTERS

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MIDLANT DC CORE

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NAVAL STATION - NORFOLK, VA

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NAVAL AIR STATION OCEANA

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VIRGINIA BEACH, VIRGINIA

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APPROVE BY LCDR KYLE STRAUSBAUGH

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PWD OCEANA FEAD DIRECTOR

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VIA EMAIL

AutoCAD SHX Text 08/23/2023

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CC/SPR

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EJA

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1. PCC PAVEMENT WITH UNDERDRAINS. PCC PAVEMENT WITH UNDERDRAINS. 2. STANDARD CULVERT AND HEADWALL(S). SEE DETAIL SHEETS STANDARD CULVERT AND HEADWALL(S). SEE DETAIL SHEETS CG503-CG504. 3. 46' GRADED SHOULDER. 46' GRADED SHOULDER. 4. AIRCRAFT RATED CULVERT AND HEADWALL(S). SEE DETAIL SHEETS AIRCRAFT RATED CULVERT AND HEADWALL(S). SEE DETAIL SHEETS CG503-CG504. 5. REGRADE SHOULDER AND INFIELDS. REGRADE SHOULDER AND INFIELDS. 6. REGRADE/REPAIR (AC) SERVICE ROAD. REGRADE/REPAIR (AC) SERVICE ROAD. 7. STORM DROP INLET. SEE PROJECT SPECIFICATIONS FOR STORM DROP INLET. SEE PROJECT SPECIFICATIONS FOR STRUCTURE DESIGN CRITERIA. 8. STORM PIPE. ALL PIPE MUST BE CLASS 5 UNLESS OTHERWISE STORM PIPE. ALL PIPE MUST BE CLASS 5 UNLESS OTHERWISE NOTED. 9. CONNECT EXISTING UNDERDRAIN PIPE TO NEW STRUCTURE WITH CONNECT EXISTING UNDERDRAIN PIPE TO NEW STRUCTURE WITH 6-INCH UNDERDRAIN PIPE. POSITIVE SLOPE IS TO BE MAINTAINED. 10. APPLY PERMANENT SEEDING MIXTURE. APPLY PERMANENT SEEDING MIXTURE. 11. TRAPEZOIDAL DITCH, SEE DETAIL C1, SHEET CG520 TRAPEZOIDAL DITCH, SEE DETAIL C1, SHEET CG520 12. V-DITCH, SEE DETAIL D1, SHEET CG520 V-DITCH, SEE DETAIL D1, SHEET CG520 13. REMOVED IDLE PAVEMENT AREA. REGRADE TO DRAIN. REMOVED IDLE PAVEMENT AREA. REGRADE TO DRAIN. 14. 6-INCH PVC UNDERDRAIN. MINIMUM 0.5% POSITIVE SLOPE TO BE 6-INCH PVC UNDERDRAIN. MINIMUM 0.5% POSITIVE SLOPE TO BE MAINTAINED. 15. VDOT EW-12. SEE SHEET CG505 FOR DETAIL VDOT EW-12. SEE SHEET CG505 FOR DETAIL 16. PHASE SEPERATION GRADING LIMITS. CONTRACTOR TO MATCH PHASE SEPERATION GRADING LIMITS. CONTRACTOR TO MATCH EXISTING AND ENSURE POSITIVE DRAINAGE TO INLET. 17. SINGLE UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS. SINGLE UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS. 18. DUAL UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS.DUAL UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS.

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1. SEE SHEETS CG201-CG219 FOR STORM PROFILES. SEE SHEETS CG201-CG219 FOR STORM PROFILES. 2. SEE SHEETS CG220-CG227 FOR DITCH PROFILES SEE SHEETS CG220-CG227 FOR DITCH PROFILES 3. SEE SHEETS CG501-CG525 FOR STORM DETAILS SEE SHEETS CG501-CG525 FOR STORM DETAILS 4. THE MINIMUM SLOPE OF THE UNDERDRAINS SHALL BE 0.5%. THE MINIMUM SLOPE OF THE UNDERDRAINS SHALL BE 0.5%. THIS SLOPE MAY BE INCREASED TO AVOID CONFLICTS. THE UNDERDRAINS SHALL DISCHARGE INTO THE DOWNSTREAM STRUCTURE WITH A MINIMUM 6-INCH SEPARATION BETWEEN THE INVERT OF THE STRUCTURE AND INVERT OF THE PIPE. 5. A MINIMUM OF 2 FEET OF COVER SHOULD BE MAINTAINED A MINIMUM OF 2 FEET OF COVER SHOULD BE MAINTAINED OVER THE UNDERDRAINS AT ALL TIMES.

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TAXIWAY TRANSITION

N

CG108

KEY PLAN

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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FUEL MH RIM=17.80

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TEST STATION

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JET FUEL VALVE AREA

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AutoCAD SHX Text "4/8"

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"SPOT 3"

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"OPS"

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AutoCAD SHX Text "A A7"

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SSMH RIM=18.67

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SSMH RIM=18.74

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SSMH RIM=16.93

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LT.

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PT#=1010

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PT#=1011

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PT#=1056

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PT#=1066

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WHITE

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ASPHALT SHOULDER

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CONC.

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LT.

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TIE DOWN ANCHOR (TYP.)

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LT.

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(2)AMBER

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CONC. WALL AROUND ABD. UTILITY PAD

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CAPPED VERTICAL 12" STEEL PIPE

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UNK. UTILITY STANDPIPE

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CONC.

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CONC. PVMT.

AutoCAD SHX Text 19.77

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AutoCAD SHX Text 19.42

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AutoCAD SHX Text 17.9

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AutoCAD SHX Text 19.53

AutoCAD SHX Text 19.84

AutoCAD SHX Text 19.73

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BOR #T-SPBOR,T-01

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BOR #A-CBOR,P-014

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BOR #A-SPBOR,T-015

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BOR #T-CBOR,P-01

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BOR #A-CBOR,P-015

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BOR #A-SPBOR,T-016

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2"METALLIC DRAIN INV=17.02

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INV=15.9

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INV=15.7

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(3)PVC PIPES

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DI RIM=17.25

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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10"JP5

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10"JP5

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10"JP5

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EOI

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RUNWAY CENTERLINE MARKING (TYP)

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ASPHALT

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LIMITS OF WORK

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ALPHA SERVICE ROAD 179+10

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PPI ADDENDUM 3

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PPI ADDENDUM 5

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DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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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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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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TAXIWAY ALPHA GRADING AND DRAINAGE PLAN

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SPR

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JLT

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DLB

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AS NOTED

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DLB

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WATER TOWER

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WATER SURFACE ELEV. 4.01

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LONDON BRIDGE RD

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RD

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OCEANA BLVD

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POTTERS

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MIDLANT DC CORE

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NAVAL STATION - NORFOLK, VA

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NAVAL AIR STATION OCEANA

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VIRGINIA BEACH, VIRGINIA

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APPROVE BY LCDR KYLE STRAUSBAUGH

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PWD OCEANA FEAD DIRECTOR

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VIA EMAIL

AutoCAD SHX Text 08/23/2023

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CC/SPR

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EJA

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DSN

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AutoCAD SHX Text

1. PCC PAVEMENT WITH UNDERDRAINS. PCC PAVEMENT WITH UNDERDRAINS. 2. STANDARD CULVERT AND HEADWALL(S). SEE DETAIL SHEETS STANDARD CULVERT AND HEADWALL(S). SEE DETAIL SHEETS CG503-CG504. 3. 46' GRADED SHOULDER. 46' GRADED SHOULDER. 4. AIRCRAFT RATED CULVERT AND HEADWALL(S). SEE DETAIL SHEETS AIRCRAFT RATED CULVERT AND HEADWALL(S). SEE DETAIL SHEETS CG503-CG504. 5. REGRADE SHOULDER AND INFIELDS. REGRADE SHOULDER AND INFIELDS. 6. REGRADE/REPAIR (AC) SERVICE ROAD. REGRADE/REPAIR (AC) SERVICE ROAD. 7. STORM DROP INLET. SEE PROJECT SPECIFICATIONS FOR STORM DROP INLET. SEE PROJECT SPECIFICATIONS FOR STRUCTURE DESIGN CRITERIA. 8. STORM PIPE. ALL PIPE MUST BE CLASS 5 UNLESS OTHERWISE STORM PIPE. ALL PIPE MUST BE CLASS 5 UNLESS OTHERWISE NOTED. 9. CONNECT EXISTING UNDERDRAIN PIPE TO NEW STRUCTURE WITH CONNECT EXISTING UNDERDRAIN PIPE TO NEW STRUCTURE WITH 6-INCH UNDERDRAIN PIPE. POSITIVE SLOPE IS TO BE MAINTAINED. 10. APPLY PERMANENT SEEDING MIXTURE. APPLY PERMANENT SEEDING MIXTURE. 11. TRAPEZOIDAL DITCH, SEE DETAIL C1, SHEET CG520 TRAPEZOIDAL DITCH, SEE DETAIL C1, SHEET CG520 12. V-DITCH, SEE DETAIL D1, SHEET CG520 V-DITCH, SEE DETAIL D1, SHEET CG520 13. REMOVED IDLE PAVEMENT AREA. REGRADE TO DRAIN. REMOVED IDLE PAVEMENT AREA. REGRADE TO DRAIN. 14. 6-INCH PVC UNDERDRAIN. MINIMUM 0.5% POSITIVE SLOPE TO BE 6-INCH PVC UNDERDRAIN. MINIMUM 0.5% POSITIVE SLOPE TO BE MAINTAINED. 15. VDOT EW-12. SEE SHEET CG505 FOR DETAIL VDOT EW-12. SEE SHEET CG505 FOR DETAIL 16. PHASE SEPERATION GRADING LIMITS. CONTRACTOR TO MATCH PHASE SEPERATION GRADING LIMITS. CONTRACTOR TO MATCH EXISTING AND ENSURE POSITIVE DRAINAGE TO INLET. 17. SINGLE UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS. SINGLE UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS. 18. DUAL UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS.DUAL UNDERDRAIN CLEANOUT. SEE SHEET CG519 FOR DETAILS.

AutoCAD SHX Text

1. SEE SHEETS CG201-CG219 FOR STORM PROFILES. SEE SHEETS CG201-CG219 FOR STORM PROFILES. 2. SEE SHEETS CG220-CG227 FOR DITCH PROFILES SEE SHEETS CG220-CG227 FOR DITCH PROFILES 3. SEE SHEETS CG501-CG525 FOR STORM DETAILS SEE SHEETS CG501-CG525 FOR STORM DETAILS 4. THE MINIMUM SLOPE OF THE UNDERDRAINS SHALL BE 0.5%. THE MINIMUM SLOPE OF THE UNDERDRAINS SHALL BE 0.5%. THIS SLOPE MAY BE INCREASED TO AVOID CONFLICTS. THE UNDERDRAINS SHALL DISCHARGE INTO THE DOWNSTREAM STRUCTURE WITH A MINIMUM 6-INCH SEPARATION BETWEEN THE INVERT OF THE STRUCTURE AND INVERT OF THE PIPE. 5. A MINIMUM OF 2 FEET OF COVER SHOULD BE MAINTAINED A MINIMUM OF 2 FEET OF COVER SHOULD BE MAINTAINED OVER THE UNDERDRAINS AT ALL TIMES.

AutoCAD SHX Text

AutoCAD SHX Text

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CG109

KEY PLAN

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MATCHLINE 'A' SHEET CG109A MATCHLINE 'B' SHEET CG109A

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NEW WORK KEYNOTES

GENERAL SHEET NOTES

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MATCH EXISTING

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MATCH EXISTING

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EMH RIM=16.94

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EMH RIM=16.93

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EMH RIM=18.60

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EMH RIM=16.64

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EMH RIM=16.33

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EMH RIM=16.46

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EMH RIM=18.31

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EMH RIM=18.61

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GRASS

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