deed book: 1129, page:3076 earl j. schweppe ......el. 1035.82 exist backstop exist park sign trees...
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WW
W
X
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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
)
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TOP OF TANK ELEV.= 1181.18
OVERFLOW ELEV.=1173.48
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1
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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
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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
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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
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