DATE

APPROVED

SAFETY

COMMUNICATIONS

BIO-ENVIRONMENTAL

AE PM

ENVIRONMENTAL

PROGRAMS

OFFICE

AFA PM

FIRE DEPARTMENT

OPERATIONS

CUSTOMER

SIGNATURE

COORDINATION

ENGINEERING

USING AGENCY/

ATOSECURITY FORCES/

100% FORCONSTRUCTION

PROJECT LOCATION: POTABLEWATERLINE REPLACEMENTSTADIUM BOULEVARD

= ACCESS ROUTESCALE:1"=2000'-0"

0 2000'2000' 1000'

DESIGN DRAWINGSFOR

REPAIR WATERMAIN, TRI INTERSECTION TOSTADIUM BOULEVARD

ACCESS ROADSOUTHGATE BLVD/STADIUM BLVD

INDEX OF SHEETSSHEET

NO.DWGNO. DRAWING TITLE

1 GC001 COVER SHEET AND INDEX SHEET2 GC002 SHEET LAYOUT PLAN AND GENERAL NOTES3 GC003 ABBREVIATIONS AND LEGEND4 VF104 SURVEY CONTROL PLAN5 C-105 CIVIL TRAFFIC CONTROL PLAN6 CU106 STADIUM BLVD WATERLINE PLAN AND PROFILE, 1 OF 7

7 CU107 STADIUM BLVD WATERLINE PLAN AND PROFILE, 2 OF 7

8 CU108 STADIUM BLVD WATERLINE PLAN AND PROFILE, 3 OF 7

9 CU109 STADIUM BLVD WATERLINE PLAN AND PROFILE, 4 OF 7

10 CU110 STADIUM BLVD WATERLINE PLAN AND PROFILE, 5 OF 7

11 CU111 STADIUM BLVD WATERLINE PLAN AND PROFILE, 6 OF 7

12 CU112 STADIUM BLVD WATERLINE PLAN AND PROFILE, 7 OF 7

13 CU513 WATERLINE DETAILS, 1 OF 4

14 CU514 WATERLINE DETAILS, 2 OF 4

15 CU515 WATERLINE DETAILS, 3 OF 4

16 CU516 WATERLINE DETAILS, 4 OF 4

17 CG117 EROSION & SEDIMENT CONTROL PLAN, 1 OF 3

18 CG118 EROSION & SEDIMENT CONTROL PLAN, 2 OF 3

19 CG119 EROSION & SEDIMENT CONTROL PLAN, 3 OF 3

20 CG520 EROSION & SEDIMENT CONTROL DETAILS, 1 OF 221 CG521 EROSION & SEDIMENT CONTROL DETAILS, 2 OF 2

SheetID

Sheet

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1OTH CIVIL ENGINEER SQUADRONU.S. AIR FORCE ACADEMY, COLORADO

2315 BRIARGATEPARKWAY, SUITE 150COLORADO SPRINGS

COLORADO 80920

ST

AD

IUM

BO

ULE

VA

RD

WA

TE

RLI

NE

RE

PLA

CE

ME

NT

XQ

PZ

06-

2002

24 F

EB

14

M. E

SS

IGM

AN

N

06-2

002^

1047

0^G

C00

1CO

VB.

dwg

N. W

ALK

ER

1"=2

000'

-0" S

. REI

SH

J.C

OO

K

D.N

EIL

L

E. L

0WE

LL

CO

VE

R S

HE

ET

AN

D IN

DEX

SH

EET

CONTRACTOR STAGINGAREA

FIRE PROTECTION NOTES:

GENERAL NOTES:

ENVIRONMENTAL NOTES:

100% FORCONSTRUCTION

WATER PIPE MATERIAL:

INSTALLATION:

CLEANING, TESTING AND DISINFECTION:

AFA PROJECT NOTES:

SHEET LAYOUT PLAN

CU106

CU107

CU108

CU109

CU110

CU111

CU112

WWTPWATERLINE(NOT INCONTRACTSEE WWTPPLAN SET)

MONUMENTCREEK CROSSINGNON-POTABLEWATERLINE(NOT INCONTRACTSEE MONUMENTCREEK CROSSINGPLAN SET)

PROPOSEDPOTABLEWATER LINE

SheetID

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1OTH CIVIL ENGINEER SQUADRONU.S. AIR FORCE ACADEMY, COLORADO

2315 BRIARGATEPARKWAY, SUITE 150COLORADO SPRINGS

COLORADO 80920

ST

AD

IUM

BO

ULE

VA

RD

WA

TE

RLI

NE

RE

PLA

CE

ME

NT

XQ

PZ

06-

2002

24 F

EB

14

M. E

SS

IGM

AN

N

06-2

002^

1047

0^G

C00

2NT2

B.d

wg

N. W

ALK

ER

1"=5

00'-0

"

S. R

EISH

J.C

OO

K

D.N

EIL

L

E. L

0WE

LL

SH

EE

T LA

YO

UT

PLA

N A

ND

GE

NE

RA

L N

OTE

S

100% FORCONSTRUCTION

ACCESS ROUTE

LEGEND:

PBMPI

PRESSPROP.

PSIPOTPOEPVCPVI

PRCRADRAMRCP

RDCRREQD

RFROWSEC

SHSLP

SSSIG

SSE

SPECSPECD

SWSTD, ST

STLSD

STATANTBM

TCTDHTELTHKTOSTYPUGEUNO

USACEUSAFA

VVBVC

VERTVCPVPTWLW

W/WTR

SURVEY MONUMENT NAME IN VICINITY OF PROJECTPOINT OF INTERSECTIONPRESSUREPROPERTYPOUNDS PER SQUARE INCHPOTABLEPOINT OF ENDPOLYVINYL CHLORIDE PLASTICPOINT OF VERTICAL INTERSECTIONPOINT OF REVERSE CURVATURERADIUSSURVEY MONUMENT NAME IN VICINITY OF PROJECTREINFORCED CONCRETE PIPEREDUCERREQUIREDREINFORCINGRIGHT OF WAYSECONDARY, SECTIONSHEETSLOPESANITARY SEWER LINESIGNALSOUTHSOUTHEASTSPECIFICATIONSSPECIFIEDSOUTHWESTSTANDARDSTEELSTORM DRAIN LINESTATIONTANGENTSURVEY MONUMENT NAME IN VICINITY OF PROJECTTOP OF CURBTOTAL DYNAMIC HEADTELEPHONE LINETHICKTOP OF STRUCTURETYPICALUNDERGROUND ELECTRIC LINEUNLESS NOTED OTHERWISEUNITED STATES ARMY CORPS OF ENGINEERSUNITED STATES AIR FORCE ACADEMYVENT, VOLTVALVE BOXVERTICAL CURVEVERTICALVERIFIED CLAY PIPEVERTICAL POINT OF TANGENCYWATER LINEWEST, WIDE FLANGE (BEAM)WITHWATER

ABVACPACI

ADDLADJ

ALTNASTM

&APVD

APPROXARV

@ASCEAUTO

AVGAWWA

BFBLW

BMB.O.BOT

BPBTWN

BVCBC

CCCI

CIPCL℄

CMPCO

CONCCONNCONT

CONSTCP

COORDCOR

CPLGCSP

C TO CCTN'DCTRD

CTRCV

°DESC

Ø - DIADI

DIMDIMJDIRDIP

DWGEA

EE:

EFELB

ELECT, ELECEL - ELEV

EPEOC

EQ, EQLEXIST, EXST

EXTFC

FCAFES

ABOVEASPHALTIC CONCRETE PAVEMENTAMERICAN CONCRETE INSTITUTEADDITIONALADJUSTABLEALTERNATEAMERICAN SOCIETY FOR TESTING & MATERIALSANDAPPROVEDAPPROXIMATEAIR RELIEF VALVEATAMERICAN SOCIETY OF CIVIL ENGINEERSAUTOMATICAVERAGEAMERICAN WATER WORKS ASSOCIATIONBLIND FLANGEBELOWBENCH MARKBOTTOM OFBOTTOMBEGINNING POINTBETWEENBALL VALVE, BUTTERFLY VALVECONCRETE BOX CULVERTCENTER OF CURVATURECAST IRONCAST IRON PIPECLEARCENTERLINECORRUGATED METAL PIPECLEANOUTCONCRETECONNECTIONCONTINUOUSCONSTRUCTIONCONTROL POINTCOORDINATIONCONTRACTING OFFICER'S REPRESENTATIVECOUPLINGCORRUGATED STEEL PIPECENTER TO CENTERCONTINUEDCENTEREDCENTERCHECK VALVEDEGREESDESCRIPTIONDIAMETERDROP INLETDIAMETERDUCTILE IRON MECJANICAL JOINTDIRECTIONDUCTILE IRON PIPEDRAWINGEACHEASTEASTINGEACH FACEELBOWELECTRIC, ELECTRICALELEVATIONEND POINTEDGE OF CONCEQUALEXISTINGEXTENSIONFLEXIBLE COUPLINGFLANGED COUPLING ADAPTERFLARED END SECTION

SECTION NUMBER

SECTIONSHEET ID

DETAIL BUBBLE:

XX-XXX

DETAIL NUMBER

DETAIL SHEET ID WHEREDETAIL IS DRAWN

XXXXXXXXXXX

DETAIL SHEET ID WHEREDETAILS IS CALLED OUT

SECTION BUBBLE:

EXISTING IRRIGATION PIT

EXISTING WATER VALVE

EXISTING WATER MANHOLE

EXISTING SANITARY MANHOLE

EXISTING ELECTRIC MANHOLE

EXISTING LIGHT POLE

EXISTING FIRE HYDRANT

EXISTING SIGN

SURVEY CONTROL MONUMENT

WATER SURFACE

EXST TREE, SHRUB OR GROVE

EXST WATER PRESSUREREDUCING STATION

BH-1, BORE HOLE LOCATION

3A, POTHOLE LOCATION

EXISTING POTABLE WATER LINE/SERVICE (APPROXIMATE UNDERGROUND LOCATION)

PROPOSED POTABLE WATER LINE/SERVICE

EXISTING UNDERGROUND NON-POTABLE WATER (APPROXIMATE LOCATION)

PROPOSED UNDERGROUND NON-POTABLE WATER

EXISTING UNDERGROUND ELECTRIC (APPROXIMATE LOCATION)

EXISTING UNDERGROUND GAS MAIN/SERVICE (APPROXIMATE UNDERGROUND LOCATION)

EXISTING SANITARY SEWER MAIN/SERVICE (APPROXIMATE UNDERGROUND LOCATION)

EXISTING STORM CULVERT MAIN/SERVICE (APPROXIMATE UNDERGROUND LOCATION)

EXISTING UNDERGROUND COMMUNICATION LINE

•glm - LOCATED "PAINT MARK" OR "PIN FLAG" EVIDENCE FOR GAS LINE

•wlm - LOCATED "PAINT MARK" OR "PIN FLAG" EVIDENCE FOR WATER LINE

•elm - LOCATED "PAINT MARK" OR "PIN FLAG" EVIDENCE FOR ELECTRIC LINE

•fom - LOCATED "PAINT MARK" OR "PIN FLAG" EVIDENCE FOR FIBER OPTIC LINE

LIMITS OF DISTURBANCE

FGFIG

FIN, FNSHFO

FLGFLFT

GALGALSGPDGPHGPM

GRNDGV

GVLHDD

HDPEHPT

HORIZIDIN.

INVIRRI.F.JTLFLP

LPTLRLT

MHMAXMFRMGD

MHMISC

MJMPHMIN

NNE

NICN:

NW# - NO

NPWNTSOD

O.F.OHE

PMJMP.C., PCP.T., PT

FINISH GRADEFIGUREFINISHFIBER OPTICFLANGEFLOWLINEFOOT OR FEETGALLONGALLONSGALLONS PER DAYGALLONS PER HOURGALLONS PER MINUTEGROUNDGATE VALVEGRAVELHORIZONTAL DIRECTIONAL DRILLHIGH DENSITY POLYETHYLENEHIGH POINTHORIZONTALINSIDE DIAMETERINCHINVERTIRRIGATIONINSIDE FACEJOINTLINEAR FEETLIGHT POLELOW POINTLONG RADIUSLIGHTMANHOLEMAXIMUMMANUFACTURERMILLON GALLONS PER DAYMANHOLEMISCELLANEOUSMECHANICAL JOINTMILES PER HOURMINIMUMNORTHNORTHEASTNOT IN CONTRACTNORTHINGNORTHWESTNUMBERNON-POTABLE WATERNOT TO SCALEOUTSIDE DIAMETEROUTSIDE FACEOVERHEAD ELECTRIC LINEPREBLE'S MEADOWS JUMPING MOUSEPOINT OF CURVEPOINT OF TANGENCY

ABBREVIATIONS:

PIPELINE ALIGNMENT CALLOUT:

STA X+XX, X.XX' LEXIST UTILITY XXX

OFFSET LEFT OR RIGHTFROM ALIGNMENTPROFILE STATION

SheetID

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1OTH CIVIL ENGINEER SQUADRONU.S. AIR FORCE ACADEMY, COLORADO

2315 BRIARGATEPARKWAY, SUITE 150COLORADO SPRINGS

COLORADO 80920

ST

AD

IUM

BO

ULE

VA

RD

WA

TE

RLI

NE

RE

PLA

CE

ME

NT

XQ

PZ

06-

2002

24 F

EB

14

M. E

SS

IGM

AN

N

06-2

002^

1047

0^G

C00

3NT3

B.d

wg

N. W

ALK

ER

N/A

S. R

EISH

J.C

OO

K

D.N

EIL

L

E. L

0WE

LL

AB

BR

EV

IATI

ON

S A

ND

LEG

END

W N P WN P W

N P W

N P W

0+005+00

10+0015+00

20+00 25+00 30+0035+00 40+00

45+0050+00 55+00 60+00

65+00

70+00

75+00

79+3

6

BP: 0+00.00N=1416893.55E=3189015.07

EP:79+36.44

N=1424366.82

E=3188376.33

STA 28+83.57N=1419687.10E=3189482.87

STA 30+31.75N=1419834.44E=3189467.10

LINE TABLE

LINE

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

BEGIN STA

0+00.00

0+15.10

0+23.77

0+63.07

1+01.53

1+54.95

2+18.53

2+52.83

3+30.99

18+93.52

21+13.26

23+01.30

23+69.00

24+01.28

26+44.42

27+00.99

31+76.03

32+58.29

33+03.09

33+24.62

33+61.51

34+19.23

36+53.74

36+83.26

37+67.26

END STA

0+07.48

0+23.77

0+63.07

1+01.53

1+35.43

2+04.20

2+32.74

2+92.67

17+66.62

20+98.32

22+82.86

23+50.49

23+81.75

25+73.96

26+80.95

31+56.92

32+39.60

32+83.30

33+08.56

33+41.18

33+99.96

36+34.61

36+63.88

37+48.48

37+80.17

LENGTH

7.48

8.67

39.29

38.47

33.90

49.25

14.21

39.84

1435.62

204.80

169.60

49.19

12.75

172.69

36.53

455.93

63.57

25.01

5.47

16.56

38.45

215.38

10.14

65.22

12.91

BEARING

N12°03'11"W

N5°33'33"W

N84°26'28"E

N5°33'32"W

N7°22'04"E

N13°34'51"E

N17°41'04"E

N10°29'29"E

N13°25'10"E

N6°08'54"E

N1°52'09"E

N7°08'58"E

N20°24'36"E

N6°25'29"E

N13°45'39"W

N6°06'30"W

N42°35'54"W

N12°00'08"W

N35°14'16"E

N3°06'36"W

N18°38'04"W

N7°35'33"W

N19°46'02"W

N1°15'43"W

N12°11'24"E

CURVE TABLE

CURVE

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

C25

PC STA

1+35.43

2+04.20

2+32.74

2+92.67

17+66.62

20+98.32

22+82.86

23+50.49

23+81.75

25+73.96

26+80.95

31+56.92

32+39.60

32+83.30

33+08.56

33+41.18

33+99.96

36+34.61

36+63.88

37+48.48

37+80.17

40+35.58

40+78.99

41+42.78

44+48.93

PT STA

1+54.95

2+18.53

2+52.83

3+30.99

18+93.52

21+13.26

23+01.30

23+69.00

24+01.28

26+44.42

27+00.99

31+76.03

32+58.29

33+03.09

33+24.62

33+61.51

34+19.23

36+53.74

36+83.26

37+67.26

38+00.29

40+48.65

41+05.81

41+62.18

44+69.35

LENGTH

19.52

14.32

20.09

38.33

126.90

14.94

18.43

18.52

19.53

70.46

20.03

19.11

18.69

19.79

16.06

20.32

19.27

19.12

19.38

18.78

20.12

13.08

26.82

19.39

20.42

RADIUS

180.00

200.00

160.00

750.00

1000.00

200.00

200.00

80.00

80.00

200.00

150.00

30.00

35.00

24.00

24.00

75.00

100.00

90.00

60.00

80.00

65.00

50.00

40.00

50.00

400.00

DELTA

6°12'48"

4°06'12"

7°11'34"

2°55'41"

7°16'16"

4°16'45"

5°16'49"

13°15'38"

13°59'07"

20°11'08"

7°39'09"

36°29'24"

30°35'46"

47°14'24"

38°20'52"

15°31'28"

11°02'31"

12°10'29"

18°30'19"

13°27'07"

17°44'06"

14°59'09"

38°24'58"

22°13'10"

2°55'32"

TANGENT

9.77

7.16

10.06

19.17

63.54

7.47

9.22

9.30

9.81

35.60

10.03

9.89

9.57

10.50

8.35

10.22

9.67

9.60

9.77

9.43

10.14

6.58

13.94

9.82

10.21

CHORD

19.51

14.32

20.07

38.32

126.82

14.93

18.42

18.47

19.48

70.10

20.02

18.78

18.47

19.23

15.76

20.26

19.24

19.09

19.29

18.74

20.04

13.04

26.32

19.27

20.42

LINE TABLE

LINE

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43

L44

L45

BEGIN STA

38+00.29

40+48.65

41+05.81

41+62.18

44+69.35

45+67.98

45+82.84

46+08.97

46+59.58

49+09.73

54+02.73

56+50.64

59+39.58

60+82.53

62+85.76

66+18.92

68+95.73

69+55.99

70+96.89

73+56.07

END STA

40+35.58

40+78.99

41+42.78

44+48.93

45+51.00

45+82.84

46+08.97

46+59.58

49+09.73

50+89.41

56+50.64

59+18.37

60+62.43

62+66.23

65+98.29

68+95.73

69+55.99

70+76.58

73+36.11

78+63.17

LENGTH

235.29

30.34

36.98

286.75

81.65

14.86

26.13

50.61

250.14

179.68

247.91

267.74

122.85

183.70

312.53

276.81

60.26

120.59

239.22

507.10

BEARING

N5°32'41"W

N9°26'28"E

N28°58'28"W

N6°45'18"W

N3°49'46"W

N20°02'39"W

N67°57'21"E

N24°02'39"W

N9°39'39"W

N4°14'57"W

N0°23'15"W

N5°29'05"W

N8°31'20"W

N11°48'47"W

N18°48'24"W

N15°51'06"W

S70°41'41"W

N22°56'21"W

N27°35'39"W

N24°44'09"W

CURVE TABLE

CURVE

C26

C27

C28

C29

C30

C31

C32

C33

PC STA

45+51.00

50+89.41

59+18.37

60+62.43

62+66.23

65+98.29

70+76.58

73+36.11

PT STA

45+67.98

51+13.76

59+39.58

60+82.53

62+85.76

66+18.92

70+96.89

73+56.07

LENGTH

16.98

24.35

21.20

20.10

19.53

20.63

20.31

19.96

RADIUS

60.00

1000.00

400.00

350.00

160.00

400.00

250.00

400.00

DELTA

16°12'53"

1°23'42"

3°02'14"

3°17'27"

6°59'36"

2°57'18"

4°39'18"

2°51'30"

TANGENT

8.55

12.18

10.60

10.05

9.78

10.32

10.16

9.98

CHORD

16.92

24.35

21.20

20.10

19.52

20.63

20.31

19.95

100% FORCONSTRUCTION

NOTES:

1. ALL HORIZONTAL VALUES SHOWN ON THIS TABULATION ARE GPS DERIVED. THEYHAVE BEEN TIED TO PUBLISHED USGS CONTROL POINTS (PID#'S AE4272, AE4289,AE4290) RELATING ALL SHOWN AIR FORCE ACADEMY CONTROL POINTS (EXISTINGAND NEWLY PLACED) TO THE NORTH AMERICAN DATUM 1983.

2. ALL VERTICAL VALUES SHOWN ON THIS TABULATION ARE GPS DERIVED. ALLSHOWN ELEVATIONS WILL RELATE TO THE NORTHERN GEODETIC VERTICAL DATUMOF 1929 WITH THE 1960 SUPPLEMENTAL ADJUSTMENT.

3. TABULATED LATITUDE, LONGITUDE AND ELLIPSOIDAL HEIGHTS ARE RELATED TOTHE WORLD GEODETIC SYSTEM OF 1984.

4. TABULATED STATE PLANE COORDINATES ARE RELATED TO COLORADO STATEPLANE CENTRAL, ZONE 0502, U.S. SURVEY FOOT.

5. THE CONTROL POINT CHOSEN FOR A STATE PLANE COORDINATETRANSFORMATION TO GROUND IS F542 HAVING A POINT SCALE FACTOR OF0.999937569. A MEAN PROJECT HEIGHT OF 6747.0 U.S. SURVEY FEET WAS CHOSENFOR THE SEA LEVEL FACTOR.

6. THE AIR FORCE ACADEMY MODIFIED GROUND COORDINATES HAVE BEEN DERIVEDBY MULTIPLYING A COMBINED SCALE FACTOR OF 1.000385185 THEN SUBTRACTING1400000 FROM THE NORTHING AND 3100000 FROM THE EASTING. THESE WOULD BETHE VALUES TO BE UTILIZED BY ANY TERRESTRIAL OBSERVATIONS. THERECIPROCAL OF THE COMBINATION FACTOR (.999614963) WOULD BE USED TOBRING THE TERRESTRIAL OBSERVATIONS BACK DOWN TO A STATE PLANE VALUE.

7. SURVEY COMPLETED 2013 BY URS. AREAS OUTSIDE OF SURVEY LIMITS HAVE BEENSUPPLEMENTED WITH LIDAR AND AS-BUILT DATA.

POINT NAME US STATE PLANE 1983 (WGS 84) US STATE PLANE 1983 (WGS 84) WGS 84 WGS 84 ELLIPSOID NGVD 1929 w/ 1960 Supplemental Adj. DESIGNATION DATE (YEAR)

COLORADO CENTRAL 0502 (ZONE) COLORADO CENTRAL 0502 (ZONE) LATITUDE LONGITUDE HEIGHT Geoid Model GEOID99 Used STAMPED ON MONUMENTNORTHING (U.S. SURVEY FEET) EASTING (U.S. SURVEY FEET) D M S.sssss D M S.sssss (U.S. SURVEY FEET) ELEVATION (U.S. SURVEY FEET) MONUMENT WAS ESTABLISHED

2105 1424336.77 3194307.43 38°59'47.25675"N 104°48'58.68593"W 6551.67 6602.59 Colorado Springs FIMS F105

2542 1424255.36 3186972.37 38°59'46.98739"N 104°50'31.60415"W 6583.40 6633.68 Colorado Springs FIMS F542

2548 1419520.44 3183329.36 38°59'00.44362"N 104°51'18.17473"W 6676.30 6726.25 Colorado Springs FIMS F548

2608 1426767.49 3187691.97 39°00'11.76663"N 104°50'22.25784"W 6564.77 6615.09 Air Force Academy Control Point F608 2005

2609 1424425.15 3188552.71 38°59'48.55208"N 104°50'11.57083"W 6532.66 6583.07 Air Force Academy Control Point F609 2005

2612 1430358.09 3182974.48 39°00'47.59242"N 104°51'21.69604"W 6713.22 6763.09 Air Force Academy Control Point F612 2005

SCALE:1"=1000'-0"

0 1000'1000' 500'

PT# 2542N 1424255.36E 3186972.37EL 6633.68

PT# 2609N 1424425.15E 3188552.71EL6532.66

PT# 2608N 1426767.49E 3187691.97EL 6615.09

PROJECTLOCATION

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evie

wer

:

File

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enda

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le:

1OTH CIVIL ENGINEER SQUADRONU.S. AIR FORCE ACADEMY, COLORADO

2315 BRIARGATEPARKWAY, SUITE 150COLORADO SPRINGS

COLORADO 80920

ST

AD

IUM

BO

ULE

VA

RD

WA

TE

RLI

NE

RE

PLA

CE

ME

NT

XQ

PZ

06-

2002

24 F

EB

14

M. E

SS

IGM

AN

N

06-2

002^

1047

0^V

F104

SC

P1.

dwg

N. W

ALK

ER

1"=4

00'-0

"

S. R

EISH

J.C

OO

K

D.N

EIL

L

E. L

0WE

LL

SU

RV

EY

CO

NTR

OL

PLAN

W

0+00

1+002+00

3+004+00

5+006+00

W

W

31+00 32+00

33+00 34+00 35+00 36+0037+00 38+00 39+00 40+00 41+00

42+00 43+00 44+00 45+00 46+00

W

W

W

66+0067+00

68+00 69+0

0

70+0071+00

72+00

73+0074+00

75+0076+00

77+0078+00

79+0

079+3

6

100% FORCONSTRUCTION

TRAFFIC CONTROL PLAN AT SOUTH TIE-IN

TRAFFIC CONTROL PLAN AT NORTH TIE-IN

TRAFFIC CONTROL PLAN AT COMMUNITY CENTER DRIVE

STADIUM BOULEVARD

STADIUM BOULEVARD

STADIUM BOULEVARD

WWTP ROAD

NOTES:

1. ALL SIGNING PER MUTCD STANDARDS.

2. PROVIDE TRAFFIC CHANNELIZATION DEVICES AS REQUIRED AT LANECLOSURES.

3. OPEN TRENCH OR EXCAVATIONS MUST BE PROPERLY MARKEDWHEN LEFT UNATTENDED.

4. A TWO WEEK NOTICE IS REQUIRED FOR ALL UTILITY CROSSINGS.

5. SEE COVER SHEET FOR CONTRACTOR STAGING AREA.

CENTERLINENEW 12" HDPE PIPELINE

NORTHTIE IN

350'

350'

350'

MEDIAN

SOUTHTIE IN

350'

350'

350'

WATERLINE OPEN CUT. ONE LANETO REMAIN OPEN AT ALL TIMES.FLAGMAN REQUIRED TO MAINTAIN2 WAY TRAFFIC. WATERLINEINSTALLATION AND BACKFILL TOBE COMPLETED IN ONE DAY.

350'

350'

100'

MEDIAN

CHANNELIZATIONDEVICE (TYP)

CHANNELIZATIONDEVICE (TYP)

SheetID

Sheet

Des

igne

r:R

evie

wer

:

File

Nam

e:

Dra

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Sub

mitt

er:

Dra

win

g D

ate:

AFA

Pro

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Mgr

:A

-E P

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gr:

Sym

bR

evis

ions

/Add

enda

Dat

eA

ppr

Sca

le:

1OTH CIVIL ENGINEER SQUADRONU.S. AIR FORCE ACADEMY, COLORADO

2315 BRIARGATEPARKWAY, SUITE 150COLORADO SPRINGS

COLORADO 80920

ST

AD

IUM

BO

ULE

VA

RD

WA

TE

RLI

NE

RE

PLA

CE

ME

NT

XQ

PZ

06-

2002

24 F

EB

14

M. E

SS

IGM

AN

N

06-2

002^

1047

0^C

-105

TCP.

dwg

N. W

ALK

ER

1"=1

00'-0

"

S. R

EISH

J.C

OO

K

D.N

EIL

L

E. L

0WE

LL

CIV

IL T

RA

FFIC

CO

NTR

OL

PLAN

350'

100'

100'

100'