Attachment 14 Tyndall 1142 Civil DSGN 3.pdf

PDF 1 MB Posted Aug 18, 2021

Attached to: Repair CEMIRT Facilities Federal contract opportunity
Solicitation number: FA481921R0032
Issued by: Department of the Air Force Air Combat Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes engineering drawings and specifications for a federal construction project. The drawings depict existing site conditions and proposed upgrades for Building 1142 and associated stormwater management facilities at Tyndall Air Force Base in Florida. The project involves constructing a 10' x 10' building addition, new stormwater management pond, concrete weir, riprap, silt fencing and other erosion controls. The drawings provide details on existing topography, drainage areas and calculations, proposed grading, pond dimensions and profiles, construction notes, and erosion control plans. Relevant services required include site work, grading, pond excavation, concrete work, erosion control installation and compliance with Tyndall AFB standards.

The related federal contract opportunity is a solicitation to provide repair work for CEMIRT facilities at Tyndall AFB. Offerors are encouraged to review the solicitation attachments in full and attend an on-site visit scheduled for 3 August 2021. The opportunity notice provides high-level information but no pricing terms, response dates, set-asides or other award details.

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Other files for this federal contract opportunity

Other files attached to Repair CEMIRT Facilities, newest first.
File	Type	Posted
Attachment 20 FRCS-AppendixL.pdf	PDF	Sep 10, 2021
Amendment FA481921R00320006 SF 30.pdf	PDF	Sep 10, 2021
Attachment 1 FA481921R0032 Statement of Work.pdf	PDF	Sep 10, 2021
Amendment FA481921R00320005 SF 30.pdf	PDF	Sep 2, 2021
RFI Log 2.pdf	PDF	Sep 2, 2021
Attachment 16 Tyndall_1134_1-Basic Svc - Eff FY10.pdf	PDF	Aug 18, 2021
Attachment 10 CEMIRT Fire Sprinkler Report 2020.pdf	PDF	Aug 18, 2021
Attachment 3 Sample RFI.PDF	PDF	Aug 18, 2021
Attachment 17 Tyndall_1134_2-ARCH C - 2 Oct 17.pdf	PDF	Aug 18, 2021
Attachment 12 A-1.pdf	PDF	Aug 18, 2021
Attachment 4 Base Access Request Form.xlsx	XLSX spreadsheet	Aug 18, 2021
Attachment 18 Tyndall_1134_2-Basic Svc - Eff FY10.pdf	PDF	Aug 18, 2021
Attachment 11 E-1.pdf	PDF	Aug 18, 2021
RFI Log.pdf	PDF	Aug 18, 2021
Attachment 7 Bldg 1142 (autocad2010) 3-20-18 FS-1 SIGNED.pdf	PDF	Aug 18, 2021
Attachment 5 1st MOD BLDG 1134 -- Rev A.pdf	PDF	Aug 18, 2021
Attachment 8 Bldg 1142 (autocad2010) 3-20-18 FS-2 SIGNED.pdf	PDF	Aug 18, 2021
Attachment 9 C-1.pdf	PDF	Aug 18, 2021
Attachment 15 Tyndall_1134_1-ARCH C - 2 Oct 17.pdf	PDF	Aug 18, 2021
Attachment 19 B1134 As Builts.pdf	PDF	Aug 18, 2021
Attachment 1 FA481921R0032 Statement of Work.pdf	PDF	Aug 18, 2021
Attachment 2 Wage Determination FL20210105.pdf	PDF	Aug 18, 2021
Attachment 13 fire plug location.pdf	PDF	Aug 18, 2021
Attachment 6 2nd MOD BLDG 1134 -- Rev A.pdf	PDF	Aug 18, 2021
Amendment FA481921R00320004 SF 30.pdf	PDF	Aug 18, 2021
Amendment FA481921R00320003 SF 30.pdf	PDF	Aug 2, 2021
Attachment 5 1st MOD BLDG 1134 -- Rev A.pdf	PDF	Jul 30, 2021
Amendment FA481921R00320002 SF 30.pdf	PDF	Jul 30, 2021
Attachment 6 2nd MOD BLDG 1134 -- Rev A.pdf	PDF	Jul 30, 2021
Attachment 2 Wage Determination FL20210105.pdf	PDF	Jul 21, 2021
Attachment 4 Base Access Request Form.xlsx	XLSX spreadsheet	Jul 21, 2021
Solicitation - FA481921R0032.pdf	PDF	Jul 21, 2021
Attachment 1 Statement of Work.pdf	PDF	Jul 21, 2021
Amendment FA481921R00320001 SF 30.pdf	PDF	Jul 21, 2021
Attachment 3 Sample RFI.PDF	PDF	Jul 21, 2021

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7 5S

TYNDALL A.F.B. BUILDING

1142 STORMWATER

F.D.E.P. PERMIT DRAWINGS

CONSULTING ENGINEERS, INC.

SOUTHEASTERN

TOWNSHIP RANGE

FOR

325TH CIVIL ENGINEERING

SQUADRON

TYNDALL A.F.B., FL 32403

SECTION 13W

PROJECT VICINITY LOCATION MAP SHEET INDEX

M E X

O F

G U L F

O C E A N

A T L A N

GEORGIA

ALABAMA

PROJECT

AREA

SHEET SHEET NAME

CVR COVER SHEET

G1 GENERAL NOTES

C1 EXISTING CONDITIONS

C2 DRAINAGE BASIN MAP

C3 SITE PLAN

C4 GRADING & EROSION CONTROL

PLAN

PROJECT

LOCATION

U .S

. H

H W

AY 98

sheet no.

DATE:

P R

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T N

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B E R d r a w n b y d e s ig n e d b y c h e c k e d b y t .m a r s h t .m a r s h j .h u s b a n d

R E V

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D A L L A

.F .B

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W A T E R

9/12/18

F O

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(8 -3

L B s o u t h e a s t e r n c o n s u l t in g e n g in e e r s in c

C O

V E R

S H

E E T

CVR

sheet no.

DATE:

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B E R d r a w n b y d e s ig n e d b y c h e c k e d b y t .m a r s h t .m a r s h j .h u s b a n d

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L B s o u t h e a s t e r n c o n s u l t in g e n g in e e r s in c

G E N

E R

A L N

O T E S

EROSION CONTROL NOTES

1. THIS EROSION AND SEDIMENTATION CONTROL PLAN COMPLIES WITH THE REQUIREMENTS OF THE "FLORIDA DEVELOPMENT

MANUAL" AND THE "FLORIDA EROSION AND SEDIMENT CONTROL INSPECTOR'S MANUAL".

2. THE CONTRACTOR SHALL ADHERE TO TAFB, F.D.E.P, AND OTHER GOVERNING AUTHORITIES FOR EROSION AND SEDIMENT CONTROL REGULATIONS. IF THE CONTRACTOR NEEDS TO CHANGE THIS PLAN TO MORE EFFECTIVELY CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL USE BMP's FROM THE "FLORIDA EROSION AND SEDIMENT CONTROL

INSPECTOR'S MANUAL".

3. THE CONTRACTOR SHALL ADJUST AND REVISE THIS PLAN TO MEET ACTUAL FIELD CONDITIONS. ANY REVISIONS SHALL BE

APPROVED BY THE REVIEWING AGENCIES.

4. SEDIMENT AND EROSION CONTROL FACILITIES, STORM DRAINAGE FACILITIES AND DETENTION BASINS SHALL BE INSTALLED

PRIOR TO ANY OTHER CONSTRUCTION.

5. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL AND REPLACED AS NECESSARY.

6. SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL ALL CONSTRUCTION IS COMPLETE AND

UNTIL A PERMANENT GROUND COVER HAS BEEN ESTABLISHED.

7. ALL OPEN DRAINAGE SWALES SHALL BE GRASSED AND RIPRAP SHALL BE PLACED AS REQUIRED TO CONTROL EROSION.

8. SILT FENCES SHALL BE LOCATED ON SITE TO PREVENT SEDIMENT AND EROSION FROM LEAVING PROJECT LIMITS.

9. CONTRACTOR SHALL PLACE A DOUBLE ROW OF SILT FENCE IN AREAS WHERE RUNOFF FROM DISTURBED AREAS MAY ENTER

WETLANDS.

10. DURING CONSTRUCTION AND AFTER CONSTRUCTION IS COMPLETE, ALL STRUCTURES SHALL BE CLEANED OF ALL DEBRIS

AND EXCESS SEDIMENT.

11. ALL GRADED AREAS SHALL BE STABILIZED IMMEDIATELY WITH A TEMPORARY FAST-GROWING COVER AND/OR MULCH

APPROVED BY TYNDALL AIR FORCE BASE.

12. A PAD OF RUBBLE RIP RAP SHALL BE PLACED AT THE BOTTOM OF ALL COLLECTION FLUMES AND COLLECTION PIPE OUTLETS. GRANITE, LIMESTONE, OR CLEAN BROKEN CONCRETE RIPRAP IS REQUIRED. NO REBAR, OTHER METALS, OR TILE

ON BROKEN CONCRETE WILL BE ACCEPTED.

13. ALL SIDE SLOPES STEEPER THAN 3:1 SHALL BE ADEQUATELY PROTECTED FROM EROSION THROUGH THE USE OF

GEOTEXTILES OR SODDING.

14. ALL STABILIZATION PRACTICES SHALL BE INITIATED AS SOON AS PRACTICABLE IN AREAS OF THE JOB WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY STOPPED, BUT IN NO CASE SHALL THE DISTURBED AREA

BE LEFT UNPROTECTED FOR MORE THAN SEVEN DAYS.

15. ALL WASTE GENERATED ON THE PROJECT SHALL BE DISPOSED OF BY THE CONTRACTOR IN AREAS PROVIDED BY

CONTRACTOR.

16. LOADED HAUL TRUCKS SHALL BE COVERED WITH TARPS.

17. EXCESS DIRT SHALL BE REMOVED DAILY.

18. THIS PROJECT SHALL COMPLY WITH ALL WATER QUALITY STANDARDS.

19. QUALIFIED PERSONNEL SHALL INSPECT THE AREA USED FOR STORAGE OF STOCKPILES, THE SILT FENCE, THE LOCATION WHERE VEHICLES ENTER OR EXIT THE SITE, AND THE DISTURBED AREAS THAT HAVE NOT BEEN FINALLY STABILIZED, AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM OF 0.5 INCHES OR GREATER.

20. SITES THAT HAVE BEEN FINALLY STABILIZED WITH SOD OR GRASSING SHALL BE INSPECTED AT LEAST ONCE EVERY WEEK.

21. ALL NPDES PERMITTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE TO INSURE THAT ALL NEW WORK WILL FIT IN THE MANNER INTENDED ON THE PLANS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND TYNDALL AIR FORCE BASE OF SUCH

DIFFERENCES IMMEDIATELY AND PRIOR TO PROCEEDING WITH THE WORK.

2. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AS SET FORTH BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL

PROTECTION.

3. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION SITE IN A SECURE MANNER. ALL OPEN TRENCHES AND EXCAVATED

AREAS SHALL BE PROTECTED FROM ACCESS BY THE GENERAL PUBLIC.

4. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE

ENGINEER.

5. THE CONTRACTOR SHALL IMPLEMENT ALL COMPONENTS OF THE EROSION AND SEDIMENTATION CONTROL PLAN PRIOR TO ANY EARTH DISTURBING ACTIVITIES. ALL COMPONENTS SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL ALL VEGETATION IS ESTABLISHED, THE ENTIRE PROJECT AREA IS STABILIZED AND THE OWNER HAS ACCEPTED OPERATION AND MAINTENANCE.

6. ALL DISTURBED AREAS NOT SODDED SHALL BE SEEDED WITH A MIXTURE OF LONG-TERM VEGETATION AND QUICK GROWING SHORT-TERM VEGETATION FOR THE FOLLOWING CONDITIONS. FOR THE MONTHS FROM SEPTEMBER THROUGH MARCH, THE MIX SHALL CONSIST OF 70 POUNDS PER ACRE OF LONG-TERM SEED AND 20 POUNDS PER ACRE OF WINTER RYE. FOR THE MONTHS OF APRIL THROUGH AUGUST, THE MIX SHALL CONSIST OF 70 POUNDS PER ACRE OF LONG-TERM SEED AND 20 POUNDS PER

ACRE OF MILLET.

7. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL UTILITIES WITHIN THE PROJECT AREAS.

8. ALL UTILITY CONSTRUCTION SHALL MEET THE TYNDALL AIR FORCE BASE WATER AND WASTEWATER UTILITY STANDARDS.

9. THE CONTRACTOR SHALL WASTE ALL EXCESS EARTH ON SITE AS DIRECTED BY THE ENGINEER.

10. ALL SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TYNDALL AIR FORCE BASE REQUIREMENTS AND REGULATIONS.

11. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS WITHIN PROJECT AREA.

12. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (CURRENT EDITION) AND THE F.D.O.T. DESIGN STANDARDS (CURRENT EDITION), AWWA SPECIFICATIONS, AND

THE TYNDALL AIR FORCE BASE DEVELOPMENT STANDARDS UNLESS OTHERWISE NOTED.

13. IF UNSUITABLE MATERIAL IS ENCOUNTERED DURING GRADING, CONTRACTOR SHALL REMOVE UNSUITABLE MATERIAL TO A

DEPTH OF 24" BELOW FINISHED GRADE WITHIN THE CONSTRUCTION LIMITS.

14. THE CONTRACTOR SHALL NOTIFY TYNDALL AIR FORCE BASE AT LEAST 48 HOURS IN ADVANCE PRIOR TO BEGINNING OF

CONSTRUCTION.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION COMMENCEMENT NOTICE AND NOTIFYING THE

CONTRACTING OFFICER OF THE CONSTRUCTION SCHEDULE.

16. THE DETAIL DRAWINGS SHALL BE CONSIDERED APPROXIMATE FOR CLARITY PURPOSES.

17. ALL DISTANCES ARE EXPRESSED IN FEET AND DECIMAL PARTS THEREOF.

18. ALL WORK ADJACENT TO OR ON EXISTING ROADWAYS SHALL COMPLY WITH CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS FOR TRAFFIC CONTROL AND SAFETY. THE CONTRACTOR SHALL HOLD THE GOVERNMENT

HARMLESS FOR ANY INCIDENT OCCURRING ON OR ADJACENT TO THE PROJECT SITE.

19. CLEARING AND GRUBBING OF TREES AND SHRUBS SHALL BE LIMITED TO THAT WHICH IS ABSOLUTELY REQUIRED FOR NEW

CONSTRUCTION.

20. COORDINATES SHOWN HERON ARE REFERENCED TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA NORTH ZONE, NORTH AMERICAN DATUM OF 1983, AS PROVIDED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

POST (OPTIONS:

2"X4" OR 2 1/2" MIN.

DIA. WOOD; STEEL

1.33LBS/FT. MIN.)

3' OR MORE

15" TO 18"

12" MIN.

6' MAX.

FILTER FABRIC

(IN CONFORMANCE

WITH SEC. 985 F.D.O.T SPEC.)

VERTICAL

SILT FLOW

20°

FILTER FABRIC

POULTRY MESH OR TYPE

A FENCE FILTER FABRIC

PRINCIPLE POST

POSITION (CANTED

20° TOWARD FLOW)

SECTION

ELEVATION

OPTIONAL POST POSITIONS

TYPE III SILT FENCE

N.T.S.

DITCH BOTTOM INLET

TYPE III SILT FENCE

SILT FENCE PROTECTION

AROUND DITCH BOTTOM INLET

NOTE:

DO NOT INSTALL SILT FENCE

IN A MANNER AS TO BLOCK

WATER FLOW ALONG

PERMANENT FLOWING WATER

COURSES. SILT FENCES ARE

TO BE USED AT UPLAND

LOCATIONS AND TURBIDITY

BARRIERS ARE TO BE USED AT

PERMANENT WATER BODIES

' C

K F

E N

21.6

21.5

22.0

22.4

22.1

22.5

23.3

23.0

23.9

22.1

21.7

24.2

22.1

21.8

22.3

22.1

24.3

22.2

21.8

24.3

23.1

21.7

23.4

22.1

23.6

24.0

21.8

23.4

23.3

21.5

24.3

24.6

21.5

23.5

23.4

21.4

24.1

23.2

22.7

23.5

25.0

24.7

24.5

23.9

23.8

24.1

24.3

24.7

24.6

24.3

23.0

23.2

SITE BENCH MARK

13-51-3

FND 5/8" IR

NO ID

EL=20.12', NGVD'29

TBM #2

SET 1/2" IR

NO ID

EL=28.57', NGVD'29

TBM #4

SET 1/2" IRC

#PCP6019

EL=22.50', NGVD'29

TBM #3

SET 1/2" IRC

#PCP6019

EL=23.86', NGVD'29

23.41

22.37

22.27

21.9

21.6

21.9

23.97

23.90

23.92

21.6

21.5

21.8

EXISTING BUILDING

EXISTING

CONTOURS (TYP.)

sheet no.

DATE:

P R

O J E C

T N

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B E R d r a w n b y d e s ig n e d b y c h e c k e d b y t .m a r s h t .m a r s h j .h u s b a n d

R E V

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D A T E

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(8 -3

L B s o u t h e a s t e r n c o n s u l t in g e n g in e e r s in c

E X

G C

O N

AutoCAD SHX Text

8' CHAIN LINK FENCE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BUILDING 1142

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text 72.3'

AutoCAD SHX Text 215.3'

AutoCAD SHX Text 200.7'

AutoCAD SHX Text S 42°22'59" W 453.56'

AutoCAD SHX Text S 66°48'27" E 412.92'

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text SURVEY NOTE: : ELEVATIONS AND CONTOURS SHOWN HEREON ARE TRUE ELEVATIONS BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929.

K F

E N

21.6

21.5

22.0

22.4

22.1

22.5

23.3

23.0

23.9

22.1

21.7

24.2

22.1

21.8

22.3

22.1

24.3

22.2

21.8

24.3

23.1

21.7

23.4

22.1

23.6

24.0

21.8

23.4

23.3

21.5

24.3

24.6

21.5

23.5

23.4

21.4

24.1

23.2

22.7

23.5

25.0

24.7

24.5

23.9

23.8

24.1

24.3

24.7

24.6

24.3

23.0

23.2

SITE BENCH MARK

13-51-3

FND 5/8" IR

NO ID

EL=20.12', NGVD'29

TBM #2

SET 1/2" IR

NO ID

EL=28.57', NGVD'29

TBM #4

SET 1/2" IRC

#PCP6019

EL=22.50', NGVD'29

TBM #3

SET 1/2" IRC

#PCP6019

EL=23.86', NGVD'29

23.41

22.37

22.27

21.9

21.6

21.9

23.97

23.90

23.92

21.6

21.5

21.8

EXISTING BUILDING

EXISTING CONCRETE

TOTAL BASIN AREA

TOTAL IMPERVIOUS AREA

GRASS AREA (GOOD CONDITION)

IMPERVIOUS AREA PERCENTAGE

5,017.51 1,115.10 20,378.53 6,132.61 14,245.92 30.09

EXISTING AREA CONTRIBUTING

TO DRAINAGE BASIN

PROPOSED DRAINAGE

BASIN (UPLANDS

ONLY) = 20,378.53 SF

(0.47 AC)

sheet no.

DATE:

P R

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B E R d r a w n b y d e s ig n e d b y c h e c k e d b y t .m a r s h t .m a r s h j .h u s b a n d

R E V

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D A L L A

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9/12/18

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L B s o u t h e a s t e r n c o n s u l t in g e n g in e e r s in c

D R

A G

E B

A S

A P

AutoCAD SHX Text

8' CHAIN LINK FENCE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BUILDING 1142

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text 72.3'

AutoCAD SHX Text 215.3'

AutoCAD SHX Text 200.7'

AutoCAD SHX Text S 42°22'59" W 453.56'

AutoCAD SHX Text S 66°48'27" E 412.92'

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SURVEY NOTE: : ELEVATIONS AND CONTOURS SHOWN HEREON ARE TRUE ELEVATIONS BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929.

K F

E N

SITE BENCH MARK

13-51-3

FND 5/8" IR

NO ID

EL=20.12', NGVD'29

TBM #2

SET 1/2" IR

NO ID

EL=28.57', NGVD'29

TBM #4

SET 1/2" IRC

#PCP6019

EL=22.50', NGVD'29

TBM #3

SET 1/2" IRC

#PCP6019

EL=23.86', NGVD'29

R 3' (TYP.)

PROPOSED SWMF

(SHEET C4 FOR

ELEVATIONS & DETAILS)

PROPOSED 3' WIDE

CONCRETE WEIR (SEE

DETAIL THIS SHEET)

PROPOSED ±1.5 CU.

YD. RIP RAP 6" TO 8"

DIAMETER RUBBLE

OVER FILTER FABRIC

PROPOSED 10' X

10' ADDITION TO

EXISTING BUILDING

.0 sheet no.

DATE:

P R

O J E C

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B E R d r a w n b y d e s ig n e d b y c h e c k e d b y t .m a r s h t .m a r s h j .h u s b a n d

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D A L L A

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E P

L A N

OUTFALL SWMF

PROFILE

SECTION A

PLAN

12"

OUTFALL 4:1 MAX

WEIR ELEV.: 21.3'

TOP OF SWMF

ELEV.: 21.6'

12" OIL SKIMMER

BOTTOM OF SWMF

ELEV.: 20.0'

ELEV.: 21.0'

SWMF 02

PROPOSED 1.5 CU.

YD. RIP RAP 6" TO 8"

DIAMETER RUBBLE

OVER FILTER FABRIC

TOP OF SWMF

ELEV.: 21.6'

TOP OF WEIR

ELEV.: 21.3'0

0.5'

1.0'

O .5

3000psi

CONCRETE WEIR

#4 TRANS. BARS

@ 24" O.C. (TYP.)

#4 CONT. BARS

@ 18" O.C. (TYP.)

SWMF CONCRETE WEIR DETAIL

N.T.S.

3.0' 1.0'

AutoCAD SHX Text

8' CHAIN LINK FENCE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BUILDING 1142

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text 72.3'

AutoCAD SHX Text 215.3'

AutoCAD SHX Text 200.7'

AutoCAD SHX Text S 42°22'59" W 453.56'

AutoCAD SHX Text S 66°48'27" E 412.92'

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SURVEY NOTE: : ELEVATIONS AND CONTOURS SHOWN HEREON ARE TRUE ELEVATIONS BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929.

K F

E N

21.6

21.5

22.0

22.4

22.1

22.5

23.3

23.0

23.9

22.1

21.7

24.2

22.1

21.8

22.3

22.1

24.3

22.2

21.8

24.3

23.1

21.7

23.4

22.1

23.6

24.0

21.8

23.4

23.3

21.5

24.3

24.6

21.5

23.5

23.4

21.4

24.1

23.2

22.7

23.5

25.0

24.7

24.5

23.9

23.8

24.1

24.3

24.7

24.6

24.3

23.0

23.2

SITE BENCH MARK

13-51-3

FND 5/8" IR

NO ID

EL=20.12', NGVD'29

TBM #2

SET 1/2" IR

NO ID

EL=28.57', NGVD'29

TBM #4

SET 1/2" IRC

#PCP6019

EL=22.50', NGVD'29

TBM #3

SET 1/2" IRC

#PCP6019

EL=23.86', NGVD'29

23.41

22.37

22.27

21.9

21.6

21.9

23.97

23.90

23.92

21.6

21.5

21.8

PROPOSED ±423 LF

TYPE III SILT FENCE

(SEE DETAIL 1-G1)

21.6'

NOTES:

1. THE SIZE OF THE PROPOSED

SWMF MAY REQUIRE TREE

REMOVAL. CONTRACTOR SHALL

REMOVE EXISTING TREES AS

REQUIRED TO ACCOMMODATE

PROPOSED SWMF AS SHOWN.

20.6'

EXISTING BUILDING

SLAB ELEV.: 22.39'

(LOWEST SLAB

ELEVATION PROVIDED

BY SURVEYOR) WEIR ELEV.: 21.3'

21.0'

22.0'

23.0'

24.0'

CONTRACTOR SHALL

MAINTAIN 21'CONTOUR

NORTHEAST IN A

MANNER TO ALLOW

POSITIVE DRAINAGE OF

EXCESS TREATED

STORM WATER RUNOFF

TO LOW-LYING LAND

PROPOSED

BUILDING SLAB

ELEV.: 22.39' (TO

MATCH EXISTING)

FLOW

ARROWS

(TYP.)

20.0' sheet no.

DATE:

P R

O J E C

T N

U M

B E R d r a w n b y d e s ig n e d b y c h e c k e d b y t .m a r s h t .m a r s h j .h u s b a n d

R E V

T Y N

D A L L A

.F .B

T O

R M

W A T E R

9/12/18

F O

R :3 t h C

E N

E E R

S Q

U A D

R O

N T Y N

D A L L A

.F .B

D A T E

B Y

E M

-1

-0 p .o b o x w e w a h it c h k a f l

(8 -3

L B s o u t h e a s t e r n c o n s u l t in g e n g in e e r s in c

G R

A D

R O

N C

O N

T R

O L P

L A N

TOP OF POND

4:1 MAX.4:1 MAX.

ELEV.:

B0TTOM OF POND

ELEV.: 20.0'

WATER TABLE ELEV.: 19.0'

16'-0"

SODDED WITHIN SWMF LIMITS

SWMF DETAIL

N.T.S.

EXISTING

GRADE

21.6'

6:1 MAX.

3'-0"

EXISTING

SLAB ELEV.:

22.39'

AutoCAD SHX Text

8' CHAIN LINK FENCE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BUILDING 1142

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text 72.3'

AutoCAD SHX Text 215.3'

AutoCAD SHX Text 200.7'

AutoCAD SHX Text S 42°22'59" W 453.56'

AutoCAD SHX Text S 66°48'27" E 412.92'

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SURVEY NOTE: : ELEVATIONS AND CONTOURS SHOWN HEREON ARE TRUE ELEVATIONS BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929.

Sheets and Views

Tyndall 1142 Civil DSGN 3-CVR

Tyndall 1142 Civil DSGN 3-G1

Tyndall 1142 Civil DSGN 3-C1

Tyndall 1142 Civil DSGN 3-C2

Tyndall 1142 Civil DSGN 3-C3

Tyndall 1142 Civil DSGN 3-C4

File details come from the government source that posted it. Updated Aug 18, 2021.