Attachment 2 - MAHG211131A Division Street Sidewalks DWG 14 Jul 22.pdf

PDF 5 MB Posted Aug 15, 2022

Attached to: Construct Division Street Sidewalks Federal contract opportunity
Solicitation number: FA301022R0040
Issued by: Department of the Air Force Air Education and Training Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation package outlines requirements for a federal construction contract to build sidewalks, a monument wall, and repair a catch basin at Keesler Air Force Base in Mississippi. Work will be conducted as a HUBZone small business set-aside using performance price tradeoff procedures, with the NAICS code 237310 and size standard of $39.5 million. The product service code is Y1LB and magnitude is estimated between $500,000 to $1 million. The solicitation and drawings will be posted on SAM.gov on or around August 15th, 2022 with a closing date of September 14th, 2022. The contract performance period will be 120 days after award. All contractors must register in SAM prior to award. Interested parties should check SAM.gov for amendments and changes to the statement of work. Questions can be directed to the specified contracting personnel.

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Other files for this federal contract opportunity

Other files attached to Construct Division Street Sidewalks, newest first.
File	Type	Posted
25 August 2022 Site Visit Sign In.pdf	PDF	Aug 25, 2022
Attachment 8 - UFC 3-120-01 Design_ Sign Standard 12 Dec 17.pdf	PDF	Aug 15, 2022
Attachment 10 - Past Performance Reference List (PPRL).docx	DOCX document	Aug 15, 2022
Attachment 7 - MAHG211131C Division Street Basin MSS.xls	XLS spreadsheet	Aug 15, 2022
Attachment 11 - Past Performance Questionnaire.pdf	PDF	Aug 15, 2022
FA301022R0040.pdf	PDF	Aug 15, 2022
Attachment 1 - MAHG211131A-C Division Street Sidewalks SOW 26 Jul 22.pdf	PDF	Aug 15, 2022
Attachment 4 - MAHG211131B Division Street Monument Sign DWG 14 Jul 22.pdf	PDF	Aug 15, 2022
Attachment 6 - MAHG211131C Division Street Basin DWG 14 Jul 22.pdf	PDF	Aug 15, 2022
Attachment 9 - WD MS20220133 25 Feb 22.pdf	PDF	Aug 15, 2022
Attachment 12 - Notice of Compliance.pdf	PDF	Aug 15, 2022
Attachment 14 - SF 1444.pdf	PDF	Aug 15, 2022
Attachment 3 - MAHG211131A Division Street Sidewalks MSS.pdf	PDF	Aug 15, 2022
Attachment 5 - MAHG211131B Division Street Monument Sign MSS.xls	XLS spreadsheet	Aug 15, 2022
Attachment 13 - Submittal Procedures.pdf	PDF	Aug 15, 2022

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SET NO. BMA No. 3772

SIDEWALK IMPROVEMENTS

BILOXI, MISSISSIPPI

PREPARED FOR

FOR

CONSTRUCTION PLANS

JULY, 2022

T-

O V

SHEET INDEX

LOCATION MAP

DIVISION STREET-KAFB

C -0

DESCRIPTION SHEET NO.

TITLE / LOCATION MAP / SHEET INDEX

SHEET LAYOUT PLAN

EXIST. CONDITIONS/DEMOLITION & SITE LAYOUT/GRADING PLAN

EROSION CONTROL PLAN

CONSTRUCTION DETAILS

C-001

C-101

C-121

C-122

C-123

C-124

C-141

C-501

C-502

C-503

C-504

BROWN, MITCHELL

& ALEXANDER, INC.

CONSULTING ENGINEERSPascagoula, MS 39567

(228)864-7612

3221 Market Street

131 Rue Magnolia Biloxi, MS 39530 (228)436-7612

401 Cowan Road, Suite A, Gulfport, MS 39507 (228)864-7612

I-1

KEESLER

AIR FORCE

BASE

HIGHWAY 90

DIVISION ST.

T A

C H

BACK BAY OF BILOXI

CSX RAILROAD

PROJECT

LOCATION

MISSISSIPPI SOUND

KEESLER A.F.B.

BILOXI, MS 39534

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C H

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C STREET

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1" = 80'

C-121

C -1

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C-12

4PROPOSED 6' WIDE SIDEWALK

BEARINGS, DISTANCES, AND COORDINATE VALUES ARE

BASED ON THE MISSISSIPPI STATE PLANE GRID

COORDINATE SYSTEM, NAD '83, EAST ZONE (2301), U.S.

SURVEY FEET, AND WERE DERIVED USING A TOPCON

HIPER VR SERIES GPS RECEIVER UTILIZING THE REAL

TIME NETWORK ADMINISTERED BY EARL DUDLEY, INC.

ELEVATIONS ARE NAVD '88, (EPOCH 2009.55), GEOID 18.

BM1

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UNITED STATES OF AMERICA

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KEESLER AIR FORCE BASE

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UNITED STATES OF AMERICA

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SIGN

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EXIST. SIDEWALK

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AutoCAD SHX Text THE PROFESSIONAL ENGINEERING SERVICES PROVIDED BY BROWN, MITCHELL & ALEXANDER, INC.,(BMA) ARE RELATIVE TO THESE FINAL DRAWINGS AS SHOWN. ANY MODIFICATIONS TO THE DRAWINGS & ASSOCIATED SPECIFICATIONS AS PREPARED BY BMA WITHOUT THE WRITTEN CONSENT OF BMA, SHALL RELIEVE BMA OF ANY & ALL LIABILITY AS A RESULT OF ANY SUCH MODIFICATIONS.

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AutoCAD SHX Text COORDINATES & ELEVATIONS ARE BASED ON THE MISSISSIPPI STATE PLANE GRID, EAST ZONE (2301), NAD '83 U.S. FEET, GEOID 2012B

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SITE CONTROL / BENCH MARK TABLE

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BM1 X MARK IN CONCRETE N= 329,024.61 E= 960,287.46 ELEV= 13.21'

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BM2 IRON ROD SET N= 328,680.12 E= 960,803.96 ELEV= 11.87'

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BM3 MAG NAIL SET IN PAVEMENT N= 328,331.19 E= 960,518.05 ELEV= 15.27'

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BM4 IRON ROD SET N= 328,680.07 E= 961,855.48 ELEV= 9.62'

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BM5 IRON ROD SET N= 328,146.36 E= 961,802.66 ELEV= 14.08'

BM6 IRON ROD SET N= 328,119.55 E= 961,111.67 ELEV= 16.88'

BM1

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1" = 30'

EXISTING CONDITIONS/DEMOLITION PLAN

SITE LAYOUT/GRADING PLAN

MATCHLINE (SEE SHEET C-122)

REMOVE EXIST. CURB AS REQUIRED

TO ALLOW NEW SIDEWALK

REMOVE EXIST. CURB AS REQUIRED

TO ALLOW NEW SIDEWALK

RELOCATE STOP SIGN

RELOCATE

STOP SIGN

TREE PROTECTION

REQUIRED

NOTES:

1. UNLESS SPECIFICALLY NOTED, PLANTED ROW OF CREPE MYRTLES

ARE TO REMAIN. CONTRACTOR MAY MAKE MINOR ADJUSTMENTS IN

SIDEWALK LAYOUT TO AVOID CREPE MYRTLES.

2. CONTRACTOR SHALL CONSTRUCT A 16' LONG MOCK SECTION OF SIDEWALK

FOR REVIEW AND APPROVAL BY K.A.F.B. PERSONNEL PRIOR TO FULL PRODUCTION

OF SIDEWALK. THE SECTION SHALL INCLUDE EXAMPLES OF FINISHED WORK,

JOINTING, AND GRADING AROUND SIDEWALK TO ENSURE PROPER FINISHED

TECHNIQUES ARE ACCEPTABLE TO K.A.F.B.

3. SIDEWALK OFFSET DIMENSIONS ARE MEASURED FROM BACK OF EXISTING CURB,

UNLESS OTHERWISE NOTED.

4. CONTRACTOR SHALL VERIFY LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION

TO AVOID CONFLICTS OR INTERRUPTIONS TO SERVICE.

RELOCATE CREPE MYRTLE ROW

3.00'

6.00' 6.

8.00'

FENCE TO BE REMOVED

BY OTHERS

FENCE TO BE REMOVED

BY OTHERS

ADA RAMP REQUIRED

CROSSWALK

REQUIRED

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REQUIRED

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AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text B

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AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text 14208

AutoCAD SHX Text 7/14/22

AutoCAD SHX Text N O R T H

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text N O R T H

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

CONC. BARRIER WALL

AutoCAD SHX Text

ELEC. BOX

AutoCAD SHX Text

SUPPORT BEAM

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EXIST. 18" CURB

AutoCAD SHX Text

VISITOR CENTER

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PARKING AREA

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VISITOR CENTER

AutoCAD SHX Text

PARKING AREA

EXIST. 18" CURB

34+00

35+00

36+00

38+00

39+00

40+00

41+00

42+00

42+48

TIE-IN TO EXISTING SIDEWALK

N= 328662.45 E= 962043.09

TIE-IN TO EXISTING SIDEWALK

N= 328324.57 E= 961531.92

TIE-IN TO EXISTING SIDEWALK

N= 328318.57 E= 961537.92

N= 328651.13 E= 961946.08

N= 328676.13 E= 961918.39

34+00

35+00

36+00

38+00

39+00

40+00

41+00

42+00

42+48

15.79

14.96

12.98

12.18

12.98

13.70

13.35

13.00 12.10

10.50

9.75

9.60

10.20

11.30

9.75 9.60

BVN

BJS

07/14/2022

DWG\3772 - SWLK

CAD

ENG

DATE

SCALE

BMA#

FILE

N S

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w w w .b m a e n g in e e rs .c o m

SHEET

REV BY

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W N

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ITC

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C O

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DATE

P a sc a g o u la

-7

M a rk e t

S tr e e t

R g n o lia B ilo xi

(2 )4

-7

C o w a d

G u lfp o rt

(2 )8

-7

C-124 1" = 30'

EXISTING CONDITIONS/DEMOLITION PLAN

SITE LAYOUT/GRADING PLAN

N S

C H

E (S

T C

-1

N E

S H

C -1

±8 LF. OF EXIST. SECURITY FENCE

TO BE REMOVED

(SEE SHEET C-501)

ADA RAMP REQUIRED

CROSSWALK

REQUIRED

CROSSWALK

REQUIRED

ADA RAMP REQUIRED

NEW FENCE REQUIRED

ALONG CONC. CHANNEL

AND HEADWALL

(SEE SHEET C-501)

6.00'

R50.00'

R2 5.

REMOVE EXIST. CURB AS REQUIRED

TO ALLOW NEW SIDEWALK

REMOVE EXIST. CURB AS REQUIRED

TO ALLOW NEW SIDEWALK

SEE DETAIL 'C'

DETAIL 'C'

1" = 10'

NEW END BOLLARD

POST REQ'D ±2.06'

8 LF. OF EXIST. CHAIN LINK FENCE

TO BE REMOVED TO ALLOW

NEW SIDEWALK

NEW 4' LOCKABLE

GATE REQ'D

PROVIDE 12' GATE FOR ACCESS

TO CHANNEL

NEW 4' PARTIAL FENCE

SECTION REQ'D

AutoCAD SHX Text G

AutoCAD SHX Text

XFMR

AutoCAD SHX Text

24" SYC.

AutoCAD SHX Text

16" HICK.

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AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text

XFMR

AutoCAD SHX Text

24" SYC.

AutoCAD SHX Text

16" HICK.

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text 1"=60'

AutoCAD SHX Text 1"=100'

AutoCAD SHX Text

ENGINEER

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AutoCAD SHX Text 14208

AutoCAD SHX Text 7/14/22

AutoCAD SHX Text N O R T H

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text N O R T H

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SCALE:

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

PARKING AREA

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PARKING AREA

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ASPHALT DRIVE

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ASPHALT DRIVE

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EXIST. FENCE

EXIST. FENCE POSTS (TYP.)

C H

O U

R D

C H

O U

R D

5T H

B STREET

C STREET

5T H

BVN

BJS

07/14/2022

DWG\3772 - SWLK

CAD

ENG

DATE

SCALE

BMA#

FILE

N S

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w w w .b m a e n g in e e rs .c o m

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ITC

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(2 )4

-7

C o w a d

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(2 )8

-7

C-141 1" = 60'

N C

O N

A N

MATCHLINE 'A' (THIS SHEET)

SILT FENCE REQ'D

(TYP.)

SILT FENCE REQ'D

(TYP.)

INLET PROTECTION REQ'D

(TYP.)

AutoCAD SHX Text

UNITED STATES OF AMERICA

AutoCAD SHX Text

KEESLER AIR FORCE BASE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

EXIST. SIDEWALK

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XFMR

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XFMR

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

XFMR

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AutoCAD SHX Text D

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SIDEWALK

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GEN. PAD

AutoCAD SHX Text E

AutoCAD SHX Text

GEN. PAD

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GEN. PAD

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text 1"=60'

AutoCAD SHX Text 1"=100'

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text L

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AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text 14208

AutoCAD SHX Text 7/14/22

AutoCAD SHX Text N O R T H

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 60'

AutoCAD SHX Text N O R T H

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 60'

AutoCAD SHX Text

EROSION CONTROL LEGEND

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

STRAW WATTLE

INLET PROTECTION

BVN

BJS

07/14/2022

DWG\3772 - SWLK

CAD

ENG

DATE

SCALE

BMA#

FILE

N S

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, M

w w w .b m a e n g in e e rs .c o m

SHEET

REV BY

SEAL

W N

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ITC

, I N

C O

G E

N G

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DATE

P a sc a g o u la

-7

M a rk e t

S tr e e t

R g n o lia B ilo xi

(2 )4

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C o w a d

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(2 )8

-7

C-501

AS SHOWN

C O

TIO

2' M

TAPER CURB TO BE FLUSH

AT TOP OF RAMP

4' MIN.

VARIES

INTEGRAL CURB

PLAN - ADA RAMP

ADA RAMP DETAIL

WITH TRUNCATED DOMES

NOTE:

1. SURFACE APPLIED DETECTABLE WARNING SURFACE PANELS

MUST BE COMPLIANT WITH ADAAG, PROWAG GUIDELINES AND

INSTALLED IN ACCORDANCE WITH MANUFACTURER'S

REQUIREMENTS.

2. ADA RAMPS AND TRUNCATED DOMES SHALL MEET THE LATEST

APPLICABLE ADA GUIDELINES AS SPECIFIED BY THE CITY.

2' MIN.

SECTION "A-A"

TOP GRADE BREAK

BOTTOM GRADE BREAK

1 MAX

4" CONCRETE BASE AND 4"

TYPE A BORROW MATERIAL

PAVEMENT

SIDEWALK BEYOND

FOR IN-LINE RAMP

2' WIDTH OF DETECTABLE/ TACTILE

WARNING SURFACE, FULL WIDTH

OF RAMP

2' WIDTH OF DETECTABLE/ TACTILE

WARNING SURFACE, FULL WIDTH

OF RAMP

1:12 MAX1:20 MAX

10' O.C.

AutoCAD SHX Text

SCALE: 1" = 5'

AutoCAD SHX Text

6' MIN.

AutoCAD SHX Text

CROSSWALK MARKING DETAIL

AutoCAD SHX Text

THERMOPLASTIC LEGEND WHITE

AutoCAD SHX Text

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text 1"=60'

AutoCAD SHX Text 1"=100'

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

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AutoCAD SHX Text D

AutoCAD SHX Text 14208

AutoCAD SHX Text 7/14/22

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

SELECT BACKFILL BASE

AutoCAD SHX Text %%uSIDEWALK DETAIL

AutoCAD SHX Text

%%USIDEWALK PLAN

AutoCAD SHX Text

SLOPE @ 1/8"/FT.

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE: 1" = 1'

AutoCAD SHX Text

SCALE: 1" = 1'

AutoCAD SHX Text

SCALE: 1" = 2'

AutoCAD SHX Text SCORE JOINTS SPACED TO MATCH WIDTH OF SIDEWALK WITH 1/2" EXPANSION JOINTS @ 4 x SIDEWALK WIDTH WITH PREMOLDED FILLER (TYP.)

AutoCAD SHX Text

COMPACTED SUBGRADE (90% STANDARD PROCTOR)

AutoCAD SHX Text

MDOT CLASS "B" CONCRETE

AutoCAD SHX Text

%%UTYPICAL SECTION

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

EXIST. CURB

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

NEW SIDEWALK

AutoCAD SHX Text

1.5% (MAX.)

AutoCAD SHX Text

GRADE SLOPE AT 5:1 (MAX.)

AutoCAD SHX Text

AutoCAD SHX Text 6.00'

AutoCAD SHX Text NOTES: 1. ALL CONCRETE SHALL BE MIN. 3000 PSI 2. CONCRETE SHALL INCLUDED BLENDED STEEL (ASTM A820) AND MICRO FIBERS (ASTM D7508) THAT CONFORMS TO ASTM C1116. 3. SIDEWALK SHALL BE TEXTURED WITH A FINE-BROOMED FINISH

AutoCAD SHX Text

BORROW MATERIAL REQUIRED

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SILT FENCE DETAIL

AutoCAD SHX Text

CONSTRUCTION AREA

AutoCAD SHX Text

(MAX.)

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FILTERCLOTH TRENCH (BACKFILL TRENCH WITH EARTH AFTER PLACING FILTER CLOTH)

AutoCAD SHX Text

48" MIN. METAL "T" POST DRIVEN INTO GROUND A MIN. OF 2'-0"

AutoCAD SHX Text

WOVEN WIRE FENCE (MIN. 14 GAGE); 6" MAX. MESH SPACING

AutoCAD SHX Text FILTER CLOTH (MIRAFI, POLYFILTER x OR APPROVED EQUAL.)

AutoCAD SHX Text

%%UCONSTRUCTION SPECIFICATIONS

AutoCAD SHX Text

HEIGHT OF FILTER CLOTH

AutoCAD SHX Text INSTALLATION: 1. USE STEEL "T" POSTS THAT ARE 5 FEET IN LENGTH. USE STEEL "T" POSTS THAT ARE 5 FEET IN LENGTH. 2. INSTALL POSTS STARTING AT THE CENTER OF THE LOWEST POINT OF THE FENCE LINE. DRIVE POSTS 24 INSTALL POSTS STARTING AT THE CENTER OF THE LOWEST POINT OF THE FENCE LINE. DRIVE POSTS 24 INCHES (MIN.) INTO THE GROUND. 3. INSTALL POSTS ON 10-FOOT CENTERS IF METAL MESH FENCING IS TO BE USED AS ADDITIONAL SUPPORT. INSTALL POSTS ON 10-FOOT CENTERS IF METAL MESH FENCING IS TO BE USED AS ADDITIONAL SUPPORT. 4. EXCAVATE A TRENCH 4 INCHES DEEP BY 4 INCHES WIDE ON THE UPHILL SIDE OF THE FENCE POSTS. EXCAVATE A TRENCH 4 INCHES DEEP BY 4 INCHES WIDE ON THE UPHILL SIDE OF THE FENCE POSTS. 5. STAPLE OR TIE SILT FENCE FABRIC TO POSTS ON UPHILL SIDE, LEAVING 8 INCHES ON THE BOTTOM TO STAPLE OR TIE SILT FENCE FABRIC TO POSTS ON UPHILL SIDE, LEAVING 8 INCHES ON THE BOTTOM TO EXTEND DOWN AND ACROSS THE BOTTOM OF THE TRENCH. 6. BACKFILL TRENCH AND TAMP DOWN OVER FABRIC. 7. ALLOW 6-INCH OVERLAP AT JOINTS. 8. MULCH BARE GROUND UPHILL OF SILT FENCE OR PROVIDE OTHER EROSION CONTROL MEASURES.

AutoCAD SHX Text MAINTENANCE: 1. REMOVE ACCUMULATED SEDIMENT ALONG THE FENCE WHEN IT HAS REACHED A THIRD TO A HALF OF REMOVE ACCUMULATED SEDIMENT ALONG THE FENCE WHEN IT HAS REACHED A THIRD TO A HALF OF THE FENCE HEIGHT. DO NOT PLACE SEDIMENT ON THE DOWNHILL SIDE. 2. INSPECT WEEKLY AND AFTER EACH SIGNIFICANT STORM EVENT (GREATER THAN 1/2 INCH OF RAIN). INSPECT WEEKLY AND AFTER EACH SIGNIFICANT STORM EVENT (GREATER THAN 1/2 INCH OF RAIN). 3. REMOVE FENCE WHEN AREA ABOVE THE FENCE HAS BEEN STABILIZED. REMOVE FENCE WHEN AREA ABOVE THE FENCE HAS BEEN STABILIZED. 4. IF FABRIC IS TORN, THEN REPLACE WITH A NEW PIECE THAT STRETCHES TO POST ON EITHER SIDE OF IF FABRIC IS TORN, THEN REPLACE WITH A NEW PIECE THAT STRETCHES TO POST ON EITHER SIDE OF THE TEAR.

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 4'

AutoCAD SHX Text %%u STRAW WATTLE INLET PROTECTION

AutoCAD SHX Text

OVERLAP (MIN.)

AutoCAD SHX Text

RUNOFF WATER

AutoCAD SHX Text

WITH SEDIMENT

AutoCAD SHX Text 2'

AutoCAD SHX Text

FILTERED

AutoCAD SHX Text

WATER

AutoCAD SHX Text

INLET

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DRAIN

AutoCAD SHX Text

48" MIN. METAL OR WOOD

AutoCAD SHX Text

GROUND A MIN. OF 2'

AutoCAD SHX Text

POST DRIVEN INTO THE

AutoCAD SHX Text

(MAX. 4' SPACING)

12" DIA. (MIN.)

07/14/2022

DWG\3772 - SWLK

CAD

ENG

DATE

SCALE

BMA#

FILE

N S

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w w w .b m a e n g in e e rs .c o m

SHEET

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W N

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ITC

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DATE

P a sc a g o u la

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M a rk e t

S tr e e t

R g n o lia B ilo xi

(2 )4

-7

C o w a d

G u lfp o rt

(2 )8

-7

C-502

AS SHOWN

C O

TIO

AutoCAD SHX Text

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text 1"=60'

AutoCAD SHX Text 1"=100'

AutoCAD SHX Text

ENGINEER

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AutoCAD SHX Text D

AutoCAD SHX Text 14208

AutoCAD SHX Text 7/14/22

AutoCAD SHX Text

REMOVE SUFFICIENT CONC. FOOTING AND MOW STRIP TO ACCEPT NEW SIDEWALK

AutoCAD SHX Text

DEMO FOOTING AND PREP FENCE FOR NEW END BOLLARD

AutoCAD SHX Text

CUT STEEL CABLES @ POST

AutoCAD SHX Text

EXISTING FENCE ELEVATION AT C.V.I. AREA N.T.S.

AutoCAD SHX Text

NEW END BOLLARD TO BE INSTALLED

AutoCAD SHX Text

PROPOSED FENCE ELEVATION N.T.S.

AutoCAD SHX Text

PROPOSED BOLLARD DETAIL N.T.S.

AutoCAD SHX Text

PROPOSED BOLLARD DETAIL N.T.S.

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

#4 SIRRUPS @ 6" O.C.

AutoCAD SHX Text

12 #8'S EQUALLY SPACED

AutoCAD SHX Text

4,000 PSI CONCRETE

AutoCAD SHX Text

FILL WITH 4,000 PSI CONCRETE (AFTER CABLES AND FASTENERS ARE INSTALLED)

AutoCAD SHX Text 12"

AutoCAD SHX Text NOTES: 1. NEW FENCE SHALL BE IMPASSE II AS MANUFACTURED BY AMERISTAR TO MATCH EXISTING SYSTEM. 2. NEW SECTION SHALL INCLUDE AN 8' GATE WITH LOCKING CAPABILITY. 3. CONTRACTOR TO CUT EXISTING CABLE TO PROVIDE CABLE LENGTH PER DETAIL.

AutoCAD SHX Text

REINSTALL REMAINING CABLE IN NEW FOUNDATION PER MANUFACTURER'S REQUIREMENTS

AutoCAD SHX Text

NEW FENCE POST

AutoCAD SHX Text

EXIST. CONCRETE WALL

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

PROPOSED FENCE ON EXIST. CONC. WALL N.T.S.

AutoCAD SHX Text

END POST TO REMAIN

AutoCAD SHX Text NOTES: 1. NEW FENCE SHALL BE IMPASSE II AS MANUFACTURED BY AMERISTAR TO MATCH EXISTING SYSTEM. 2. NEW SECTION SHALL INCLUDE A 12' GATE WITH LOCKING CAPABILITY.

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

NEW 4' GATE

AutoCAD SHX Text

EXIST. POST

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. POST

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

NEW END BOLLARD

AutoCAD SHX Text

PARTIAL FENCE PANEL AND CABLE SECTION

AutoCAD SHX Text

PROPOSED 8' GATE ELEVATION N.T.S.

AutoCAD SHX Text

PROPOSED 4' GATE PLAN N.T.S.

AutoCAD SHX Text

EXIST. POST

AutoCAD SHX Text

EXIST. POST

AutoCAD SHX Text

NEW 8' GATE

AutoCAD SHX Text

PROVIDE MOUNTING PLATE FOR FENCE ALONG CONCRETE WALL

NEW 4' PARTIAL FENCE SECTION

07/14/2022

DWG\3772 - SWLK

CAD

ENG

DATE

SCALE

BMA#

FILE

N S

- K

, M

w w w .b m a e n g in e e rs .c o m

SHEET

REV BY

SEAL

W N

, M

ITC

, I N

C O

G E

N G

R S

DATE

P a sc a g o u la

-7

M a rk e t

S tr e e t

R g n o lia B ilo xi

(2 )4

-7

C o w a d

G u lfp o rt

(2 )8

-7

C-503

AS SHOWN

C O

TIO

CONCRETE

MATERIAL SPECIFICATIONS

REINFORCED STEEL: fy = 60,000 PSI (MIN) CONCRETE: f'c = 4,000 PSI (MIN)

48"

(7 PAIR) Ø5

8" CROSSTIES @

BOTH SIDES OF BOLLARD

CONCRETE FILL

(SEE NOTE 4)

EARTH TYP.

(10) Ø1" REBAR

(4) Ø1-1/4" REBAR

ATTACK SIDE VIEW

46"

GROUT WASH, FORMED W/STEEL TEMPLATE

(SEE GROUT TEMPLATE DETAIL C)

SOILS (SEE NOTE 3)

Ø5

8" STIRRUPS @ 8" SPACING,

CLOSED AT BOTTOM W/ 45°

HOOKS ON ATTACK SIDE

(SEE STIRRUP DETAIL E)

(4) Ø1-1/4"

(TOP 2 LAYERS)

(10) Ø1"

(REMAINING LAYERS)

Ø5

8" CROSSTIES W/ 90°

HOOK AT ATTACK SIDE

(SEE CROSSTIE DETAILS D, G, AND H)

FOOTING - TAMPED,

UNDISTURBED SOIL

SECTION A-A

ATTACK SIDE PROTECTED SIDE

46"

Ø103

TYP.

4" (SEE NOTE 6) TYP.

3" (SEE NOTE 6)

TYP.

3" (SEE NOTE 6) TYP.

4-HIGH COLUMN OF CROSSTIES

(SEE NOTE 7 AND DETAIL G)

3-HIGH COLUMN OF CROSSTIES

(SEE NOTE 7 AND DETAIL H)

STIRRUP (SEE NOTE 5, NOTE 7, AND DETAIL F)

ATTACK SIDE PROTECTED SIDE

DETAIL F

(TYPICAL STIRRUP ORIENTATION)

DETAIL G

(TYPICAL 4-HIGH

COLUMN OF CROSSTIES)

DETAIL H

(TYPICAL 3-HIGH

COLUMN OF CROSSTIES)

2" CLEAR

16" CLEAR

3" CLEAR

(311 2")

NOTES:

1. REINFORCING STEEL - ASTM A-615M fy = 420 MPa (MIN) (60,000 PSI)

EQUIVALENT INTERNATIONAL REINFORCING BARS ARE SHOWN IN

PARENTHESIS. THE SUBSTITUTION OF NON ASTM BAR SIZES MUST BE

APPROVED BY CONTRACTING OFFICER.

2. CONCRETE - Fc = 25 MPa @ 28 DAY (MIN) (4,000 PSI) IN ACCORDANCE WITH

ASTM C31, C39, & C470.

3. SOILS - ALL BACKFILL SHALL MEET MW. REQUIREMENTS OF AASHTO 'A2'

CLASSIFICATION AND BE COMPACTED TO 95% STD PROCTOR.

4. STAGGERED, CLASS-A TENSION SPLICES SHALL BE ALLOWED FOR SPLICING

OF HORIZONTAL BARS.

5. CROSSTIE: THE #5 CROSSTIE HAS A 90° AND 180° HOOK AT EACH END. (SEE

DETAIL D). THE 90° HOOK SHOULD BE PLACED AT THE ATTACK SIDE OF THE

FOOTING. PROVIDE 7-PAIR CROSSTIES COMBINING WITH THE FIRST ROW OF

THE STIRRUP AT EACH SIDE OF THE BOLLARD. (SEE ATTACK SIDE VIEW)

6. LOCATIONS OF 4-HIGH COLUMNS OF CROSSTIES.

7. EACH 4-HIGH COLUMN OF CROSSTIES HAS AN OFFSET 3-HIGH COLUMN OF

CROSSTIES ADJACENT TO IT. A STIRRUP IS PLACED BETWEEN THESE (2)

COMBINED DUAL COLUMS OF CROSSTIES.

8. SEE REBAR CHART

SOIL REQUIREMENTS:

TECH SOIL SHOULD BE LOW-COHESIVE, WELL GRADED CRUSHED OR

BROKEN GRAVEL OF A PARTICLE SIZE DISTRIBUTION COMPARABLE TO

TABLE 1. SOIL DEPTH SHOULD BE AT LEAST THE FOUNDATION DEPTH AND

1.5 TIMES THE EMBEDMENT DEPTH BEHIND THE INSTALLATION OR 0.6

METERS, WHICHEVER IS GREATER UP TO A MAXIMUM OF 2 METERS. SOIL

SHOULD BE COMPACTED TO A DENSITY OF NOT LESS THAN 90 PERCENT

MAXIMUM DRY DENSITY.

REBAR CHART

A615 M-96a & A706M-96a METRIC

SIZES

NOMINAL

DIAMETER

A615 M-96a & A706M-96a

INCH-POUND

BAR SIZES

#16 #25 #32

Ø16mm / Ø5 8"

Ø25mm / Ø1" Ø32mm / Ø1-14"

#5 #8

#10

TABLE: RECOMMENDED SOIL FOUNDATION MATERIAL

MASS PERCENT PASSINGSIEVE SIZE

10050.0 mm (2 in.)

75-9525.0 mm (1 in.)

40-759.5 mm (3/8 in.)

30-604.75 mm (No. 4)

20-452.00 mm (No. 10)

15-300.425 mm (No. 40)

5-200.075 mm (No. 200)

NOTE: STEEL PLATE WITHIN STEEL

PIPE MUST BE PARALLEL TO

VEHICLE TRAVEL DIRECTION

14"

118"

118" 1078"

180° HOOK90° HOOK

SECTION B-B

GROUT TEMPLATE DETAIL C

CROSSTIE DETAIL D

112"

STIRRUP DETAIL E

4234"

1612"

Ø58"

45°

ATTACK SIDE

LIFT HOLE DETAIL

1612"

(334")10" Ø58"

24" 24"

DN250 X 83.66"

SCH 80 STEEL PIPE

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07/14/2022

DWG\3772 - SWLK

CAD

ENG

DATE

SCALE

BMA#

FILE

N S

- K

, M

w w w .b m a e n g in e e rs .c o m

SHEET

REV BY

SEAL

W N

, M

ITC

, I N

C O

G E

N G

R S

DATE

P a sc a g o u la

-7

M a rk e t

S tr e e t

R g n o lia B ilo xi

(2 )4

-7

C o w a d

G u lfp o rt

(2 )8

-7

C-504

AS SHOWN

C O

TIO

# DESCRIPTION

1 2" SQ X 12GA RAIL

2 2 3/4" X 14GA PALE

3 2" SQ X 12GA GATE END

4 3" SQ POST

5 GG25 GUSSET

MCH180R-DDX200, DLB100

TOP VIEW

SIDE VIEW

ELEVATION VIEW

4X POST WIDTH

[36"]

RECOMMENDED

DEPTH MAY VARY

BY LOCATION

6.00" 3.25"

27.00"

15.00"

84.00"

97.50"

68.75" .50"-1.63"

H.C. TYP.

3.50" L.C.

9.00"

# DESCRIPTION

2" SQ x 12ga. GATE END

2" SQ x 12ga. GATE RAIL

4" WIDE PALE

DDX200, MHH180

GG25 GUSSET

3" SQ POST

44.75"

0.63" - 2.50"

[5/8" - 2 1/2"] HC

15.00" 27.00"

84.00"

97.50"

36.00"

RECOMMENDED

may vary depending on location

4x POST

WIDTH

3.25"

TYP.

6.00" O.C.

9.00"

3.50" [31

2"] LC

12' IMPASSE II GATE SECTION

N.T.S.

8' IMPASSE II GATE SECTION

N.T.S.

SIDE VIEW

ELEVATION VIEW

TOP VIEW

NOTE:

1. CONTRACTOR SHALL FIELD MEASURE ALL

LOCATION AND ENSURE FENCE/GATE SYSTEMS CAN

CONNECT TO EXISTING FENCE WITHOUT REMOVAL

OF FENCE NOT PROPOSED FOR DEMOLITION.

2. FENCE SHALL BE IMPASSE II AS MANUFACTURED

BY AMERISTAR TO MATCH EXISTING SYSTEM.

3. ALL INSTALLATION SHALL BE PER

MANUFACTURER'S REQUIREMENTS.

4. ALL GATES SHALL INCLUDE DROP RODS WITH PIPE

SLEEVES.

# DESCRIPTION

2" SQ x 12ga. GATE END

2" SQ x 12ga. GATE RAIL

4" WIDE PALE

GG25 GUSSET

4" SQ POST5

HU517, SLB100

TOP VIEW

44.75" 2.00"

[2" ] HC

15.00" 27.00"

84.00"

97.50"

36.00"

RECOMMENDED

may vary depending on location 4x POST

WIDTH

3.25"

TYP.

6.00" O.C.

SIDE VIEW

ELEVATION VIEW

9.00"1.00" L.C.

4' IMPASSE II GATE SECTION

N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text 1"=50'

AutoCAD SHX Text 1"=60'

AutoCAD SHX Text 1"=100'

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AutoCAD SHX Text 14208

3772 - SWLK-C-001

Sheets and Views

C-001

3772 - SWLK-C-101

Sheets and Views

C-101

3772 - SWLK-C-121

Sheets and Views

C-121

3772 - SWLK-C-122

Sheets and Views

C-122

3772 - SWLK-C-123

Sheets and Views

C-123

3772 - SWLK-C-124

Sheets and Views

C-124

3772 - SWLK-C-141

Sheets and Views

C-141

3772 - SWLK-C-501

Sheets and Views

C-501

3772 - SWLK-C-502

Sheets and Views

C-502

3772 - SWLK-C-503

Sheets and Views

C-503

3772 - SWLK-C-504

Sheets and Views

C-504

File details come from the government source that posted it. Updated Aug 15, 2022.