Conformance Drawings - Dannelly Entry Control Point - Phase I.pdf

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

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T1.0

TITLE SHEET

AND INDEX

TO

DRAWINGS

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12171.00

AUGUST 2019

DCD

INDEX TO DRAWINGS

Sheet No. Sheet Name

A0.9 OMITTED

A0.10 FENCE DETAILS

A0.11 FENCE DETAILS

A0.12 FENCE DETAILS

A0.13 FENCE DETAILS

04 Electrical

E1.0 SITE PLAN LIGHTING

E1.1 SITE PLAN LIGHTING CALCULATIONS

E1.2 LUMINAIRE SCHEDULE

E2.0 SECURITY GATES ELECTRICAL

E2.1 SECURITY GATES ELECTRICAL

E3.0 SINGLE LINE DIAGRAM, PANELBOARD, DETAILS,

& NOTES

05 CONSTRUCTION PHASING

P1.1 CONSTRUCT. PHASING PLAN - PHASE I

P1.2 CONSTRUCT. PHASING PLAN - PHASE II

P1.3 CONSTRUCT. PHASING PLAN - PHASE III

INDEX TO DRAWINGS

Sheet No. Sheet Name

00 Title

T1.0 TITLE SHEET AND INDEX TO DRAWINGS

02 Civil

C1.1 EXISTING SITE & DEMOLITION PLAN

C1.2 CONSTRUCTION SAFETY PLAN

C2.1 PROPOSED SITE PLAN

C3.1 GEOMETRIC CONTROL PLAN

C4.1 PROPOSED UTILITY PLAN

C4.2 PROPOSED STORM PROFILES

C5.1 PROPOSED GRADING PLAN

C5.2 PROPOSED GRADING PLAN

C5.3 FENCE DETAIL

C6.1 PRE DEVELOPMENT DRAINAGE PLAN

C6.2 POST DEVELOPMENT DRAINAGE PLAN

C7.1 EROSION CONTROL PLAN PHASE I

C7.2 EROSION CONTROL PLAN PHASE II

C8.1 DETAILS

C8.2 DETAILS

C8.3 DETAILS

C8.4 DETAILS

C8.5 TRAFFIC CONTROL DETAILS

C8.6 TRAFFIC CONTROL DETAILS

C8.7 TRAFFIC CONTROL DETAILS

C8.8 SIGNAGE DETAILS

03 Architectural

A0.1 FENCING AND CONTAINMENT PLAN

A0.2 ENLARGED ENTRY CONTROL POINT PLAN

A0.3 ENLARGED FENCING PLAN

A0.4 ENLARGED FENCING PLAN

A0.5 ENLARGED FENCING PLAN

A0.6 ENLARGED FENCING PLAN

A0.7 DECORATIVE FENCING DETAILS

A0.8 OMITTED

Approvals:

Title: Signature: Date:

Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

Using Agent

Schedule of Bid Options:

Civil:

CONSTRUCT NEW ENTRY CONTROL POINT

PHASE I

Dannelly Field (ANG), Montgomery, AL

Architect:

Design Team: Consulting Engineers:

Electrical:

No. Revision Date 3 Addendum

No. 4 10/18/201

DDonovan Text Box

CONFORMANCE DOCUMENTS

DDonovan Typewritten Text

DDonovan Typewritten Text

DDonovan Text Box

JANUARY 2020

0 100' 200'

Scale: 1" = 100'

1. The Contractor is responsible for having all existing utilities located prior to construction. All existing utilities to be uncovered and verified as to size, location, elevation and condition prior to commencement of construction. All cost associated with having the utilities marked and uncovered are the responsibility of the Contractor, regardless of the utilities being shown in the plans.

2. The Contractor shall dispose of all demolition debris in accordance with federal, state and local regulations.

3. This plan is not intended to show each and every item to be removed or demolished by the Contractor. There are other items not shown that the Contractor must remove and/or replace to construct the improvements shown in these plans.

The Contractor shall thoroughly investigate the plans and investigate the site prior to submitting a bid. He/she shall include in his/her bid whatever means he/she feels it will take to construct the improvements. The Contractor shall not receive additional compensation for removing items not noted as such on the this plan.

4. The Contractor shall saw cut the existing concrete at the nearest joint to the locations where the concrete is to be removed.

5. The Contractor shall remove the concrete back to a clean cut and uniform construction joint to minimize the "patch" look in all sidewalk and curb and gutter to be removed.

6. It is the Contractor's responsibility to satisfy himself of the accuracy of the topographic information shown in this drawing prior to commencing construction.

C1.1

Existing Site &

Demolition Plan

Sheet Number

Sheet Title

Project Title

M o n tg o m er y

D o th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

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I N

T E

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IO

R D

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N

NOT FOR

CONSTRUCTION

USE

C O

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R U

C T

N E

W E

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R Y

C O

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R O

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IN

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

DDonovan Text Box

CONFORMANCE DOCUMENTS

DDonovan

JANUARY 2020

I I I I

&\\Vi

121/A

LEGEND

RUNWAY SAFETY AREA

WORK AREA - PHASE 1

WORK AREA - PHASE 2

STAGING AREA

LIGHTED 11X

SIGNAL

PROPERTY LINE

STAGING AREA

Point # Lat Long

1 N5

53' 25" E4

16' 44"

2 N5

53' 24" E4

16' 59"

3 N5

53" 17" E4

16' 58"

4 N5

53" 18" E4

16' 45"

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SURFACE (TYP)

RUNWAY lHRESHOLD

ELEV - B

RUNWA'I'

£ RUNWAY

SECTION

PROFILE

PAVEMENT SAFETY AREA WIDTH •

RW J-21 400'

RW 10-28 500'

J/21 TAXIWAYS 49'/118'

10/28 TAXIWAYS 214"

•All. DISTANCES ARE CENTERED A80UT THE

CENTERLINE OF" THE AREA LISTED.

SAFETY AREA DIMENSIONS

RUNWAY END A B C

3 500' 219.7' 34 21 500' 185.9' 20

10 1000' 218.2' 50

28 1000' 192.5' 50

FAR PART 77 SURFACES

N.T.S.

1HE PART n SECTION VIEW IS CENTERED ON lHE RUNWAY CENTERLINE AT lHE CENTERLINE ELEVATION, AND ON 1HE EXTENDED RUNWAY CENTERLINE AT lHE RUNWAY

1HRESHOLD ELEVATION TO A POINT 200 FEET BEYOND

EACH lHRESHOLD. lHE SECTION lHEN RISES ALONG 1HE SLOPE INDICATED ON lHE PROFILE VIEW.

SAFETY NOTES

1. ALL CONSTRUCTION VEHICLES AND EQUIPMENT OPERATING ON THE AIRPORT PROPERTY SHALL BE MARKED WITH A FLASHING CIRCULAR AMBER EMERGENCY WARNING UGHT, ACCORDING TO FM ADVISORY CIRCULAR 150/5370-2E.

2. ALL FOREMEN'S AND SUPERINTENDENT'S VEHICLES SHALL CONTAIN RADIOS CAPABLE OF TRANSMITTING AND RECEIVING THE FM GROUND CONTROL FREQUENCY OF 121.7 MHZ AND TOWER/CTAF FREQUENCY OF 119.7 MHZ NORMAL RADIO COMMUNICATIONS BETWEEN CONTRACTOR PERSONNEL WILL NOT BE ALLOWED ON ANY FM FREQUENCY.

3. ALL FLAGMEN CONTROLLING CONSTRUCTION TRAFFIC ACROSS AIRPORT OPERATIONAL SHALL ALSO BE EQUIPPED WITH A

RADIO WHICH WILL OPERATE ON A FREQUENCY 121.7 MHZ AND 119.7 MHZ.

4. THERE SHALL BE A MINIMUM OF 1 RADIO CAPABLE OF OPERATING ON THE FM GROUND CONTROL FREQUENCY OF 121.7 MHZ AND TOWER FREQUENCY 119.7 MHZ ON THE PROJECT SITE AT ALL TIMES DURING EACH CONSTRUCTION WORK PERIOD.

5. SUFFICIENT VACUUM TYPE SWEEPERS AND CLEAN UP EQUIPMENT SHALL BE PROVIDED IN ORDER THAT ALL WASTE, LOOSE

MATERIAL, AND DEBRIS CAN BE REMOVED FROM ALL AIRPORT OPERATION AREAS.

6. ALL BARRICADES, RADIOS, TEMPORARY MARKINGS, ETC., AS INCLUDED IN THESE SAFETY NOTES, SHALL BE FURNISHED AT NO ADDITIONAL COST TO THE OWNER. AIRFIELD BARRICADES SHALL CONFORM TO THE REQUIREMENTS OF AC 150/5370-2E. NO SEPARATE MEASUREMENT AND PAYMENT WILL BE MADE FOR THESE REQUIRED SAFETY ITEMS. ALL COSTS ASSOCIATED WITH THESE ITEMS MUST BE INCLUDED IN THE CONTRACT BID PRICES LISTED IN THE PROPOSAL FOR THE ITEMS WHICH WOULD MOST

LOGICALLY INCLUDE THEM.

7. THE CONTRACTOR SHALL NOT AT ANY TIME BE ON THE RUNWAY UNLESS THE AIR TRAFFIC CONTROL TOWER GIVES PRIOR

APPROVAL.

8. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION, MAINTENANCE, REMOVAL AND CLEANUP OF ALL HAUL ROlJTES

(ON AND OFF AIRPORT PROPERTY).

9. THE CONTRACTOR SHALL FURNISH ALL LIGHTING NECESSARY FOR NIGHT OPERATIONS. LIGHTING WILL BE DIRECTED OR SHADED TO PREVENT INTERFERENCE WITH AIRCRAFT, THE AIR TRAFFIC CONTROL TOWER, AND OTHER AIRPORT OPERATIONS.

THE CONTRACTOR SHALL BE CAPABLE OF REMOVING ALL LIGHTING EQUIPMENT FROM THE RUNWAY WITHIN 15 MINUTES OF NOTIFICATION OF AN EMERGENCY. A TRAILER MOUNTED LIGHTED 'X' SHALL BE PROVIDED FOR EACH RUNWAY END FOR NIGHT TIME CLOSURE OF RUNWAY 3/21 AND RUNWAY 10/28. THESE MAY BE RENTED FROM THE AIRPORT FOR THE PROJECT DURATION.

10. THE CONTRACTOR SHALL BE REQUIRED TO HAVE ON HAND AT ALL TIMES DURING CONSTRUCTION ACTIVITIES ONE AIRPORT

POLICE RADIO CAPABLE OF A FREQUENCY OF 156.21 MHZ.

SEQUENCING/PHASING NOTES

I

,,I'1 \

II

N

500' 1000'

Scale: 1" = 500'

1. CONTRACTOR SHALL PREPARE STAGING AREAS AND HAUL ROUTES. CONTRACTOR SHALL BE ALLOWED ACCESS TO THE AIRPORT DURING APPROVED DAYTIME HOURS FOR THIS WORK. CONTRACTOR SHALL

REQUEST ACCESS 2 WEEKS PRIOR TO WORKING.

2. CONTRACTOR SHALL BEGIN WORK. THERE ARE NO TIME RESTRICTIONS FOR WORK IN PHASE 1. ALL WORK FOR PHASE 2 SHALL BE COMPLETED WITHIN THE HOURS OF 11:59 PM AND 5:00 AM LOCAL TIME.

ALL RUNWAY 10/28 LIGHTING AND NAVIGATION AIDS SHALL BE TURNED OFF DURING THIS PHASE. NO

RUNWAY CLOSURE WILL BE REQUIRED FOR WORK IN PHASE 1.

3. A FINAL INSPECTION OF ALL WORK SHALL OCCUR TO CLOSE OUT JOB.

No. Rev1s1on Date ob Number

12171.00

Date

SEPTEMBER 04, 20 I 9

Drawn By

Checked By

Project Title

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Sheet Title

Construction

Safety Plan

Sheet Number

Cl.2

CONFORMANCE DOCUMENTS JANUARY 2020

REQ'D PAVEMENT

MARKING, (TYP.)

VEHICLE REJECTION\ \

ROUTE \ \ ' ' '

REQ'D BOLLARD HOLDER

\ ', \ I 1. \

REQ'D GATE (SEE'

ARCHITECTURAL PLANS) \

REQ'D (3) REMOVABLE ', ,

BOLLARDS \ \·, \ \ \

\ \ R29.0"',' . ' ' .' '

REQ'D (1) 24" STOP BAR

(1) R1-1

STOP SIGN

R23.0'

R13.0'

RB.O'

R78.0'

EXISTING AIRPORT FENCE TO BE MODIFIED

(REFER TO SPECIFICATIONS)

REQ'D (1) R5-1A

WRONG WAY SIGN

(1) R5-1 DO NOT

ENTER SIGN

REQ'D (3)

REMOVABLE

BOLLARDS

REQ'D BOLLARD HOLDER

R96.0'

REQ'D (2) 24" STOP

BARS

(2) R1-1

STOP SIGNS

, REQ'D

\.BOLLARD

,HOLDER

TRUCK

INSPECTION

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THROUGH LANE

AREA 12.24 SQ FT

OPTIONAL TURN LANE

AREA 21.51 SO FT

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REQ'D

DIRECTIONAL

ARROW, (TYP.) ! ' I

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TRUCK RE.ECTION

ROUTE

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REQ'D 3-3c/ SIGN .........._,/ • i R166.0'

15.0'

18.0'

REQ'D (1) R5-1A WRONG WAY SIGN

(1) R5-1 DO NOT ENTER SIGN

REQ'D WHITE

ISLAND STRIPING

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R123.0'

REQ'D DROP ARM (SEE

ARCHITECTURAL PLANS)

REQ'D 24" CURB

& GUTTER, (TYP.) I I t ' JI I

REQ'D (1) W3-3D SIGN

(1)W16-2 SIGN i

& ALTERNATING FLASHING

'III

'III I

REO'D (1) 24" STOP BAR

(1) R1-1

STOP SIGN

REQ'D PAVEMENT

MARKING, (TYP.)

REQ'D ASPHALT

PAVING

YELLOW WARNING LIGHTS I I ii / - ,l, { ·'.L_L,L,SI_ i ,I 1\ \/t.L\1L f-' I _JI i' \/

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ACTIVE BARRIER/FINAL DENIAL : : /

(PHASE I) 'c ' t i I' I

R128.0'

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REQ'D (1) R10-6A �IGN N7 .'

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REQ'D R/Y /G TRAFFIC

LIGHT (SEE ELECTRICAL}

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' " - -• 'I I / ; • -- ' 1 ; TRAFFIC LIGHT {SEE

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'\ REQ'D (1) R10-6A SIGNf I I

REQ'D STOP BAR

N

50' 100'

Scale: 1" = 50'

LEGEND

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REQ'D BARBED WIRE FENCE

MODIFICATION

REQ'D CONCRETE SIDEWALK

REQ'D ASPHALT PAVING

REVISED CONCRETE PAVING

TO ASPHALT PAVING

PROJECT NOTES

1. The Contractor is expected to carefully examine the plans, proposal and site of the work.

Therefore, it will be assumed that the Bidder has satisfied himself as to the conditions to be encountered in regards to the character, quality, and quantities of work to be performed and materials to be furnished, and as to the requirements of the Plans, Specifications and Contract.

The submission of a proposal by a Bidder will be considered prima facie evidence that the Bidder has made such an examination.

2. The work on this project shall adhere to the following Specifications, Standards and/or Regulations:

Environmental Protection Agency (EPA) - "Best Management Practices Manual" and the requirements of the site specific NPDES Discharge Permit issued for this project Alabama Department of Transportation Standard Specifications for Highway Construction - Latest Edition. Any and all references to unit prices are not applicable to this project Montgomery County Standards and Specifications.

City of Montgomery Standards and Specifications.

The drawings and specifications.

If conflicts arise between these requirements, the more stringent shall apply.

3. The Contractor is responsible for all costs associated with all permits for this project

4. Construction access and security control plan shall be coordinated and submitted with the owner prior to any construction activities.

5. The Contractor will be responsible for temporary diversion of runoff water, as required to facilitate construction or as directed on-site by the Engineer. This temporary drainage of runoff is considered incidental to the bid.

6. Electronic data that may be given to the Contractor either as an aid in the preparation of his bid or in the construction of the improvements will be done so strictly as a courtesy to the Contractor. The Engineer does not warrant the accuracy of the electronic information so transferred. In all cases, the printed plans as issued by the Engineer shall govern. A Letter releasing the Engineer from liability will be required of the Contractor prior to the release of said information.

7. The Contractor is responsible for notifying the applicable governmental agencies and departments of the beginning of construction.

8. The Contractor is responsible for having all existing utilities located prior to construction, including stubouts. Existing utilities shown have been drawn using the best available information and have not been field verified. All existing utilities to be uncovered and verified as to size, location, elevation and condition prior to commencement of construction.

9. The Contractor is responsible for all cost associated with removing and/or relocating existing utilities and structures to construct the improvements shown in these plans. The contractor shall not receive additional compensation for removing and/or relocating any existing items.

10. No deviation from the plans is allowed without prior approval from the engineer. Said approval shall be given in writing.

11. The Contractor must adjust all valve boxes, covers, meters, manhole rims, and other water, storm, power, telecommunications and sanitary sewer service appurtenances to final grade.

The cost of these adjustments shall be included in the bid

12. The cost of all work shown in the plans is the responsibility of the Contractor unless stated otherwise.

13. The Contractor will be responsible for repair to public and private roads caused by his activities throughout construction. Periodic cleaning of public and private roads may be necessary during construction. It is the contractor"s responsibility to meet with private entities, state, city and county officials to agree upon and record the conditions of the roads before construction commences.

14. All surveying and staking during construction is the responsibility of the Contractor.

No. Rev1s1on Date 2 Addendum 09/25/20 I 9

No. 2

3 3 Addendum I 0/1B/2019

No.4 ob Number

12171.00 Date

AUGUST 2019

Drawn By

Checked By

Project Title

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Sheet Title

Proposed Site Plan

Sheet Number

C2.1

Reserved

Security

Police

Parking

Only

Reserved

Security

Police

Parking Only

Reserved

Security

Police

Parking

Only

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

0 50' 100'

Scale: 1" = 50'

Sheet Number

Sheet Title

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

NOT FOR

CONSTRUCTION

USE

C O

N S T

R U

C T

N E

W E

N T

R Y

C O

N T

R O

L P

O

IN

T

D A

N N

E L

L Y

F

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L D

M

O N

T G

O M

E R

Y A

L

12171.00

SEPTEMBER 04, 2019

No. Revision Date

C3.1

Geometric

Control Plan

UTILITY NOTES 'i', i,

1. This project is based on a Lump Sump contract All work described, shown, referenced, or

2.

3.

otherwise indicated in or on the drawings, proposal, advertisement and specifications are to be completed in-place and serviceable according to the plans, instructions, specifications, lines and grades indicated on the plans and all applicable state, federal, and municipal codes and standards, Individual items of work that are necessary to complete the project to the lines and grades, whether shown or described in the plans and specifications, are to be considered incidental and are the responsibility of the Contractor,

4. The Contractor is responsible for OBTAINING THE STORMWATER PERMIT AND all costs associated with all permits for this project.

5. Site security will be the responsibility of the Contractor.

6. All fuel storage tanks used on the site by the Contractor must meet all local, state and federal codes and regulations.

7. The Contractor will be responsible for temporary diversion of runoff water, as required to facilitate construction or as directed on-site by the Engineer. This temporary drainage of runoff is considered incidental to the bid.

8. Electronic data that may be given to the Contractor either as an aid in the preparation of his bid or in the construction of the improvements will be done so strictly as a courtesy to the Contractor.

The Engineer does not warrant the accuracy of the electronic information so transferred. In all cases, the printed plans as issued by the Engineer shall govern. A Letter releasing the Engineer from liability will be required of the Contractor prior to the release of said information, 9, The Contractor is responsible for notifying the applicable governmental agencies and departments of the beginning of construction.

10, The Contractor is responsible for having all existing utilifies located prior to construction, including stubouts. Existing utilities shown have been drawn using the best available information and have not been field verified, All existing util�ies to be uncovered and verified as to size, location, elevation and condifion prior to commencement of construction.

11. The Contractor is responsible for all cost associated with removing and/or relocating existing utilities and structures to construct the improvements shown in these plans. The Contractor shall not receive additional compensation for removing and/or relocating any existing items, 12, No deviation from the plans is allowed without prior approval from the Engineer, Said approval shall be given in writing.

13, The Contractor is responsible for coordinating with the various utility companies on the placement of their services, 14, It is the Contractor's responsibility to obtain final approval of work done on or adjacent to existing streets/roads and Right of Way, Written approval from the applicable agency is required prior to release of the Contractor's Retainage, 15, The Contractor must adjust all valve boxes, covers, meters, manhole rims, and other water, storm, power, teleccmmunications and sanitary sewer service appurtenances to final grade, The cost of these adIustments shall be included in the bid.

16, All storm sewer concrete pipe joints shall be wrapped with filter cloth.

17, All storm sewer shall be laid from the lowest point following the rising grade.

18, Backfill and compaction of all trenches will conform to the recommendation of the Geotechnical Engineer. Testing of the fill and compaction must be performed by the testing laboratory according to the specifications with the test reports forwarded to the Engineer, Any backfill failing to meet compaction requirements will be removed and reworked until compaclion is achieved, this work shall be done at the contractor's expense.

19, Any work on public right of way will require a traffic control plan in accordance with the M.UT.C,D.

Preparation and submittal of said plan to the appropriate authority is the responsibility of the Contracfor,

20. The cost of all work shown in the plans is the responsibility of the contractor unless stated otherwise.

21, All utility bores shall be a minimum of 4 ft deep, Any damage to existing streets or drives resulting from a utility bore shall be repaired by the Contractor at no additional cost to the owner, 22, The Contractor will be responsible for repair to public and private roads caused by his activities, It is the Contractor's responsibility to meet with private entities, state, city and county officials to agree upon and record the conditions of the roads before construction ccmmences, 23, All paving work shall be done in accordance with the latest edition of ALDOT's Standards and Specifications.

24, The Contractor shall include in his bid all costs associated with shoring/stabilizing existing utilities during construction of the proposed improvements.

25, All pipe labeled as RCP shall be Class 3 Reinforced Concrete Pipe or ADS HP Storm unless stated otherwise, 26, All pipes shall be installed per manufacturers specifications.

27, 3M MARKERS SHALL BE INSTALLED ON ALL STEEL CASING FOR FUTURE UTILITIES. DO NOT

INSTALL MORE THAN 48" DEEP, WARNING TAPE IS REQUIRED,

28, Grate inlets shall be constructed per the Flat Grate Inlet detail on the Details Sheets, Grate used in hard surfaces shall be rated for H-20 loading Mod 5390 by East Jordan Iron Works Inc.

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REQ'D (1) 12" STEEL CASING W/ SPACERS

EVERY 5' &: A MINIMUM OF 36" OF COVER

REQ'D (1) 14" STEEL CASING W/ SPACERS

EVERY 5' &: A MINIMUM OF 36" OF COVER

3-DWSI

RIM: 229.77

FL Out=227.50 18"

18' RCP 1fli.aor.·-----------ffi

REVISED CONCRETE PAVING

TO ASPHALT PAVING

0 50' 100'

Scale: 1" = 50'

LEGEND

--------2..:T--------

----------------------- 11111111111111111111111111111111111 c:I

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EX. 31�RIED CAB_E

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REQ'D UTILITY SLEEVE

REQ'D STORM SEWER LINE

REQ'D SLOPE PAVED

HEADWALL

REQ'D SINGLE WING STORM

INLET

REQ'D DOUBLE WING STORM

INLET

REQ'D JUNCTION BOX

REQ'D HEADWALL

r -j I i j I i I

REQ'D (2) 12" STEEL CASINGS W/

--,- SPACERS EVERY 5' &: A MINIMUM

L OF 36" OF COVER.

No. Rev1s1on Date

2 Addendum 09/25/20 I 9

No. 2

3 3 Addendum I 0/1B/2019 No.4 ob Number

12171.00 Date

AUGUST 2019

Drawn By

Checkedlly

Project Title

� C) z z z� B �o � up..

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� �o ifJ � z zz

� 00 uu Q

Sheet Title

Proposed

Utility Plan

Sheet Number

C4.1

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

NOT FOR

CONSTRUCTION

USE

C O

N S T

R U

C T

N E

W E

N T

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C O

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L P

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IN

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C4.2

Proposed

Storm Profiles

0 50' 100'

Scale: 1" = 50'

1. The Contractor shall grade the site in accordance with the Plans and Specifications.

2. All grading operations may be monitored by a qualified GEOTECHNICAL consultant as chosen and paid for by the owner. It is the Contractor's responsibility of have the GEOTECHNICAL Consultant onsite at all times during grading operations.

3. All work required to compact, moisten, dry, condition, modify, or improve any portion of the subgrade, and/or building pads, as directed by the plans and specifications or the Engineer, is part of the Contractor's bid.

4. The Contractor shall stabilize all disturbed areas immediately after the completion of the grading operation.

5. All excess material generated from grading operations to be removed from the site and properly disposed of off-site at the Contractor's expense.

6. The Contractor shall be required to replace any items damaged during the construction of the improvements shown in these plans. This includes curb & gutter and pavement. All pavement repairs shall be backfilled entirely with stone. These cost shall be included in the contractor's bid price.

7. Spot elevations along curb lines are edge of pavement elevations unless otherwise indicated.

8. The Contractor shall coordinate location of condensate drains supporting mechanical equipment prior to construction.

9. Pipe labeled "perforated" shall be ADS N-12.

10. Pipe labeled "storm" shall be RCP CLASS III.

12. All work associated with topsoil stripping, including, but not limited to: stripping to spread, stripping to stockpile, spreading from stockpile, topsoil haul-off, seedbed preparation, etc. as directed by the plans and specifications or the Engineer is part of the Contractor's Bid.

13. The Contractor is responsible for reviewing the preliminary geotechnical investigation report attached to the bid documents. Said report is provided for the contractor's convenience.

Neither the Engineer nor the report preparer warrants the complete and total accuracy of the report. It is the contractor's responsibility to satisfy himself as to the existing soil conditions.

14. Fill material used on-site shall be clean, non-saturated, non-organic soil as approved by the Geotechnical Consultant.

15. All disturbed areas outside of the building and pavement to reveive a 4-inch layer of topsoil.

16. If the pavement, stone or slab is not constructed immediately after the initial subgrade preparation, the contractor shall be required to restore the subgrade prior to the placement of the pavement, stone or slab. The cost of the subgrade restoration shall be included in the Contractor's bid.

17. The Contractor shall clean and repair the adjacent public and private roads and ROW throughout the construction activities as necessary.

Sheet Number

Sheet Title

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

NOT FOR

CONSTRUCTION

USE

C O

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C T

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W E

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C O

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C5.1

Proposed

Grading Plan

CONFORMANCE DOCUMENTS JANUARY 2020CONFORMANCE DOCUMENTS JANUARY 2020

0 30' 60'

Scale: 1" = 30'

Sheet Number

Sheet Title

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

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C T

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NOT FOR

CONSTRUCTION

USE

C O

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C5.2

Proposed

Grading Plan

LOW FLYING AIRCRAFT

NO STOPPING

CAUTION

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

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C T

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NOT FOR

CONSTRUCTION

USE

C O

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C5.3

Fence Detail

Sheet Number

Sheet Title

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

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IG

N

NOT FOR

CONSTRUCTION

USE

C O

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C O

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C6.1

Pre Development

Drainage Plan

®-9' '

,,,, 7A-JB

I j,-:\ \ I

1 18" RCP

b

---------•• __;__,___ I

___ - - "l:'.co-

2A-JB

2-S

18"

REVISED CONCRETE PAVING

TO ASPHALT PAVING

-1

I

..i N j I

I I I I

I I I I

I ' I ' I i I '

I j I

N

50' 100'

Scale: 1" = 50'

LEGEND

Area No.

STR-STR

1-SWSI TO 2-SWSI

2-SWSI TO 2A-JB

2A-JB TO 4-SWSI

3-DWSI TO 4-SWSI

4-SWSI TO 6-DWSI

5-DWSI TO 6-DWSI

6-DWSI TO 6A-SPHW

8-SPHW TO 8A-SPHW

----0-

11111111111111111111111111111111111

11111111111111111111111111111111111

Ii:::,,, Cl

Drainage Calculations -

Area (ac) L (ft) CN

0.28 295,00 98

0.27 231,93 98

0.27 188,85 98

0.51 253-59 98

0.12 198,77 98

0.86 197,88 98

1.96 265,24 98

3.64 300,00 80

4.23 187,83 80 lX.. _/CH I f'.Cll lX. -l/,Cl

REQ'D SANITARY SEWER

REQ'D STORM SEWER

REQ'D SANITARY MANHOLE

REQ'D SWSI STORM INLET

REQ'D DWSI STORM INLET

REQ'D SPHW

REQ'D JUNCTION BOX

REQ'D OPEN THROAT INLET

25 Year Storm Event s tc i Q (cfs)

1.30 5.00 8.56 1.85

1.30 5.00 8.56 1.77

1.30 5.00 8.56 l,77

1.30 5.00 8.56 3-37

1.30 5.00 8.56 0.80

1.30 5.00 8.56 5.64

1.30 5.00 8.56 12.87

1.73 36,14 4.29 13.08

2.95 30-76 4_03 15.16

Pipe Sizes - 25 Year Storm Event

Added Q Total Q Pipe Des Slope Min. Slope,%

1.85 1.85 18 1.00 0.03

1.77 3.62 24 1.00 0,03

0.00 3.62 24 1.00 0,03

1.77 1.77 18 1.00 0.03

3.37 8.76 24 1.00 0.15

0.80 0.80 18 1.00 0.01

5.64 15.20 30 0.50 0.14

13.08 13.08 30 1.21 0,10

No. Rev1s1on Date

2 Addendum

No. 2

09/25/20 I 9

3 Addendum

No.4 ob Number

I 0/1B/2019

12171.00

Date

AUGUST 2019

Drawn By

Checkedlly

Project Title

Sheet Title

Post

Development

Drainage Plan

Sheet Number

C6.2

1. These standard details shall be applicable to all land disturbing activities and attached to the relevant site plan.

2. The Contractor is responsible for implementing and maintaining Erosion/Sedimentation Control measures in accordance with ADEM/EPA "Best Management Practices". Measures shown on the plans should be considered minimums. Structures / Measures shown along the perimeter of disturbed areas to be installed prior to disturbance activity. Other measures to be installed as soon as construction sequences allow.

3. Maintenance of said structures and /or measures is the responsibility of the Contractor.

All erosion control structures/measures are to be inspected immediately after all rainfall events. Corrective action, if required, must be taken immediately.

4. All BMPs shall be designed and installed in accordance with the conditions outlined in the Alabama Handbook for Erosion Control, Sediment Control and Storm Water Management on Construction Sites.

5. The Contractor is responsible for whatever measures are necessary to produce and maintain an acceptable stand of grass. Said measures to include (but not limited to) watering, re-seeding, regrading eroded areas, re-fertilizing, etc.

6. The Contractor is responsible for keeping mud and debris off private streets, City/State Streets and ROW at all times. Cleanup is required DAILY of the site and roadways.

7. The Contractor shall keep a copy of the "Best Management Practices" on site at all times for the life of the project.

8. Any area that has been cleared of its vegetative cover and will remain so for twelve (12) days or longer without appreciable construction activity must be seeded and mulched within twelve (12) days of being disturbed. Those areas shall be seeded and mulched in accordance with the latest edition of the AL.D.O.T. Construction Specifications, utilizing ALDOT seed mixes.

9. Additional BMPs may be required by the Engineer, QCP, ADEM and City of Montgomery over the course of the project to prevent sediment release from the site. The cost associated with these additional BMP's shall be included in the contractor's bid, no additional compensation will be given to the contractor for this work.

10. The Contractor shall stabilize all disturbed areas immediately after the completion of the grading operation.

11. Maintenance of all earth surfaces, including slopes, is the responsibility of the Contractor. Said maintenance to include regrading, temporary grassing, mowing, etc. as may be required.

12. The Engineer or the QCP may require the Contractor to clean up silt/sediment, replace erosion control or add additional erosion control measures at any time, if the measures in place do not appear to be adequate and/or functioning properly. The cost associated with any of these corrective measures shall be included in the contractor's bid, no additional compensation will be given to the contractor for this work.

13. The Contractor shall be responsible for removing the silt fence and any other erosion/sediment control items once an acceptable stand of grass is grown. The Owner and Engineer shall determine if the grass is acceptable.

14. The Contractor shall maintain the Construction Entrance as required to prevent silt/sedimentaion from leaving the site. This includes but is not limited to washing down of the construction entrance, installing and utilizing a vehicle wash down area, installing additional stone, etc.

15. The Contractor shall utilize new filters on the Silt Savers at the beginning of the project.

The Contractor shall be required to replace the filters whenever the Engineer, QCP or City of Montgomery states they are not adequate. The cost of the replacement filters shall be included in the Contractors bid. The Contractor shall not receive additional compensation for the cost of replacing the filters.

16. All disturbed areas to be sodded with hybrid bermuda.

17. All areas outside of the building and pavement area to receive a 4-inch layer of topsoil.

Topsoil shall be as follows:

a. Fertile, friable, naturally occurring. Free of stones, clay, lumps, hardpan, roots, stumps, brances, sticks and other debris larger than one (1) inch in any dimension; free of noxious weeds, grasses, seeds, plants,extraneous matter and any substance harmful to plant growth. Topsoil from open fields will not be accepted.

b. Ph: 5.0 to 7.0

c. Organic Matter: 5% to 10%

d. Sand: 50% to 70%

e. Silt: less than 30%

f. Clay: 10% to 25%

g. Permeability Rate of 5 x 10 <-3> centimeters or greater at 85% compaction.

Sheet Number

Sheet Title

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

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R D

E S

IG

N

NOT FOR

CONSTRUCTION

USE

C O

N S T

R U

C T

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W E

N T

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C O

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C7.1

Erosion

Control Plan

Phase I

Reserved

Security

Police

Parking

Only

Reserved

Security

Police

Parking

Only

Reserved

Security

Police

Parking

Only

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

0 50' 100'

Scale: 1" = 50'

Sheet Number

Sheet Title

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

NOT FOR

CONSTRUCTION

USE

C O

N S T

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W E

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C O

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C7.2

Erosion

Control Plan

Phase II

Ô

Ô

Ô

Ô

Ô

Sheet Number

Sheet Title

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

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IG

N

NOT FOR

CONSTRUCTION

USE

C O

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C T

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W E

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C O

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C8.1

Details

'lRACKING' WllH MACHINERY ON

SANDY SOIL PROIIIDES ROUGHENING

WllHOUT UNDUE COMPACTION.

STRAW ANCHORING

NOlES:

1. ROUGHEN SLOPE WllH BULLDOZER.

2. BROADCAST SEED AND FERTILIZER.

3. SPREAD STRAW MULCH 3" (76mm) lHICK. (1-1/2 to 2 TONS PER ACRE)

4. PUNCH SlRAW MULCH INTO SLOPE BY RUNNING BULLDOZER UP AND

DOl'IN SLOPE.

2 COATS WHITE

TRAFFIC PAINT

4"

STRAW

ANCHORING

I

NOTE: SEE SITE PLAN FOR PARKING

DIMENSIONS & LAYOUT

PAVEMENT STRIPING DETAIL

PLACE CHECK DAM

EELS (MIXlURE 1.0)

UPSLOPE OF EELS

WITH MIXlURES 1.1

OR 1 .2. EELS WITH

MIXlURE 1.1 SHOULD

ALWAYS BE PLACED

UPSLOPE OF EELS

WITH FINE PARTICLE

MIXlURE 1.2.

N. T.S

CONCENTRATED FILOW

IN DITCH

l

STAGE 1

CHECK DAM

MIXlURE SPECIFICATION 1.0

SPREAD CONCENTRATED FLOW

TO WIDE AREA BEFORE

DISCHARGING

srAGE 2,,Ck;:f<,;><>

GROSS PARTICLE FILTER EROSION

(MIXlURE SPECIFICATION 1. 1 l l

STAGE 3

LIMITS OF DITCH

• • FINE PARTICLE FILTER EROSION EEL'" (MIXlURE SPECIFICATION . 1 ,2)

SCALE: NOT TO SCALE EROSION EEL DITCH OUTLET DETAIL

TREATMENT TIER APPROACH FOR

CONCENTRATED FLOW FOR 9 s• AND 20•@ EELS

1 4

Heavy Duty Paving Section N. T.S.

(J) 1.50" Al.DOT Section 424A .J41, Bituminous Wearing Surface @ Al.DOT Section 405 Bituminous Tack Coat @ 4.50" Al.DOT Section 4248 6.J6, Bituminous Binder @) Al.DOT Section 401 Bituminous Prime Coat @ 12" ALOOT Section 2.J2 Lime Stab,7ized Roadbed (98% Standard o.,,,sity)

NOllE: PA \IING SECTION TO BE VERIFIED BY GEOTECHNICHAL ENGINEER.

i--------- 24" or 30"--------i

Saw Cut

Actual Pavement Replacement

1·-0·

Min.

4'-0" Min.

Trench Width (See Table

T T I

1·-0·

Min.

SEE MEDIUM

DUTY ASPHALT

PAVING SECTION

BACKFILLED

WITH

"ENGINEERED

FILL"

Saw Cut

PAVEMENT PATCH

N. T.S.

I

REMOVED CONCRETE

PAVING SECTION

N. T.S.

Q) 4.0" 3000 psi Compressive Strength Concrete

Concrete Sidewalk

T

Where Pavement Slopes Away From Curb & Gutter, Use Tilt-Out Curb & Gutter

GENERAL NOTES:

1. USE MNIIIUII 12 NCH lllMEIIR FIIER WATllE.

2. USE 2 FT. WOOllEN SIMES W1IH A 2 IN. X 2 N. NOMIW. alOSS SECl1llN J. ONLY INSIAU. wtmll(S) 10 A HEIGHT IN lll1tH SO FUM Will 111T WASH AROUNO WAT11£ NID SOOUR lll1tH

SI.OPES NID IS IHCIEll.

4. INSTAil A MNIIJM Of 2 ll'SLOPE STAKES NID 4 DOWIISUl'E SIMES AT NI ANGI.E 10 llEDGE WAT1IE 10

BOJ10II Of antH.

with 6"x6" - 10/10 W. W.F. (Minimum 525 psi Flexural Strength) Maximum 4 • Slump

® 4" ALDOT Section 825, Class 8 Aggregate Base Layer (Compacted to 100% Modified Proctor (AASHTO T-180) Maximum Dry Density)

(j) 6"x6" - 10/10 W. W.F. Placed at 1/3 Slab Thickness From Top

NOlE: PAVING SECTION TO BE VERIFIED BY GEOllECHNICHAL ENGINEER.

NOTE:

SLIGHTLY ANGLE STAKES WITH

TOP FACING TOWARDS DIRECTION

OF FLOW.

NOTE:

TIE FILOC LOGS SECURELY AT

CENTERLINE OF FLOW ON

DOWNSTREAM SIDE.

LIMITS OF DITCH

INSTAUL EELS• OVER FILOCMAT

-CRADLE" (SEE DETAIL E1-G

ON SHEET E-1).

� t 12" MIN. OVERLAP

EXTEND EELS•AT SIDES OF

DITCH TO PREVENT BYPASSING.

USE ONE OR MORE EELS• AS NEEDED TO SPAN

WIDTH OF DITCH. NOTE: TO MAXIMIZE FLOW,

ARRANGE EELS• IN A CURVED, ANGLED PATTERN

TO MAXIMIZE EXPOSED SURFACE AA£A TO FLOW.

NOlE:

APPLICABLE TO LARGE WIDlH DITCHES WHERE ONE EEL• ls

NOT SUFFICIENT TO SPAN

LENGTH.

SCALE: NOT TO SCALE

PLAN VIEW

CENTERLINE OF DITCH

AND CENTER OF 10'

EEL!'

USE EROSION EEL• MIXlURE

SPECIFICATION 1.0 FOR CHECK

DAM APPLICATIONS.

MINIMIZE OVERLAP LENGTH IN

CHECK DAM APPLICATIONS TO

MAXIMIZE FLOW-THROUGH

CAPACITY.

IN LIEU OF OVERLAPS, EEL•

JOINT WRAPS CAN BE USED

PER DETAILS.

EROSION EEL DETAIL:

CHECK DAM ARRANGEMENT FOR

LARGER WIMM PITCHES fOR g,5• AND 20•1 EEi S

·4 ... 4

4i

4.:i T co

··_l_ ,--

I

I ,--

Standard Curb & Gutter Detail

NT.S.

NOTE:

NOTE:

TIE FILOC LOGS SECURELY

AT CENTERLINE OF FLOW ON

DOWNSTREAM SIDE.

APPLICABLE TO SMAIL WIDTH

DITCHES WITH TOTAL WIDTH

THAT REQUIRES ONLY ONE

10' EEL• TO SPAN.

DITCH WIJT1l

EROSION EEL•

SECURE END OF

A

EEL· TO T-POST

I iiiAS DIRECTED. •

A

EXTEND EELS" AT SIDES OF

DITCH TO PREVENT

BYPASSING.

NOTE:

EROSION EELS'" USED FOR

CHECK DAMS SHAU. USE

MIXlURE SPECIFICAllON 1.0.

PRO\IIDE SCOUR

PROTECllON 0

DOWNSLOPE SIDE OF

AUL EEL• CHECK DAMS.

SCALE: NOT TO SCALE

PLAN VIEW

1·

STABILIZE EROSION EELS• VIA METAL T-POSTS ON

DOWNHILL SIDE AT lHE CENTER, AT EACH END, AND

AT ADDITIONAL POINTS AS NEEDED (2' MAX.

SPACING), OR AS DIRECTED BY THE ENGINEER.

CONTRACTOR SHAU.

PLACE INl11AL STAKE

AT CENTERLINE OF

DITCH.

NOTE:

SLIGHTLY ANGLE STAKES

WITH TOP FACING TOWAADS

DIRECTION OF FILOW.

EROSION EEL DETAIL:

SMALL DITCH CHECKS SINGLE EEL

(NO STACKING) FOR 9 5• ANP 20•• EEi S

RN!:JRIC YID'

CBOS5 SFCJl)N YEE Jmli

CROSS SfliJ]QN JBMfZOIQAL DITCH

APPROVED DATE, 0112010

6. PROVIIE STAPlfS MADE Of 0.125 N. IIIAIIE1ER srm WIRE FllRMED NIO A U SHIPE 111T llSS 1H!N 12" IN 1£Nll1H.

6. INSTAil � N'PROXIMlB.Y e.tRI' 1 LJ£/R FOOT ON IIOIH SIDES Of WAT11£ NID /iJ 6ICH END 10 SEl:URE IT 10 1HE SOL

7. INSTAil IIIT1Nl N M:CORDINCE MIH SEC110N 1631 Of 11£ NCOOI STAIIWII SPEaF1CA110NS .

6. PRIOR 10 POLY/CRYIAIIIDE (AW) N'PIJCA1ION, OBrAN A SOIL SMl'LE FROII PROJECT LOCATION, AND FROII

OFF5ITE MATIRIIL AND IIW.VZE RJR N'PROPRIAII PAM FLOCCUIANT 10 BE APPlE 10 6ICH WATllE.

9. llflW.I.Y APPLY 2 OUNCES Of ANIONIC OR NEll11WJ.Y CHARGED PAM !MR 111111.E 'MERE WA1ER WU FUM

NII 1 OUNCE ON MATINll ON 6ICH SllE Of WATllE. -_y PAM AITTR e.tRI' RAINFAil E\'ENT 1HAT IS

EIIU!L 10 OR EXCEEDS O.SO N .

�. ·, '•�OZl•

NOT TO SCALE

TEMPORARY WATTLE CHECK DAM

WITH MATTING AND OPTIONAL PAM

NOTE:

SLIGHTLY ANGLE STAKES

WITH TOP FACING TOWARDS

DIRECTION OF FLOW.

STABILIZE EROSION EELS• VIA METAL T-POSTS

ON DOl\NHILL SIDE A T THE CENTER, AT EACH

END, AND AT ADDITIONAL POINTS AS NEEDED

(2' MAX. SPACING), OR AS DIRECTED BY THE

ENGINEER.

NOTE:

APPLICABLE TO SMALL WIDTH

DITCHES WITH TOTAL WIDTH

THAT REQUIRES ONLY ONE

10' EEL• TO SPAN.

NOTE:

TIE FILOC LOGS SECURELY

AT CENTERLINE OF FLOW ON

DOWNSTREAM SIDE.

EROSION EEL•

PLACED ON TOP OF

GROUND SURFACE.

IF SOIL BENEAlH EEL• IS

SOFT OR LOOSE, COMPACT

BY HAND TAMPING OR OTHER

APPROVED MEANS.

SCALE: NOT TO SCALE EROSION EEL DETAIL:

SECTION VIEW

SMALL DITCH CHECKS

EQR g,5• AND 20•, EELS

HOT-POURED SEALER

PRE MOLDED EPANSION

JOINT FILLER (FULL DE PTH)

NOTE, DO NOT RUN MESH

REINFORCEMENT

THRU EXPANSION JOINT,

EXPANSION JOINT

1/B'R CTYP>

l/�� ·,11�

CONTRACTION JOINT

SIDE\,/ALK

NOTE, PAVEMENT JOINTS MAY BE TOOLED DR SA\J

CUT, SIDE\JALK JOINTS MUST BE TOOLED,

CONCRETE JOINT

NOT TD SCALE

1. EXPANSION JOINTS IN THE SIDE\JALK SHALL

BE A MAXIMUM \JIDTH OF 20 FEET, CONTRACTION

JOINTS SHALL BE EVERY SFT.

No. Rev1s1on Date

2 Addendum 09/25/2019

No. 2

& 3 Addendum I 0/18/2019

No.4 ob Number

12171.00 Date

AUGUST 2019

Drawn By

Checked By

Project Title

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Sheet Title

Details

Sheet Number

C8.2

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

NOT FOR

CONSTRUCTION

USE

C O

N S T

R U

C T

N E

W E

N T

R Y

C O

N T

R O

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O

IN

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D A

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C8.3

Details

Section A-A Type "A" Section B-B Type "A"

Section D-D Type "A" Section C-C Type "A"

N.T.S. N.T.S.

N.T.S.

N.T.S.

"S" Inlet Detail (Double Wing) N.T.S.

1-#4 Bar ECenter Bars In SlabManhole

8" Concrete or Brick

#4 Bar @ 9" O.C.

#4 Bars @ 12" O.C.

#4 @ 6" O.C. Bars C #4 Bars @ 6" O.C. Bars D

C

L

(Min. 4')

6"6" of Pipe + 6" Outside Span

8" 8"

.5

V a ri e s

NOTE

.75" Chamfer

Rounded

Inlets on This Sheet.

Cylinder Molds To Form Throats of of 6" Concrete Pipe or Concrete Test Contractor May Use Short Section

.5

.5

V a ri e s

V a ri e s of Pipe + 6"

6" Outside Span 6" 2'-10" 2'-0"

1/2" Ft. Slope

Bars A Bars D

Bar B

Varies

8"

#6 Bars A Area.

SLope of Sidewalk or Adjacent Surface Finish Surface To Conform To Cross

Concrete or Brick 8"

8" of Pipe +6"

8"Outside Span

.5

.5

.5

V a ri e s

.5

.5

.5

2" Weep Holes

1'-6"6"1'-6"

2" Weep Holes

.5

.5

.5

V A

R

IE

S .5

"7 .5

"4 .5

Flow

O p e n in g M a rk

M

D ia g o n a l B a rs

A ro u n d

Round Corner

Bars B #4 @ 6" O.C.

Bars D #4 @ 6" O.C.

Bars C #4 @ 6" O.C.

2-#6 Bars A

Concrete Gutter

1-#4 Bar E

C

D

B

BA

8"

6"

14'-0" No Curb and Gutter Will Be Paid For Within Limits of Spillway

(Min. 4'-4") 4'-10"Outside Span of Pipe + 6"

#6 Bars A

Finish Surface To Conform To Cross SLope of Sidewalk or Adjacent Surface Area.

Min.

#3 Bars

Joint Material 1/2" Expansion

4'-10"

D

C

2'-10"2'-0"

Rounded

1-#4 Bar E

#4 Bars @ 6" O.C. Bars D

#4 @ 6" O.C. Bars C

Bars D #4 @ 6" O.C.

Round Corner 6"

1-#4 Bar E

8"

Joint Material 1/2" Expansion

8"

8"

Section A-A Type "A" Section B-B Type "A"

Section D-D Type "A" Section C-C Type "A"

N.T.S. N.T.S.

N.T.S.

N.T.S.

"S" Inlet Detail (Single Wing) N.T.S.

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

NOT FOR

CONSTRUCTION

USE

C O

N S T

R U

C T

N E

W E

N T

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C O

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C8.4

Details

O.C. Each Way #5 Bars @ 12"

8" Thick Walls Typical

O.C. Each Way #5 Bars @ 12"

Concrete Slope Paved Headwall Not to Scale

End Elevation Not to Scale

6"x6" W.W.M. (2" CLR.)

Not to Scale

Longitudinal Section

Concrete Class I

Beveled End Pipe

6"x6" W.W.M. (2" CLR.)

DETAIL OF STANDARD JUNCTION BOX 12-36" PIPE

NOT TO SCALE

Not to Scale

EMERGENCY SPILLWAY

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

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R

IO

R D

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IG

N

NOT FOR

CONSTRUCTION

USE

C O

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R U

C T

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W E

N T

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C O

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C8.5

Traffic Control

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

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I N

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R

IO

R D

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N

NOT FOR

CONSTRUCTION

USE

C O

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C O

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C8.6

Traffic Control

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

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N

NOT FOR

CONSTRUCTION

USE

C O

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C T

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W E

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C O

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C8.7

Traffic Control

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

NOT FOR

CONSTRUCTION

USE

C O

N S T

R U

C T

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W E

N T

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C O

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12171.00

SEPTEMBER 04, 2019

No. Revision Date

C8.8

Signage Details

Project Title

M o n tg o m er th an

W W W .S S L A R C H .C O M

(M

D

Job Number

Date

Drawn By

Checked By

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

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IG

N

NOT FOR

CONSTRUCTION

USE

C O

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R U

C T

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W E

N T

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C O

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12171.00

AUGUST 2019

No. Revision Date

C8.9

Temporary Fence Details

CONFORMANCE DOCUMENTS JANUARY 2020

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text

%%UCHAIN LINK FENCE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CORNER POST

AutoCAD SHX Text

PULL POST

AutoCAD SHX Text

LINE POST

AutoCAD SHX Text

NOTES: 1. ALL DIMENSIONS SHALL CONFORM TO SECTION F-162 OF THE SPECIFICATIONS

AutoCAD SHX Text

EXTENSION ARM

AutoCAD SHX Text

3 STRAND BARBED WIRE

AutoCAD SHX Text

BRACE

AutoCAD SHX Text

NO. 7 COIL 7 COIL SPRING TENSION WIRE

AutoCAD SHX Text

3/8" ROD AND TURNBUCKLE

AutoCAD SHX Text

WIRE TO BE KNUCKLED ON TOP AND BOTTOM EDGES

AutoCAD SHX Text

3-1/2" GALVANIZED STEEL POST (TYP.)

AutoCAD SHX Text 3"

AutoCAD SHX Text

GROUND RODS @ 400' O.C. 400' O.C. TIE TO FENCE AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 9/19/2019

AutoCAD SHX Text Addendum No. 1

AutoCAD SHX Text

DDonovan

This detail is intended to depict construction requirements for temporary fencing to meet FAA requirements and section off the work site from the active airfield areas - refer to phasing plan. All new permanent fencing shall meet the requirements of the United Facilities Criteria and be as depicted on sheets A0.1 through A0.13.

EXISTING CHAIN LINK SWINGING GATE TO BE REMOVED. MODIFY EXISTING

FENCE LINE AS REQUIRED TO TIE INTO NEW FENCE LINE

FINAL DENIAL BARRIER

FELD

ER RO

AD

TOWER ROAD

EXISTING MUNITIONS ROAD

EXISTING CHAIN LINK FENCING WITH CABLE BARRIER TO REMAIN

EXISTING CHAIN LINK FENCING TO REMAIN

(NO VEHICLE BARRIER CABLING)

US HIGHWAY 80

US HIGHWAY 80

BASE

CE

A0.2 1 Sim

A0.3 1 Sim

A0.4 1 Sim

A0.5 1 Sim

A0.5 2 Sim

A0.6 1 Sim2

EXISTING FENCE LINE TO REMAIN

EXISTING FENCE LINE TO BE RETROFITTED TO RECEIVE NEW

DOUBLE " Y" OUTRIGGER AND 6 NEW STRANDS OF BARBED WIRE

NEW 8'-0" HIGH CHAIN LINK FENCING WITH DOUBLE "Y"

OUTRIGGERS AND 6 STRANDS OF BARBED WIRE

NEW ASPHALT PAVING (SEE CIVIL)

LEGEND:

NEW K-RATED POST AND RAIL CONTAINMENT SYSTEM (SEE

DETAILS)

DECORATIVE FENCE (NON K- RATED)

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

RE

IN

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RI

O R

D E

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G

N

A0.1

FENCING

AND

CONTAINMENT

PLAN

CO

N

ST

RU

CT

N

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E N

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Y

CO

N

TR

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12171.00

AUGUST 2019

DCD

1" = 160'-0"A0.1

Fencing Plan @ Entry Control Point

No. Revision Date 2 Addendum

No. 2 9/25/2019

3 Addendum No. 4

10/18/201

FELD

ER RO

AD

NON-RATED CANTILEVER SLIDING GATE

DECORATIVE METAL FENCING (SEE DETAILS)

DECORATIVE METAL

FENCING (SEE DETAILS)

REMOVABLE BOLLARDS

AND BOLLARD HOLDER

NON RATED DROP ARM

Reserved

Security

Police

Parking

Only

Reserved

Security

Police

Parking

Only

Reserved

Security

Police

Parking

Only

Visitor

Parking Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

Visitor

Parking

SEE CIVIL

OUTLINE OF FUTURE GUARDHOUSE

(NOT IN SCOPE)

NON-RATED CANTILEVER SLIDING GATE

NON-RATED DROP ARM

5' - 8"

5' - 8"

5' - 8"

0' - 9"

REMOVABLE BOLLARDS

AND BOLLARD HOLDER

A0.7 1

Typical

A0.7

Typical

A0.7

Typical

(9) NELLIE R. STEVENS HOLLY

(6) NELLIE R. STEVENS HOLLY

DECORATIVE METAL

FENCING (SEE DETAILS)

NEW CHAIN LINK FENCING

WITH DOUBLE "Y" OUTRIGGERS

AND BARBED WIRE

PLC

2' - 0"

REMOVABLE BOLLARDS

AND BOLLARD HOLDER

NON-RATED CANTILEVER

SLIDING GATE

2' - 0"

24' - 0"

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ EQ EQ EQ

EQ EQ EQ EQ

EQ

EQ

EQ

EQ

FIELD VERIFY

32' - 0"

FIELD

VER

IFY

20' - 9 1/2"

EQ

EQ

EQ

EQ

EQ

FIELD VERIFY

135' - 8"

EQ EQ EQ EQ EQ EQ EQ EQ

FIELD VERIFY

36' - 2"

EQ

EQ

EQ

EQ

FIELD VERIFY

27' - 2 1/2"

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

FIELD

VER

IFY

176' - 11"

EXISTING CHAIN LINK

FENCING TO REMAIN

DECORATIVE BRICK PIER

DECORATIVE BRICK PIER

DECORATIVE BRICK PIER

NON-RATED CANTILEVER SLIDING GATE

EXISTING FENCING TO BE MODIFIED. CONTRACTOR

TO REMOVE EXISTING SINGLE OUTRIGGER AND 3

STRANDS OF BARBED WIRE. INSTALL NEW DOUBLE

"Y" OUTRIGGER WITH 6 STRANDS OF BARBED WIRE.

NEW CONCRETE PAVING (SEE CIVIL)

LEGEND:

NEW ASPHALT PAVING (SEE CIVIL)

DECORATIVE FENCE (NON K- RATED)

NEW SOD (ALL OTHER AREAS TO RECEIVE SEED)

NELLIE R. STEVENS HOLLY - SEE

PLANTING SCHEDULE AND DETAILS

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

RE

IN

TE

RI

O R

D E

SI

G

N

A0.2

ENLARGED

ENTRY

CONTROL

POINT PLAN

CO

N

ST

RU

CT

N

E W

E N

TR

Y

CO

N

TR

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IN

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12171.00

AUGUST 2019

DCD

1/16" = 1'-0"A0.2 1 Enlarged Entry Control Point Plan

No. Revision Date 3 Addendum

No. 4 10/18/201

TOWER ROAD

FELD

ER RO

AD

FINAL DENIAL BARRIER (SEE SPECS

AND ELECTRICAL)

NEW 8'-0" HIGH CHAIN LINK FENCING

EXISTING FENCE AND SWING GATE TO

REMAIN

EXISTING 8'-0" HIGH CHAIN LINK FENCING TO REMAIN.

CONTRACTOR TO REMOVE EXISTING SINGLE BARBED WIRE

OUTRIGGER AND REPLACE WITH NEW DOUBLE "Y" OUTRIGGER AND

6 STRANDS OF BARBED WIRE.

NEW DECORATIVE METAL FENCING

NEW K RATED POST & RAIL BARRIER

A0.10 2 Sim

NEW K RATED POST AND RAIL BARRIER

A0.7 3

Ty pi ca l

A0.7 3

Ty pi ca l

Typical

A0.7 3

Ty pi ca l

NEW 8'-0" HIGH CHAIN LINK FENCING

WITH DOUBLE "Y" OUTRIGGER, 6

STRANDS OF BARBED WIRE \

(9) NELLIE R. STEVENS HOLLY

(6) NELLIE R. STEVENS HOLLY

EPU - SEE ELECTRICAL

BATTERY CABINET

ACTIVE BARRIER SIGNAGE APRROX.

300' FROM BARRIER - SEE CIVIL

ACTIVE BARRIER SIGNAGE APPROX. 300'

FROM BARRIER - SEE CIVIL

STOP AHEAD SIGNAL 100' FROM

STOP BAR - SEE ELECTRICAL

PLC

EXISTING MUNITIONS ROAD TO

REMAIN

NEW K RATED POST AND RAIL

BARRIER (BASE BID)

NEW 8'-0" HIGH CHAIN LINK FENCE WITH DOUBLE "Y"

OUTRIGGER AND 6 STRANDS OF BARBED WIRE

LEGEND:

EXISTING FENCE LINE TO REMAIN

A101

SIM

DETAIL TAG

EXISTING FENCING TO BE MODIFIED. CONTRACTOR TO REMOVE

EXISTING SINGLE OUTRIGGER AND 3 STRANDS OF BARBED WIRE.

INSTALL NEW DOUBLE "Y" OUTRIGGER WITH 6 STRANDS OF

BARBED WIRE.

NEW K RATED POST AND RAIL BARRIER

NEW SOD (ALL OTHER AREAS TO RECEIVE SEED)

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

A

RC

H

IT

E

CT

U

RE

IN

TE

RI

O R

D E

SI

G

N

A0.3

ENLARGED

FENCING

PLAN

CO

N

ST

RU

CT

N

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E N

TR

Y

CO

N

TR

O

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PO

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D A

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12171.00

AUGUST 2019

DCD

1" = 40'-0"A0.3

1 FENCING PLAN 1

No. Revision Date 3 Addendum

No. 4 10/18/201

PROVIDE NEW CHAIN LINK SWING GATE.

NEW…