D - Bid Document Project Drawings — Cupertino City Council, January 17, 2023

BASIS OF BEARINGS N80°58'34"W

PARKSIDE LANE
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CITY OF CUPERTINO GENERAL NOTES

1. All work shall be in accordance with the State of California Department of Transportation Standard Specifications (latest edition, as amended), and Standard Plans (latest edition, as amended), and City of Cupertino Standard Details. The Contractor shall perform the work described in the specification, and as shown on the drawings, and to the satisfaction of the City Engineer.

2. It shall be the responsibility of the Contractor to ensure the approved plans or the latest revised plans are furnished to its subcontractors, and to ensure the latest approved plans are onsite at all times during construction.

3. The Contractor shall notify the City two (2) working days prior to requiring an inspection.

4. Contractor shall provide traffic control at location where traffic is impacted prior to beginning of work.

5. The Contractor shall locate underground utilities in the area of work. The Contractor shall contact Underground Service Alert (USA) at 811 two (2) working days in advance of any work for location of the underground utilities.

6. Storm drain lines installed as part of the work on these plans shall be cleared of all debris and obstructions prior to final acceptance.

7. All trench backfill, fill areas, and base material shall attain a minimum 95% relative compaction. For typical trench sections, except for sanitary sewers, refer to the City Standard Details.

8. In the case of live tree roots from City trees, Contractor shall contact the City for field observation prior to removing tree roots.

9. Existing pavement that is removed or damaged shall be replaced as required by the City Engineer at the expense of the Contractor.

10. Manhole frames and covers shall be brought to finish grade prior to final signoff.

11. Concrete used in all concrete structures shall conform to California Department of Transportation Standard Specifications Section 90. Drop inlets, sidewalks, curbs and gutters shall contain 590 lbs. of cement per cubic yard and shall attain a minimum strength of 3,000 psi in 28 days.

12. One pound of dispersing black shall be mixed with each cubic yard of concrete at the batch plant.

13. New City standard street monuments and other permanent monuments disturbed during construction shall be replaced before acceptance of the improvements by the City Engineer. Attention is directed to Section 8771 of the California Business and Professions Code for the requirements concerning survey monuments. Existing survey monuments shall be located and referenced by or under the direction of a licensed land surveyor or registered civil engineer prior to construction operations, and a corner record or record of survey shall be filed with the County Surveyor of the County of Santa Clara. Existing survey monuments shall be reset to finish grade, and a corner record or record of survey shall be filed with the County Surveyor of the County of Santa Clara prior to the recording of the certificate of completion for the project.

14. Construction survey stakes or marks (control stakes) to establish lines and grades shall be set by the Contractor's surveyor or engineer.

15. Notify the City two (2) working days in advance of requiring services for checking field staking. Three (3) copies of the cut sheets shall be furnished to the City.

16. Contractor is responsible for dust control and ensuring the area adjacent to the work is left in a clean condition.

17. Contractor shall review City Detail 6-4 on tree protection prior to accomplishing any work or removing any trees.

18. Utilize Best Management Practices (BMP's), as required by the State Water Resources Control Board, for ANY activity, which disturbs the soil.

19. Contractor must provide a Construction and Demolition Debris Management Plan and register with Green Halo to track and upload waste generation tonnage information.

20. Project shall comply with the 2019 California Building Code (Base code 2018 IBC), 2019 CA Plumbing (2018 UPC), 2019 CA Green Building Code, and the Cupertino Municipal Code.

EST.1955

CUPERTINOCITY OF

WILSON PARK

BASKETBALL COURT

CITY OF CUPERTINO

CUPERTINO, CA
PROJECT NO. 2022-11

CIVIL SHEET INDEX
C0.0 COVER SHEET
C0.1 BEST MANAGEMENT PRACTICES
C1.0 SITE PLAN
C1.1 DEMOLITION PLAN
C2.0 PROFILES
C2.1 PROFILES
C3.0 DETAILS
C3.1 DETAILS
T1 TOPOGRAPHIC SURVEY
T2 TOPOGRAPHIC SURVEY
T3 TOPOGRAPHIC SURVEY
T4 TOPOGRAPHIC SURVEY
SD SD
SD SD
W W

NEW STORM DRAIN

EXISTING STORM DRAIN

EXISTING WATER

BD BD NEW BACK DRAIN

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR
100
100

GRADE BREAK

PROPERTY LINE

E(O/H) E(O/H) EXISTING ELECTRIC (OVERHEAD)
D
S

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE
TREE
LEGEND

UD UD NEW UNDER DRAIN
DYH

BORING HOLE/BENCHMARK

FIRE HYDRANT

SURVEY CONTROL POINT

FLOW LINE

VEGETATION DRIPLINE

WILSON PARK
LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE ONLY APPROXIMATE.

THE EXISTING UTILITIES SHOWN WERE PLOTTED USING INCOMPLETE AND IMPRECISE RECORDS. IT SHOULD BE EXPRESSLY UNDERSTOOD THIS INFORMATION DOES NOT

NECESSARILY REPRESENT ACTUAL OR COMPLETE SITE CONDITIONS OR SHOW

DETAILS OF EXACT LOCATION, DEPTH OR OTHER CONSTRUCTION FEATURES OF THESE UTILITIES. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, AS TO THE COMPLETENESS OR ACCURACY OF THIS INFORMATION IS SET FORTH HEREIN. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THIS INFORMATION WITH THE AFFECTED UTILITIES PRIOR TO EXCAVATION. THE CONTRACTOR SHALL CALL "UNDERGROUND SERVICE ALERT" AT 1-800-642-2444 OR 8-1-1 FOR THE MARKING OF UNDERGROUND FACILITIES AT LEAST 2 DAYS PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL HAND DIG AND LOCATE ALL UTILITIES THAT MAY BE AFFECTED

BY THE NEW FACILITIES IN THIS CONTRACT TO VERIFY ACTUAL DEPTH AND LOCATION

OF UTILITIES AND REPORT POTENTIAL CONFLICTS TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES WHETHER SHOWN OR NOT AND IS RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES.

Know what'sbelow.
before you dig.Call
R

TREE REMOVAL
CIVIL+STRUCTURAL ENGINEERING
224 Walnut Ave, Suite B Santa Cruz, CA 95060
Phone (831) 426-3186
BASIS OF BREARINGS:

ASSUMED N 80°58'34" W FROM POINT #9 (HMH #310) TO POINT #10 (HMH #324) BASED ON REGNART CREEK

TRAIL IMPROVEMENT PLANS AND POINT COORDINATE DATA PROVIDED BY HMH BASIS OF ELEVATION:

ASSUMED ELEVATION AT HMH #342 AS 211.74 FEET PER HMH DATA

BASKETBALL COURT

PLAYGROUND

COMMUNITY

BUILDING
SOCCER
FIELD

BASEBALL
FIELD

BASEBALL

FIELD BASEBALL
FIELD

REGNART CREEK

PARKSIDE LANE

COLD HARBOR AVENUE

WINTERGREEN DRIVE

BID ALTERNATE
LIME TREAT 24" MIN OF EXISTING MATERIAL BELOW BASKETBALL COURT AND CONCRETE WALKWAY AND RECOMPACT. EXCAVATE THE SWALE
AND BACKFILL BY CONTOUR GRADING THE GRASSY MOUND. REDUCE THE BACKFILL DEPTH AS NEEDED TO BALANCE.
1 11/02/22
Attachment D
$1
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CHECKED BY:

DRAWN BY:

SHEET

DESCRIPTION
4 3
2 1
0 REV. BY DATE
JOB NUMBER:

BID SET RC 10/13/2022

PREPARED AT THE REQUEST OF

WILSON PARK

BASKETBALL COURT

SITE PLAN
1" = 10' C1.0
JP
RC
21143-P3

SITE PLAN
010' 5' 10' 20'
1" = 10'

SHEET NOTES
BASKETBALL COURT PAD. REMOVE A MINIMUM OF 24" OF
UNSUITABLE CLAY DOWN TO 206.5 AS SHOWN IN PROFILES
SHT C2.0. PLACE AND COMPACT IMPORTED ENGINEERED FILL.

PLACE AND COMPACT 6" OF AGGREGATE BASEROCK. PLACE
4" OF ASPHALT PAVEMENT TO APPROXIMATELY 12" ABOVE
EXISTING GRADE AS SHOWN BY PLAN ELEVATIONS. INSTALL

FULL SURFACE PAINT SYSTEM AND LINE MARKING NOVAPLAY
DETAIL 4/C3.0

EXTEND GRASSY MOUND WITH EXCAVATED NATIVE MATERIAL
FROM BELOW COURT AND WALKWAY. APPROXIMATE
CONTOURS SHOWN FOR ILLUSTRATION PURPOSES. REDUCE

MOUND SIZE TO ACCOMMODATE SWALE GRADING ONLY IF
BID ALTERNATE 1 IS SELECTED BY CITY.

EXISTING DRAINAGE INLET. DRAINAGE FOR THIS AREA

MAINTAINED BY NEW INLET AND SWALE WITH UNDERDRAIN

INSTALL NEW DRAINAGE INLET OUTSIDE OF COURT GRADING
AREA

VEGETATED DRAINAGE SWALE WITH UNDERDRAIN DETAIL
2/C3.0. CROSS SLOPES VARY TO MAINTAIN 0.5% MIN FLOWLINE SLOPE OF SWALE AND DRAIN. MAX CROSS SLOPE 3:1
NEW DRAINAGE INLET AND NEW 8" UNDERGROUND PIPING TO

A NEW JUNCTION DRAINAGE INLET
INSTALL ADA COMPLIANT CONCRETE PATHWAY. COMPACT 18"
OF IMPORTED FILL, AND COMPACT 4" OF AGGREGATE
BASEROCK. PLACE 5" REINFORCED CONCRETE PEDESTRIAN
PATHWAY PER DETAIL 3/C3.0

PROTECT EXISTING TREES IN PLACE, TYP PER CUPERTINO
STANDARD DETAILS 6-2 AND 6-4 / C3.0

ADJUST ADJACENT IRRIGATION HEADS AND SYSTEM TO
AVOID NEW PAVEMENT.
`2:1 RATIO OF IMPERVIOUS AREA TO THE RECEIVING
PERVIOUS AREA IS ACCEPTABLE PER C.3 STORMWATER

HANDBOOK
8" SOLID WALL STORM DRAIN PIPING

REPLACE EXISTING DRAINAGE INLET MAINTAIN RIM AND

INVERT ELEVATIONS
1 2
3 4
5 6
7 8
9 10
11 12
B/C2.0
B
A
A/C2.0
94'
84'
50'60'
5'
5'
210.50
209.90
210.50
209.90

1.0%

1.0%
208.76
RIM = 209.24
INV = 207.88
RIM = 209.55
INV = 208.55

0.5% MIN

0.5% MIN
2 5
3 6
1 RIM = 208.25
INV = 205.73
7 8
8 8
8 8
8 5
9 PLAYGROUND
TABLES

BASKETBALL COURT

PLAYGROUND

COMMUNITY

BUILDINGSOCCER
FIELD

BASEBALL
FIELD

BASEBALL

FIELD BASEBALL
FIELD

REGNART CREEK

PARKSIDE LANE

COLD HARBOR AVENUE

WINTERGREEN DRIVE
210.50
209.90
209.00
210.20
210.20
209.42

0.5%MIN
C
C/C2.1
10 10

2.3%

1.5% 1.5% 0.5%

1.9%
7'

1.5%
RIM = 208.57
4" INV IN = 206.38
8" INV OUT = 206.364
5 126.1'
210.09
210.20
210.09
210.20
209.76
209.93
211.89
211.72

0.0%
22'

APPROXIMATE TOE OF CHANNEL BANK
11 12
1'

21.9'
APPROXIMATE LIMIT OF 2:1 SLOPE STABILITY PROTECTION AREA

54.8'

35.5'

71.3'

34.3'

30.5'

21.6'

19.8'

63.8' 56.5' 37.1'
APPROXIMATE TOP OF ±6FT DEEP CHANNEL BANK

EXISTING FENCE

56.6'37.1'

APPROXIMATE TOE OF CHANNEL BANK

0.0%
210.50

GRADING QUANTITY ESTIMATES

1. BALANCE ONSITE EXCAVATION AND BACKFILL BY CONTOUR
GRADING THE GRASSY MOUND.

2. REDUCE MOUND SIZE UNDER BID ALTERNATE 1 TO SUIT VOLUME AND BALANCE ON-SITE EXCAVATION AND BACKFILL.

3. CONTOUR GRADING MAY BE ADJUSTED IN THE FIELD PER CITY DIRECTION TO PROTECT EXISTING TREES.

EXCAVATION, WALKWAY

EXCAVATION, COURT

CONTOUR GRADING BACKFILL, WALKWAY

CONTOUR GRADING BACKFILL, COURT
175 CY
750 CY
175 CY
750 CY
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SD SD SD SD SD SD SD SD SD SD
SD
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SD
SD
SD
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210
209
211
212
213
214
210
215
209211
212
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214
216
210
210
211
210
211
212
213
214
215
214
213
212
209
212
210
211
210
212
211
210
209
209
216
215
216
CHECKED BY:

DRAWN BY:

SHEET

DESCRIPTION
4 3
2 1
0 REV. BY DATE
JOB NUMBER:

BID SET RC 10/13/2022

PREPARED AT THE REQUEST OF

WILSON PARK

BASKETBALL COURT

DEMOLITION PLAN
1" = 10' C1.1
JP
RC
21143-P3

DEMOLITION PLAN
010' 5' 10' 20'
1" = 10'

SHEET NOTES
TREE PROTECTION FENCE, SEE CITY NOTES 6-2 AND 6-4 / C3.0

FENCING MAY BE ADJUSTED IN THE FIELD PER CITY

DIRECTION TO PROTECT EXISTING TREES

TEMPORARY CONSTRUCTION FENCE, CHAIN LINK FENCE

PANELS WITH CONCRETE POST FEET, APPROXIMATE

LOCATION SHOWN

REMOVE EXISTING DRAINAGE INLET
REMOVE EXISTING 8" DRAINAGE PIPING AND INSTALL NEW

DRAINAGE INLET TO OUTSIDE OF COURT GRADING AREA AT

DRAINAGE SWALE PER SITE PLAN

REMOVE EXISTING ASPHALT WALKWAY, NEATLY SAWCUT AT

LIMITS FOR SMOOTH TRANSITIONS
CLEAR AND GRUB EXISTING GRASSED AREA. STRIP TOPSOIL,

STOCKPILE AND COVER, AND RE-USE AS TOPSOIL ON
MOUNDED FILL SLOPES.

REMOVE EXISTING PICNIC AREAS: TABLES, BBQ GRILLS,
CONCRETE SLABS.

PROTECT EXISTING TREES IN PLACE, TYP. PRE-IRRIGATE ALL

TREES BEFORE CONSTRUCTION AND MAINTAIN SOIL
MOISTURE DURING CONSTRUCTION.

REMOVE EXISTING IRRIGATION VALVES, PIPING, HEADS, AND

WIRING FROM CLEARING AND GRUBBING AREA AND INSTALL

NEW IRRIGATION VALVES, PIPING, HEADS AND WIRING AFTER
GRADING. ADJUST ADJACENT HEADS AND SYSTEM TO AVOID
NEW PAVEMENT. PROTECT EXISTING SYSTEM IN PLACE

OUTSIDE OF CLEARED AREA AND REPAIR ANY DAMAGE FROM

CONSTRUCTION TRAFFIC OR WORK

HYDROSEED AND HYDROMULCH ALL DISTURBED AREAS AT

THE PROJECT COMPLETION USING SEED MIX APPROVED BY

THE CITY, INCLUDING AREAS DISTURBED BY CONSTRUCTION

TRAFFIC
1 2
3 4
5 6
7 8
9 102
1 1

PLAYGROUND

BASKETBALL COURT

PLAYGROUND

COMMUNITY

BUILDINGSOCCER
FIELD

BASEBALL
FIELD

BASEBALL

FIELD BASEBALL
FIELD

REGNART CREEK

PARKSIDE LANE

COLD HARBOR AVENUE

WINTERGREEN DRIVE
3 4
5 6
6 7
7 8 1
8 8
8 8
9 1
10 CONSTRUCTION

ENTRANCE

REMOVE ASPHALT WALKWAY
10 10
10 NOTE: CONTRACTOR SHALL SUBMIT (C8D) DEBRIS MANAGEMENT PLAN PER SPECIFICATIONS.

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ELEVATION (FEET)

STATION (FEET)
190
200
210
220
230
190
200
210
220
230
2+00 3+00 3+40
STA=2+19.00
EL=209.37
STA=2+19.50
EL=206.50
STA=2+23.00
EL=210.20
STA=3+17.00
EL=210.20
STA=3+19.00
EL=206.50
STA=2+18.50
EL=206.75

ELEVATION (FEET)

STATION (FEET)
190
200
210
220
230
190
200
210
220
230
0+00 1+00 1+20
STA=0+95.00
EL=209.90
STA=0+35.00
EL=210.50
STA=0+07.57
EL=210.09
STA=0+05.57
EL=206.50
STA=0+94.00
EL=209.91
STA=0+98.50
EL=206.50
SCALE:

PROFILE B-B
H:1" = 5' / V:1" = 5'
C2.0
JP
RC
21143-P3

PROFILES
CHECKED BY:

DRAWN BY:

SHEET

DESCRIPTION
4 3
2 1
0 REV. BY DATE
JOB NUMBER:

BID SET RC 10/13/2022

PREPARED AT THE REQUEST OF

WILSON PARK

BASKETBALL COURT

PROFILE A-A
H:1" = 5' / V:1" = 5'
94'8' 2'
8'60'20.4'7'2'
OVER EXCAVATE TO EL=206.5 AND PLACE

SELECT IMPORTED ENGINEERED FILL
6" BASEROCK 4" AC CONCRETE MOWBAND

SWALE WITH UNDERDRAIN AND
PERMEABLE BACKFILL DETAIL 2/C3.0

SWALE WITH UNDERDRAIN AND
PERMEABLE BACKFILL DETAIL 2/C3.0
4" AC6" BASEROCK

CONCRETE MOWBAND
OVER EXCAVATE TO EL=206.5 AND PLACE

SELECT IMPORTED ENGINEERED FILL
5" CONCRETE4" BASEROCK

1.0%1.5%
1 3 MAXSLOPE VARIES
1 3 MAX
I:\21143 P3 City of Cupertino - Wilson Park\dwg\C2.0 PROFILES.dwg, 10/25/2022 3:05:46 PM, AutoCAD PDF (General Documentation).pc3

ELEVATION (FEET)

STATION (FEET)
190
200
210
220
230
190
200
210
220
230
0+00 1+00
C2.1
JP
RC
21143-P3

PROFILES
CHECKED BY:

DRAWN BY:

SHEET

DESCRIPTION
4 3
2 1
0 REV. BY DATE
JOB NUMBER:

BID SET RC 10/13/2022

PREPARED AT THE REQUEST OF

WILSON PARK

BASKETBALL COURT

PROFILE C-C
H:1" = 5' / V:1" = 5'

CONTOUR GRADING NATIVE FILL FROM COURT AND
WALKWAY OVER EXCAVATION. PLACE FILL IN

ACCORDANCE WITH GEOTECHNICAL ENGINEER
RECOMMENDATIONS. REDUCE FILL PLACEMENT
FOR BID ALT 1
I:\21143 P3 City of Cupertino - Wilson Park\dwg\C2.0 PROFILES.dwg, 10/25/2022 3:05:50 PM, AutoCAD PDF (General Documentation).pc3

C3.0
JP
RC
21143-P3

DETAILS
CHECKED BY:

DRAWN BY:

SHEET

DESCRIPTION
4 3
2 1
0 REV. BY DATE
JOB NUMBER:

BID SET RC 10/13/2022

PREPARED AT THE REQUEST OF

WILSON PARK

BASKETBALL COURT

CITY OF CUPERTINO PUBLIC WORKS
10300 TORRE AVENUE
CUPERTINO, CA 95014-3202
CIVIL+STRUCTURAL ENGINEERING
224 Walnut Ave, Suite B Santa Cruz, CA 95060
Phone (831) 426-3186
MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2022 SCALE: 3/4" = 1'-0"
2DRAINAGE SWALE
4" MIN
6"
3 MAX
1 CLEANOUT PER DETAIL 3 WITH

CAP AT FINISHED GRADE

BEGINNING OF LINE

UNDERDRAIN CLEANOUT WITH

RIM TO FINISHED GRADE SEE

SITE PLAN FOR LOCATION AND
INVERT

NATIVE SOIL

PERFORATED OR SLOTTED SLOPED
UNDERDRAIN (SLOPE AT 0.5% MIN)

WITH PERFORATIONS DOWN SEE
PLAN FOR CONNECTION TO C.B. &

FOR INVERT ELEVATION
12" MIN OF CLASS II PERMEABLE ROCK

PER CALTRANS SPECIFICATIONS
12"
30 MIL IMPERMEABLE LINER ON

COURT SIDE
F.G.

DEPTH VARIES
4"
2' MIN BELOW BASE
MIN 2'

BEYOND EDGE OF

MOW BAND
6"
E.G.

SCALE: 1" = 1'-0" 1WITH ENGINEERED FILL SUB-BASE

BASKETBALL COURT
1'-0"

CONCRETE

MOW BAND
6"4"
REMOVE 24"

UNSUITABLE

CLAY MATERIAL AND

REPLACE WITH

ENGINEERED FILL
#5 REBAR HORIZ

CONTINUOUS

TYP, CENTER IN
CURB, 3" CLR
4" ASPHALT CONCRETE
PAVEMENT OVER 6"

AGGREGATE BASE

NOVAPLAY

SURFACE SYSTEM

FOR NEW HOT

MIX ASPHALT

BASKETBALL
COURTS
3H MIN:1V
4"
2' MIN BELOW BASE
MIN 2'

BEYOND EDGE OF

MOW BAND
6"
E.G.

SCALE: 1" = 1'-0" 1.1WITH LIME TREATED SUB-BASE
BASKETBALL COURT BID ALT 1
1'-0"

CONCRETE

MOW BAND
6"4"
LIME TREAT 24"

UNSUITABLE

CLAY MATERIAL AND

RECOMPACT
#5 REBAR HORIZ

CONTINUOUS

TYP, CENTER IN
CURB, 3" CLR
4" ASPHALT CONCRETE
PAVEMENT OVER 6"

AGGREGATE BASE

NOVAPLAY

SURFACE SYSTEM

FOR NEW HOT

MIX ASPHALT

BASKETBALL
COURTS
3H MIN:1V
2' MIN BELOW BASE
MIN 2'

BEYOND EDGE OF

WALKWAY
E.G.

SCALE: 1" = 1'-0"
3CONCRETE WALKWAY DETAIL
5"4"
REMOVE 24" OF

UNSUITABLE CLAY

MATERIAL AND REPLACE

WITH ENGINEERED FILL OR

LIME TREAT AND
RECOMPACT PER BID ALT 1
5" CONCRETE

PAVEMENT REINF
#4 @ 16" EW OVER
4" AGGREGATE
BASE
3H MIN:1V
SCALE:
4 NA

NOVAPLAY SURFACE DATA SHEET
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C3.1
JP
RC
21143-P3

DETAILS
50' INSIDE SIDELINES
R6' R6'R6'
5'-3"
4'-0"
6'-0"
42'-0"42'-0"
19'-9" TYP
84'-0" INSIDE SIDELINES

BASKETBALL HOOP WITH

NYLON NET
SCALE:
51" = 5'

BASKETBALL COURT
19'-0"
7'-0"
3'-0"
TYP
5'-3"
12" WIDE X 8" LONG
2" WIDE X 8" LONG
EXTERIOR LINE SHALL BE 4"

THICK COLOR WHITE

ALL INTERIOR PLAY LINES
SHALL BE 2" THICK

EXTERIOR PLAY LINE
SHALL BE 4" THICK

COLOR WHITE

POINT OF TANGENCY
POINT OF BEGINNING:

CENTER OF CIRCLE AND COURT

SEE SITE PLAN FOR LOCATION

ASPHALT COURT WITH SPORT

COURT SURFACING PER NOVAPLAY
SURFACE SPEC SHEET 20 / C3.1

BASKETBALL GOAL POST
COLOR: GREY
COLOR: GREY
1'-0"2"
4'-0"
12" CONCRETE MOWBAND
R2'-0"
COLOR: STADIUM BLUE
4'

ALL LINES SHALL BE COLOR WHITE
COLOR:GREY
R19'-9"
SCALE: NTS
6GOAL POST REINFORCEMENT
DIAMETER 24"
3" CLR
8 VERTICAL #5 BARS
SPIRAL #3 BAR AT 5" PITCH PER

GEOTECHNICAL ENGINEER,
SPIRALS W / 3" PITCH FOR THREE

FULL TURNS AT TOP AND BOTTOM

OF PIER

CL OF POST AND PIER

POST PER SCHEDULE
SCALE: 1/2" = 1'-0" 7GOAL POST FOUNDATION

FINISHED GRADE
3" CLR

BASKETBALL GOAL POST

GROUND ANCHOR
DEPTH 10'

EMBEDMENT DEPTH

PER MANUFACTURER

REINFORCED

CONCRETE PIER

PLAYING SURFACE

SLAB OVER PIER
STEP 3: REFER TO
DETAIL 6 & 7 FOR

POST FOUNDATION

AND REINFORCEMENT
NOTE:

INSTALL GOALSETTER SYSTEMS
INC. MVP SIGNATURE SERIES
GOALPOST WITH 72" ACRYLIC

BACKBOARD AND GOALSETTER

HD BREAKAWAY BASKETBALL
HOOP WITH NYLON NET.

SEE GOALSETTER INSTALLATION

AND OWNERS INSTRUCTIONS

FOR COMPLETE INSTALLATION
GUIDLINES.

SCALE:
8 NA

GOALSETTER GOAL POST DETAIL
CHECKED BY:

DRAWN BY:

SHEET

DESCRIPTION
4 3
2 1
0 REV. BY DATE
JOB NUMBER:

BID SET RC 10/13/2022

PREPARED AT THE REQUEST OF

WILSON PARK

BASKETBALL COURT

MIN CLEARANCE
I:\21143 P3 City of Cupertino - Wilson Park\dwg\C3.0 DETAILS.dwg, 10/25/2022 3:06:01 PM, AutoCAD PDF (General Documentation).pc3

BASIS OF BEARINGS N80°58'34"W

PARKSIDE LANE

PLAYGROUND

BBQ AREA

PLAYGROUND

BASEBALL FIELD

SOCCER FIELD

RESTROOMS
TURF

WINTERGREEN DRIVE

RESTROOMS

COMMUNITY BUILDING

COLD HARBOR AVE
DF
DF

REGNART CREEK
1 203.33
MON
3 205.44
MAG
4 208.00
MAG
5 208.51
MAG
6 209.98
MAG
7 209.36
X
8 212.15
MAG
9 209.44
MAG HMH 310
10 211.74
MAG HMH 342
11 211.73
MAG HMH 343
12 209.85
X
13 210.43
X
14 210.08
X
15 210.85
X
IIIII
I
I
I
I
I

I I I I
I
I
I
I I
I
I
I

TO FUTURE BRIDGE

FUTURE CREEK TRAIL

TR TR TR
TR
TR TR
TR
TR
TR
TR
TR
TR
TR
TR
4" PRV
4" BFP
BBQ
BBQ
BBQ
BBQ

TABLE TABLE
TABLE
TABLE
TABLE
TABLE
TABLE
TABLE

BLEACHERS

BLEACHERS
SSMH
SSMH
D D D
D D D
DD
D
TR
CC
SHEET T4.0
SHEET T3.0
SHEET T2.0
SCALE:

TOPOGRAPHIC SURVEY TITLE SHEET
1" = 40'
T1.0
JP
RC
21143-P3

TOPOGRAPHIC SURVEY TITLE SHEET
040' 20' 40' 80'
1" = 40'
SIGN
TREE

WATER VALVE

DRAINAGE INLET

SURVEY CONTROL POINT

BUILDING

EXISTING CONTOURS

SURVEY NOTES
LEGEND
CHECKED BY:

DRAWN BY:

SHEET

DESCRIPTION
4 3
2 1
0 REV. BY DATE
JOB NUMBER:

BID SET RC 10/13/2022

PREPARED AT THE REQUEST OF

WILSON PARK

BASKETBALL COURT

1. DATE OF SURVEY: 09/23/2021 - 10/11/2021

2. BASIS OF BEARINGS: ASSUMED N 80°58'34" W FROM POINT #9 (HMH #310) TO POINT #10 (HMH #342) BASED ON REGNART CREEK TRAIL IMPROVEMENT PLANS

AND POINT COORDINATE DATA PROVIDED BY HMH

3. BASIS OF ELEVATION: ASSUMED ELEVATION AT HMH #342 AS 211.74 FEET PER

HMH DATA

4. THIS IS NOT A BOUNDARY SURVEY. PROPERTY LINES AND EASEMENTS NOT

SURVEYED

5. UNDERGROUND UTILITIES WERE NOT LOCATED, UNLESS NOTED OTHERWISE

6. CONTOUR INTERVAL IS 1 FOOT

7. TREES TALLER THAN 8" DIAMETER AND IN DRIP LINE AREAS NOT LOCATED

8. PLAYGROUND EQUIPMENT NOT LOCATED

9. IRRIGATION CONTROL VALVES NOT LOCATED

DRINKING FOUNTAIN

STORM DRAIN PIPESD SD SD

TRASH RECEPTICLE

DRIPLINE, APPROXIMATE
UNKNOWN STORM DRAIN ?SD ?SD ?SD
LIGHT

IRRIGATION CONTROL VALVE
TR
DF
I

ABBREVATIONS

REDWOOD
TREE
OAK

SYCAMORE

UNLESS NOTED OTHERWISE
R
T
O
S
UNO
CHISLED "X"X LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE ONLY APPROXIMATE.

THE EXISTING UTILITIES SHOWN WERE PLOTTED USING INCOMPLETE AND IMPRECISE RECORDS. IT SHOULD BE EXPRESSLY UNDERSTOOD THIS INFORMATION DOES NOT

NECESSARILY REPRESENT ACTUAL OR COMPLETE SITE CONDITIONS OR SHOW

CONTRACTOR SHALL HAND DIG AND LOCATE ALL UTILITIES THAT MAY BE AFFECTED

BY THE NEW FACILITIES IN THIS CONTRACT TO VERIFY ACTUAL DEPTH AND LOCATION

Know what'sbelow.
before you dig.Call
R

STORM DRAIN MANHOLESDMH

SEWER MANHOLESSMH

STORM DRAIN INLET COVERD

SANITARY SEWER CLEANOUTC
I:\21143 P3 City of Cupertino - Wilson Park\dwg\T1.0 - TOPOGRAPHIC SURVEY.dwg, 10/25/2022 3:06:10 PM, AutoCAD PDF (General Documentation).pc3

SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
SDSD
SD
SDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD 208.53
208.25
208.14
208.31
208.34
208.29
207.69
12S
10T
12T
208.02
208.58
207.69
207.70
207.62
208.42
208.48
208.81209.90
210.68210.90210.85
210.75
210.67
209.97
209.83
209.42
209.14
209.54
209.68
209.79
209.72209.85
210.06
211.05
211.50
211.28
210.23
209.87 209.90
209.96
209.51
209.06
208.89
208.92
209.29
209.49
209.91
209.95209.78
209.80
209.83
209.84
209.74
209.61
209.86
209.90
209.48 209.25
209.14
209.06
209.18
209.21
208.94
208.67
208.62
208.18
208.46
208.36
208.52
208.70
208.54
208.47
208.31
207.96
207.88
208.34
208.40
207.76
207.68
207.88
207.99
208.10
208.42
208.47
208.41
208.40
208.43
208.43
208.44
208.43
208.40
208.42
208.34
208.19
208.47
208.46
208.37
208.37
208.32
208.37
208.60
208.70
208.79
208.72208.73
208.69
208.67
208.68
208.64
208.56
208.50
208.29
208.56
208.51
208.52
208.55
208.58
208.58
208.54 207.73
208.74
209.60
210.02
210.35
210.17
209.52
12 S
18 S
18 S
14 S
16 S
14 S
16 S
24 R
208.58208.57
208.75
208.58
209.20
209.37
209.17
209.04
208.91
209.09
208.98
208.99
208.98
209.08
209.79
210.17
209.87
209.80
210.12
210.39
210.64
210.62
210.65
210.52
209.50
210.81210.81
211.12
210.86
210.93210.88
211.17
211.42211.03
211.37
210.96
211.10
211.19
211.56
211.54
211.52
211.76
211.91
208.95
209.16
209.10
209.01
209.01
209.28
209.48
209.41
209.10
209.04
209.06
209.05
208.99
209.08
208.53
208.48
208.54
208.78
208.97
20 S
12 S
210.90
210.66
210.49
209.82
209.72
209.18
209.02
209.48
211.70
211.98
211.78212.02
210.82
210.83
210.88
209.85 209.68
209.62
209.92
209.84
209.88
209.80
209.67
209.66
208.94
208.91
208.99 209.14
209.01
208.98
208.96
209.20
209.21
208.96
208.81
208.84
208.25
205.73
208.20
205.99
211.96
213.09
213.90
214.07
215.26
216.60
216.06
215.05
216.19
215.76
212.01
210.92
210.89
210.83
211.18
211.17
210.47
210.27
210.13
210.38
209.73
209.69
209.89
210.51
210.88
210.46
210.18
210.40
210.76
210.66
210.42
210.33
209.58
209.70
209.79209.51
209.40
214.49
214.67
216.27
213.75
213.82
213.24
212.66 212.59
212.81
212.82
212.73
213.21
214.23
214.87
214.54
214.00
213.26
210.30
210.26
209.94
209.98
210.03
209.47
209.67
209.62
208.92
209.62
208.59
209.30
210.17
210.92
209.54
209.59
209.43
209.44
209.47
208.88
208.69
208.89
209.39
210.01
210.42
212.11
210.79
209.48
209.4726 P
20 P
22 P
24 P
42 R
14 P
18 R
18 R
18 R
18 R24 R
211.33211.94
32 R
36 R 22 P
209.75
209.90
210.02
209.96
209.83
209.88
209.79
209.94 209.94
209.93
209.94
209.94
209.77
209.79
209.89
209.92
209.92
209.86
209.92209.84
209.81
209.89
210.09
209.96
209.89
209.92
209.89
209.88 209.88
209.82
209.82
209.82
209.82
209.82209.87
209.89
209.81
209.78
209.89
210.00
210.10
210.32
210.52
210.67
210.85
211.02
211.15
211.38
211.54
211.70
211.76
211.78
211.72
211.90
211.93
211.88
211.98
211.97
212.87
212.56
212.85
212.57
211.84
211.57
211.32
211.10
210.91
210.68210.53210.38210.28210.11210.12210.11210.08
209.49
209.37 209.40 209.39 209.43
209.46
209.36
209.30
209.34
209.62
209.71
209.86
209.96
210.13
210.16210.15
210.28
210.38
210.38
210.41
210.29210.01209.99209.97
209.78
209.59
209.43
208.66 208.61
208.62208.67
205.64 208.28
208.72
209.08
208.12
207.65
208.55
209.16
209.24
209.38
209.07
208.57
207.88
208.24
208.34
209.03
209.54
209.20
209.20
209.10 209.47
208.35
207.91
208.54
207.44
207.44 207.45
207.45
203.17
207.22
207.25 207.24
207.23
203.96
209.84 209.94
210.00 210.06 210.06 210.32 210.50
209.59209.54
209.35
210.04 210.08
209.75
209.52209.48
209.67
209.29209.34
209.12
209.85
209.76
BASIS OF BEARINGS N80°58'34"W
?SD
?SD
?SD
?SD
?SD
?SD
?SD
?SD
?SD
210
209
211
212
213
214
210
215
209211
212
213
214
216
208
209
210
210
211
210
209
204.62
208.33
205.66
209.59
208.74
208.79
208.93
208.78
208.82
208.76
208.40
208.42
208.57
208.59208.36
208.12
207.65
18 T12 T6 MULT T
209.88
208.03
204.26
208.03
207.73
204.61
207.30
207.23
204.20
38 R
16 O
12 T

PLAYGROUND

BASEBALL FIELD

COLD HARBOR AVE

REGNART CREEK
5 208.51
MAG
6 209.98
MAG
9 209.44
MAG HMH 310
10 211.74
MAG HMH 342
11 211.73
MAG HMH 343
12 209.85
X
13 210.43
X

TO FUTURE BRIDGE

FUTURE CREEK TRAIL
TR
TR
TR
TR
BBQ
BBQ
BBQ
BBQ

TABLE TABLE
TABLE
TABLE
TABLE

BLEACHERS

BLEACHERS
D D
D TR
SCALE:

TOPOGRAPHIC SURVEY
1" = 20'
T2.0
JP
RC
21143-P3

TOPOGRAPHIC SURVEY
020' 10' 20' 40'
1" = 20'
CHECKED BY:

DRAWN BY:

SHEET

DESCRIPTION
4 3
2 1
0 REV. BY DATE
JOB NUMBER:

BID SET RC 10/13/2022

PREPARED AT THE REQUEST OF

WILSON PARK

BASKETBALL COURT

CITY OF CUPERTINO PUBLIC WORKS
10300 TORRE AVENUE
CUPERTINO, CA 95014-3202
CIVIL+STRUCTURAL ENGINEERING
224 Walnut Ave, Suite B Santa Cruz, CA 95060
Phone (831) 426-3186
MME, INC. Engineer retains all right and title. No part may be reproduced in any fashion or medium without the express written permission of the Engineer.These drawings are Instruments of Service, issued for a one-time, single use by the Owner. The entire contents of these Drawings are Copyright c 2022 RIM = 207.22
INV = 203.96
8" NW, 6" S
DI 10X15
RIM = 207.44
INV = 203.17
8" NW, 8" E
DI 10X15
RIM = 208.20
INV = 205.99
8" E
DI 18X20
RIM = 208.25
INV = 205.73
12" N, 12" S, 8" E, 8" W
DI 24X24
RIM = 211.33
DI 24X24
RIM = 208.61
INV = 205.64
8" N, 8" S

INDIVIDUAL TREES IN THIS

AREA NOT LOCATED
DI 18X20
RIM = 208.48
INV = 205.66
8" N, 12" S, 8"E

INDIVIDUAL TREES IN THIS

AREA NOT LOCATED

INDIVIDUAL TREES IN THIS

AREA NOT LOCATED
DI 10X15
SILTED
DI 10X15
RIM = 208.33
INV = 205.8
8" S
DI 10X15
RIM = 208.02
INV = 204.26
8" W DI 10X15
RIM = 207.73
INV = 204.61
8" N
DI 10X15
RIM = 207.30
INV = 204.70
8" S, 8" E
DI 10X15
RIM = 207.23
INV = 204.20
8" W, 8" E
I:\21143 P3 City of Cupertino - Wilson Park\dwg\T1.0 - TOPOGRAPHIC SURVEY.dwg, 10/25/2022 3:06:13 PM, AutoCAD PDF (General Documentation).pc3

SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
203.50
203.57 203.70 203.77 203.87
203.95 204.05 204.10 204.22 204.32 204.46
204.58
204.66
204.73
205.08205.12205.06204.99204.84204.73204.71204.70204.61204.50204.40204.33204.26204.18 204.05
203.94
203.54
203.56
203.62
204.07
204.08
204.15204.22 204.31 204.33 204.44 204.46 204.58 204.68 204.70 204.78 204.79 204.88 205.03 205.13 205.28 205.23 205.34
206.16205.31205.41205.23205.16
205.15
206.06
206.80
207.65
207.76
208.06
208.94
208.34
204.90 204.98
205.54
206.69
207.28
207.71
208.12
208.44
208.37
208.01
207.98
208.38
208.02
207.87207.90
207.98
208.32
208.53
208.25
208.14
208.31
208.34
208.41
208.18
208.07
208.15
208.28
208.34
208.26
207.72
207.10
206.81
206.14
205.39205.11205.08
204.93
205.36205.48
204.11
204.08
204.88
205.66
206.44
207.00
207.17
206.92
206.17
204.96
204.69
204.81
204.62204.42204.36204.33
204.18
204.56
205.32
205.58 205.86
207.72
207.56
207.50
207.52 207.54
207.69
206.30
206.49
206.90
207.45
208.06
208.11
207.81207.20206.96206.86
207.12
207.28
207.91
208.10
208.29
207.69
207.37
207.07 207.09
207.08207.06
201.87
10S
16S
12S 14T
16O
8O
8O
6O
8O14O
22O
24P
14S
14S
12S
12S
12S
10S
12S
10T
12T
208.02
12S
208.25
208.18
208.58
208.67
208.15
207.90
203.27
203.27
203.30
203.44
203.37
203.43
203.88
203.88
203.91
203.76
203.75
203.76
203.75
203.93
203.93
203.89
203.80
203.96
204.09 204.08
203.29
200.51
200.23
203.98203.97
203.94
205.04
205.61
206.13
206.96
207.58
207.91
208.04
208.01
207.87
207.68
207.60
206.78
206.37
206.27
206.37
206.40206.32
206.49
206.57
206.18
206.14206.21
206.17
205.70
205.57
205.30 205.16
205.13
205.71
205.78
206.51
206.86 206.43
206.26
205.45
204.99
204.98
204.94
205.45205.49
205.24
204.98
204.98
204.88
200.98202.19
200.94
206.22
205.42
204.96
205.48
205.63
206.04
206.24206.20206.16206.18
206.12
206.02
205.50
204.99
205.98
203.89
203.81
203.71
203.85
203.84
204.04
204.09 204.29
203.96
203.75
204.30
204.18
204.04 204.01
203.99
204.28204.39
204.63
204.63
205.72
206.22
205.69
206.18
206.24
206.32206.37
206.46
207.16
207.62
208.75
207.84
207.56
207.80
207.63
207.07 206.47 205.90
206.38
205.57205.82206.11208.53
208.71208.75
207.20 207.14
207.07 207.10 207.03 206.98
206.85 206.35
206.51
206.52
206.40
206.44
206.85
207.02
207.70207.70207.75
207.80
207.74
207.61
208.34
208.61
208.89
209.16
209.25209.08
209.01
206.75
206.66
206.38
206.41
206.87
207.15
207.42
207.29
207.07
207.12
207.18
207.60
207.88
207.93
207.95
208.22
207.09
207.32
206.53
206.44
206.55
206.54
206.86
205.70
206.44
206.56 206.50
204.16
205.01
204.95 204.53
204.52
206.72 206.19 206.12
8 T
8 T
10 T
16 R
12 R
32 R
8 R
209.21
203.13
202.93
202.99
202.33
201.54
200.43
202.55202.55202.55
203.13
202.55
201.36
201.38
202.58
203.06
205.09
208.92
209.29
209.49
209.91
209.95209.78
209.80
209.83
209.84
209.74
209.61
209.86
209.90
209.48 209.25
209.14
209.06
209.18
209.21
208.94
208.67
208.62
208.18
208.46
208.36
208.52
208.70
208.54
208.47
208.31
207.96
207.88
208.34
208.40
207.76
207.68
207.89
208.10
208.21
208.40
208.33
208.35
208.42
208.42 208.40
208.28
208.10
208.21
208.23
207.94
207.88
207.99
208.10
208.42
208.47
208.41
208.40
208.43
208.43
208.44
208.43
208.40
208.42
208.34
208.19
208.47
208.46
208.37
208.37
208.32
208.37
208.60
208.70
208.79
208.72208.73
208.69
208.67
208.68
208.64
208.56
208.50
208.16
208.29
208.19
208.24
208.56
208.51
208.52
208.55
208.58
208.58
208.54 207.73
208.74
209.60
210.02
210.35
210.17
209.52
12 S
18 S
18 S
14 S
16 S
208.58208.57
208.75
208.58
209.20
209.37
209.17
209.04
209.06
209.05
208.99
209.82
209.72
209.18
211.70
211.98
210.82
209.75
209.90
210.02
209.96
209.83
209.88
209.79
209.94 209.94
209.93
209.94
209.94
209.77
209.79
209.89
209.92
209.92
209.86
209.92209.84
209.81
209.89
210.09
209.96
209.89
209.92
209.89
209.88 209.88
209.82
209.82
209.82
209.82
209.82209.87
209.89
209.81
209.78
209.25
209.32
209.38
209.47
209.49
209.52
209.52
209.56
209.60
209.65
209.69
209.70209.59
209.69
209.71
209.89
210.00
210.10
210.32
210.52
210.67
210.85
211.02
211.15
211.38
211.54
211.70
211.76211.97
211.84
211.57
211.32
211.10
210.91
210.68210.53210.38210.28210.11210.12210.11210.08
209.49
209.37 209.40 209.39 209.43
209.46
209.36
209.34209.32
209.47 209.56
209.45209.36
209.28
209.16
209.05
208.89
208.99
209.43209.44209.45209.41
209.40
209.43
209.42
209.42
209.44
209.45
209.39209.34
209.25
209.29
209.53
209.30
209.34
209.62
209.71
209.86
209.96
210.13
210.16210.15
210.28
210.38
210.38
210.41
210.29210.01209.99209.97
209.78
209.59
209.43
208.66 208.61
208.62208.67
205.64
204.95
208.94208.96
208.96 208.94
209.28
207.11
207.17
207.16 207.04
207.06 206.95 206.54
206.78206.74 206.55 206.39 206.62 206.80
206.76
206.41
206.58
206.73206.64
206.49206.50206.46
206.43
206.43
206.43
206.51
206.50206.55
206.54 206.54 206.40 206.44 206.62
206.06
206.54206.25206.13206.26206.40206.48206.56
207.38
207.44207.53
207.73
207.82
207.90
207.90 207.93 207.98
207.81
207.79 207.75 207.64 207.56 207.54 207.50
207.45
207.81
207.83
207.96 207.86
207.23207.24
207.21
207.18
207.20207.19
207.27
207.28
207.27
207.24
207.72
26 R
32R
14T 14T 14T
14T
206.62
206.49
206.87
207.03
207.02
207.15207.26
207.24207.19 207.12207.15
208.74
209.48
208.20
207.90
208.47
208.13 207.58
208.19
207.89
208.11
210.83
211.15
211.21
211.02
211.22
208.28
208.72
209.08
208.50
208.12
207.65
208.55
209.16
209.24
209.07
208.57
207.88
208.24
207.87
207.18
207.48
208.34
209.03
209.54
209.20
209.20
209.10 209.47
208.35
207.91
208.54
207.44
207.44 207.45
207.45
203.17
207.22
207.25 207.24
207.23
203.96
209.84 209.94
210.00 210.06 210.06 210.32 210.50
209.59209.54
209.35
210.04 210.08
209.75
209.52209.48
209.67
209.29
209.33209.32
209.34
209.28
208.57
209.12
209.85
209.76
206.43206.43
211.72
212.23
212.23
212.66
212.40
212.65
208.23
208.18
208.31
208.72
208.26
209.10
209.77
209.94
210.55210.91
211.25
211.82
212.08
212.65
212.79
212.98
212.94
213.06
213.29
213.44
213.29
213.28213.18
212.82
212.51
212.24
212.10
211.51
210.95
210.46
210.14
209.65
209.18
208.68
208.56
208.22
208.31
208.16
208.54
208.57
208.61
208.56
208.59
208.57
208.55208.50
208.46
208.47
208.28
208.45
208.65
208.50
208.42
208.56
208.82
209.29
209.76
210.23 210.51210.60
210.69
210.61
210.48
210.23210.15209.98209.81
209.66
209.58
209.40
209.25
208.98
208.84
208.76
208.59
208.53
208.42
208.32 208.41
208.40208.40208.39
208.43
208.42208.47208.36
208.42208.47
12 T
10 T
12 T
8 T
10 T
8 T
12 T 210.82
211.13
210.47
210.50
209.58
208.57
208.20
208.22
208.27
208.22
203.54
208.42
208.54
208.49
208.41
208.39
208.41
208.40
208.49
208.68
208.68
208.83
208.88
208.72
208.82
208.65
208.72
208.71
208.60208.54
212.70
212.69
212.60212.68
212.66
212.80
212.65
212.66
212.81
212.85212.81
212.77
212.80212.94
208.85
208.80
212.67
212.70 208.76
208.74
208.56
213.36
213.32
?SD
?SD
?SD
?SD
?SD
?SD
210
208
209
211
210
209
210209211212213
208.33
208.92
48 R
208.03
204.26
208.03
207.73
204.61
207.30
207.23
204.20
208.14
203.56
203.23
207.13
38 R
202.22
203.13

PLAYGROUND

BBQ AREA

PLAYGROUND

BASEBALL FIELD
TURF

WINTERGREEN DRIVE

RESTROOMS

COMMUNITY BUILDING
DF
1 203.33
MON
3 205.44
MAG4
208.00
MAG
5 208.51
MAG
7 209.36
X
8 212.15
MAG
10 11
211.73
MAG HMH 343
13 210.43
X
IIIII
I
I
I
I
I

I I I I
I
I
I
I I
I
I
I
?SD ?SD ?SD ?SD ?SD ?SD ?SD ?SD ?SD ?SD
TR
TR
TR
TR
TR
4" PRV
4" BFP
BBQ
BBQ

TABLE TABLE
TABLE
TABLE
TABLE
TABLE

BLEACHERS

BLEACHERS
SSMH
SSMH
D
D
D
TR
CC
T3.0
JP
RC
21143-P3

TOPOGRAPHIC SURVEY
CHECKED BY:

DRAWN BY:

SHEET

DESCRIPTION
4 3
2 1
0 REV. BY DATE
JOB NUMBER:

BID SET RC 10/13/2022

PREPARED AT THE REQUEST OF

WILSON PARK

BASKETBALL COURT

TOPOGRAPHIC SURVEY
1" = 20' 020' 10' 20' 40'
1" = 20'

WILSON PARK SIGN

INDIVIDUAL TREES IN THIS

AREA NOT LOCATED
DI 18X20
RIM = 207.06
INV = 201.87
12" NW, 12" NE
8" SW, 8" SE
DI 12X12
RIM = 208.20
INV = 203.54
8" E
DI 24X24
RIM = 208.61
INV = 205.64
8" N, 8" S
DI 24X24
RIM = 208.94
INV = 204.95
8" N, 8" S, 8" SW

CURB INLET
RIM = 203.29
INV = 200.23
12" S, 12" N
DI 18X20
RIM = 204.98
INV = 200.94
12" N, 12" S
RIM = 207.22
INV = 203.96
8" NW, 6" S
DI 10X15
RIM = 207.44
INV = 203.17
8" NW, 8" E
DI 10X15
RIM = 208.33
INV = 205.8
8" S
DI 10X15
RIM = 208.02
INV = 204.26
8" W DI 10X15
RIM = 207.73
INV = 204.61
8" N
DI 10X15
RIM = 207.30
INV = 204.70
8" S, 8" E
DI 10X15
RIM = 207.23
INV = 204.20
8" W, 8" E
DI 10X15
RIM = 208.14
INV = 203.56
8" W, 8" N
DI 10X15
RIM = 207.13
INV = 203.23
12" SW
SDMH
RIM = 209.25
INV = 203.13
8"N, 8"S
SDMH
RIM = 208.92
INV = 202.22
8" NW, 8" NE, 8" S
I:\21143 P3 City of Cupertino - Wilson Park\dwg\T1.0 - TOPOGRAPHIC SURVEY.dwg, 10/25/2022 3:06:16 PM, AutoCAD PDF (General Documentation).pc3

SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
207.58
207.91
208.04
208.01
207.87
207.68
207.60
207.80
207.20 207.14
207.07 207.10 207.03 206.98
206.85207.70207.70207.75
207.80
207.74
207.61
208.34
208.61
208.89
209.16
209.25209.08
209.01
207.93
208.22
207.09
207.32
8 R
209.21
203.13
205.09
211.05
211.50
211.28
211.96
213.09
213.90
214.07
216.19
215.76
212.01
210.92
210.89
209.25
209.32
209.38
209.47
209.49
209.52
209.52
209.56
209.60
209.65
209.69
209.70209.59
209.69
209.71
209.89
210.00
210.10
210.32
210.52
210.67
210.85
211.02
211.15
211.38
211.54
211.70
211.76
211.78
211.72
211.90
211.93
211.88
211.98
211.97
212.87
212.56
212.85
212.57
211.84
211.57
211.32
211.10
210.91
210.68210.53210.38210.28210.11210.12210.11210.08210.14
209.98209.96
210.06210.06
210.15210.10210.10
209.59 209.34 209.33
209.58 209.54
209.46 209.49
209.37 209.40 209.39 209.43
209.46
209.36
209.34 209.32
209.47 209.56
209.45209.36
209.28
209.16
209.05
208.89
209.43209.44209.45209.41
209.40
209.43
209.42
209.42
209.44
209.45
209.39209.34
209.25
209.29
209.53
209.30
209.34
209.62
209.71
209.86
209.96
210.13
210.16210.15
210.28
210.38
210.38
210.41
210.29210.01209.99209.97
209.78
209.59
209.43
208.66 208.61
208.62208.67
205.64
204.95
208.94208.96
208.96 208.94
209.28
207.11
207.17
207.16 207.04
207.06
207.73
207.90
207.27
207.15207.26
207.24207.19 207.12 207.15
208.74
209.48
208.20
207.90
208.47
208.13 207.58
208.19
208.11
210.83
211.15
211.21
210.24
210.14
210.15
210.36
210.38
210.34
210.30
210.32
210.22 209.86 209.89 209.88 209.84 209.94
210.00 210.06 210.06 210.32 210.50
209.59209.54209.51209.51209.55209.52209.84210.15210.32210.37 210.27 210.01 209.73 209.68 209.73 209.71
210.09
209.91
209.86
210.00210.03
209.90
209.98
210.06
209.31 209.35
210.04 210.08
209.75
209.52209.48
209.67
209.29
209.33209.32
209.34
209.28
210.41
210.39
210.44
210.40
210.38
210.43
210.17210.16210.08
210.06210.07
210.04209.97
210.08210.12210.12210.09210.22210.50210.67210.81211.26
211.29
211.42
211.59
211.87
212.10
212.22
212.11
212.72212.76
212.77
212.73
212.37
212.28
211.88
211.82
211.80
212.17
212.12
212.00
211.95
211.78
211.59
211.48
211.36
211.25
211.19
211.11
211.04
210.50
210.52
210.92
210.76
210.70
210.70
210.64
210.54
210.46
210.36
210.24
210.13
210.11
210.06
210.04
209.92
209.78
209.67 209.86
209.98
210.09
210.22
210.27
210.28
210.34
210.43
210.56
210.65
210.70
210.81
210.90
210.89
210.88
211.08
211.13
210.88
210.88
211.28
211.32
211.32
211.43
211.51
211.69
211.77
211.92
212.09
212.11
212.28
212.31
212.30
212.34
212.41212.46212.49
212.59
212.80
212.81
212.15 212.24
212.27
212.28
212.25
212.19
211.93211.80211.75
211.74
211.73
211.66
211.51
211.47
211.31
211.09
211.00
210.84
210.81
210.76
210.71
210.63
210.60
210.54
210.47
210.46
210.43
210.38
210.26
210.19
210.20
210.16
210.08
209.97
209.87
209.76
209.65
209.62
209.59
209.54
209.42
209.30
209.16 209.34
209.78 209.49
209.93 209.62
210.03 209.74
210.12 209.75
210.24 209.78
210.30 209.85
210.38 209.94
210.43
210.04
210.41 210.11
210.46 210.18
210.53 210.29
210.62
210.32
210.68
210.32
210.77
210.39
210.89
210.53
210.95
210.91
210.86
210.99
211.01 210.58
211.00
211.34
211.68
211.73
211.40
211.06
210.67
210.98
210.94
211.05
211.08 210.75
211.09
210.78
211.15
210.85
211.21
210.90
211.28
210.94
211.39
211.00
211.52
211.13
211.55
211.27211.59
211.55
211.77
211.65
211.87
211.86
212.10
211.89
212.26
212.20
211.80
212.17
211.78
212.10
211.77
212.03
211.72
211.94
211.68
211.89
211.60
211.82 211.48
211.53
211.50211.43
211.44
211.35211.28
211.32211.39
211.67
211.29
211.62
211.27
212.05
212.04
212.03
212.04212.09
212.00
212.00
211.86
211.77211.74
212.04
212.18212.07
212.04
212.12
212.25
212.33
212.50
212.63
212.76
212.73
212.76
212.69
212.30212.26
212.24
212.41
212.47212.56
212.70
212.80
212.78
211.77
211.74
211.96
211.98
211.66
211.64
211.86211.86
211.68
211.75
211.24
211.01
211.12
211.07
210.90 210.77 210.66 210.55
210.56210.54
210.51 210.45 210.36 210.24
210.07
209.88 209.87 209.88 209.90 209.91 209.89
209.85209.89
209.86
209.83
209.80209.80
209.76
209.82 209.80 209.84 209.90 209.93 209.98 210.04 210.10 210.16 210.18 210.22 210.34210.27210.23210.16210.06210.04210.01209.98209.96209.94209.94209.88 209.93209.95209.90
210.10 209.94 209.91 209.95 209.99 209.98 209.99 210.02 209.97 209.98 210.03 210.02 210.02 210.04 210.06 210.07 210.10 210.19 210.29 210.27 210.40
209.16
209.14 209.13
209.14
204.30
209.25
209.28209.29
209.25
209.15
209.18 209.16
209.14
204.90
209.08
209.03 209.04
209.13
205.08
208.90
208.93 208.92
208.93
205.66
210.16210.04
210.08 210.16
210.25210.05
210.05210.03210.05 210.09 210.10210.07 210.10210.10 210.08 210.03 210.06 210.98210.84
210.88211.04210.78
211.59
215
214
216
210
209

PARKSIDE LANE
208.92
38 R
202.22
203.13

BASEBALL FIELD

SOCCER FIELD

RESTROOMS

RESTROOMS
DF
4 208.00
MAG
7 209.36
X
10 211.74
MAG HMH 342
11 211.73
MAG HMH 343
13 14
210.08
X
15 210.85
X

I I I I
I

FUTURE CREEK TRAIL

TR TR TR
TR
TR TR
TR

BLEACHERS

BLEACHERS
D D D
D D D
DD
D
TR
C
T4.0
JP
RC
21143-P3

TOPOGRAPHIC SURVEY
CHECKED BY:

DRAWN BY:

SHEET

DESCRIPTION
4 3
2 1
0 REV. BY DATE
JOB NUMBER:

BID SET RC 10/13/2022

PREPARED AT THE REQUEST OF

WILSON PARK

BASKETBALL COURT

TOPOGRAPHIC SURVEY
1" = 20' 020' 10' 20' 40'
1" = 20'

BLEACHERS
DI 24X24
RIM = 208.90
INV = 205.66
8" E
DI 24X24
RIM = 209.03
INV = 205.08
8" E, 8" W, 8" S
DI 24X24
RIM = 209.14
INV = 204.90
8" E, 8" W, 8" S
DI 24X24
RIM = 209.13
INV = 204.30
8" N, 8" E, 8" S, 8" W
RIM = 209.25
SILTED
DI 24X24
RIM = 208.61
INV = 205.64
8" N, 8" S
DI 24X24
RIM = 208.94
INV = 204.95
8" N, 8" S, 8" SW
SDMH
RIM = 209.25
INV = 203.13
8"N, 8"S
SDMH
RIM = 208.92
INV = 202.22
8" NW, 8" NE, 8" S
I:\21143 P3 City of Cupertino - Wilson Park\dwg\T1.0 - TOPOGRAPHIC SURVEY.dwg, 10/25/2022 3:06:19 PM, AutoCAD PDF (General Documentation).pc3

Cupertino City CouncilJanuary 17, 2023

Cupertino City Council
January 17, 2023