Attachment_1_Plans_(Water).pdf

PDF 21 MB Posted Jul 17, 2017

Attached to: Amendment 2 Federal contract opportunity
Solicitation number: FA4877-17-B-0004
Issued by: Department of the Air Force Air Combat Command

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Attachment 1 Plans (water)

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Other files for this federal contract opportunity

Other files attached to Amendment 2, newest first.
File	Type	Posted
Water_-_RFI_govt_response.docx	DOCX document	Aug 2, 2017
DBA_Wage_Determination_AZ19.pdf	PDF	Aug 2, 2017
Amendment_2.docx	DOCX document	Aug 2, 2017
Amendment_01.docx	DOCX document	Aug 1, 2017
Attachment_5_DMAFB_Design_Compatibility_Guidelines_2017.pdf	PDF	Jul 17, 2017
Attachment_2_Specifications_(water).pdf	PDF	Jul 17, 2017
Attchment_4_-_Special_Instructions.docx	DOCX document	Jul 17, 2017
Solicitation.docx	DOCX document	Jul 17, 2017
Attachment_3_Submittal_Register_(Water).xls	XLS spreadsheet	Jul 17, 2017

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ARIZOLA ST

E ARIZONA ST

S t h

E SUNGLOW RD

E COMANCHE ST

S t h

R A

Y C

R O

F T

E GOLF LINKS RD

SHEET NO.

JOB NO.

ISSUE DATE

APPROVED

CHECKED

DESIGNED

DRAWN

SHEET TITLE

JOB TITLE

REVISIONS

M i d l a n d

P a r k w a y

S u m m e r v i l l e

S o u t h

C a r o l i n a

| A

21 4 5

11152K

3-16-2017

DM-AFB, REPAIR

WATER SYSTEMS

PROJECT: FBNV140702C

REPAIR WATER SYSTEMS

DAVIS-MONTHAN AFB,

TUCSON, ARIZONA

BASE LOCATION MAP

NORTH

G-101

SLM

MLJB

TES

JRC

COVER SHEET

1. THE CONTRACTOR WILL IMMEDIATELY CLEAN UP ANY DEBRIS, DIRT OR OTHER MATERIAL SPILLED

ON ANY ROAD, PARKING LOT, ETC APRON CAUSED BY THEIR OPERATION.

2. THE PRIMARY HAUL ROUTE FOR THIS PROJECT IS THROUGH THE SWAN GATE AS SHOWN ON BASE

LOCATION MAP.

HAUL ROUTE NOTES:

CONSTRUCTION NOTES:

PROJECT

LOCATION

(TYP.)

LEGEND

PROJECT LOCATION

SCALE: NOT TO SCALE

1. ALL EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION PER GIS INFORMATION

PROVIDED BY DAVIS MONTHAN AIR FORCE BASE (DMAFB). THE CONTRACTOR TO FIELD VERIFY

THE EXACT LOCATIONS, SIZES, AND DEPTHS OF ALL EXISTING ABOVE & BELOW GROUND

UTILITIES AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR TO

CONTACT ARIZONA BLUESTAKE (AZ811) ALLOWING TWO (2) WORKING DAYS ADVANCE NOTICE IN

ORDER THAT COMMERCIAL UTILITIES CAN BE LOCATED AND MARKED PRIOR TO CONSTRUCTION

SO AS NOT TO IMPEDE CONSTRUCTION PROGRESS. THE CONTRACTOR TO PROVIDE AF FORM

103 TO DMAFB CIVIL ENGINEERING ALLOWING TWENTY-ONE (21) WORKING DAYS ADVANCE

NOTICE FOR ALL OTHER UNDERGROUND UTILITY LOCATIONS.

2. PLEASE ALLOW 10 WORKING DAYS (14 CALENDAR DAYS) NOTICE FOR ALL OUTAGES AND

CLOSURES.

1. EXISTING CONDITIONS SHEETS NOT INCLUDED IN DRAWING SET, SEE ATTACHMENTS IN

SPECIFICATIONS.

2. ALL EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION PER GIS

INFORMATION PROVIDED BY DAVIS MONTHAN AIR FORCE BASE.

3. SURVEY PERFORMED BY POLARIS SURVEYING, AND RECEIVED ON 04-11-16.

4. SEE VF101 FOR SITE AREA LOCATIONS.

5. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER D.M.A.F.B. CONTROL POINTS. THE

COORDINATES SHOWN ARE CALCULATED FROM SAID CONTROL POINTS,

CONVERTED FROM METRIC DATA TO INTERNATIONAL SURVEY FEET.

6. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS D.M.A.F.B. CONTROL POINT "DM18A".

THE ELEVATION OF SAID POINT IS 2615.17', AS CONVERTED TO INTERNATIONAL

SURVEY FEET FROM METRIC DATA.

7. METRIC CONTROL POINT DATA AS PROVIDED BY D.M.A.F.B.

SURVEY NOTES:

FINAL SUBMITTAL - FOR CONSTRUCTION

BASE CIVIL

ENGINEERING

PROJECT

LOCATION

(TYP.)

FIRE DEPARTMENT

BASE CONTRACTING

PROJECT

LOCATION

(TYP.)

CONSTRUCTION ENTRY GATE

CONSTRUCTION HAUL ROUTE

SWAN GATE

GATE OPEN MON-FRI 0600-1800

VISITOR CONTROL CENTER

(PASS AND BADGE OFFICE

OPEN MON-FRI 0700-1600)

CRAYCROFT (MAIN) GATE

(OPEN 24/7)

PROJECT

LOCATION

(TYP.)

PROJECT

LOCATION

(TYP.)

PROJECT

LOCATION

(TYP.)

PROJECT

LOCATION

(TYP.)

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SHEET NO.

JOB NO.

ISSUE DATE

APPROVED

CHECKED

DESIGNED

DRAWN

SHEET TITLE

JOB TITLE

REVISIONS

B d l a n d

P a r k w a y

S u m m e r v i l l e

S o u t h

C a r o l i n a

| A

21 4 5

11152K

3-16-2017

DM-AFB, REPAIR

WATER SYSTEMS

# OF

TOTAL

SHEET

NO.

SHEET TITLE

GENERAL

1 G-101 COVER SHEET

CIVIL

INDEX OF DRAWINGS

CD101 OVERALL CIVIL DEMOLITION & EROSION CONTROL PLAN

G-102

SLM

MLJB

TES

JRC

INDEX SHEET

# OF

TOTAL

SHEET

NO.

SHEET TITLE

CU101 OVERALL CIVIL UTILITY PLAN

CU102 CIVIL UTILITY PLAN - AREA A

CU103 CIVIL UTILITY PLAN - AREA F

CU104 CIVIL UTILITY PLAN - AREA G

CU105 CIVIL UTILITY PLAN - AREA H

CU106 CIVIL UTILITY PLAN - AREA I

CU107 CIVIL UTILITY PLAN - AREA J

CU108 CIVIL UTILITY PLAN - AREA K

CU109 CIVIL UTILITY PLAN - AREA L

CU110 CIVIL UTILITY PLAN - AREA M

CU111 CIVIL UTILITY PLAN - AREA N

CU112 CIVIL UTILITY PLAN - AREA O

CU113 CIVIL UTILITY PLAN - AREA P

CU114 CIVIL UTILITY PLAN - AREA Q

CU115 CIVIL UTILITY PLAN - AREA R

CU116 CIVIL UTILITY PLAN - AREA S

CU117 CIVIL UTILITY PLAN - AREA T

CU118 CIVIL UTILITY PLAN - AREA U

CU119 CIVIL UTILITY PLAN - AREA Z

CU120 CIVIL UTILITY PLAN - AREA AA

CU121 CIVIL UTILITY PLAN - AREA BB

CU122 CIVIL UTILITY PLAN - AREA CC

CU123 CIVIL UTILITY PLAN - AREA DD

CU124 CIVIL UTILITY PLAN - AREA EE

CU125 CIVIL UTILITY PLAN - AREA GG

CU126 CIVIL UTILITY PLAN - AREA HH

C-301 CIVIL WATER LINE PROFILES - LINES 1 & 2

C-302 CIVIL WATER LINE PROFILE - LINE 2

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

C-503 CIVIL DETAILS

C-504 CIVIL DETAILS

C-505 CIVIL DETAILS

CIVIL (CONT,)

CD102 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA A4

CD103 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA F5

CD104 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA G6

CD105 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA H7

CD106 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA I8

CD107 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA J9

CD108 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA K10

CD109 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA L11

CD110 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA M12

CD111 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA N13

CD112 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA O14

CD113 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA P15

CD114 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA Q16

CD115 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA R17

CD116 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA S

CD117 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA T

CD118 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA U

CD119 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA Z21

CD120 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA AA22

CD121 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA BB23

CD122 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA CC24

CD123 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA DD25

CD124 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA EE26

CD125 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA GG27

CD126 CIVIL DEMOLITION & EROSION CONTROL PLAN - AREA HH

CS101 OVERALL CIVIL SITE PLAN29

CS102 CIVIL SITE PLAN - AREA A30

CS103 CIVIL SITE PLAN - AREA F31

CS104 CIVIL SITE PLAN - AREA G32

CS105 CIVIL SITE PLAN - AREA H33

CS106 CIVIL SITE PLAN - AREA I

CP301 FIRST STREET ROAD PROFILE & CROSS SECTIONS

CS107 CIVIL SITE PLAN - AREA J

CS108 CIVIL SITE PLAN - AREA K

CS109 CIVIL SITE PLAN - AREA L

CS110 CIVIL SITE PLAN - AREA M

CS111 CIVIL SITE PLAN - AREA N

CS112 CIVIL SITE PLAN - AREA O

CS113 CIVIL SITE PLAN - AREA P

CS114 CIVIL SITE PLAN - AREA Q

CS115 CIVIL SITE PLAN - AREA R

CS116 CIVIL SITE PLAN - AREA S

CS117 CIVIL SITE PLAN - AREA T

CS118 CIVIL SITE PLAN - AREA U

CS119 CIVIL SITE PLAN - AREA Z

CS120 CIVIL SITE PLAN - AREA AA

CS121 CIVIL SITE PLAN - AREA BB

CS122 CIVIL SITE PLAN - AREA CC

CS123 CIVIL SITE PLAN - AREA DD

CS124 CIVIL SITE PLAN - AREA EE

CS125 CIVIL SITE PLAN - AREA GG

CS126 CIVIL SITE PLAN - AREA HH

2 G-102 INDEX SHEET

# OF

TOTAL

SHEET

NO.

SHEET TITLE

EXISTING CONDITIONS SHEETS

VF101 OVERALL EXISTING TOPOGRAPHIC SURVEY1

VF1022

VF1033

VF1044

VF105

INDEX OF DRAWINGS

VF1066

VF1077

VF1088

VF1099

VF11010

VF11111

VF11212

VF11313

VF11414

VF11515

VF11616

EXISTING TOPOGRAPHIC SURVEY - AREA A

EXISTING TOPOGRAPHIC SURVEY - AREA B

EXISTING TOPOGRAPHIC SURVEY - AREA C

EXISTING TOPOGRAPHIC SURVEY - AREA D

EXISTING TOPOGRAPHIC SURVEY - AREA E

EXISTING TOPOGRAPHIC SURVEY - AREA F

EXISTING TOPOGRAPHIC SURVEY - AREA G

EXISTING TOPOGRAPHIC SURVEY - AREA H

EXISTING TOPOGRAPHIC SURVEY - AREA I

EXISTING TOPOGRAPHIC SURVEY - AREA J

EXISTING TOPOGRAPHIC SURVEY - AREA K

EXISTING TOPOGRAPHIC SURVEY - AREA L

EXISTING TOPOGRAPHIC SURVEY - AREA M

EXISTING TOPOGRAPHIC SURVEY - AREA N

EXISTING TOPOGRAPHIC SURVEY - AREA O

VF117

VF118

VF119

VF120

VF121

VF122

VF123

VF124

VF125

VF126

VF127

VF128

VF129

VF130

VF131

VF132

VF133

VF134

VF135

EXISTING TOPOGRAPHIC SURVEY - AREA P

EXISTING TOPOGRAPHIC SURVEY - AREA Q

EXISTING TOPOGRAPHIC SURVEY - AREA R

EXISTING TOPOGRAPHIC SURVEY - AREA S

EXISTING TOPOGRAPHIC SURVEY - AREA T

EXISTING TOPOGRAPHIC SURVEY - AREA U

EXISTING TOPOGRAPHIC SURVEY - AREA V

EXISTING TOPOGRAPHIC SURVEY - AREA W

EXISTING TOPOGRAPHIC SURVEY - AREA X

EXISTING TOPOGRAPHIC SURVEY - AREA Y

EXISTING TOPOGRAPHIC SURVEY - AREA Z

EXISTING TOPOGRAPHIC SURVEY - AREA AA

EXISTING TOPOGRAPHIC SURVEY - AREA BB

EXISTING TOPOGRAPHIC SURVEY - AREA CC

EXISTING TOPOGRAPHIC SURVEY - AREA DD

EXISTING TOPOGRAPHIC SURVEY - AREA EE

EXISTING TOPOGRAPHIC SURVEY - AREA FF

EXISTING TOPOGRAPHIC SURVEY - AREA GG

EXISTING TOPOGRAPHIC SURVEY - AREA HH

1. EXISTING CONDITIONS SHEETS NOT INCLUDED IN DRAWING SET, SEE

ATTACHMENTS IN SPECIFICATIONS.

NOTE:

APPENDIX A

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1" = 50'

C D

G H

I J

L O

T Y

SANGLOW ROAD

CRAYCROFT ROAD

YUMA STREET

FIRST STREET

SIXTH STREET

COMANCHE STREET

THIRD STREET

IRONWOOD STREET

FIRST STREET

SECOND STREET

FIFTH STREET

ARIZOLA STREET

GRANITE STREET

FLORA STREET

FLIGHTLINE

MAIN GATE

MADERA STREET

KACHINA STREET

S. SEVENTH STREET

EIGHT STREET

SIXTH STREET

NUGGAT STREET

BASEBALL FIELD

JAMMER WAY

TEMPE STREET

QUISOTA ROAD

BOLA STREET

FIFTH STREET

RUNNING TRACK

LIBRE STREET

DURANGO TRACK

GAFORD WAY

SEVENTH STREET

COLUMBIA

DRIVE

FLIGHTLINE

ROAD

PICACHO

STREET

CRAYCROFT

ROAD

SHEET NO.

JOB NO.

ISSUE DATE

APPROVED

CHECKED

DESIGNED

DRAWN

SHEET TITLE

JOB TITLE

REVISIONS

B d l a n d

P a r k w a y

S u m m e r v i l l e

S o u t h

C a r o l i n a

| A

21 4 5

11152K

3-16-2017

DM-AFB, REPAIR

WATER SYSTEMS

VF101

SLM

MLJB

TES

JRC

OVERALL EXISTING

TOPOGRAPHIC

SURVEY

NO. DATE DESCRIPTION

SCALE: NOT TO SCALE

OVERALL EXISTING TOPOGRAPHIC SURVEY

GENERAL NOTES:

1. ALL EXISTING UTILITIES SHOWN PER GIS INFORMATION

PROVIDED BY DAVIS MONTHAN AIR FORCE BASE.

2. SURVEY PERFORMED BY POLARIS SURVEYING AND

RECEIVED ON 04-11-16.

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MATCHLINE - AREA A

MATCHLINE - AREA B

M A

T C

H L I N

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T C

H L I N

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MATCHLINE - AREA A

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M A

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JOB NO.

ISSUE DATE

APPROVED

CHECKED

DESIGNED

DRAWN

SHEET TITLE

JOB TITLE

REVISIONS

B d l a n d

P a r k w a y

S u m m e r v i l l e

S o u t h

C a r o l i n a

| A

21 4 5

11152K

3-16-2017

DM-AFB, REPAIR

WATER SYSTEMS

VF102

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EXISTING

TOPOGRAPHIC

SURVEY - AREA A

NO. DATE DESCRIPTION

SCALE: 1" = 30'

EXISTING TOPOGRAPHIC SURVEY - AREA A

LEGEND:

GENERAL NOTES:

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

1. ALL EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION PER GIS INFORMATION

PROVIDED BY DAVIS MONTHAN AIR FORCE BASE.

2. SURVEY PERFORMED BY POLARIS SURVEYING, AND

RECEIVED ON 04-11-16.

3. SEE VF101 FOR SITE AREA LOCATIONS.

4. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER

D.M.A.F.B. CONTROL POINTS. THE COORDINATES

SHOWN ARE CALCULATED FROM SAID CONTROL

POINTS, CONVERTED FROM METRIC DATA TO

INTERNATIONAL SURVEY FEET.

5. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS

D.M.A.F.B. CONTROL POINT "DM18A". THE ELEVATION

OF SAID POINT IS 2615.17', AS CONVERTED TO

INTERNATIONAL SURVEY FEET FROM METRIC DATA.

6. METRIC CONTROL POINT DATA AS PROVIDED BY

D.M.A.F.B.

EDGE OF ASPHALT

EDGE OF CONCRETE

CONTOUR

UNDERGROUND COMMUNICATION LINE

WATER LINE

SEWER LINE

OVERHEAD ELECTRICAL

CURB & GUTTER

CONCRETE PAVEMENT

BACKFLOW PREVENTER

WATER VALVE

HYDRANT

BOLLARD

SIGN

SEWER MANHOLE

ASPHALT PAVEMENT

STORM DRAIN LINE

FENCE LINE

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RIM= 2593.94' N. INV.= 2585.16' S.E. INV.= 2585.25'

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PAVEMENT RAMP

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MATCHLINE - AREA A

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M A

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M A

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ISSUE DATE

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DESIGNED

DRAWN

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S o u t h

C a r o l i n a

| A

21 4 5

11152K

3-16-2017

DM-AFB, REPAIR

WATER SYSTEMS

VF103

SLM

MLJB

TES

JRC

EXISTING

TOPOGRAPHIC

SURVEY - AREA B

NO. DATE DESCRIPTION

SCALE: 1" = 30'

EXISTING TOPOGRAPHIC SURVEY - AREA B

LEGEND:

EDGE OF ASPHALT

EDGE OF CONCRETE

CONTOUR

WALL

ASPHALT PAVEMENT

STORM DRAIN MANHOLE

WATER VALVE

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

WATER LINE

OVERHEAD ELECTRICAL

FENCE LINE

GENERAL NOTES:

UNDERGROUND COMMUNICATION LINE

CURB & GUTTER

STORM DRAIN LINE

1. ALL EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION PER GIS INFORMATION

PROVIDED BY DAVIS MONTHAN AIR FORCE BASE.

2. SURVEY PERFORMED BY POLARIS SURVEYING, AND

RECEIVED ON 04-11-16.

3. SEE VF101 FOR SITE AREA LOCATIONS.

4. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER

D.M.A.F.B. CONTROL POINTS. THE COORDINATES

SHOWN ARE CALCULATED FROM SAID CONTROL

POINTS, CONVERTED FROM METRIC DATA TO

INTERNATIONAL SURVEY FEET.

5. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS

D.M.A.F.B. CONTROL POINT "DM18A". THE ELEVATION

OF SAID POINT IS 2615.17', AS CONVERTED TO

INTERNATIONAL SURVEY FEET FROM METRIC DATA.

6. METRIC CONTROL POINT DATA AS PROVIDED BY

D.M.A.F.B.

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INV.= 2579.04'

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CURB

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CURB

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8"AC

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T C

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SUNGLOW ROAD

M A

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SHEET NO.

JOB NO.

ISSUE DATE

APPROVED

CHECKED

DESIGNED

DRAWN

SHEET TITLE

JOB TITLE

REVISIONS

B d l a n d

P a r k w a y

S u m m e r v i l l e

S o u t h

C a r o l i n a

| A

21 4 5

11152K

3-16-2017

DM-AFB, REPAIR

WATER SYSTEMS

VF104

SLM

MLJB

TES

JRC

EXISTING

TOPOGRAPHIC

SURVEY - AREA C

NO. DATE DESCRIPTION

SCALE: 1" = 30'

EXISTING TOPOGRAPHIC SURVEY - AREA C

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

SEWER MANHOLE

EDGE OF ASPHALT

EDGE OF CONCRETE

CONTOUR

WATER LINE

SEWER LINE

OVERHEAD ELECTRICAL

CURB & GUTTER

FENCE LINE

LEGEND:

GENERAL NOTES:

1. ALL EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION PER GIS INFORMATION

PROVIDED BY DAVIS MONTHAN AIR FORCE BASE.

2. SURVEY PERFORMED BY POLARIS SURVEYING, AND

RECEIVED ON 04-11-16.

3. SEE VF101 FOR SITE AREA LOCATIONS.

4. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER

D.M.A.F.B. CONTROL POINTS. THE COORDINATES

SHOWN ARE CALCULATED FROM SAID CONTROL

POINTS, CONVERTED FROM METRIC DATA TO

INTERNATIONAL SURVEY FEET.

5. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS

D.M.A.F.B. CONTROL POINT "DM18A". THE ELEVATION

OF SAID POINT IS 2615.17', AS CONVERTED TO

INTERNATIONAL SURVEY FEET FROM METRIC DATA.

6. METRIC CONTROL POINT DATA AS PROVIDED BY

D.M.A.F.B.

AutoCAD SHX Text

RIM= 2596.75' N. INV.= 2587.47' S.E. INV.= 2587.54'

AutoCAD SHX Text S

AutoCAD SHX Text

6" CONC. PIPE

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 60952

AutoCAD SHX Text

THOMAS E.

AutoCAD SHX Text

STELLING JR.

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text Z

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text S

T C

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M A

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SUNGLOW ROAD

M A

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M A

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H L I N

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M A

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H L I N

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SHEET NO.

JOB NO.

ISSUE DATE

APPROVED

CHECKED

DESIGNED

DRAWN

SHEET TITLE

JOB TITLE

REVISIONS

B d l a n d

P a r k w a y

S u m m e r v i l l e

S o u t h

C a r o l i n a

| A

21 4 5

11152K

3-16-2017

DM-AFB, REPAIR

WATER SYSTEMS

VF105

SLM

MLJB

TES

JRC

EXISTING

TOPOGRAPHIC

SURVEY - AREA D

NO. DATE DESCRIPTION

SCALE: 1" = 30'

EXISTING TOPOGRAPHIC SURVEY - AREA D

LEGEND:

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

EDGE OF ASPHALT

EDGE OF CONCRETE

CONTOUR

WATER LINE

SEWER LINE

OVERHEAD ELECTRICAL

FENCE LINE

ASPHALT PAVEMENT

GENERAL NOTES:

1. ALL EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION PER GIS INFORMATION

PROVIDED BY DAVIS MONTHAN AIR FORCE BASE.

2. SURVEY PERFORMED BY POLARIS SURVEYING, AND

RECEIVED ON 04-11-16.

3. SEE VF101 FOR SITE AREA LOCATIONS.

4. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER

D.M.A.F.B. CONTROL POINTS. THE COORDINATES

SHOWN ARE CALCULATED FROM SAID CONTROL

POINTS, CONVERTED FROM METRIC DATA TO

INTERNATIONAL SURVEY FEET.

5. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS

D.M.A.F.B. CONTROL POINT "DM18A". THE ELEVATION

OF SAID POINT IS 2615.17', AS CONVERTED TO

INTERNATIONAL SURVEY FEET FROM METRIC DATA.

6. METRIC CONTROL POINT DATA AS PROVIDED BY

D.M.A.F.B.

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text 60952

AutoCAD SHX Text

THOMAS E.

AutoCAD SHX Text

STELLING JR.

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text Z

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

T C

H L I N

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M A

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H L I N

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SUNGLOW ROAD

FLIGHTLINE

M A

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H L I N

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M A

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H L I N

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SHEET NO.

JOB NO.

ISSUE DATE

APPROVED

CHECKED

DESIGNED

DRAWN

SHEET TITLE

JOB TITLE

REVISIONS

B d l a n d

P a r k w a y

S u m m e r v i l l e

S o u t h

C a r o l i n a

| A

21 4 5

11152K

3-16-2017

DM-AFB, REPAIR

WATER SYSTEMS

VF106

SLM

MLJB

TES

JRC

EXISTING

TOPOGRAPHIC

SURVEY - AREA E

NO. DATE DESCRIPTION

SCALE: 1" = 30'

EXISTING TOPOGRAPHIC SURVEY - AREA E

LEGEND:

CURB & GUTTER

NATURAL GAS LINE

WALL

CONCRETE PAVEMENT

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

ASPHALT PAVEMENT

GAS METER

GAS VALVE

WATER VALVE

SIGN

ELECTRICAL TRANSFORMER

COMMUNICATION STRUCTURE

GENERAL NOTES:

EDGE OF ASPHALT

EDGE OF CONCRETE

CONTOUR

UNDERGROUND COMMUNICATION LINE

WATER LINE

OVERHEAD ELECTRICAL

FENCE LINE

1. ALL EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION PER GIS INFORMATION

PROVIDED BY DAVIS MONTHAN AIR FORCE BASE.

2. SURVEY PERFORMED BY POLARIS SURVEYING, AND

RECEIVED ON 04-11-16.

3. SEE VF101 FOR SITE AREA LOCATIONS.

4. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER

D.M.A.F.B. CONTROL POINTS. THE COORDINATES

SHOWN ARE CALCULATED FROM SAID CONTROL

POINTS, CONVERTED FROM METRIC DATA TO

INTERNATIONAL SURVEY FEET.

5. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS

D.M.A.F.B. CONTROL POINT "DM18A". THE ELEVATION

OF SAID POINT IS 2615.17', AS CONVERTED TO

INTERNATIONAL SURVEY FEET FROM METRIC DATA.

6. METRIC CONTROL POINT DATA AS PROVIDED BY

D.M.A.F.B.

AutoCAD SHX Text G

AutoCAD SHX Text C

AutoCAD SHX Text G

AutoCAD SHX Text 6.5"

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CURB

AutoCAD SHX Text W

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text

8"AC

AutoCAD SHX Text 8"

AutoCAD SHX Text

8"AC

AutoCAD SHX Text 60952

AutoCAD SHX Text

THOMAS E.

AutoCAD SHX Text

STELLING JR.

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text Z

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text W

AutoCAD SHX Text C

MATCHLINE - AREA F

MATCHLINE - AREA G

MATCHLINE - AREA F

MATCHLINE - AREA H

ARIZOLA STREET

BOLA STREET

F I R

E E

S E

C O

E E

FLIGHTLINE

BLDG.

MATCHLINE - AREA F

MATCHLINE - AREA G

MATCHLINE - AREA F

MATCHLINE - AREA H

SHEET NO.

JOB NO.

ISSUE DATE

APPROVED

CHECKED

DESIGNED

DRAWN

SHEET TITLE

JOB TITLE

REVISIONS

B d l a n d

P a r k w a y

S u m m e r v i l l e

S o u t h

C a r o l i n a

| A

21 4 5

11152K

3-16-2017

DM-AFB, REPAIR

WATER SYSTEMS

VF107

SLM

MLJB

TES

JRC

EXISTING

TOPOGRAPHIC

SURVEY - AREA F

NO. DATE DESCRIPTION

SCALE: 1" = 30'

EXISTING TOPOGRAPHIC SURVEY - AREA F

LEGEND:

BUILDING OUTLINE

UNDERGROUND COMMUNICATION LINE

WATER LINE

SEWER LINE

OVERHEAD ELECTRICAL

CURB & GUTTER

NATURAL GAS LINE

CENTERLINE

WALL

CONCRETE PAVEMENT

ASPHALT PAVEMENT

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

GAS METER

GAS VALVE

WATER VALVE

BOLLARD

SIGN

SEWER MANHOLE

COMMUNICATION STRUCTURE

BACKFLOW PREVENTER

HYDRANT

FIRE DEPARTMENT CONNECTION

TRAFFIC CONTROL STRUCTURE

UNKNOWN UTILITY STRUCTURE

LIGHT POLE

UNKNOWN STRUCTURE

CLEANOUT

FENCE LINE

STORM DRAIN LINE

EDGE OF ASPHALT

EDGE OF CONCRETE

CONTOUR

LIGHTING STRUCTURE W/ BOLLARDS

GENERAL NOTES:

1. ALL EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION PER GIS INFORMATION

PROVIDED BY DAVIS MONTHAN AIR FORCE BASE.

2. SURVEY PERFORMED BY POLARIS SURVEYING, AND

RECEIVED ON 04-11-16.

3. SEE VF101 FOR SITE AREA LOCATIONS.

4. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER

D.M.A.F.B. CONTROL POINTS. THE COORDINATES

SHOWN ARE CALCULATED FROM SAID CONTROL

POINTS, CONVERTED FROM METRIC DATA TO

INTERNATIONAL SURVEY FEET.

5. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS

D.M.A.F.B. CONTROL POINT "DM18A". THE ELEVATION

OF SAID POINT IS 2615.17', AS CONVERTED TO

INTERNATIONAL SURVEY FEET FROM METRIC DATA.

6. METRIC CONTROL POINT DATA AS PROVIDED BY

D.M.A.F.B.

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text ss

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text

FDC

AutoCAD SHX Text

RIM= 2604.51' NW. INV.= 2594.00' SE. INV.= 2594.11'

AutoCAD SHX Text

RIM= 2604.41' NW. INV.= 2594.01' SE. INV.= 2594.11' SW. INV.= 2594.55'

AutoCAD SHX Text

RIM= 2604.68' NE. INV.= 2592.21' SW. INV.= 2595.38'

AutoCAD SHX Text

RIM= 2607.95' E. INV.= 2597.25' S. INV.= 2597.34' W. INV.= 2597.20'

AutoCAD SHX Text

RIM= 2608.48' N. INV.= 2598.96' E. INV.= 2599.11' S. INV.= 2599.08'

AutoCAD SHX Text

RIM= 2605.30' N. INV.= 2596.20' E. INV.= 2596.28' S. INV.= 2596.22'

AutoCAD SHX Text RIM= 2607.56' N. INV.= 2602.22' E. INV.= 2601.98' S. INV.= 2601.72' W. INV.= 2601.50'

AutoCAD SHX Text

48" VALLEY GUTTER

AutoCAD SHX Text U

AutoCAD SHX Text MAIN HORIZONTAL CONTROL POINT FOR THIS PROJECT: "DM5B" DESCRIBED AS A PK NAIL WITH ALUM. DISK

AutoCAD SHX Text N:11683794.13

AutoCAD SHX Text

EL:2603.16

AutoCAD SHX Text E:1675904.98

AutoCAD SHX Text N:11683779.08

AutoCAD SHX Text E:1675919.04

AutoCAD SHX Text

"RLS 29873"

AutoCAD SHX Text

EL:2603.07

AutoCAD SHX Text 20.59'

AutoCAD SHX Text N 43%%d03'07" W

AutoCAD SHX Text

4X CROSS-OUT NAILS W/ NO MONUMENT

AutoCAD SHX Text

LID

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

RIM= 2604.60' NW. INV.= 2594.37' E. INV.= 2594.62' S. INV.= 2594.52'

AutoCAD SHX Text

RIM= 2604.70'

AutoCAD SHX Text

RIM= 2605.21'

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2.5"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 8"

AutoCAD SHX Text 2"

AutoCAD SHX Text 60952

AutoCAD SHX Text

THOMAS E.

AutoCAD SHX Text

STELLING JR.

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text Z

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text ss

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text

FDC

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text

MATCHLINE - AREA F

MATCHLINE - AREA G

MATCHLINE - AREA I

M A

T C

H L I N

R E

M A

T C

H L I N

R E

F I R

E E

COMANCHE

STREET

FLIGHTLINE

BLDG.

TEMP

BLDG.

MATCHLINE - AREA F

MATCHLINE - AREA G

MATCHLINE - AREA I

M A

T C

H L I N

R E

M A

T C

H L I N

R E

SHEET NO.

JOB NO.

ISSUE DATE

APPROVED

CHECKED

DESIGNED

DRAWN

SHEET TITLE

JOB TITLE

REVISIONS

B d l a n d

P a r k w a y

S u m m e r v i l l e

S o u t h

C a r o l i n a

| A

21 4 5

11152K

3-16-2017

DM-AFB, REPAIR

WATER SYSTEMS

VF108

SLM

MLJB

TES

JRC

EXISTING

TOPOGRAPHIC

SURVEY - AREA G

NO. DATE DESCRIPTION

SCALE: 1" = 30'

EXISTING TOPOGRAPHIC SURVEY - AREA G

LEGEND:

BUILDING OUTLINE

UNDERGROUND COMMUNICATION LINE

WATER LINE

SEWER LINE

OVERHEAD ELECTRICAL

CURB & GUTTER

NATURAL GAS LINE

CENTERLINE

WALL

CONCRETE PAVEMENT

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

ASPHALT PAVEMENT

GAS METER

WATER VAVLE

BOLLARD

SIGN

SEWER MANHOLE

ELECTRICAL TRANSFORMER

COMMUNICATION STRUCTURE

HYDRANT

FIRE DEPARTMENT CONNECTION

ELECTRICAL STRUCTURE

TRAFFIC CONTROL STRUCTURE

UNKNOWN UTILITY STRUCTURE

LIGHTING STRUCTURE W/ BOLLARDS

LIGHT POLE

UNKNOWN STRUCTURE

CLEANOUT

POWER POLE

STORM DRAIN LINE

EDGE OF ASPHALT

EDGE OF CONCRETE

CONTOUR

FENCE LINE

GENERAL NOTES:

1. ALL EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION PER GIS INFORMATION

PROVIDED BY DAVIS MONTHAN AIR FORCE BASE.

2. SURVEY PERFORMED BY POLARIS SURVEYING, AND

RECEIVED ON 04-11-16.

3. SEE VF101 FOR SITE AREA LOCATIONS.

4. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER

D.M.A.F.B. CONTROL POINTS. THE COORDINATES

SHOWN ARE CALCULATED FROM SAID CONTROL

POINTS, CONVERTED FROM METRIC DATA TO

INTERNATIONAL SURVEY FEET.

5. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS

D.M.A.F.B. CONTROL POINT "DM18A". THE ELEVATION

OF SAID POINT IS 2615.17', AS CONVERTED TO

INTERNATIONAL SURVEY FEET FROM METRIC DATA.

6. METRIC CONTROL POINT DATA AS PROVIDED BY

D.M.A.F.B.

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text G

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text ss

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text ss

AutoCAD SHX Text

FDC

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

SMH UNDER TEMP. BUILDING

AutoCAD SHX Text

RIM= 2606.02' N. INV.= 2597.12' S. INV.= 2597.22' W. INV.= 2597.66'

AutoCAD SHX Text

RIM= 2607.80' N. INV.= 2597.80' E. INV.= 2597.94' S. INV.= 2597.87'

AutoCAD SHX Text S

AutoCAD SHX Text 2.8'D

AutoCAD SHX Text E

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

48" VALLEY GUTTER

AutoCAD SHX Text

GUY

AutoCAD SHX Text S 01%%d14'02" E

AutoCAD SHX Text 726.23'

AutoCAD SHX Text N:11683053.02

AutoCAD SHX Text

EL:2606.85

AutoCAD SHX Text E:1675934.68

AutoCAD SHX Text

W/ PUNCH ONLY

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

RIM= 2604.79'

AutoCAD SHX Text

RIM= 2606.32'

AutoCAD SHX Text W

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text T

AutoCAD SHX Text 60952

AutoCAD SHX Text

THOMAS E.

AutoCAD SHX Text

STELLING JR.

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text Z

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text ss

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text

FDC

AutoCAD SHX Text E

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text

MATCHLINE - AREA H

MATCHLINE - AREA J

MATCHLINE - AREA F

MATCHLINE - AREA H

M A

T C

H L I N

R E

M A

T C

H L I N

R E

COMANCHE STREET

S E

C O

E E

COMANCHE

COMANCHE STREET

T H

I R

T R

E E

BLDG.

MATCHLINE - AREA H

MATCHLINE - AREA J

MATCHLINE - AREA F

MATCHLINE - AREA H

M A

T C

H L I N

R E

M A

T C

H L I N

R E

SHEET NO.

JOB NO.

ISSUE DATE

APPROVED

CHECKED

DESIGNED

DRAWN

SHEET TITLE

JOB TITLE

REVISIONS

B d l a n d

P a r k w a y

S u m m e r v i l l e

S o u t h

C a r o l i n a

| A

21 4 5

11152K

3-16-2017

DM-AFB, REPAIR

WATER SYSTEMS

VF109

SLM

MLJB

TES

JRC

EXISTING

TOPOGRAPHIC

SURVEY - AREA H

NO. DATE DESCRIPTION

LEGEND:

BUILDING OUTLINE

UNDERGROUND COMMUNICATION LINE

WATER LINE

SEWER LINE

OVERHEAD ELECTRICAL

CURB & GUTTER

NATURAL GAS LINE

CONCRETE PAVEMENT

SEWER MANHOLE

WATER VALVE

HYDRANT

LIGHT POLE

BOLLARD

SIGN

SCALE: 1" = 30'

EXISTING TOPOGRAPHIC SURVEY - AREA H

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

ASPHALT PAVEMENT

GENERAL NOTES:

EDGE OF ASPHALT

EDGE OF CONCRETE

CONTOUR

1. ALL EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION PER GIS INFORMATION

PROVIDED BY DAVIS MONTHAN AIR FORCE BASE.

2. SURVEY PERFORMED BY POLARIS SURVEYING, AND

RECEIVED ON 04-11-16.

3. SEE VF101 FOR SITE AREA LOCATIONS.

4. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER

D.M.A.F.B. CONTROL POINTS. THE COORDINATES

SHOWN ARE CALCULATED FROM SAID CONTROL

POINTS, CONVERTED FROM METRIC DATA TO

INTERNATIONAL SURVEY FEET.

5. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS

D.M.A.F.B. CONTROL POINT "DM18A". THE ELEVATION

OF SAID POINT IS 2615.17', AS CONVERTED TO

INTERNATIONAL SURVEY FEET FROM METRIC DATA.

6. METRIC CONTROL POINT DATA AS PROVIDED BY

D.M.A.F.B.

AutoCAD SHX Text S

AutoCAD SHX Text RIM= 2610.23' N. INV.= 2600.99' E. INV.= 2601.11' S. INV.= 2601.13' W. INV.= 2592.23'

AutoCAD SHX Text

RIM= 2608.34' N. INV.= 2603.54' W. INV.= 2603.24'

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 60952

AutoCAD SHX Text

THOMAS E.

AutoCAD SHX Text

STELLING JR.

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text T

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MATCHLINE - AREA I

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M A

T C

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R E

M A

T C

H L I N

R E

F I R

E E

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B L D

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SHEET NO.

JOB NO.

ISSUE DATE

APPROVED

CHECKED

DESIGNED

DRAWN

SHEET TITLE

JOB TITLE

REVISIONS

B d l a n d

P a r k w a y

S u m m e r v i l l e

S o u t h

C a r o l i n a

| A

21 4 5

11152K

3-16-2017

DM-AFB, REPAIR

WATER SYSTEMS

VF110

SLM

MLJB

TES

JRC

EXISTING

TOPOGRAPHIC

SURVEY - AREA I

NO. DATE DESCRIPTION

LEGEND:

BUILDING OUTLINE

UNDERGROUND COMMUNICATION LINE

WATER LINE

SEWER LINE

OVERHEAD ELECTRICAL

CURB & GUTTER

NATURAL GAS LINE

CENTERLINE

WALL

CONCRETE PAVEMENT

SCALE: 1" = 30'

EXISTING TOPOGRAPHIC SURVEY - AREA I

ASPHALT PAVEMENT

GAS METER

GAS VALVE

WATER METER

WATER VALVE

BOLLARD

SIGN

SEWER MANHOLE

ELECTRICAL TRANSFORMER

COMMUNICATION STRUCTURE

HYDRANT

FIRE DEPARTMENT CONNECTION

A/C UNIT

ELECTRICAL STRUCTURE

UNKNOWN UTILITY STRUCTURE

CLEANOUT

POWER POLE

GRAPHIC SCALE

30'

SCALE: 1" = 30'

0 30' 60'

STORM DRAIN LINE

GENERAL NOTES:

EDGE OF ASPHALT

EDGE OF CONCRETE

CONTOUR

UNDERGROUND ELECTRICAL

FENCE LINE

1. ALL EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION PER GIS INFORMATION

PROVIDED BY DAVIS MONTHAN AIR FORCE BASE.

2. SURVEY PERFORMED BY POLARIS SURVEYING, AND

RECEIVED ON 04-11-16.

3. SEE VF101 FOR SITE AREA LOCATIONS.

4. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER

D.M.A.F.B. CONTROL POINTS. THE COORDINATES

SHOWN ARE CALCULATED FROM SAID CONTROL

POINTS, CONVERTED FROM METRIC DATA TO

INTERNATIONAL SURVEY FEET.

5. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS

D.M.A.F.B. CONTROL POINT "DM18A". THE ELEVATION

OF SAID POINT IS 2615.17', AS CONVERTED TO

INTERNATIONAL SURVEY FEET FROM METRIC DATA.

6. METRIC CONTROL POINT DATA AS PROVIDED BY

D.M.A.F.B.

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RIM= 2607.91' N. INV.= 2599.86' S. INV.= 2599.89'

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RIM= 2606.69' E. INV.= 2600.82' SW. INV.= 2600.97' NW. INV.= 2600.81'

AutoCAD SHX Text RIM= 2608.36' N. INV.= 2599.78' E. INV.= 2599.82' S. INV.= 2599.83' SW. INV.= 2599.94'

AutoCAD SHX Text RIM= 2610.57' N. INV.= 2601.53' E. INV.= 2601.78' S. INV.= 2601.68' W. INV. 2"= 2607.95'

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2.5" PIPE

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FFE= 2606.17'

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FFE= 2606.93'

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FFE= 2607.03'

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GRATE= 2607.75' INV= 2605.80'

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4X CROSS-OUT NAILS W/ NO MONUMENT

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File details come from the government source that posted it. Updated Nov 14, 2017.