20240624 Grant Park Design Phase 1 RTA Drawing Set.pdf

PDF 6 MB Posted Jul 3, 2024

Attached to: IFB Grant Park Restoration Federal contract opportunity
Solicitation number: W91QF4-24-B-0003
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Eustis

About this file

Written by GovTribe AI · Jul 3, 2024

This document is a set of drawings for the Grant Park Design Phase 1 project at Fort Leavenworth, Kansas. The drawings include plans for site demolition, grading, drainage, landscaping, pickleball courts, shelters, stairs, lighting, and electrical infrastructure. The project is being procured through Solicitation W91QF4-24-B-0003, an Invitation for Bids (IFB) issued by the Department of the Army Materiel Command Mission and Installation Contracting Command (MICC) at Fort Eustis. The IFB covers the full scope of the Grant Park Restoration project, which is planned to be executed in multiple phases. This Phase 1 work focuses on initial site preparation, partial trail construction, pickleball courts, and related utilities and infrastructure. Pricing is required to be broken out by separate Contract Line Item Numbers (CLINs) for the base scope and optional add-ons.

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Other files for this federal contract opportunity

Other files attached to IFB Grant Park Restoration, newest first.
File	Type	Posted
20240628 Grant Park Design Phase 1 RTA Drawing Set.pdf	PDF	Jul 23, 2024
Enviornmental Asbestos Abatement Standards Grant Park.pdf	PDF	Jul 3, 2024
W91QF4-24-B-0003-Grant_Park_Restoration_FLV.pdf	PDF	Jul 3, 2024
WD-KS20240053_Building_dtd_20240405.pdf	PDF	Jul 3, 2024

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AREA OF CONSTRUCTION

SHEET LIST

G-001 COVER SHEET

G-002 GEN NOTES AND ABBREVIATIONS

V-001 EXISTING CONDITIONS

C-100 SITE DEMO PLAN

C-101 OVERALL SITE PLAN

C-102 SITE CONTROL PLAN

C-103 GRADING AND DRAINAGE PLAN

C-104 SECTION VIEWS

C-500 CIVIL DETAILS

L-100 LANDSCAPE PLAN

A-100 PICKLEBALL PLAZA PLAN

A-200 PICKLEBALL PLAZA SHELTER

A-300 ENLARGED COURTS PLANS

A-400 BOLLARDS, STONE POSTS, AND LIGHT POST

DETAILS

A-500 WEST STAIR AND NORTH TRAIL HEAD

E-100 OVERALL ELECTRICAL SITE PLAN

E-101 ENLARGED ELECTRICAL PLANS

E-500 ELECTRICAL DETAILS

E-501 ELECTRICAL DETAILS

GRANT PARK REPAIR: PHASE 1

DRAWING SUBMITTAL: READY TO AWARD RTA

DATE: 6/24/2024

FORT LEAVENWORTH

DPW

FT LEAVENWORTH

DPW

SHEET ID

G-001

C O

S H

G R A N

R K D

A S E

M cC

A N

A V E, FO

R T

A V

W O

K S

D R A W

N B

C H

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A N

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M A R K

C R

N D

1 2 3 4 5

R A

O F

C W

O R K S

G D

B R A N

C H

N T

U E

POPE AVENUE

KEARNEY AVENUE

RTA SUBMITTAL

D D

G A S

A S

D R

GAS GAS

ASPHALT DRIVE

OHPB

A S

D R

GAS

G A S

POWER

W W

B 24 B 342

A A1

B B1

C C1

D D

W W W W W

W W

G A S

A S

D R

OHPB

97 GAS

POWER

W W

B 24 B 342

D D

W W W W W

OHP

FON

ABBREVIATIONS GENERAL PROJECT NOTES

LEGEND

SANITARY MANHOLE

ELECTRICAL MANHOLE

TRANSFORMER

GUY WIRE

POWER POLE

TELEPHONE PEDESTAL

TREE

WATER VALVE

GAS VALVE

LIGHT POLE

POST INDICATOR VALVE

EXISTING OVERHEAD POWER

LINE

EXISTING BURIED TELEPHONE

LINE

WATER LINE

EXISTING SANITARY LINE

EXISTING CHAIN LINK FENCE

EXISTING STORM SEWER

EXISTING WOOD PLANK FENCE

1. ALL WORK SHALL BE COORDINATED WITH DIRECTORATE OF PUBLIC WORKS (DPW) AND THE CONTRACTING OFFICER. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.

CONTRACTOR TO HAVE LOCATES PERFORMED PRIOR TO ANY EXCAVATION. IN THE EVENT THAT A UTILITY IS SITUATED SUCH THAT CONSTRUCTION CANNOT PROCEED AS SHOWN ON THE PLANS, NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE(COR) IMMEDIATELY. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ON SITE CONDITIONS ARE TO BE

CAPTURED VIA REDLINES AND UPDATED ON THE AS BUILT SUBMITTAL.

2. CONTRACTOR SHALL INSTALL TRAFFIC CONTROL SIGNAGE AND CONSTRUCTION BARRICADES IN ACCORDANCE WITH MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

CONSTRUCTION LIMITS SHALL BE INDICATED VIA BLACK MESH TEMPORARY CONSTRUCTION FENCING.

3. CONTRACTOR TO FIELD ADJUST ANY EXISTING UTILITY MANHOLES OR VALVES TO GRADE AS REQUIRED.

4. CONSTRUCTION STAGING AND STORAGE SHALL BE LOCATED ON SITE OR IN THE PARKING LOT OF B 24. SMALLER MATERIALS WILL BE STAGED AT A CONTRACTOR YARD OR AS

ASSIGNED BY THE INSPECTOR. MATERIALS FOR THIS PROJECT SHALL BE STORED AS DETERMINED IN THE PRE-CONSTRUCTION MEETING.

5. CONTRACTOR PARKING SHALL BE ONLY IN THE PARKING LOT OF B 24 OR AS OTHERWISE DICTATED BY THE COR.

6. CONTRACTOR SHALL ENSURE THAT ALL ADJACENT PROPERTY IS PROTECTED FROM DUST, DIRT, RUNOFF, DEBRIS, AND ANY OTHER DAMAGES RESULTING FROM PROJECT ACTIVITIES.

7. CONTRACTOR TO REPLACE OR REPAIR ALL EXISTING ADJACENT FINISHED SURFACE, UTILITIES, EQUIPMENT, PRODUCTS, VEGETATION, AND STRUCTURES, OR PARTS THEREOF, THAT

HAVE BEEN DAMAGED OR REMOVED TO PERFORM THE WORK.

8. CONTRACTOR SHALL ENSURE THAT ALL NON-RECYCLABLE TRASH, DEBRIS, REFUSE, GARBAGE, ETC. IS TAKEN OFF BASE AND DISPOSED OF IN A SAFE AND LEGAL MANNER.

9. CONTRACTOR SHALL ENSURE THAT THE PROJECT SITE IS COMPLETELY CLEAN BEFORE THE PROJECT FINAL WALK-THROUGH. ALL MATERIALS SHALL BE NEW, PROPERLY CLEANED, AND

SHALL BE FREE OF SCUFFS, DIRT, AND DUST. AREAS SURROUNDING THE CONSTRUCTION SITE SHALL ALSO BE CLEANED OF ANY DIRT, DUST, OR DEBRIS.

10. CONTRACTOR TO BREAK DOWN COSTS OF OVERALL PROJECT FOLLOWING CLIN FORMAT. BASE AND ALL CLINS WILL COMPRISE TOTAL PRICE FOR PROJECT TO BE SUBMITTED.

A _____

A AMPS

ABS ABSOLUTE

C _____

C CONDUIT

CJ CONTROL JOINT

CL CENTERLINE

D _____

DWG DRAWING

E _____

EJ EXPANSION JOINT

EM ELECTRIC METER

EQ EQUAL

F _____

FDS FUSIBLE DISCONNECT SWITCH

FL FLOW LINE ELEVATION

H _____

HDPE HIGH DENSITY POLYETHYLENE

J _____

JB JUNCTION BOX

K _____

KVA KILOVOLT AMPS

L _____

LM LUMEN

M _____

MAX MAXIMUM

MIN MINIMUM

N _____

NOM NOMINAL

O _____

OC ON CENTER

P _____

PVC POLYVINYL CHLORIDE

R _____

RCP REINFORCED CONCRETE PIPE

T _____

T TRANSFORMER

TOR TOP OF RIM ELEVATION

TYP TYPICAL

U _____

UNO UNLESS NOTED OTHERWISE

V _____

V VOLTS

VCP VITRIFIED CLAY PIPE

W _____

W WATTS

FT LEAVENWORTH

DPW

SHEET ID

G-002

A L

N O

A B B R

O N

A S

G P

A N

D C

G R A N

R K D

A S E

M cC

A N

A V E, FO

R T

A V

W O

K S

D R A W

N B

C H

B Y:

A N

S I

S U

E D

C T

N O

M A R K

C R

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1 2 3

4 5

R A

O F

C W

O R K S

G D

B R A N

C H

GRANT PARK DESIGN PHASING PLANG1

SCALE: 1" = 80'G-001

0 20' 40' 60' 80'

PHASE 1: GRADING AGAINST RETAINING WALLS, PARTIAL MULTI-USE TRAIL, TENNIS COURT,

PICKLEBALL COURTS AND COMMON SPACE, LIGHTING, STORM SEWER, ACCESS FROM THE

NORTH AND FROM THE WEST, GRADING FOR SOCCER FIELD (SOCCER FIELD STRIPING AND

GOALS BY OTHERS)

PHASE 2: MAIN SHELTER, GRILL SPACE, CONCRETE SLAB GATHERING SPACE, LATRINE

BUILDING, COMPLETE NORTH LOOP OF MULTI USE TRAIL, LIGHTING, FIRE PIT AND

GATHERING SPACE

PHASE 3+: POOL DECK EXPANSION, SITE GRADING, PARKING LOT, PLAYGROUNDS, SPLASH

PAD, BASKET BALL COURT, VOLLEYBALL COURT, ACCESS FROM EAST, COMPLETE MULTI

USE TRAIL, STORM SEWER, AND SANITARY SEWER

PHASE 1

PHASE 2

PHASE 3+

GRANT PARK DESIGN: PHASE 1 CLIN SCOPESG2

SCALE: 1" = 80'G-001

0 20 40 60 80'

PHASES WITH SCOPE

CLIN SCHEDULE:

BASE: OVERALL SITE AND WEST RETAINING WALL GRADING WITH SWALE(EXCLUDES EAST RETAINING

WALL GRADING), SIDEWALK RAMP FROM NORTH, STORM SEWER DEMO AND NEW CONSTRUCTION,

PARTIAL MULTI USE TRAIL, PARK BENCHES, TENNIS AND PICKLEBALL COURTS WITH ASSOCIATED

LIGHTING/FENCING, PICKLEBALL PLAZA BETWEEN PAIRS OF PICKLEBALL COURTS WITH

ASSOCIATED LIGHTING AND UTILITIES, SHELTER BASE AND FOUNDATIONS(EXCLUDING SHELTER

SUPERSTRUCTURE), WATER FOUNTAIN, BIKE RACK, LANDSCAPING AND SEEDING

CLIN 1: EAST RETAINING WALL GRADING AND SWALE

CLIN 2: WEST STAIRWELL FROM ALLEY TO INCLUDE AT GRADE STEPS, RAILINGS, LANDINGS, AND

DECORATIVE LIGHT POLE BASES WITH LIGHT POLES

CLIN 3: PICKLEBALL PLAZA SHELTER SUPERSTRUCTURE BUILT ATOP BASES AND FOUNDATIONS

INSTALLED IN BASE CONTRACT

CLIN 4: LIGHT POLES FOR MULTI USE TRAIL NOT CAPTURED IN COURT, RAMP, OR STAIR LIGHTING.

LIGHT POLES TO BE INSTALLED ATOP BASES WHICH WERE INSTALLED IN BASE CONTRACT

BASE

CLIN 1

CLIN 3

CLIN 2

RTA SUBMITTAL

N T

U E

POPE AVENUE

KEARNEY AVENUE

HAUL ROUTE TO HANCOCK BORROW SITEG3

NOT TO SCALEG-002

HAN

NUE

IOWA AVENUE

NOTES:

1. CONTRACTOR MAY

CHOOSE TO

PROCURE AND HAUL

IN FILL MATERIAL

FROM OFF POST IN

LIEU OF USING ON

POST BORROW SITE

2. HAUL ROUTE IS

APPROXIMATELY 2.4

MILES EACH WAY

3. BORROW SITE

MATERIAL TO BE

SEGREGATED AS

NECESSARY TO

ENSURE NO

CONSTRUCTION

DEBRIS OR STONES

GREATER THAN 6"

ACROSS ARE

UTILIZED ON SITE

AS FILL

LIMITS OF DISTURBANCE

PROJECT

LOCATION

HANCOCK

BORROW SITE

AutoCAD SHX Text W

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text W

�CONTROL POINT #5

1/2" IRON BAR WITH ALC CAP

N-387163.57 E-2183146.18

ELV-893.70

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WALL

A-500 w a..

Cf) en

2 3 dJ

CONTROL POINT #1

1/2" IRON BAR WITH ALC CAP

N-387125.21 E-2183671.42

ELV-879.22

C-101

KEARNYAVE I

SITE PLAN PHASE 1

SCALE: 1" = 40'

I I

B 34

POWER -L____;-� -----. V7]

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4 5

SHEET KEYNOTES

(D EXISTING BUILDING TO REMAIN

@ EXISTING CONCRETE WALL ALONG WEST SIDE TO REMAIN

@ INSTALL NEW DRINKING FOUNTAIN ON SLAB ON GRADE WITH WATER LINE TO

SERVE. CONSTRUCT 20" DIAMETER BY 3" DEEP¾" CLEAN GRAVEL PIT DIRECTLY

BENEATH FOUNTAIN. DRAIN LINE OF FOUNTAIN TO DAYLIGHT INTO GRAVEL PIT

@ 8' SIDEWALK

@ 6' SIDEWALK

@ TENNIS COURT

(j) PICKLEBALL COURTS

@ CONCRETE STAIRCASE (CLIN 2)

@ SIDEWALK RAMP

@) STORM SEWER (SEE SHEET C-103)

@ APPROXIMATELY 50' X 42" LIMESTONE BLOCK RETAINING WALL.

BLOCKS ARE TO BE TAN COLORED AND INSTALLED WITH A SLIGHT

STEP.

@ SOCCER FIELD (BY OTHERS)

@ LANDSCAPING (SEE SHEET L-100)

@ TAP NEW WATER LINE INTO EXISTING LINE

PER AM WATER STANDARDS AND

SPECIFICATIONS. COORDINATE WATER

LINE INSTALL WITH AM WATER

@ WATER LINE TO BE INSTALLED BY OTHERS.

WATER LINE IS EXPECTED TO BE INSTALLED

PRIOR TO THE CONSTRUCTION OF THIS PROJECT.

FORT LEAVENWORT

DPW

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SHEET ID

C-101

RTA SUBMITTAL

G A S

A S

D R

O H

P O

H P

O H

OHP OHP OHP OHPB

97 GAS GAS GAS

GAS

G A S

POWER

POWER POWER

POWER POWER POWER POWER

A A1

B B1

C C1

W W

B 24 B 342

A A1

B B1

C C1

D D

W W

3' O

R C P

' O F

R C P

190.55' OF 15" RCP @ 2.8%

' O

R C P

108.52' O

F 36" RCP @

1.5%

1' O

R C P

116.2' OF 15" HDPE @ 6%

44.8' OF 36"

RCP @ 1.5%

153.9' OF 30" RCP @ 1%

66.82' OF 24" HDPE

@ 20.2%

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 W W W W W W W W W W W W W W W

80' O F 15"

H D

PE @

1.5%

39.49' OF 15" HDPE @ 2.5%

58.2' OF 6" PERFORATED HDPE @ 11%

27.17' OF 6" HDPE @ X%

875870

0 15' 30'

GRADING AND DRAINAGE PLANA1

SCALE: 1" = 30'

1. STORM SEWER DRAINAGE MUST BE MAINTAINED DURING DEMO OF OLD LINES AND CONSTRUCTION OF NEW LINES. STORM DRAINAGE DURING CONSTRUCTION MUST BE ROUTED DOWNSTREAM BACK INTO SYSTEM WHILE MINIMIZING SCOUR AND DAMAGE TO EXISTING CONDITIONS. ANY DAMAGE DUE TO WORK PERFORMED MUST BE RESTORED TO PRE CONSTRUCTION CONDITIONS OR BETTER.

STORMWATER DIVERSION PLAN TO BE SUBMITTED FOR GOVERNMENT APPROVAL BEFORE STORM SEWER DEMO BEGINS.

2. ALL NEW GRADING TO BE COMPACTED TO 95% AS VERIFIED BY PROOF ROLL OF SHEEPS FOOT COMPACTOR. CONSTRUCTION OF FILL TO

BE PERFORMED IN EIGHT INCH LIFTS.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF STORM SEWER STRUCTURES FOR GOVERNMENT APPROVAL PRIOR TO ORDERING

STRUCTURES.

4. EXISTING UTILITY DEPTHS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION OF NEW UTILITIES.

5. GRADING SHOWN ON THIS SHEET IS PART OF BASE CONTRACT. REFER: C-104 FOR CLIN 1 GRADING.

6. CONTRACTOR TO SUBMIT EROSION PREVENTION PLAN FOR GOVERNMENT REVIEW PRIOR TO BEGINNING GRADING WORK.

7. REFER TO CONTROL PLAN ON C-102 FOR COORDINATE LOCATIONS OF STRUCTURES.

8. NEW STORM SEWER STRUCTURES TO HAVE LADDER FOR ACCESS TO INSIDE OF STRUCTURE VIA MANHOLE ON TOP OF STRUCTURE.

9. NEW STORM SEWER LINES TO BE INSTALLED ATOP BEDDING CONSISTING OF 4" OF GRANULAR MATERIAL TO PROVIDE CONTINUOUS

SUPPORT.

10. REFER C101 FOR FILL SECTIONS. GRADING INCLUDED IN CLIN 1 IS INDICATED BY DASHED TOPOGRAPHIC LINES.

11. PERFORATED DRAIN TILE TO RUN ENTIRE LENGTH OF WALL AND BE WRAPPED IN GEOTEXTILE FABRIC SUCH THAT SOIL AROUND THE PIPE

DOES NOT CLOG PERFORATIONS.

12. SATISFACTORY MATERIALS FOR FILL BROUGHT ON POST WILL CONSIST OF CL, GW, GP, GC, SP-SC, SW, AND SP WITH STONES SIZING NO

GREATER THAN 6" ACROSS.

13. EXISTING TOP SOIL ON SITE TO BE SALVAGED FOR USE IN FINAL GRADING.

14. ALL FILL AREAS TO RECEIVE 6" TOP SOIL TO MATCH FINAL GRADES. TOP SOIL TO BE PH, AND NUTRIENT TESTED, AND ADJUSTED AS

NECESSARY TO ENSURE OPTIMAL VEGETATIVE GROWTH.

GENERAL NOTES

1. TYPE II CURB INLET

TOR: 872.16

FL IN N(EXISTING) 18" VCP: 866.21

FL OUT S 30" RCP: 866.00

2. AREA INLET

TOR:868.00

FL IN NE 6" HDPE: 865 (CONTRACTOR TO FIELD

VERIFY EXISTING PIPE LOCATION AND DEPTH AT

FACE OF BUILDING AND AT NEW STRUCTURE)

FL IN NW(EXISTING) 6" VCP: ??? (CONTRACTOR TO

FIELD VERIFY PIPE LOCATION DEPTH AT NEW

STRUCTURE LOCATION)

FL IN N 30" RCP: 863.60

FL IN W 15" RCP: 862.50

FL OUT S 30" RCP: 861.75

3. AREA INLET

TOR: 866.80

FL OUT E 15" HDPE: 863.50

4. AREA INLET

TOR: 862.80

FL IN N 30" RCP: 857.50

FL IN W 15" HDPE: 859.00

FL OUT S 30" RCP: 857.00

5. AREA INLET

TOR: 872.00

FL IN W(EXISTING) 8" VCP: 870.00

FL OUT E 15" HDPE: 864.30

6. AREA INLET

TOR: 860.80

FL IN N 30" RCP: 852.00

FL OUT S 30" RCP: 851.80

7. AREA INLET

TOR: 859.50

FL IN N 30" RCP: 850.20

FL IN E 15" HDPE: 856.75

FL OUT W 36" RCP: 850.00

8. TYPE II CURB INLET

TOR: 870.20

FL IN E 15" RCP: 866.89

FL OUT W 15" HDPE: 858.37

9. TYPE II CURB INLET

TOR: 870.62

FL OUT W 15" RCP: 867.12

10. JUNCTION BOX WITH MANHOLE

TOR: 859.70

FL IN W 30" RCP: 854.20

FL IN E 36" RCP: 849.35

FL OUT S(EXISTING) 18" VCP: 845.60

11. AREA INLET

TOR: 859.90

FL IN NW 6" HDPE: 856.9(REF C5/C501;

CONTRACTOR TO FIELD VERIFY UPSTREAM

ELEVATION)

FL IN W 24" HDPE: 856.90

FL IN N 15" HDPE: 856.60

FL OUT E 30" RCP: 856.40

12. AREA INLET

TOR: 860.80

FL OUT S 15" HDPE: 857.80

13. TYPE II CURB INLET

TOR: 873.60

FL OUT E 24" HDPE: 870.10

KEYNOTES

C-103

FT LEAVENWORTH

DPW

SHEET ID

C-103

G R A D

A N

D D

R A

A G

A N

G R A N

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A S E

M cC

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G D

B R A N

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RTA SUBMITTAL

EXISTING

AutoCAD SHX Text S

VARIES

1'-0" to 2'-0"

2" ASPHALTIC

CONCRETE SURFACE

COURSE

CONCRETE FILL

(DEPTH VARIES, 6"

MINIMUM)

SAW CUT TO ROCK

BASE OR SUBGRADE

EXISTING

ASPHALTIC

CONCRETE

RE-COMPACT

TOP 6" OF

SUBGRADE

COMPACTED

AGGREGATE LEVELING

COURSE

NOT TO SCALE

CURB REPLACEMENT

GENERAL NOTES (ALL DETAILS THIS SHEET):

1. 3

4" ISOLATION JOINTS WITH 58" DIA. X 2' SMOOTH DOWELS SHALL BE PLACED AT

RADIUS POINTS AND AT 150' INTERVALS. THESE DOWEL BARS SHALL BE GREASED

AND WRAPPED ON ONE END WITH EXPANSION TUBES.

2. 1" DEEP CONTRACTION JOINTS SHALL BE INSTALLED AT APPROXIMATELY 10'

INTERVALS. THESE JOINTS SHALL PASS ACROSS THE ENTIRE CURB SECTION.

3. FIX DOWEL BARS WITH BAR SUPPORTS.

4. DEPTH OF CURB SHALL BE A MINIMUM OF 8" THROUGH THE HANDICAP ACCESS RAMP.

5. CONCRETE SHALL CONFORM TO PROJECT SPECIFICATIONS.

6. SUBGRADE COMPACTION, SHALL EXTEND UNDER ADJACENT CURB SECTIONS AND

TWO FEET (2.0') BEYOND THE BACK OF CURB.

JOINT SPACING:

EXPANSION - 40' MAX.

CONTROL - 5' MAX.

NOTE:

1. CROSS SLOPE SHALL NOT EXCEED 2% ALONG ALL ADA ROUTES.

PROVIDE

SEALANT TO

APPROX. 3/8"

BELOW SURFACE.

1/2"

EXPANSION

JOINT FILLER

CONCRETE

PAVEMENT

TOOL JOINT 1/4

DEPTH OF

CONCRETE x

1/4"WIDE WITHIN

24 HOURS OF

POUR.SEAL.

4" MIN. COMPACTED

CRUSHED LIMESTONE

LEVELING COURSE

8" MIN. COMPACTED TO 95% OF STD.

PROCTOR MAX. DENSITY. IF SITE

CONDITIONS WARRANT, SUBGRADE MAY

REQUIRE CHEMICALLY STABILIZATION

NOT TO SCALE

REINFORCED CONCRETE SIDEWALK PAVEMENT

WELDED WIRE REINFORCEMENT

6 X 6 - W4 X W4

A 2 EA. <) 14x3x3x3'-11 2"

B 4 EA. ⅊ 14X3x0'-3" C 12 EA. ⅊ 14x3x2'-13

8" D 2 EA. <) 14x3x3x2'-11

2" E 26 EA. ⅊ 38Øx0'-21

8" F 27

8" O.C.

130 LB. YARD GRATE 148 LB. PEDESTRIAN GRATE 250 LB. TRAFFIC GRATE

A 2 EA. <) 12x3x3x3'-11 8"

B 4 EA. ⅊ 12X3x0'-3" C 12 EA. ⅊ 12x3x2'-7

8" D 2 EA. <) 14x3x3x2'-1" E 26 EA. ⅊ 38Øx0'-23

8" F 27

8" O.C.

A 2 EA. <) 14x3x3x3'-11 2"

B 4 EA. ⅊ 14X3x0'-3" C 25 EA. ⅊ 14x2x2'-11

8" D 2 EA. <) 14x3x3x2'-11

E 52 EA. ⅊ 3

16x11 2x0'-11

8" F 1- 7

16" O.C.

16"

1" AT TOP

NOT TO SCALE

AREA INLET GRATE

SECTION

PLAN

16"

2'-2" 3'-2"

PRECAST INLET

BOX SECTION

LB.

GRATE

148 LB. & 130 LB. GRATES

#4 REBARS

15" OC BOTH

DIRECTIONS6"

CONCRETE

PAVEMENT

4" MIN. COMPACTED

CRUSHED LIMESTONE

LEVELING COURSE

8" MIN. COMPACTED TO 95% OF STD.

PROCTOR MAX. DENSITY. IF SITE

CONDITIONS WARRANT, SUBGRADE MAY

REQUIRE CHEMICALLY STABILIZATION

NOT TO SCALE

REINFORCED CONCRETE SPORT COURT PAVEMENT

R1 2"

24"

13"

6" 2"

1-1/4"

8" 8"

C1 C-500

C3 C-500

C7 C-500

C2 C-500

FT LEAVENWORTH

DPW

SHEET ID

C-500

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1 2 3 4 5

R A

O F

C W

O R K S

G D

B R A N

C H

RTA SUBMITTAL

SETBACK CURB INLET WITH METAL THROAT - PLAN VIEW

NOT TO SCALE

ADDITIONAL #4 BARS AT 45°

SLOPE 1/4"

TYPE I RING AND COVER

PER FOOT

1'-4" MIN.

FOR ADDITIONAL INFORMATION

REFER TO TYPICAL SECTION "D"

AND 1/2" PER FOOT SLOPE

MAINTAIN GUTTER WIDTH

3'-0"

1'-3"

88.8

10' MAXIMUM

5' MINIMUM

INLET 'LENGTH'

DOWNSTREAM

5' TRANSITION

EJ CJ

EXTEND THROUGH TRANSITIONS

TO TYPICAL REINFORCING

#4 BAR TIED TO REBAR HOOK

EJ = 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT

CJ = SAWED OR TOOLED CONTROL JOINT 3/4" DEEP

AND BOTH SIDES OF SUMP

10' TRANSITION UPSTREAM

CJ EJ

1'-0"

6" MINIMUM CONCRETE

3/4" CLEAN CRUSHED ROCK

APRON OVER 6" THICK MINIMUM

= TOP OF RIM ELEV PER PLANS

TOP OF FRAME ELEVATION

2'-0" STD CURB

1'-3"

STEEL FRAME

MATCH TOP OF

OF STEEL FRAME

MATCH FLOWLINE

MIN.

CENTER OF LID ALIGNED

WITH LADDER AND 1'-2"

OFF INSIDE FACE OF WALL

2' -6" MIN

10" HIGH STEEL INLET FRAME

MANUFACTURED BY SHAWNEE

STEEL AND WELDING, INC. OR

PRE-APPROVED EQUAL. SEE

STEEL INLET FRAME DETAIL

6" THICK MINIMUM CONCRETE

APRON OVER 6" MINIMUM 3/4"

CLEAN CRUSHED ROCK

MAINTAIN GUTTER WIDTH

AND 1/2" PER FOOT SLOPE

THROUGH TRANSITION

TYPE 1

TYPE 2

CURB TRANSITION - SECTION A

NOT TO SCALE

SETBACK CURB INLET WITH METAL THROAT - SECTION B

NOT TO SCALE

#4 BAR CENTERED IN CONCRETE TIED TO

REBAR HOOK EXTEND THROUGH TRANSITIONS

C4 C-500

C8 C-500

C5 C-500

SPORT COURT SURFACING

NOT TO SCALE

C6 C-500

6" Concrete

Color Coat

Acrylic Resurfacer

White Line Paint

(1 Coat)

(2 Coats)

Pickel Ball Kitchen Area - Brite Red (Product #C1392G) Court Surface - Light Green (Product #C1372G) All Other Areas - Light Blue (Product #C1385G)

Basis of Design - SportMaster Sport Surfaces

WEST WALL TYPCIAL SECTION

NOT TO SCALE

C9 C-500

NOTE:

1. ALL SPORT COURT EXPANSION JOINTS, WHERE PAVEMENT IS IMMEDIATELY

ADJACENT TO EXPANSION JOINT, TO HAVE DOWELS EXTENDING 18" INTO

ADJACENT PAVEMENT. DOWELS TO BE SPACED AT 15" O.C AND TO BE CENTERED

IN THE ADJACENT PAVEMENT'S SECTION.

AutoCAD SHX Text

2. MACRO FIBER REINFORCEMENT MAY BE SUBSTITUTED FOR WELDED WIREMACRO FIBER REINFORCEMENT MAY BE SUBSTITUTED FOR WELDED WIRE

AutoCAD SHX Text 1-1/2" R.

AutoCAD SHX Text

5/8" PER FT.

AutoCAD SHX Text INSTALL 6" PERFORATED DRAIN PIPE ALONG ENTIRE LENGTH OF WALL RE: A1/C103 FOR CONNECTION

AutoCAD SHX Text

CLEAN " GRAVEL 34" GRAVEL WRAPPED IN GEOTEXTILE FABRIC

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

EXISTING CONCRETE WALL

EXISTING GROUND

W W W

A2 L-100

ERB

JMJM

ERB

SBSB

1. ALL DISTURBED GRASS TO BE SEEDED WITH TALL FESCUE BLEND

WITH THREE QUALITY VARIETIES. SEEDED AREAS WILL BE WATERED

AS REQUIRED BY TEMPERATURE AND WIND CONDITIONS. APPLY

WATER AT A RATE SUFFICIENT TO ENSURE THOROUGH WETTING OF

SOIL TO A DEPTH OF TWO INCHES WITHOUT RUNOFF. SEED MIX TO BE

SUBMITTED FOR GOVERNMENT APPROVAL

2. CONTRACTOR TO SUBMIT INFORMATION FOR ORDERING OF SHRUB

AND TREE PLANTINGS FOR GOVERNMENT APPROVAL BEFORE

ORDERING MATERIAL

3. WATER EXTERIOR PLANTINGS AS REQUIRED BY WEATHER AND

TEMPERATURE. WATER SUFFICIENTLY FOR SOIL TO BE SOAKED

THOROUGHLY TO A DEPTH OF 12".

4. SWPPP MEASURES TO REMAIN IN PLACE UNTIL VEGETATIVE GROWTH

IS ESTABLISHED OVER AT LEAST 70% OF SEEDED SURFACE.

LANDSCAPE GENERAL NOTES

0 10 20'

LANDSCAPING PLAN

SCALE: 1" = 20'

TREE SCHEDULE

ABBREVIATION NAME CALIPER

ERB EASTERN RED BUD 0'-2"

G GINKO 0'-2"

JM JAPANESE MAPLE 0'-2"

SB SERVICE BERRY 0'-2"

GENERAL NOTES:

1. THREE FOOT WIDE MULCH BED TO BE INSTALLED AROUND SOUTH AND EAST SIDES

OF EXISTING PARKING LOT WITH SHRUB PLANTINGS TO BE INSTALLED CENTERLINE

OF MULCH BED. REF: A4/L100

60°

12"

2 PLY REINFORCED RUBBER

HOSE, POSITIONED DIRECTLY

ABOVE FIRST BRANCH

MINIMUM OF 2 GUYS PER TREE.

GALVANIZED DOUBLE STRAND,

TWISTED GUYING WIRE, EQUALLY

SPACED

GUY WIRE FLAG

KEEP MULCH 2" AWAY

FROM TRUNK 3" MULCH LAYER (JAVA

BROWN IN COLOR)

WITH BLACK FABRIC

WEED BLOCK

6" MOUNDED EARTH

SAUCER

GUYING STAKE

REMOVE BURLAP AND WIRE CAGE

FROM TOP 13 MINIMUM OF BALL,

REMOVE ALL PLASTIC WRAP FABRIC

ROPE AND ALL ROT PROOF WRAP

SET BALL ON UNDISTURBED SOIL

IDENTIFY TRUNK FLARE TO

REMAIN PARTIALLY

VISIBLE AFTER PLANTING.

TOP OF ROOT BALL TO BE

1" ABOVE FINISHED GRADE

TOP OF SOIL 1" ABOVE

GRADE OUTSIDE OF

EARTH SAUCER

PLANTING SOIL MIXTURE

(2) PARTS TOPSOIL

(1) PART COMPOST

FILL HOLE GENTLY, BUT

FIRMLY ADD WATER TO

SETTLE SOIL MIX

TOP OF PLANT BED SOIL

SHALL BE 1" ABOVE GRADE

OUTSIDE OF BERM

CUT & REMOVE

CONTAINER FROM ROOT

BALL

COMPACT SOIL

UNDER ROOT BALL

3" MULCH LAYER JAVA BROWN IN

COLOR W/PRE-EMERGENT HERBICIDE

OR GROUNDCOVER AREA PER PLAN

TEXTILE LANDSCAPE FABRIC ACROSS

ENTIRE MULCH BED AREA TACKED TO

SOIL (WEED BARRIER)

PLANT MIX: 3 PARTS TOPSOIL 1 PART

STABLE MANURE (INCLUDE

FERTILIZER PER LANDSCAPING

NOTES.)

BERM OR LANDSCAPE

EDGING

TURF OR LANDSCAPE

BED PER PLAN

NOT TO SCALE

TREE PLANTING

NOT TO SCALE

SHRUB PLANTING

SHRUB SCHEDULE

NUMBER NAME SIZE

1 JAPANESE FLOWERING QUINCE #3-#5

2 SUMMERSWEET CLETHRA(WHITE) #1

3 BORDER FORSYTHIA(YELLOW) #1

A1 L-100

0 5' 10'

ENLARGED SHRUB PLAN

SCALE: 1" = 10'

A2 L-100A4

L-100

A3 L-100

FT LEAVENWORTH

DPW

SHEET ID

L-100

D S C A

N S A

N D

G R A N

R K D

A S E

M cC

A N

A V E, FO

R T

A V

W O

K S

D R A W

N B

C H

B Y:

A N

S I

S U

E D

C T

N O

M A R K

C R

N D

1 2 3 4 5

R A

O F

C W

O R K S

G D

B R A N

C H

DO NOT CUT LEADER TREE

SHALL BEAR SAME

RELATION TO FINISH

GRADE AS IN NURSERY

RTA SUBMITTAL

E. J.

E.J., typ.

C.J. C.J. C.J.

C.J.

C .J

C.J. C.J.

C.J.

C.J. C.J.

C .J

Concrete walk

8' - 0" pickleball courts

62' - 0"

Concrete walk

6' - 0"

Concrete walk to stair

CLIN 4 - Pole Trail Light Fixture on BASE COST stone posts

E. J.

Grade, slope away from walk.Re: Civil.

C .J

Grade, slope away from walk.

Pole light fixture on stone post

Pole light fixture on stone post, typical of 2 (in Phase I)

Future concrete walk to future Shelter

C .J

E. J.

- 6 cle ar

- 0

Pickleball fence openings, typical Pickleball fence opening cle ar

- 0

- 6 clear

3' - 0"

2' - 0"2' - 0" clear

3' - 0"

cle ar fe nc e

- 0 "E. J. E. J.

E. J.

Picninc table, anchored to concrete, typical of 4

Pickleball Plaza shelter steel structural column on stone post base, typical of 10

Eq ua l

- 0

- 8

- 8 6"

- 2

- 0

- 1 0"

- 2

- 0

Pickleball 4'-0" fences, typical.

E. J.

E. J.E. J.1'

- 6 cle ar

- 0 clear

3' - 0"

2' - 0"2' - 0" clear

3' - 0" cle ar fe nc e

- 0

- 6 cle ar

- 0

Pickleball Courts, typical

C L C L

Pickleball Plaza steel structural column on stone post base, typical of 4.

CL CL

31' - 0" 31' - 0" op en in g

62' - 0"

- 5

- 7

- 5

E. J.

Expansion Joint (E.J.) to be continuous under east, west and end fences (away from Plaza), behind stone posts at Plaza.

Expansion Joint (E.J.) continuous behind pickleball plaza shelter columns and around each stone post/column, typical

Pickleball Courts, typical

E.J.

1' - 0 1/2"

14' - 11 3/4" 14' - 11 3/4" 14' - 11 3/4" 14' - 11 3/4"

1' - 0 1/2"

5' - 0"

Drinking fountain, 4-part, Re: Basis of Design spec.

2' - 0" dog

BASIS OF DESIGN (Not direct requirement) - Park Features and "Furniture Picnic Table - Rectangle 8 Foot long, coated expanded metal with powder-coated 2 3/8" steel tub, portable, surface-mount with ABA-compliant end approach.

Park Grille - Surface-Mounted, black powder-coated steel, 4-level grille. American Parks Company, (ABA - 34" max. to grille grate and all operable parts ) Hot Coal Bin - Pilot Rock Model HCB/B-1 - 22 1/2" x 22 1/4" x 32 1/2" high, Color: Red Park Bench with seat back - LandscapeForms "Gretchen" - 72" with ornamental arms, domestically-sourced, thermally modified wood and cast double-curved powder-coated black steel arms and supports.

Park Bench with no back (bi-directional) - LandscapeForms "Gretchen" - 72" with ornamental arms, Ipe wood and cast powder-coated black steel frame and supports.

Bike Rack - 5-loop, 7 Bike Cabacity, Black, Wave-Style. 10-guage steel, powder-coated, 2 3/8" diameter Drinking Fountain: Murdock Industrial park drinking fountain - round column body, brushed stainless steel finish, four fountains (ABA bi-levels each side, bottle fill center and dog bowl behind) Frost Proof Yard Hydrant - Simmons 800LF Series Deluxe with cast iron head and handle, Color: Blue

'-1

0" x

'-0

" c on cr et e pa d

ABA

Bi ke ra ck

C .J

4' - 8 3/4" 8' - 0" 3' - 4" 8' - 0" 13' - 10" 8' - 0" 3' - 4" 8' - 0" 4' - 8 3/4"

Stone layoff Table 1, Re: A1/A100 align joints with columns, typical

NOTES:

1. CLIN 3: Pickleball Shelter including steel columns and above. Stone Posts to be in the

BASE COST.

2. Refer to Sheet A200 for Pickleball Plaza Shelter Reflected Ceiling Plan, Section and Details.

3. Slope grade away from all concrete, Re: Civil.

4. Refer to Civil for all paving and related surfaces.

op en ing op en ing opening op en ing op en ing opening op en ing opening

C .J

E. J.

3' - 5" 7' - 0" 3' - 5"

- 4

Lay-Off Stone Table 2 Re: A1/A400

Grille, typical of 2

Hot Coal Bin

Equal Equal

Eq.Eq.2' - 0" 6"

C . J

Frost Proof Yard Hydrant, verify final orientation with Architect

- 0

Bicycles shown for Bike Rack orientation only, Bicycles not in contract, typical

Sport Court Light, typical. Re: Electrical

1-piece stone cap

7' - 0"

3" nom.

4" 3/4" overhang air gap

4" thick split-faced limestone with concave 3/8" joints

Solid limestone cap, beveled top (2% slope)

Reinforced concrete foundation

Grout top of base course (4" min. above slab) with flashing.

Provide weep joints typical all four sides

1 piece stone cap

2' - 4" stone-faced base

2' - 3" 1" overhang

4" sto ne -fa ce d b as e w all

- 5

- 0 " s ton e c ap

- 8

- 0

3" 2'

- 5

1-piece stone cap

7' - 0"

3" 2'

- 5 " 4" thick split-faced limestone, ashlar pattern 4" min.

dimensions, 16" max., with concave 3/8" joints

Solid limestone cap

Slope top away (1%), typical

PLAN

LONG SECTION LONG ELEVATION

Typical each side

1-piece stone cap

2' - 4"

- 5

SHORT SECTION

- 8

- 0

1-piece stone cap

2' - 4"

4" thick split-faced limestone, ashlar pattern 4" min.

dimensions, 16" max., with concave 3/8" joints

SHORT ELEVATION

Typical Each End

1" 2' - 2" 1"

3 5/8"

3/4"

1' - 5 1/4"

3/4"

3 5/8"

Face of stone below

Recessed electrical outlet, Re:

Electrical, typical

Short Elev.

- 6

Lo ng

El ev

Lo ng

El ev

Lo ng

Se ct

Short Sect.

Short Elev.

Weep joints above grade, typical around.

2'-0" on center min.

Phone/Device charging station. Re:

Electrical.

Stone to be flat (flush) 1" around outlet boxes

3" 2'

- 5

Shelter/Plaza North-South enterline

3" 3" 1" 1"

Quadplex electrical outlet.

Re: Electrical. Stone to be flat (flush) 1" around outlet boxes

3" air gap Sh el te r/P la za Ea st -W es t C en te rli ne

1" 1"

3/16" = 1'-0"A2 Pickleball Plaza Plan 3-16 A-100

N a nd D

1" = 1'-0"1 BASE COST - Stone Layoff Table 1

RTA SUBMITTAL

K D

N D

D R

B Y:

C H

D B

T N

G ra nt P ar k

D es ig n

FORT LEAVENWORTH

DPW

SHEET ID

M cC

A N A

R T

N W O R

, K S

1 2 3 4 5

R A

O F

C W O R K S

G D

N B R A N C H

3' - 0" 14' - 11 3/4" 14' - 11 3/4" 14' - 11 3/4" 14' - 11 3/4" 3' - 0"

65' - 11"

East-West Section

D1 A200

C1 A200 typical

B1 A200 typical

Concrete foundation

BASE COST - Limestone cap and Ashlar pattern Stone Post Base

Steel Column and Beam, Prime and Paint

Treated 2x Wood Structure, 12" O.C.

Prefinished standing seam metal roof over building paper and 1/2" treated plywood sheathing

3/4" Composite tongue and grove decking

A1 A2 typ ica l

Lighting Controls, Re: Electrical

(Stone Posts in Base Cost) eave 3' - 0" at c en te r

2x10 rafters at 12" on center Verify structure with Contractor's licensed structural engineer.

Prefinished Standing Seam Metal Roof over 5/8" water-resistant plywood, arced over barrel vault framing

Prefinished break metal flashing with bent drip edge over 3/4" hardwood Sheathing

Straight, level 2x8 ceiling joist

Tube steel column and beam beyond, prime and paint. Contractor's structural engineer to verify all structural designs.

Tapered, laminated wood beam, bolted to steel saddle with stainless steel bolts.

Contractor's structural engineer to verify all.

Prime and paint wood beam

3/4" tongue and groove sinthetic deck material. Verify all, including 12" rafter spacing, with manufacturer and Contractor's structural engineer.

Tapered, arced, 2x8 cut to 45 foot arc, sistered to 2x10 rafters at 12" O.C.

Lighting, Re: Electrical and Shelter Reflected Ceiling Plan. All conduit to be concealed in structure

- 4

3 1 /2"

- 7 1/ 2"

- 0

4"1" 1' - 2" 1"4"

2' - 0"

Slope concrete or grade away from post, typical all

CLIN 3 - Primed and black painted steel shelter column

4" thick split-faced limestone with concave 3/8" joints

BASE COST

Solid limestone cap, beveled top (2% slope away)

Reinforced concrete foundation

Flash with weep joints, typ. around

Grout solid below weep joints, typ.

around

1" 1"

Steel column, typical of 10

Continuous beam, typical of 2.

Re: Section.

Continuous beam, typical of 2.

Re: Section.

Light fixtures, typical of 8.

Re: Electrical.

3' - 0" 14' - 11 3/4" 14' - 11 3/4" 14' - 11 3/4" 14' - 11 3/4" 3' - 0"

65' - 11"

7" 7'

Equal, typical Equal, typical

Eq ua l, ty p.

A1 A200

A3 A200

B4 A200

6" 1' - 2" 6"

2' - 2"

5" 1'

- 2

BASE COST Stone Post with solid limestone cap

CLIN 3 Pickleball shelter with steel columns above stone posts (BASE COST)

3' - 0"

Steel beam and column, prime and paint

2x10 treated wood blocking

Prefinished break metal flashing 8" min.

up under roofing with three-fold drip edge

Prefinished standing seam metal roof over building paper and 1/2" treated plywood sheathing

2x10 rafters @ 12" on center

3/4" Composite tongue and grove decking

Modify and 2x8 to form 45' radiused arc, sister to 2x10 rafters at 12" on center

2x10 bottom chord @ 12" on center

2x wood nailer stud bolted to top of beam

3/4" cement finish board, prime and paint

Provide solid cap ends to of each steel beam, typical of 4, prime and paint

Prefinished break metal flashing 8" min.

up under roofing with three-fold drip edge

Prefinished standing seam metal roof over building paper and 1/2" treated plywood sheathing

Prefinished aluminum flashing with continuous three-fold drip edge and arced cap 6" up under roofing welded to vertical flashing.

Provide thickness required to eliminate "oil-canning".

Flashing drip edges to extend 1/2" min. below facade to which it's mounted

21' - 0"

3' - 0" 15' - 0" 3' - 0"

6" 2' - 0"

4'-0" high pickleball fence, typical

BASE COST Stone post, typical. Re: details

CLIN 3 - Steel column and base, prime and paint arced 2x10

3' - 0" to fr am in g 1'

1/ 2"

B4 A200

B3 A200 Section

Elevation

North-South Section

Picnic Bench, typ.

Re: Product Notes

Treated 2x4 truss post at each rafter/joist

R 45'-0"

A3 A2 typ ica l

- 0 " 2' - 0"

Primed and black painted steel shelter column (CLIN 3)

4" thick split-faced limestone with concave 3/8" joints

Reinforced concrete foundation over AB3 crushed rock

Flash with weep joints, typ. around

Grout solid below weep joints, typ.

around

1/4" = 1'-0"A3 CLIN 3 - Pickleball Shelter Section A-200

3/4" = 1'-0"D1 CLIN 3 - Pickleball Shelter Roof End Detail

1/2" = 1'-0"B2 Typical Shelter Column Section

1/4" = 1'-0"C3 CLIN 3 - Shelter - Reflected Ceiling Plan 1/2" = 1'-0"C1 Shelter Column Plan

3/4" = 1'-0"B3 CLIN 3 - Pickleball Shelter Eave Section

NOTE: Contractor to retain a professionally licensed Structural Engineer under this contract to provide structual calculations and final stamped design for the Plaza Structure, concrete stairs, all foundations, slabs and any other areas requiring structural analysis.

Design to conform to these aesthetic parameters and all applicable codes.

Design to be drawn up by the contractor's structural engineer and generally reviewed and approved by DPW prior to fabrication.

3/4" = 1'-0"B4 CLIN 3 - Pickleball Shelter Eave Elevation

1/4" = 1'-0"A1 Pickleball Shelter North-South Section

1/2" = 1'-0"B1 BASE COST - Typ. Shelter Column Elev.

3/1 9/2

R ev iew

RTA SUBMITTAL

K D

N D

D R

B Y:

C H

D B

T N

G ra nt P ar k

D es ig n

FORT LEAVENWORTH

DPW

SHEET ID

M cC

A N A

R T

N W O R

, K S

1 2 3 4 5

R A

O F

C W O R K S

G D

N B R A N typical Lines: 2"

31' - 0" 31' - 0"

"Pickleball Plaza" Re: Enlarged Plan

3/4

- 0

3/4

- 6

- 0 op en in g

No Control Joints in Pickleball or Tennis court area inside the fences fence

3' - 0" fence

2' - 0" fence

3' - 0" fe nc e op en in g

0" opening opening

5' - 6" 20' - 0" 5' - 6"

E. J. E. J.

E. J.

E. J. C. J.

C . J

E. J.

Equally spaced fence posts (5'-0"+/-), unless noted otherwise, typical

2'-0" x 2'-0" Pickleball Plaza Shleter Stone Light Post, Re: A200, typical to ce nte rlin e o f p er im ete r f en ce

- 0 to far ed ge of se rvi ce lin e

0" to far ed ge of

- 0

Regulation Pickleball Net

22' - 0"

E. J.

E. J.C. J.

E. J. E.

Surface color in the front "Kitchen" area: RED, typical

Surface color in back quadrants:

GREEN, tyipcal

Perimeter surface color aound court lines: BLUE, typical

Line colors:

White, tyipcal

Note: all pickleball court colors and line layouts to be per USA Pickleball standards

C. J.C. J.

Expansion joint typical around each stone post

Expansion Joint (E. J.) continuous under net, typical

Surface color in Perimeter:

Blue, tyipcal

E. J.

- 0

4' - 0" fence opening fen ce op en ing

Ty pi ca l 3

'-0 " f in g al l f ou r c or ne rs o f do ub le c ou rt fe nc ed a re a fe nc e op en 'g

- 0

3" T yp ic al 9'

T yp ic al

E. J.

- 0 fen ing

Sport Light Pole and base, typical. Top of foundation level with sidewalk and court surface. Re: Detail, Civil and Electrical

Expansion Joint aligns with outside edge of stone posts

C . J

4'-0" high Pickleball Fences equally spaced approximately 5'-3" on center unless noted otherwise. Posts set in 9" diameter by 3'-0" deep concrete foundations with expansion joints around each. Typical Re: Civil for all specifications.

C . J

. J

C . J

. J

C . J

. J

C . J

2" 2"

C . J

. J

C . J

. J

C . J

. J

C . J

. J

C . J

. J

E. J.

C. J. C. J. C. J. C. J. C. J.C. J.C. J.C. J.

E. J. E. J.

6' - 0"

C. J

C. J.

En d of P ha se

I Pa vi ng

Re: Civil for conintuance of 8 foot path paving connecting to existing drive west of pool fe nc e op en 'g fe nc e op en 'g

C. J. C. J. C. J. C. J.

E. J.

C. J.

Fence Post, typical.

Tops of foundations level with court surface. Re: Detail and Civil drawings

Concrete Trail

8' - 0"

Re: Civil

Concrete Trail

8' - 0" Re: Civil

Co nc re te Tr ail

- 0

Re : C ivi l

Concrete Walk

6' - 0"

Re: Civil

Note: all court colors and line layouts to be per USA Pickleball

Bi ke

R ac k, G ril le a re a, D rin ki

Fo un ta in

, Y ar d H yd ra nt , R e:

Pi ck le ba ll Pl az a

Pl an

, S he et A

Fu tu re c on ct re te w al k to fu tu re

Sh el te r

- 0

Square concrete light pole foundation to coordinate with future concrete walk, slope to drain away, typical

0" fen ing

"k itc he n" li ne

R 6'

CLIN 4 - Trail light pole and foundation, typical all Trail Lights (other than two (2) Trail Lights which will be deducted if CLIN 2 Shelter is included) Re: Electrical, Civil

BASE COST - Stone Posts, typical of 10 CLIN 3 - Shelter above Limestone Post Cap

No Control Joints in Pickleball or Tennis court areas inside the fences

E. J.

C . J

Surface color inside white lines: GREEN, tyipcal

Perimeter surface color outside and around tennis lines within fence: BLUE, tyipcal

Line colors:

WHITE, tyipcal

4" lo ng m id li ne ba se lin e

4" w id e

" T yp ic al

E. J.

Sport Light Pole, typical of 6 with E.J. around foundation

12' - 0" 4' - 6" 27' - 0" 4' - 6" 12' - 0"

2' - 0"

Concrete Trail

8' - 0" 60' - 0"

Conc. Walk

6' - 0"

2' - 0"

Only an Expansion Joint (E.J.) across the court aligned under the net

Trail Light Pole (no stone base), typical

Turf area, Re: Civil

. J

C . J

13' - 6" 13' - 6"

C on c.

W al k

1/ 2"

4' - 0"

4'-0" Pickleball Court Fences

Regulation USTA Tennis court net

42' - 0"

2"2"2"

C . J

. J

C. J.

C . J ty pi ca l

E. J.

E. J. E. J.

E. J.

E. J.E. J.

C . J ty pi ca l

C . J

C. J.

typical

C. J.

C . J

. J

C . J ty pi ca l E.

C . J ty pi ca l

0" 8'

10'-0" high tennis fences equally spaced approximately 5'-3" on center unless noted otherwise. Posts set in 9" diameter by 3'-0" deep concrete foundations with expansion joints around each. Re: Civil for all specifications.

Note: all court colors and line layouts to be per United States Tennis Association typical 2' - 0"

4" op en 'g ty pi ca l

0" 8'

2' - 0"

0" 8'

Control and Expansion joints to line up with fence posts, verify all with Owner prior to install

Continuous expansion joint under fence around court

E. J.

E. J. E. J.

E. J.

4' - 0"

- 0 fence open'g

- 0 fe nc e op en 'g fe nc e op en 'g

- 0 fe nc e op en 'g

- 4 op en

C. J.

E. J.

Concrete control joints line up with tennis fence posts, not pickleball

Fence Post, typical.

Foundations level with court surface. Re: D3 on sheet A-400

Light Post, typical. Foundations level with concrete walk, typical.

Re: Electrical, Civil.

Re: Civil Re: Civil

Concrete Trail

8' - 0"

Re: Civil Re: Civil Conc. Walk

6' - 0" typ.

2' - 0"

Park Bench

2' - 0"

Electrical supply and lighting controls, Re: Electrical fe nc e op en 'g fe nc e op en 'g

North Pickleball Courts CLIN 4 - Trail light pole and foundation, typical all Trail Lights (other than two (2) Trail Lights which will be deducted if CLIN 2 Shelter is included) Re: Electrical, Civil

3/16" = 1'-0"A3 Typical Pickleball Courts Plan 1/8" = 1'-0"A1 Tennis Court Plan A-300

A N

D P

L C

O U

N S

RTA SUBMITTAL

K D

N D

D R

B Y:

C H

D B

T N

G ra nt P ar k

D es ig n

FORT LEAVENWORTH

DPW

SHEET ID

M cC

A N A

R T

N W O R

, K S

1 2 3 4 5

R A

O F

C W O R K S

G D

N B R A N

- 8

- 0 " 4" 1"1' - 2"1" 4"

2' - 0"

Slope concrete or grade away from post, typical all

Light Pole Fixture "A1", Re: Electrical

4" thick split-faced limestone with concave 3/8" joints

Solid limestone cap, beveled top (1% slope)

Square, reinforced concrete foundation.

4 1/2" 1' - 5" 4 1/2"

2' - 2"

3 1 /2"

- 5

3 1 /2"

Trail Light on Stone Post Post Plan / Light Section

Notes:

1. Re: Electrical Drawings for Final "Basis of Design" lighting product selection

2. Final concrete & reinforcing design by Contractor's Structural Engineer

Light Fixture, Re: Electrical

Stone Base (BASE COST) with Trail Light Post (CLIN 4) with expansion joint between each post and sidewalk, typical of 2.

CLIN 4:

New Light Pole on Base Cost Stone Post Base, typical.

Re: Electrical and Civil.

9 1 /2"

2' - 0"

- 8

4" 4'

- 0 " 4"1" 1' - 2" 1" air gap

1" 2' - 0" 1" 2' - 2"

- 8

3" 1"

- 0

Section Elevation

Slope concrete or grade away from post, typical all

2' - 0"

4" thick split-faced limestone with concave 3/8" joints4" thick split-faced limestone with concave 3/8" joints.

Set in ashlar pattern

Solid limestone cap, beveled top (1% slope)

Reinforced concrete foundation and inner post

Reinforced concrete foundation over compacted AB3 crushed gravel

2' - 0"

- 0

4"1" 1' - 2" 1" 4"

Typ.

2' - 2"

2' - 2" 1"

- 2 1"

Post Plan SectionPost Plan Detail

Grout top of base course (4" min. above grade) with flashing.

Provide weep joints typical all four sides 4" min. above grade

Notes:

1. Final concrete & reinforcing by Contractor's Structural Engineer, typical.

1-piece stone cap

5' - 2"

1" nom.

4" 1"overhang air gap

4" thick split-faced limestone with concave 3/8" joints

Solid limestone cap, beveled top (2% slope)

Grout top of base course (4" min. above slab) with flashing.

Provide weep joints typical all four sides

1 piece stone cap

2' - 0"

5" overhang stone-faced base

1' - 6" 1" overhang

1" sto ne -fa ce d b as e w all

- 0

- 2 " s ton e c ap

- 8

- 0

3" 2'

- 5

1-piece stone cap

5' - 2" 3"

- 5

4" thick split-faced limestone, ashlar pattern 4" min.

dimensions, 16" max., with concave 3/8" joints

Solid limestone cap

Slope top away (1%), typical

PLAN

LONG SECTION

LONG ELEVATION - BACK

(East side)

1-piece stone cap

2' - 0"

3" 2'

- 5

4" thick split-faced limestone, ashlar pattern 4" min.

dimensions, 16" max., with concave 3/8" joints

SHORT ELEVATION

1-piece stone cap

2' - 0"

- 5

SHORT SECTION

- 8

- 1 1 3 /4"

1-piece stone cap

5' - 2"

3" 2'

- 5

- 1 1 3 /4"

4" thick split-faced limestone, ashlar pattern 4" min.

dimensions, 16" max., with concave 3/8" joints, typ. around

LONG ELEVATION - FRONT

(Grille side - West)

- 8

1" 4" 1' - 6" 1"

3 5/8"

3/4"

9 1/4"

3/4"

3 5/8"

- 4

1' - 4" 2' - 4" 1' - 4"

Face of stone below

Solid limestone cap

Recessed electrical outlet, Re:

Electrical

Short Elev.

Lo ng

El ev

. Fr on t

Lo ng

El ev

.Ba ck

Se ct

Short Sect.

Short Elev. Sim.

Opp.

Weep joints above grade, typical around. 2'-0" on center min.

Weep joints above grade, typical around.

2'-0" on center min.

Weep joints above grade, typical around.

2'-0" on center min.

Quad-plex electrical outlet. Re: Electrical

Phone/Device charging station. Re: Electrical.

Notes:

1. Final concrete & reinforcing by Contractor's Structural Engineer, typical.

Reinforced concrete foundation and inner concrete ve rif y w ith lig ht p os t

Expansion Joint, typical around, Re: Civil

Expansion Joint, below fence, typical on east and west sides of courts

BASE COST - Light Pole Base, verify

BASE COST - 4"

Light Pole, verify Sport CourtConcrete WalkConcrete WalkGrass/Grade

Expansion Joint, typical

Concrete to be flush with the adjacent concrete walkway

CLIN 4 - Trail light pole and base cover, Re: Electrical

CLIN 4 - Trail Light Pole Foundation Sport Court Pole Foundation

- 4 3/ 4"

2' - 3"

60.00° Pole Foundation

- 0

- 6

1' - 6"

Thickened, reinforced concrete play surface, Re: Civil

Concrete foundation flush with playing surface and concrete walks adjacent. Slope top away from post to drain.

4" concrete walk, Re: Civil

Black coated steel post and chain link fencing

1/2" = 1'-0"A5 Light on Stone Post Section A-400 1/2" = 1'-0"A3 BASE COST - Stone Post

N E

D L

1" = 1'-0"A1 BASE COST - Stone Layoff Table 2

1" = 1'-0"B3 Light Post Bases

1/2" = 1'-0"D3 BASE COST - Fence Post Detail

RTA SUBMITTAL

K D

N D

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D B

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G ra nt P ar k

D es ig n

FORT LEAVENWORTH

DPW

SHEET ID

M cC

A N A

R T

N W O R

, K S

1 2 3 4 5

R A

O F

C W O R K S

G D

N B R A N

20' - 0"

Ex ist ing D im en sio n

6' - 0" 8' - 0" 6' - 0"

C. J. C. J.

- 2

Al ign co nc re te wa lk ce nte rlin e w ith nte rlin e o f fu tur e e ve n s he lte r.

Re : C ivi l D ra wi ng s

2' - 8"

36" x 48" wheelchair space adjacent to 8'-0" park bench beyond the main trail, typical

Note: typical park bench/wheelchair space trail bump-out beside trail path. Verify in all instances whether bench faces toward or away from path:

1. North Trail Head: Toward Path

2. West of Tennis Court: Toward Path

3. South of future Event Shelter: Flat, No-Back Bench

4. Future east of Soccer: Away from Path

5. Future two at Play Area: Away from Path

Stone Base (BASE COST) with Trail Light Post (CLIN 4) with expansion joint between each post and sidewalk, typical of 2.

Stone Base with Trail Light Post, typical of 4 at north trail head.

Re: Details

Key:

C. J. - Concrete Control Joint E. J. - Concrete Expansion Joint

Existing sidewalk to remain

Existing sidewalk to remain E. J. E. J.

Existing turf, put back new turf where damaged in construction, typical

Ne w co nc re te tra ilh ea d

5% m ax ru nn ing sl op e;

2% m ax cr os s s lop e

2" N ew C on cre te Pa th (V er ify w ith C ivi l P lan s)

Eq ua l Eq ua l

New Trail Path, Re: Civil Drawings

Existing back of curb

BASE COST: Entire North Entry and Trailhead from Kearney

Al l c on tro l a nd ex pa ns ion jo int s e qu all y s pa ce d

10' - 8"

New concrete hatched

Ne w co nc re te ha tch ed

KEARNY AVE.

PARKING

Stone Base (BASE COST) with no Trail Light Post, typical of 2 at north trail head. Re: Details

Stone Base (BASE COST) with Trail Light Post (CLIN 4) with expansion joint between each post and sidewalk, typical of 2.

C1 A500

Ex ist ing M cC lel lan A ve ba ck of cu rb

New Light Pole on Stone Post Base, typical of 2 at top of stairs.

Re: Site Plan and Details.

New Light bollards, typical of 14 at West Stair, Re: Enlarged Plan, Re: Electrical

36" high railings, Re: Elevation, Details.

E. J. E. J.

E. J.

0" landing

6' - 0"

12 treads at 1'-9" each

21' - 0" landing

6' - 0"

12 treads at 1'-9" each

21' - 0"

9' - 0" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 19' - 11" +/-

BASE COST:

New Stone Post Base, typical of 2 east of CLIN 2 stair just west of trail.

Re: Site Plan and Details.

BASE COST:

8'-0" wide trail just west of pickleball courts and pickleball plaza.

CLIN 4:

New Light Pole on Base Cost Stone Post Base, typical of 2 at bottom of stairs just west of 8'-0" trail and Pickleball Plaza.

Re: Plan and Details.

Note: All CLIN 2 unless noted othewise

19' - 10" +/-21' - 0"6' - 0"21' - 0"6' - 0"

6" 7'

Existing McClellan Ave.

back of curb

New Light Pole on Stone Post Base, typical of 2 at top of stairs. Re: Plan and Details.

BASE COST:

Stone Post Base, typical of 2 at bottom of CLIN 2 stairs just west of 8'-0" trail and Pickleball Plaza. Re: Plan and Details.

Full stair, landings and upper two lights on posts are all to be in CLIN 2

New Light bollards, typical of 8 at West Stair, Re: Enlarged Plan, Re: Electrical

36" high steel railings, prime and paint black Re: Details.

NOTE: Contractor to have a Kansas licensed structural engineer design and stamp stairs, railings posts, foundations and concrete walks, for DPW review and comment prior to construction, typical.

typ.

1' - 9" run, typical 1' - 9" straight

3" radius, typical

Verify all with Civil Plans. Contractor to bring any conflicts to the COR for DPW clarifications as early as possible.

CLIN 4:

New Light Pole on Base Cost Stone Post Base, typical of 2 at bottom of CLIN 2 stairs just west of 8'-0" trail and Pickleball Plaza. Re: Plan and Details.

Note: All CLIN 2 unless noted othewise

1/8" = 1'-0"A4 Enlarged Kearney Trail Head Plan

1/8" = 1'-0"D1 CLIN 2 - Enlarged West Stairs

1/8" = 1'-0"C1 CLIN 2 - West Stair Section

A-500

T R

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RTA SUBMITTAL

K D

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G ra nt P ar k

D es ig n

FORT LEAVENWORTH

DPW

SHEET ID

M cC

A N A

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N W O R

, K S

1 2 3 4 5

R A

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C W O R K S

G D

N B R A N

T T

FORT LEAVENWORTH

DPW

SHEET ID

E-100

O ve ra ll

El ec tr ic al S ite P la n

M cC

A N

A V E, FO

R T

A V

W O

K S

D R A W

N B

C H

B Y:

A N

S I

S U

E D

C T

N O

M A R K

C R

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1 2 3 4 5

R A

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C W

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C H

GENERAL NOTES

1. 300 AMP NEMA 3R ELECTRICAL PANEL, DISCONNECT SWITCH, AND

ELECTRIC METER. MAINTAIN 10' CLEARANCE ON EXISTING TRANSFORMER

FRONT/DOOR SIDES AND 3' ON ALL OTHER SIDES. SEE SHEET E-501 FOR

DETAIL.

4. 100 AMP NEMA 3R ELECTRICAL SUB-PANEL ALONG WITH A MECHANICAL

TIME SWITCH TO CONTROL THE COURT LIGHTS. BASIS OF DESIGN -

INTERMATIC T1470BR.

1. ALL ELECTRICAL WORK AND INSTALLATION SHALL COMPLY WITH THE

NATIONAL ELECTRIC CODE (NFPA 70).

KEYNOTES

5. CONTRACTOR IS RESPONSIBLE FOR FINAL POWER HOOK-UP. COORDINATE

WITH FREESTATE FOR THE POWER AND ELECTRIC METER HOOK-UP TO THE

TRANSFORMER. COORDINATE CONDUIT ROUTE TO TRANSFORMER, METER,

AND DISCONNECT SWITCH LOCATION WITH FREESTATE PRIOR TO INSTALL.

SEE SHEET E-501 FOR DETAIL.

2. FIELD VERIFY ALL THE EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

STARTING WORK.

3. REFER TO ARCHITECTURAL AND CIVIL DRAWINGS FOR RELATED

INFORMATION.

4. A PULL ROPE SHALL BE PROVIDED IN ALL EMPTY CONDUIT FOR FUTURE

INSTALLATION.

6. EACH ELECTRICAL EQUIPMENT COVER, SHALL BE PROVIDED WITH THE

PANEL NAME AND POSITION INFORMATION. FOR EQUIPMENT WITH

CONDUCTORS LARGER THAN #10 THE CONDUCTOR SIZE SHALL BE INCLUDED.

FOR EQUIPMENT FEED WITH MORE THAN A PHASE, NEUTRAL, AND GROUND,

THE FEEDER SHALL BE CLEARLY IDENTIFIED.

7. PROVIDE PHOTOCELL FOR TRAIL LIGHTS. SEE SCHEDULE ON SHEET E-500

FOR LIGHTING CONTROLS.

8. EACH COURT LIGHT CIRCUIT SHALL HAVE A 60-MINUTE SPRING WOUND

COUNTDOWN TIMER IN A WEATHERPROOF ENCLOSURE. BASIS OF DESIGN -

INTERMATIC FF460M. (SEE SHEET E-101 FOR LOCATION.) ADDITIONALLY,

WIRE ALL THREE COURT LIGHT CIRCUITS INTO A MECHANICAL 24 HOUR TIME

SWITCH TO ALLOW THE LIGHTS TO BE LOCKED OUT FROM 10PM TO 6AM.

BASIS OF DESIGN - INTERMATIC T1470BR.

2. 350 KCMIL TYPE USE CABLE IN 3.5" CONDUIT FROM THE 120/208Y

TRANSFORMER TO THE MDP.

3. 3/0 TYPE USE CABLE IN 2" SCH 40 PVC FROM THE MDP TO THE

SUB-PANEL. ROUTED AROUND POTENTIAL FUTURE CONSTRUCTION.

9. ROUTE ALL WIRE AND CONDUIT UNDERGROUND UNLESS OTHERWISE

NOTED. AVOID ROUTING CONDUIT UNDER COURT SURFACES AS MUCH AS

POSSIBLE. REFER TO DETAIL D1 ON SHEET E-501

10. REFER TO SHEET E-101 FOR ENLARGED PLANS.

B, TYP. 14

A, TYP. 14

SCALE: 1" = 30'E-100

OVERALL ELECTRICAL SITE PLAN

B2 E-101

B3 E-101

A3 E-101

A1 E-101

B1 E-101

NORTH HALF TRAIL (A,A1)

TENNIS COURT (E)

PICKLEBALL NORTH HALF (D)

PICKLEBALL SOUTH HALF (D)

OUTLETS

PICKLEBALL PLAZA LIGHTS (C)

(2)#8 and (1)#8 GND IN 3/4" SCH 40 PVC

CIRCUIT FIXTURE MIN. WIRE SIZE

RTA SUBMITTAL

TRANSFORMER

TRAIL LIGHT POLE

TRAIL LIGHT POLE ON STONE POST

LIGHT BOLLARD

SPORT COURT LIGHT

LEGEND

PHOTOCELL

ELECTRICAL PANEL

A1, TYP. 12

PICKLEBALL PLAZA LIGHTS (C1)8)

SPORT COURT DIAL TIMER

DISC LIGHT

SOUTH HALF TRAIL (A,A1,B)2)

11. ALL UNDERGROUND BRANCH WIRE TO BE THWN.

(2)#6 and (1)#6 GND IN 3/4" SCH 40 PVC

(2)#14 and (1)#14 GND IN 1/2" SCH 40 PVC

(2…

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