WW

W

X

X

X

X

X

CONCRETE

FOOTING

FOR TOWER TYP

BLD

G

BLD

G

BLD

G

BLD

G

BLDG

BACK STOP

SIGN

BLDG

PLAYGROUND

EQUIPMENT

PLAYGROUND

EQUIPMENT

BENCH

91.50'

90.88'

H

ILLTO

P D

R

IVE

STRATFORD ROAD

SU

NSET D

RIVE

LOT 1

LOT 16

B

L

O

C

K

4

H

I

L

L

C

R

E

S

T

A

D

D

I

T

I

O

N

125.04'(M

)

208.29'(M

)

GATTI FAMIL

Y REVOCABLE T

RUST

1905 OXFORD R

OAD

LAWRENCE, K

S - 66044-4

530

(LOT 1

, BLOCK 4

HIL

LCREST ADDIT

ION)

ROBERT HUGHES

1902 STRATFORD R

OAD

LAWRENCE, K

S - 66044-4

540

(LOT 1

6, BLOCK 4

HIL

LCREST ADDIT

ION)

2.69 A

CRES +/-

93.08'(M

)

74.70'(M

)

74.99'(M

)

69.99'(M

)

20.48'(M

)

HCP #12

SET

1

2

"x24" REBAR WITH

PLASTIC CAP STAMPED 'CP'

N:240,635.231'

E:2,092,143.035'

Z:1036.69'

HCP #11

SET

1

2

"x24" REBAR WITH

PLASTIC CAP STAMPED 'CP'

N:240,887.107'

E:2,092,054.676'

Z:1040.08'

POINT #19

PROJECT BENCHMARK

SQUARE CUT ON NW

CORNER INLET TOP

N:240,640.387'

E:2,092,196.73'

Z:1036.83'

POINT #20

PROJECT BENCHMARK

CHISELED CROSS ON

BACK OF CURB

N:240,929.662'

E:2,091,848.892'

Z:1041.81'

FOUND

5

8

" REBAR

(ORIGIN UNKNOWN)

FOUND

1

2

" REBAR

(ORIGIN UNKNOWN)

FOUND

1

2

" REBAR

(ORIGIN UNKNOWN)

FOUND

1

2

" REBAR IN 4" POST

(ORIGIN UNKNOWN)

0.38 A

CRES +/-

(RIG

HT OF W

AY TO

BE DEDIC

ATED)

FOUND

CHISELED CROSS ON

CONCRETE SIDEWALK

(ORIGIN UNKNOWN)

FOUND

5

8

" REBAR

(ORIGIN UNKNOWN)

FOUND

5

8

" REBAR

(ORIGIN UNKNOWN)

128.47'(M

)

128.48'(M

)

X

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O

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O

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O

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O

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O

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FO

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FO

FO

FO

F

O

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O

F

O

F

O

F

O

U

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T

FO

FO

FO

FO

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FO

FO

FO

FO

FO

FO

FO

FO

U

G

T

UG

T

UG

T

UG

T

U

G

T

UG

T

FO

FO

FO

FO

FO

FO

F

O

FO

FO

F

O

X

X

X

X

X

X

X

XX

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW W W W

W

W

OH

PO

HP

OH

PO

HP

OH

PO

HP

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OH

P

OHPOHP

FO

FO

FO

FO

FOFO

FOF

O

FO

FO

F

O

F

O

F

O

G

G

G

G

G

G

G

U

G

E

U

G

E

U

G

E

U

G

E

U

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E

U

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E

U

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E

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E

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E

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E

U

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E

U

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E

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G

G

G

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

F

O

X

W

W

X

X

TOP OF TANK ELEV.= 1181.18

OVERFLOW ELEV.=1173.48

P/L

P/L

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R

/

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P/L

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R/W

R/W

R/W

R/W

1

0

4

0

1037

1

0

3

8

1039

1

0

4

0

1036

1037

1

0

3

8

1

0

3

9

1

0

3

9

1

0

3

9

1

0

4

0

1

0

3

7

1

0

3

8

1

0

3

9

1

0

4

1

1

0

4

1

1

0

4

1

MICHAEL C

. AND C

HRISTIN

E A. M

CGREW

DEED BOOK: 1

129, PAGE:3

076

1141 SUNSET D

RIVE

LAWRENCE, K

S - 66044

(PART O

F BLOCK 5

HIL

LCREST ADDIT

ION)

EARL J. S

CHWEPPE

1146 HIL

LTOP DRIV

E

DEED BOOK: 2

57, PAGE: 4

11

SOUTH HALF O

F THE W

EST 125.0

0 FEET

LOT 5, B

LOCK 12, H

ILLCREST A

DDITIO

N

8" CI

8" TR

8" TR

10 FT WIDE CONCRETE

DRIVE

ABANDON EXISTING

8" CI IN PLACE

ABANDON EXISTING

12" TR IN PLACE

(TYP)

8" CI

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST ST ST

SB/L

SB/L

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/L

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/L

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/L

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/L

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/L

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/L

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/L

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X

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X

X

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X

X

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X

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X

X

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X

X

X

SA

N

SA

N

PE

/L

PE

/L

PE

/L

PE

/L

PE/L

PE/L

1

0

4

0

1

0

3

9

1

0

4

0

1

0

4

0

1039

1040

X

X

X

X

X

X

W

W

W

W

W

W

W

M

SOIL BORING B-2

SOIL BORING B-1

24.00'

EQUIPMENT

BUILDING

EXISTING TANK, FENCE, AND

RELATED FACILITIES SHALL

BE DEMOLISHED FOLLOWING

COMPLETION AND

ACCEPTANCE OF NEW TANK

TMOBILE

EQUIPMENT PAD

AT&T EQUIPMENT

BUILDING

DOUGLAS COUNTY EMS

EQUIPMENT BUILDING

EQUIPMENT

BUILDING

VERIZON EQUIPMENT

BUILDING

REPLACE EXISTING

4 FT WIDE SIDEWALK

12" CI (ABANDON

IN PLACE)

EXISTING 12"x8"

REDUCER

ABANDON EXISTING

12" TR IN PLACE

CONNECT TO

EXISTING 8" LINE

ABANDON

EXISTING 8"

PVC IN PLACE

CONNECT TO

EXISTING 8" LINE

TANK RESERVOIR

(ABOVE)

R

3

0

.

0

0

'

R

3

0

.

0

0

'

15' MAINTENANCE

BUFFER

25.00'

BUILDING

SETBACK

STRATFORD RD.

EXISTING PLAYGROUND

AND MULCHED AREA

12"

EXISTING FENCE

(TYP)

SU

NS

ET

D

R.

NO

TE

6

20.00'

BU

ILD

IN

G

SE

TB

AC

K

20.00'

BUILDING

SETBACK

25.00'

BU

ILD

IN

G

SE

TB

AC

K

25.00'

BUILDING

SETBACK

OXFORD DR.

12"

12"

16" TANK

SUPPLY

8" SANITARY TO MH

019. FOR CONT.

SEE DWG C-10-104

16" OVERFLOW

DRAIN

CONCRETE

DRIVE

NOTE 9

REPLACE EXISTING

5 FT WIDE SIDEWALK

FUTURE PARK MASTERPLAN AREA

(BY OTHERS)

OVERFLOW

STRUCTURE

FUTURE

CELLULAR

EQUIPMENT

BUILDING (TYP)

FUTURE

CONCRETE

DRIVE

EXTENSION

DOUGLAS COUNTY

EMS BUILDING

FLOOR EL. 1040.50

R

2

0

.

0

0

'

R

2

0

.

0

0

'

MH1

TRUCKS ENTERING

ROADWAY WARNING

SIGN (NOTE 4)

TRUCKS ENTERING

ROADWAY WARNING

SIGN (NOTE 4)

TEMPORARY FENCING FOR

CONTRACTOR STAGING

AND STORAGE (NOTE 2)

R

2

0

.

0

0

'

1

5

.

0

0

'

HILLT

OP

D

R.

REMOVE TREE

4" PVC SANITARY

SEWER

FLOOR EL

1040.50

4" CONNECTION TO

8" SAN SEWER

EL. 1035.82

EXIST BACKSTOP

EXIST PARK SIGN

TREES BY OWNER

(NOTE 10)

RELOCATED

TREE

EXIST

TREE

RELOCATE TREE

(TYP OF 2)

RELOCATED

TREE

RELOCATED

TREE

REMOVE SHRUBS

RELOCATE

POWER POLE

(BY OTHERS)

TANK

PEDESTAL

8 FT HIGH

ORNAMENTAL

ALUMINUM

FENCING

4 FT WIDE

WALK AND

GATE (TYP

OF 2)

1" POST HYDRANT AND 4

BOLLARDS. LOCATION TO

BE CONFIRMED BY OWNER

RELOCATE SIGN

NORTH OF

SIDEWALK

5FT SIDEWALK AND

CURB AND GUTTER

BOLLARD

(TYP OF 2)

10.00'

10.00'

5 FT SIDEWALK.

LOCATION TO BE

CONFIRMED BY

OWNER

1" WATER

LINE

METER BOX

D10000

PROJECT NO.

SHEET

OF

0 11/2

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

RE

VIS

IO

NS

A

ND

R

EC

OR

D O

F U

SE

NO

.B

YC

HK

AP

PD

AT

E

PLO

TT

ED

: 5/20/2020 1:52 P

M F

ILE

: C

:\pw

_w

orking\bvw

_am

ericas\d0905494

\C

-10-100.dw

g

FD

90

00

A

PRELIMINARY - NOT FOR CONSTRUCTION

LA

WR

EN

CE

, K

AN

SA

S

ST

RA

TF

OR

D E

LE

VA

TE

D T

AN

K

CIV

IL

OV

ER

AL

L S

IT

E P

LA

N

C-10-100

402979

SNN, GJS

BSG

CHK

AJH

MAY 20, 2020

GENERAL NOTES:

1. REFER TO DWG G-00-001 FOR LEGENDS,

ABBREVIATIONS, & GENERAL NOTES

2. CONTRACTOR'S STAGING, PARKING, AND

MATERIAL STORAGE SHALL BE LIMITED TO

THE AREA INDICATED. ADDITIONAL STORAGE

OR PARKING AREA SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. NO

DUMPING OF EXCESS MATERIALS IS

ALLOWED WITHIN THE PARK. 6 FT HIGH

TEMPORARY FENCE WITH SCREENING

MATERIAL SHALL BE INSTALLED. DURING

TANK DEMOLITION, THE ENTIRE PARK SHALL

BE CLOSED WITH TEMPORARY BARRICADES

ACCEPTABLE TO OWNER.

3. CONTRACTOR SHALL NOT REMOVE OR TRIM

ANY TREES WITHOUT APPROVAL FROM THE

OWNER, OR UNLESS NOTED OTHERWISE ON

THE DRAWINGS. EXISTING AND RELOCATED

TREES SHALL BE PROTECTED IN A MANNER

ACCEPTABLE TO OWNER. LOCATION OF

RELOCATED TREES TO BE CONFIRMED BY

OWNER. TREE REMOVAL SHALL BE

PERFORMED BY A CITY LICENSED TREE

TRIMMER.

4. CONTRACTOR SHALL ERECT AND MAINTAIN

TRAFFIC CONTROL SIGNAGE IN ACCORDANCE

WITH PART VI OF THE MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES, AND

REFLECTIVE PER ASTM D4956 TYPE VI. AT A

MINIMUM, SIGNAGE SHALL INCLUDE BUT NOT

LIMITED TO THE FOLLOWING:

A. "TRUCKS ENTERING ROADWAY" SIGNAGE

300 FT EITHER DIRECTION FROM SITE

ENTRANCE ON SUNSET DR.

B. "STOP" SIGNS FOR TRUCKS LEAVING

SITE.

C. "WARNING: TRUCKS CROSSING

SIDEWALK AHEAD"

5. PRIOR TO CONSTRUCTION ON-SITE,

CONTRACTOR SHALL IMPLEMENT EROSION &

SEDIMENT CONTROL MEASURES IN

ACCORDANCE WITH THE APPROVED STORM

WATER POLLUTION PREVENTION PLAN.

6. CONTRACTOR SHALL IMPLEMENT MEASURES

TO PREVENT TRACKING OF MUD ONTO

ROADS. CONTRACTOR SHALL BE

RESPONSIBLE TO COORDINATE ROAD

CLEANING ACTIVITIES AT THE DISCRETION OF

AND TO THE ACCEPTANCE OF THE OWNER

OR ENGINEER AS REQUIRED.

7. CONTRACTOR SHALL REPLACE ALL CURB

AND GUTTER, SIDEWALKS, AND PAVING

DAMAGED BY CONSTRUCTION ACTIVITIES.

ANY EXISTING SIDEWALK THAT DOES NOT

MEET THE CITY SIDEWALK STANDARDS SHALL

BE REPLACED.

8. ALL TRANSITE AND CAST IRON PIPE TO BE

ABANDONED SHALL BE FILLED WITH

FLOWABLE FILL AND CAPPED ON EACH END.

9. CONTRACTOR SHALL COORDINATE

ABANDONMENT OF THE EXISTING

UNDERGROUND GAS, FIBER OPTIC,

TELEPHONE, AND ELECTRIC LINES WITH THE

OWNING UTILITY. NEW SERVICES WILL BE

REQUIRED FOR THE NEW TANK AND EMS

BUILDING.

10. TREE SELECTION AND SPACING WILL BE

DETERMINED BY OWNER.

11. CONTRACTOR SHALL SEED ALL DISTURBED

AREAS AND MAINTAIN UNTIL GRASS IS

ESTABLISHED.

12. ANY WORK PERFORMED WITHIN THE CITY

RIGHT OF WAY WILL REQUIRE A RIGHT OF

WAY PERMIT.

40'20' 10' 20'0'

HORIZONTAL SCALE 1"=20'

SEE SHEET C-10-104

PROPERTY SURFACE SUMMARY

SUMMARY OF EXISTING

CONDITIIONS

SUMMARY AFTER

PROJECT COMPLETION

TOTAL BUILDINGS

TOTAL PAVEMENT

TOTAL IMPERVIOUS

TOTAL PERVIOUS

TOTAL PROPERTY AREA

1,134 ft²

3,081 ft²

4,215 ft²

112,800 ft²

117,015 ft²

TOTAL BUILDINGS

TOTAL PAVEMENT

TOTAL IMPERVIOUS

TOTAL PERVIOUS

TOTAL PROPERTY AREA

991 ft²

8,211 ft²

9,202 ft²

107,813 ft²

117,015 ft²

LEGAL DESCRIPTION

All that part of a tract of land described as Beginning 656.5 feet East

of the Southwest corner of the North Half of the Southwest Quarter of

Section 36, Township 12, range 19, in Douglas County, Kansas;

thence East 333.5 feet; thence North 653.07 feet; thence West 333.5

feet; thence South 653.07 feet; which lies North of the South line of

Stratford Road continued West from West Hills in the City of

Lawrence in Douglas County, Kansas, to the West line of the above

described real estate except such part thereof as has heretofore

been conveyed to the grantee herein.

AND

Beginning at a point Six hundred Sixty-six and Five Tenths (666.5)

feet East of the Southwest Corner of the North Half (N

1

2

) of the

Southwest Quarter (SW

1

4

) of Section Thirty-Six (36), Town-ship

Twelve (12) Sourth, of Range Nineteen (19) and Three Hundred

Fifty-two (352) feet North along a line parallel to the West line of said

Section; thence North along said line Seventy (70) feet; thence East

Sixty (60) feet along a line parallel to the South line of said North half

(N

1

2

) of the Southwest Quarter (SW

1

4

) of said section; thence South

Seventy (70) feet along a line parallel to the West line of said tract;

thence West Sixty Feet (60) along a line parallel to the North line of

said tract to the point of beginning.

NOTE: SUMMARY DOES NOT INCLUDE FUTURE CELLULAR

EQUIPMENT BUILDINGS AND DRIVE EXTENSION

H

ILLTO

P D

R

IVE

R

/

W

BLD

G

BLD

G

OH

P

OH

P

OH

P

OH

P

OH

P

U

G

E

U

G

E

UGE

O

H

P

O

H

P

O

H

P

O

H

P

O

H

P

O

H

P

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

P/L

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

PT 2957

SANITARY MH

RIM=1039.89

FL (S) 6" VCP= 1032.35

FL (SW) 4" VCP= 1032.32

FL (N) 8" VCP= 1031.55

EARL J. S

CHWEPPE

1146 HIL

LTOP DRIV

E

DEED BOOK: 2

57, PAGE: 4

11

SOUTH HALF O

F THE W

EST 125.0

0 FEET

LOT 5, B

LOCK 12, H

ILLCREST A

DDITIO

N

MICHAEL C

. AND C

HRISTIN

E A. M

CGREW

DEED BOOK: 1

129, PAGE:3

076

1141 SUNSET D

RIVE

LAWRENCE, K

S - 66044

(PART O

F BLOCK 5

HIL

LCREST ADDIT

ION)

5' EASEMENT

UNDERGROUND SEW

ER LINES A

ND POLES

DEED BOOK: 1

79 PAGE: 7

10' SANIT

ARY SEW

ER EASEMENT

DEED BOOK: 1

90, PAGE: 2

78

10' SANIT

ARY SEW

ER EASEMENT

DEED BOOK: 1

90, PAGE: 2

80

DAVID L. L

EARNED AND S

HARON ZEHR

DEED BOOK: 7

67, PAGE: 3

90

1127 SUNSET D

RIVE

LOT 6, B

LOCK 12, H

ILLCREST A

DDITIO

N

BECKMEISTERS, L

.L.C.

DEED BOOK: 1

030, PAGE: 6

131

1126 HIL

LTOP DRIV

E

LOT 4, B

LOCK 12, H

ILLCREST A

DDITIO

N

CAROL MARCH

1136 HIL

LTOP DRIV

E

DEED BOOK: 7

93, PAGE: 4

40

NORTH HALF O

F THE W

EST 125.0

0 FEET

LOT 5, B

LOCK 12, H

ILLCREST A

DDITIO

N

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

P

E

/

L

P

E

/

L

P

E

/

L

P

E

/

L

P

E

/

L

P

E

/

L

P

E

/

L

P

E

/

L

P

E

/

L

P

E

/

L

P

E

/

L

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

P

E

/

L

P

E

/

L

P

E

/

L

S

A

N

S

A

N

1

0

4

1

1

0

4

2

1

0

4

3

1

0

4

0

1

0

4

0

1041

EARL J. S

CHWEPPE

1146 HIL

LTOP DRIV

E

DEED BOOK: 2

57, PAGE: 4

11

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

P

E

/

L

P

E

/

L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

PE

/L

TE

/L

TE

/L

TE

/L

TE

/L

TE

/L

TE

/L

SHED TO BE

RELOCATED

(NOTE 2)

PLAY EQUIPMENT TO BE

RELOCATED (NOTE 2)

10.00'

10.00'

OVERHEAD POWER

LINES (NOTE 3)

8" PVC SANITARY

SEWER

SAN INV EL = 1032.35 (SE)

CONSTRUCT NEW 8"

LINE NEXT TO EXIST

LINES AND

RECONNECT ALL

LATERALS

D10000

PROJECT NO.

SHEET

OF

0 11/2

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

DATE:

DESIGNED:

APPROVED:

CHECKED:

DETAILED:

RE

VIS

IO

NS

A

ND

R

EC

OR

D O

F U

SE

NO

.B

YC

HK

AP

PD

AT

E

PLO

TT

ED

: 3/6/2020 12:01 P

M F

ILE

: C

:\pw

_w

orking\bvw

_am

ericas\d0905494

\C

-10-104.dw

g

FD

9000A

PRELIMINARY - NOT FOR CONSTRUCTION

LA

WR

EN

CE

, K

AN

SA

S

ST

RA

TF

OR

D E

LE

VA

TE

D T

AN

K

DIS

CIP

LIN

E

ST

RU

CT

UR

E

TIT

LE

C-10-104

SH

402979

DES

DET

CHK

APP

MONTH YEAR

GENERAL NOTES:

1. REFER TO DWG G-00-001 FOR LEGENDS,

ABBREVIATIONS, & GENERAL NOTES

2. CONTRACTOR SHALL COORDINATE

RELOCATION OF STRUCTURES WITH

PROPERTY OWNER.

3. POWER LINES TO BE RELOCATED TO THE

WEST BY EVERGY.

40'20' 10' 20'0'

HORIZONTAL SCALE 1"=20'

SEE SHEET C-10-100