Prospect Arena Ph. 1 Bid Set Drawings.pdf

PDF 33 MB Posted Sep 18, 2025

Attached to: Prospect Arena Phase 1 State and local contract opportunity
Solicitation number: PH 1-2025
Issued by: Jefferson County, Colorado

About this file

Written by GovTribe AI · Sep 18, 2025

The document is a comprehensive bid set of design and engineering drawings for the Prospect Arena Phase 1 Site Improvements project, prepared by Design Concepts and involving multiple consulting firms, including EV Studio, Ackerman Engineering, and Avocet Irrigation Design. The project is for the Prospect Recreation and Park District located in Arvada, Colorado, and encompasses site renovations at 13805 W 52nd Ave. The bid set, dated September 5, 2025, includes detailed plans for site demolition, grading, erosion control, landscape design, irrigation, electrical systems, and site-specific details. The project scope involves creating a new playground with synthetic turf, concrete walking paths, gravel equipment paths, fencing, basketball facilities, rubber safety surfacing, a restroom enclosure, and comprehensive landscape and irrigation improvements.

The drawings provide extensive technical specifications for the project, including site layouts, electrical one-line diagrams, irrigation plans, and specific construction details. The project will involve removing existing playground equipment, fencing, and infrastructure while introducing new recreational amenities. Electrical work includes installing a new power pedestal, relocating existing electrical systems, and implementing site lighting. The irrigation system will be completely redesigned with new controllers, backflow preventers, and irrigation infrastructure. Though specific budget details are not explicitly stated in the drawings, the comprehensive nature of the plans suggests a significant capital investment in modernizing the Prospect Arena site to enhance recreational opportunities for the community.

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Prospect Arena Ph. 1 Geotech Report.pdf	PDF	Sep 18, 2025
Prospect Arena Phase 1 Project Manual.pdf	PDF	Sep 18, 2025

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PROSPECT ARENA PHASE 1

SITE IMPROVEMENTS

13805 W 52ND AVE, ARVADA CO 80002

VICINITY MAP

NOT TO SCALE

NORTH

SHEET INDEX

G1.0 COVER

G2.0 SURVEY

GENERAL

SITE & LANDSCAPE

L1.0 OVERALL SITE PLAN

L1.1 NORTH SITE ENLARGEMENT PLAN

L1.2 NORTH LAYOUT ENLARGEMENT PLAN

L1.3 SOUTH SITE & LAYOUT ENLARGEMENT PLAN

L2.0 OVERALL LANDSCAPE PLAN

L2.1 LANDSCAPE ENLARGEMENT PLAN

L2.2 LANDSCAPE ENLARGEMENT PLAN

L3.0 SITE DETAILS

L3.1 SITE DETAILS

L3.2 SITE DETAILS

L3.3 PLANTING DETAILS

BID SET

SEPTEMBER 5, 2025

Design Concepts 211 N. Public Road, Suite 200 Lafayette, CO 80026 Phone: 303-664-5301 Contact: Lisa Langer Email: Lisal@dcla.net

LEAD CONSULTANT

LANDSCAPE ARCHITECT:

CONSULTANTS:

CIVIL ENGINEER:

C1.0 DEMOLITION PLAN

C2.0 GRADING PLAN

C3.0 EROSION CONTROL PLAN

C4.0 CIVIL DETAILS

CIVIL

PROSPECT RECREATION

AND PARK DISTRICT

4198 Xenon Street Wheat Ridge, CO 80033 Tel: 303-424-2346 Contact: Kyle Parker Email: kparker@prospectdistrict.org

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

N A

BID SET 09-05-2025

WW, LL

09-05-2025

PROJECT LOCATION

IRRIGATION

IR1.0 IRRIGATION PLAN

IR2.0 IRRIGATION DETAILS

IR3.0 IRRIGATION DETAILS

IR4.0 IRRIGATION DETAILS

EV Studio 5335 W. 48th Ave Ste 300 Denver, CO 80212 Phone: 303-670-7242 Contact: Danielle Paglia Email: danielle.paglia@evstudio.com

ELECTRICAL ENGINEER:

Ackerman Engineering, Inc.

3000 Youngfield St #364 Wheat Ridge, CO 80215 Phone: 303-278-7297 Contact: Helen Reschl Email: hreschl@aeiconsulting.com

OWNER:

W 52ND AVE

W 54ND AVE

E1.0 SITE ELECTRICAL PLAN

E2.0 ONE-LINE DIAGRAM & DETAILS

ELECTRICAL

IRRIGATION:

Avocet Irrigation Design 7114 W Jefferson Ave Lakewood, CO 80235 Phone: 303-986-2175 Contact: Dave Zickerman Email: avocet@wispertel.net

COVER

G1.0

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

N A

BID SET 09-05-2025

WW, LL

09-05-2025

SURVEY

G2.0

BOL

ICVICV

ICV

X X X X X

X X

X X X

X X

ICV

E E

X X

SIDEWALK TO

BE REMOVED

EX. PLAYGROUND AND PLAYGROUND

EQUIPMENT TO BE REMOVED

IRRIGATION PUMP AND

FENCING TO BE REMOVED 18" CMP TO BE REMOVED

GRAVEL PATH TO BE REMOVED

EX 5" TREE TO BE REMOVED

EX 8" TREE TO BE REMOVED

EXISTING IRRIGATION ELECTRICAL

LINES AND CONTROL VALVES TO

BE REMOVED

EXISTING WOOD FENCE

TO BE REMOVED

EXISTING CHAIN LINK

FENCE TO REMAIN

EXISTING FENCING ALONG

EAST SIDE TO REMAIN

EX. SHELTER & CONCRETE

PAD TO REMAIN

REMOVE EX. PLAY FEATURE

EXISTING WIRE FENCE

TO REMAIN

EXISTING WIRE FENCE

TO BE REMOVED

EXISTING BBQ GRILL TO BE

REMOVED AND RELOCATED

EXISTING WIRE

FENCE TO REMAIN

EX CONCRETE HEADWALL IN DITCH

TO BE DEMOLISHED AND REMOVED

EX. UNDERGROUND CISTERN TO BE

REMOVED. CONTRACTOR TO VERIFY SIZE

AND EXACT LOCATION, APPROX. 8'x8'x12'.

EXISTING WOOD FENCE

TO BE REMOVED

SAWCUT SIDEWALK FOR

WATER CONNECTION

EX 12" TREE TO BE REMOVED

LEGEND

FENCE TO BE REMOVED

EX MAJOR CONTOUR

EX MINOR CONTOUR

EXISTING CONCRETE

CONCRETE TO

BE REMOVED

GRAVEL TO

BE REMOVED

EXISTING TREE

TREE TO BE

REMOVED

WOOD FENCE TO BE

REMOVED

EX. FENCE

CENTERLINE

EX. UNDERGROUND

ELECTRIC LINE

EX. OVERHEAD

ELECTRIC LINE

EX. TELEPHONE LINE

EX. COMMUNICATIONS

LINE

EX. SWALE FLOWLINE

UNDERGROUND ELECTRIC

LINES TO BE REMOVED

20' 40'

ORIGINAL SCALE: 1" = 20'-0"

0 10'20'

Al l d r awings and wr i t t en mater ia l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

N A

BID SET 09-05-2025

WW, LL

Denver, CO 303.670.7242 www.evstudio.com studio

DEMO PLAN

1" = 20'

DEMOLITION

PLAN

C1.0

NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL ITEMS

FROM THE SITE UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR

REPAIR OF ANY ITEMS DAMAGED THAT ARE NOT LISTED ON THE DEMO

PLAN TO BE REMOVED.

C I

52002

09-05-25

T T

X X X X X

X X

ICV

835584

PROPOSED 25LF OF 12" HDPE @ 0.5% WITH FES

1.8%

3.8%

3.2%

13.4%

16.2%

10.1%

4.8%9.9%

1.0%

5.2

7.2%

4.0

3.8% 6.8%

4.2

4.5

1.6%

0.6%

4.5%

4.4

1.8%

2.9% 3.9%

7.3% 1.4%

25.0%

.0%

25.0%

1.0%

1.1%

3.5%

TOP OF BERM SEE TYPICAL

SECTION THIS SHEET

84.73

81.95

84.37

83.59

FG84.00

80.89

80.78

80.07

80.47

82.05

80.53

82.77

84.33

73.74

75.33

75.13

73.58

79.75

73.10

72.90

74.74

74.24

74.97

PROPOSED INLET, CONNECT

TO 4" PVC. SEE NOTE 1

165 LF 4" PVC @ MIN 1%

75.25

INV. 4" PVC

78.51

INV. 4" PVC

52 LF 4" PERF. PVC @ MIN

1% RE: SYNTHETIC TURF

DTL FOR MIN DEPTH

76.94

INV. 4" PVC

77.95

INV. 4" PERF. PVC

78.5

INV. 4" PERF. PVC

W/ CLEANOUT

79.18

INV. 4" PERF. PVC

79.65

INV. 4" PERF. PVC

W/ CLEANOUT

8.4%

81.15

82.22

80.88

2.0

1.9%

83.99

82.14

80.87

79.67

78.22

DAYLIGHT 4" PVC UNDER DRAIN,

SEE NOTE 3

23 LF 4" PVC @ 1%

55 LF 4" PERF. PVC @ MIN 1%

RE: EWF DTL FOR MIN DEPTH

81.05

82.93

82.23

78.34

INV. 4" PVC DAYLIGHT 4" PVC UNDER DRAIN,

SEE NOTE 3

77.28

INV. 4" PERF. PVC

83.03

83.10

82.11

82.06

83.14

80.61

RIM

80.96

81.43

4.8

4.5

2.0

1.6%

82.10

81.22

1.0

1.1

74.24

74.74

1.0%

82.96

PROPOSED DRINKING

FOUNTAIN

3/4" WATER TAP

2.0%

3/4" WATER METER, RE: IRR

REPLACE ALL CONCRETE

WALK DISTURBED FOR

WATER CONNECTION

PR. SWALE FLOWLINE

EX MAJOR CONTOUR

EX MINOR CONTOUR

PR MAJOR CONTOUR

PR MINOR CONTOUR

LEGEND

SOD

NATIVE SEED

MULCH

6" CONCRETE

CRUSHER FINES

SYNTHETIC TURF

PR. WOOD FENCE

CENTERLINE

PROPOSED

DECIDUOUS TREE

EXISTING

EVERGREEN TREE

PROPOSED

ORNAMENTAL TREE

ENGINEERED

WOOD FIBER

PROPOSED

EVERGREEN TREE

CL 4" SOLID PVC

CL 4" PERF. PVC

CL TOP OF BERM

EX. FENCE

CENTERLINE

EX. UNDERGROUND

ELECTRIC LINE

EX. OVERHEAD

ELECTRIC LINE

EX. TELEPHONE LINE

EX. COMMUNICATIONS

LINE

EX. SWALE FLOWLINE

20' 40'

ORIGINAL SCALE: 1" = 20'-0"

0 10'20'

Al l d r awings and wr i t t en mater ia l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

N A

BID SET 09-05-2025

WW, LL

Denver, CO 303.670.7242 www.evstudio.com studio

GRADING PLAN

1" = 20'

TYPICAL BERM SECTION

NTS

VARIES 1.5' 1.5' 2' 2' TOP OF BERM VARIES

2% 2%

25%

MAX 15%

MAX 10%

SITE EARTHWORK ESTIMATES

CUT (CYD) FILL (CYD) NET (CYD)

650 300 350 (CUT)

GRADING

PLAN

C2.0

NOTES

1. INLET SHALL BE AN ADS 8" PIPE GRATE (PDB-8G) OR 9" ATRIUM GRATE

(PDB-9AG-4) OR EQUIVALENT. FOLLOW MANUFACTURER'S INSTALLATION

INSTRUCTIONS.

2. 4" SOLID PVC DRAIN PIPES SHALL MAINTAIN MINIMUM 1% SLOPE AND A

MINIMUM COVER OF 12".

3. DRAIN PIPES SHALL OUTLET TO SWALES VIA ADS SLOPE DRAIN

(POB-SL4) OR EQUIVALENT PRODUCT. FOLLOW MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

4. UNLESS OTHERWISE NOTED, ALL SPOT ELEVATIONS ARE TO FINISHED

GRADE.

NOTE: MATCH FLOWLINE AND TOP OF BERM ELEVATIONS ON PLAN.

* CUT ESTIMATE INCLUDES SECTIONS FOR SYNTHETIC TURF, ENGINEERED WOOD

FIBER, AND PROPOSED CONCRETE SURFACE. ESTIMATES FOR ALL OTHER ARE TO

FINISHED GRADE.

FLOWLINE

C I

BOL

ICVICV

ICV

X X X X X

X X

X X X

X X

ICV

E E

X X

12.8%

21.9%

60.0%

84.0%

3.8%

3.6%

2.2%

2.9%

0.7%

1.5%

X X X X X X X

X X

X X X X X X X X X X X X X X X X X X

X X

X X X X X

X X

X X X X

X X

T T

X X X X X

X X

ICV

558155

835584

1.8%

3.8%

3.0%

13.4%

16.2%

10.1%

4.8%9.9%

1.0%

16.2%

7.3%

4.0

3.8% 6.8%

4.2

4.5

1.6%

0.6%

4.5%

4.4

1.8%

2.9% 3.9%

7.3% 1.4%

24.9%

25.0%

1.1%

0.5%

1.1%

3.5% 3.3%

12.8%

21.9%

60.0%

84.0%

3.8%

3.6%

2.2%

2.9%

0.7%

1.5%

20' 40'

ORIGINAL SCALE: 1" = 20'-0"

0 10'20'

Al l d r awings and wr i t t en mater ia l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

N A

BID SET 09-05-2025

WW, LL

Denver, CO 303.670.7242 www.evstudio.com studio

EROSION CONTROL - INITAL/INTERIM

1" = 20'

EROSION CONTROL - FINAL

1" = 20'

CWA

1. PERIMETER CONTROL AND VEHICLE TRACKING CONTROL SHALL BE INSTALLED BEFORE THE

COMMENCEMENT OF WORK. REFER TO "EROSION CONTROL PLAN - INITIAL" AND ASSOCIATED

DETAILS FOR THE LOCATION OF THESE BMPS.

2. PERFORM SITE GRADING, INCLUDING EXCAVATION AND FILL. STABILIZE ALL SLOPES GREATER THAN

3:1 WITH EROSION CONTROL BLANKET.

3. STABILIZE AND SEED SLOPES AS EARLY AS POSSIBLE AFTER GRADING IS COMPLETED. REFER TO "EROSION CONTROL PLAN - FINAL" AND ASSOCIATED DETAILS FOR THE LOCATION OF THESE BMPS.

4. CONSTRUCT THE REMAINING SITE IMPROVEMENTS.

5. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED WITHIN 14 DAYS OF FINAL GRADING. ONCE

SLOPE HAS BEEN STABILIZED AND COVER HAS BEEN ESTABLISHED, REMOVE ALL TEMPORARY

CONSTRUCTION BMPS.

E&SC PLAN - MATERIALS LIST

ITEM QTY BASIS

CONCRETE WASHOUT AREA 1 EA

SILT FENCE 300 LF

STOCKPILE AREA 1 EA

VEHICLE TRACKING CONTROL 1 EA

SEDIMENT CONTROL LOG 4 EA

TOTAL DISTURBED AREA IS SHOWN AS 0.98 ACRES.

VTC

LOC

CONSTRUCTION SEQUENCING E&SC LEGEND

X X X X X SILT FENCE

LIMITS OF DISTURBANCE

SCL

SEDIMENT CONTROL LOG

SOD

NATIVE SEED

MULCH

EROSION

CONTROL

PLAN

C3.0

SYNTHETIC TURF

CRUSHER FINES

CWA

VTC

SCL

ENGINEERED WOOD FIBER

SCL

C I

Al l d r awings and wr i t t en mater ia l unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

N A

BID SET 09-05-2025

WW, LL

Denver, CO 303.670.7242 www.evstudio.com studio

CIVIL DETAILS

C4.0

1. SHALL BE INSTALLED PER MANUFACTURER'S

SPECIFICATIONS.

2. SHALL BE MAINTAINED PER GENERALLY ACCEPTED

STANDARDS BY A LICENSED PROVIDER.

3. USAGE SHALL COMPLY WITH ANY APPLICABLE

CODES AND/OR REGULATIONS.

4. MUST BE STAKED IN OR OTHERWISE SECURED.

** FOR INFORMATION PURPOSES ONLY.

PORTABLE RESTROOM DETAIL

NTS PR

SF SCL

4" ADS PIPE GRATE

(PDB-4G) OR EQUIVALENT

SOLID 4" PVC @ 1% MIN

UNDERDRAIN DETAIL

NTS

4" x 4" TEE

1. PIPE SHALL HAVE A MINIMUM COVER OF 12"

2. MINIMUM SLOPE OF PIPE SHALL BE 1%

CONNECT TO 4" PERFORATED

UNDERDRAIN PIPE FROM

PLAYGROUND AREAS

SOLID 4" PVC @ 1% MIN

UNDERDRAIN OUTLET DETAIL

NTS

ADS SLOPE DRAIN

(POB-SL4) OR EQUIVALENT

CONCRETE SECTION

NTS

6" CONCRETE

6" GRAVEL BASE

COMPACTED SUBGRADE

6" 6"

SEE SHEETS L3.0-L3.3 FOR

ADDITIONAL SITE DETAILS

C I

835584

MATCHLINE, SEE L1.1, L1.2

MATCHLINE, SEE L1.3

DEFRAME ST

APPROXIMATE LIMITS

OF CONSTRUCTION

BOUNDARY

EXISTING EQUESTRIAN

ARENA

DECIDUOUS TREE,

2.5" CAL.

EVERGREEN TREE,

8' HT.

ORNAMENTAL TREE,

2" CAL.

LEGEND

OVERALL SITE PLANS 20 SCALE

SOD

NATIVE SEED

ROCK MULCH, RE: SPECS

CONCRETE

ENGINEERED WOOD FIBER

CRUSHER FINES

SYNTHETIC TURF

ADIRONDACK CHAIR

BENCH

LANDSCAPE BOULDERS

SEAT BOULDERS

DOG WASTE STATION

TRASH RECEPTACLE

SPLIT RAIL FENCING

EXISTING EVERGREEN

TREE

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

N A

BID SET 09-05-2025

WW, LL

09-05-2025

OVERALL SITE

PLAN

L1.0

SITE NOTES:

1. The overall site plan is to be used in conjunction with architecture, irrigation, civil, structural, and electrical construction documents and specifications to complete the site information.

See Civil plans for additional control points, monuments, and benchmarks.

2. The preparer of these plans will not be responsible for, or liable for, unauthorized changed to or uses of these plans. All changes of these plans must be in writing and must be approved by the preparer prior to construction.

3. Contractor shall maintain a complete set of current drawings used at the project site. The on-site drawing set must include all revisions and issuances made during construction.

4. The Contractor shall be solely responsible for safety in, on, or about the project site. Any damage to adjacent property or utilities, not designated for removal, relocation, or replacement, shall be repaired to original condition and/or replaced by the Contractor at the Contractor's expense.

5. The Contractor shall be responsible for obtaining any permits or licenses required for the performance of the work as applicable to the project.

6. The Contractor shall obtain, at his own expense, all applicable codes, licenses, standard specifications, permits, binds, etc., which are necessary to perform the proposed work, include, but not limited to a local and state groundwater discharge and Colorado Department of Health and Environment (CDHPE) stormwater discharge permit associated with construction activity.

7. Contractor shall be responsible for notifying the Owner if any significant inconsistencies between the existing conditions and these plans are discovered.

8. The Contractor shall be responsible for all construction surveying. Layout and staking of all improvements shall be approved by the Owner prior to installation of improvements.

Discrepancies to the base information shall be brought to the Owner's attention for a decision prior to commencing with the work. Notification of request for field review shall be made a minimum of 24 hours in advance.

9. Contractor shall examine the site conditions and notify the Owner in writing of unsatisfactory conditions. Do not proceed until conditions have been corrected.

10. Contractor shall field verify and examine all existing conditions prior to bidding or performing any construction operation.

11. Contractor staging area and construction access to be determined with Owner at pre-construction meeting.

12. Contractor shall be responsible for his/her own construction quantity estimates.

13. All concrete flatwork (including sidewalks) shall have 2% cross slope, unless otherwise noted.

14. The Owner makes no warranty as to the correctness and/or completeness of the existing utility locations shown or not shown on the plans. The contractor shall be responsible for field verifying the horizontal and vertical location of all existing utilities including water, sewer, storm drains, gas transmission lines, and other utilities above and below the surface that may affect the project. Should discrepancy or conflict be discovered the Contractor shall notify the Owner immediately, and shall not continue construction until said conflict can be resolved in writing. The Contractor is responsible for the protection of all utility lines during the construction period, responsible for repairing any and all damage to utilities, structures, site appurtenances, etc. that occur as a result of construction.

15. The Contractor shall notify all utility companies at least 48 hours prior to beginning construction to verify depth and location of all utilities.

16. Any construction debris or mud-tracking in the public right-of-way resulting from the work shall be removed immediately by the Contractor.

17. The Contractor shall provide all lights, signs, barricades, flagmen, and other devices necessary to provide for the public safety on and about the site. The Contractor shall furnish appropriate traffic control and safety measures in accordance with the requirements of applicable highways and transportation authority.

18. Contractor shall take appropriate measures to protect both on-site and adjacent property trees and vegetation. Areas outside the limits of work as shown on the plans and/or cross sections shall remain undisturbed. Any items not intended for demolition must be protected.

Any damage will be repaired at Contractor's expense.

19. Contractor shall clear and grub the area disturbed by grading. Debris, vegetation, roots, and other materials not suitable for backfill shall be removed from the site and disposed of by the Contractor.

20. Contractor shall remove all debris from demolition operations on a daily basis.

21. Additional layout information may be provided to the Contractor prior to construction, upon request. Owner will provide digital files of the site plan in AutoCAD format. Allow 72 hours after request for delivery of files.

22. Written dimensions will take precedence over scaled dimensions. All dimensions shall be field verified by Contractor prior to construction. Any deviation from these plans must be approved by the Owner's Representative prior to construction.

23. Curved walks and curb edges are intended to be constructed with smooth flowing curves using flexible form materials. Anything other than smooth flowing curves will be rejected. All forms to be inspected & approved by Owner. Contractor to give Owner 48 hours notification of form inspection.

24. Owner's Representative shall approve final staking by Contractor of all concrete walls prior to construction and/or all form work prior to pouring. Contractor to give Owner 48 hours notification of form inspection.

25. All site improvements (seat boulders, picnic tables, benches, trash receptacles, etc.) must be field surveyed and staked by Contractor. Landscape Architect and/or Owner's Representative shall approve staked location of improvements prior to installation.

26. It is the responsibility of the Contractor to provide all submittals and cut sheets to the Landscape Architect for approval prior to the commencement of work. See specifications for detailed submittal information.

27. Sight triangles and sight lines shall remain unobstructed by equipment, construction materials, plant material, or any other visual obstacle during the contract period and at maturity of plants per local jurisdictional requirements. No plant material other than ground cover is allowed to be planted adjacent to fire hydrants as stipulated by jurisdictional requirements.

28. Contractor shall provide temporary 6’ height chain link fencing around the work area to secure the site. Fencing shall be maintained until project completion.

OVERALL SITE PLAN 1

00 20' 40'NORTH

SCALE: 1" = 20'-0"

AT SR

MATCHLINE, SEE L1.3

L3.0

18" CONCRETE EDGER

L3.0

4SPLIT RAIL FENCING

L3.0

2CRUSHER FINES

HORSE PATH

CONCRETE, RE: CIVIL

PROPOSED ENCLOSURE,

RE: SPECS

L3.0

5SEATING BOULDERS AT

SYNTHETIC TURF PLAY

MOUND

L3.0

3SYNTHETIC TURF

L3.1

4BASKETBALL STRIPING

BENCH, RE: SPECS

(2) BENCH, RE: SPECS

TRASH RECEPTACLE,

RE: SPECS

EXISTING SHELTER

TO REMAIN

ARCH SWINGS,

RE: SPECS

(3) ADIRONDACK CHAIR,

RE: SPECS

ENTRY ART SCULPTURE

TO BE COORDINATED BY

CONTRACTOR

BASKETBALL HOOP, RE: SPECS

RELOCATED GRILL

ANTIQUE FARM EQUIPMENT -

DUMP RACK, BY OWNER

L3.1

3ENTRY GATEWAY

ANTIQUE FARM EQUIPMENT -

PLOW, BY OWNER

ANTIQUE FARM EQUIPMENT -

HAY MOWER, BY OWNER

WATER FOUNTAIN, RE: SPECS

BIKE RACK, RE: SPECS

(1) HORSE SPRING

RIDER, RE: SPECS

CONE SPINNER,

RE: SPECS

CUSTOM PLAY HILL,

RE: SPECS

NAICA 4.OR, RE:

SPECS

UNDERDRAIN, 4" PERFORATED

PIPE, TYP.

DRAIN PIPE,

RE: CIVIL

L3.2

2 THICKENED EDGE

AT EWF

L3.2

3 ADA ACCESS RAMP

L3.2

1 EWF CONCRETE

CURBWALL

L3.0

4 SPLIT RAIL FENCING

L3.1

1 LANDSCAPE BOULDER

(2) BENCH, RE: SPECS

TRASH RECEPTACLE,

RE: SPECS

DOG WASTE STATION, RE: SPECS

EXISTING CONCRETE

PAD TO REMAIN

CORNHOLE SET, RE: SPECS

L3.1

2SEAT BOULDERS SET

ON GRADE

L3.1

2SEAT BOULDERS SET

ON GRADE

EXISTING FENCE TO REMAIN

COORDINATE WITH EXISTING UTILITIES

FOR RELOCATION OR PROTECTION

EXISTING FENCE TO REMAIN

L3.0

18" CONCRETE EDGER

5' CONCRETE

APRON, TYP.

EXISTING FENCE TO REMAIN

L3.0

6 SURFACE

MOUNT IN BED

SOD

NATIVE SEED

ROCK MULCH, RE: SPECS

CONCRETE

CRUSHER FINES

LEGEND

SYNTHETIC TURF

BENCH

LANDSCAPE BOULDER

SEAT BOULDER

TRASH RECEPTACLE

SPLIT RAIL FENCING

DECIDUOUS TREE,

2.5" CAL.

EVERGREEN TREE,

8' HT.

ORNAMENTAL TREE,

2" CAL.

ADIRONDACK CHAIR

DOG WASTE STATIOND

ENGINEERED WOOD

FIBER

EXISTING

EVERGREEN TREE

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

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BID SET 09-05-2025

WW, LL

09-05-2025

NORTH SITE

ENLARGEMENT

PLAN

L1.1

NORTH SITE ENLARGEMENT PLAN1 00 10' 20'NORTH

SCALE: 1" = 10'-0"

AT SR

MATCHLINE, SEE L1.3

35'-4"

'-4

14'-10" R72'-4"

R10 '-0

'-1

-0

20'-0"

R 10'-0"

R9'-4"

R10'-8"

25'-4"

38'-11"

9'-0"

9' -3

-0

5'-0" 6'-0"

'-2

29'-6"5'-8"12'-0"

R7'-0"

R5'-0"

R8'-1

10'-3"

R7'-10"

R5'-0"

7'-11"

R 9'-4"

R10'-0" R9'-2"

17'-5"

4'-8"

12'-0"

'-8

R 29'-8"

R27'-8"

R10'-0"

5' -5

'-1

7'-10"

R7'-7"

R10'-0

43'-1"

R6'-9"

'-4

6'-0"

R3'- 0"R1

8' -0

"R5'-0"

R5'-0"

71'-9"

'-6

'-3

1' -5

R47 '-6

R 50'-8"

R5'-0"

17'-2" 15'-9"

31'-4"

R12'-0"

'-4

9'- 7"

R15'-0"

35'-5"

13'-11"

R5'-8"

15'-7"

'-1

R34 '-4

R12'-8"

28'-7" 10'-0" TYP.

14'-7"

'-9

'-1

'-4

25'-5"

R5'-0"

4' -2

'-2

27'-7" 11'-2"

SOD

NATIVE SEED

ROCK MULCH, RE: SPECS

CONCRETE

CRUSHER FINES

LEGEND

SYNTHETIC TURF

BENCH

LANDSCAPE BOULDER

SEAT BOULDER

TRASH RECEPTACLE

SPLIT RAIL FENCING

ADIRONDACK CHAIR

DOG WASTE STATIOND

ENGINEERED WOOD

FIBER

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

N A

BID SET 09-05-2025

WW, LL

09-05-2025

NORTH LAYOUT

ENLARGEMENT

PLAN

L1.2

NORTH LAYOUT ENLARGEMENT PLAN1 00 10' 20'NORTH

MATCHLINE, SEE L1.1, L1.2

L3.0

4SPLIT RAIL FENCING

L3.0

2CRUSHER FINES

HORSE PATH

CONCRETE, RE: CIVIL

L3.0

18" CONCRETE EDGER (3) EXISTING TREE TO

REMAIN

DRAINAGE PIPE, RE: CIVIL

DOG WASTE STATION,

RE: SPECS

PLUG END OF IRRIGATION DITCH

WITH CONCRETE HEADWALL

AND BURY UP TO FINISH GRADE

R5'-6"

R58'-0"

R3 '-0

12'-0"

PROTECT EXISTING

CULVERT TO REMAIN

PROTECT EXISTING

FENCE TO REMAIN

SOD

NATIVE SEED

ROCK MULCH, RE: SPECS

CONCRETE

CRUSHER FINES

LEGEND

SYNTHETIC TURF

BENCH

LANDSCAPE BOULDER

SEAT BOULDER

TRASH RECEPTACLE

SPLIT RAIL FENCING

DECIDUOUS TREE,

2.5" CAL.

EVERGREEN TREE,

8' HT.

ORNAMENTAL TREE,

2" CAL.

ADIRONDACK CHAIR

DOG WASTE STATIOND

ENGINEERED WOOD

FIBER

EXISTING

EVERGREEN TREE

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

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BID SET 09-05-2025

WW, LL

09-05-2025

SOUTH SITE &

LAYOUT

ENLARGEMENT

PLAN

L1.3

SOUTH SITE & LAYOUT ENLARGEMENT PLAN1 00 10' 20'NORTH

835584

MATCHLINE, SEE L2.1

MATCHLINE, SEE L2.2

DEFRAME ST

APPROXIMATE LIMITS

OF CONSTRUCTION

BOUNDARY

EXISTING EQUESTRIAN

ARENA

DECIDUOUS TREE,

2.5" CAL.

EVERGREEN TREE,

8' HT.

ORNAMENTAL TREE,

2" CAL.

LEGEND

OVERALL SITE PLANS 20 SCALE

SOD

NATIVE SEED

ROCK MULCH, RE: SPECS

CONCRETE

ENGINEERED WOOD FIBER

CRUSHER FINES

SYNTHETIC TURF

ADIRONDACK CHAIR

BENCH

LANDSCAPE BOULDERS

SEAT BOULDERS

DOG WASTE STATION

TRASH RECEPTACLE

SPLIT RAIL FENCING

DECIDUOUS

SHRUBS

EVERGREEN

SHRUBS

EXISTING EVERGREEN

TREE

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

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Drafted By:

22447.00Project No.:

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BID SET 09-05-2025

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09-05-2025

OVERALL

LANDSCAPE

PLAN

L2.0

LANDSCAPE NOTES:

1. All plants are to be nursery grown stock from growers located in USDA hardiness zones 1, 2, 3 or 4. All plant material shall be in accordance with American Association of Nurserymen specification for number one grade.

2. New sod is to be bluegrass, per specifications. Lay sod 1 1/2" (from final grade) lower than adjacent paving grade or edger except in the center of a swale where drainage would be impeded.

3. Install mulch in all planting beds as indicated on plans and details.

Sample of mulch to be approved by landscape architect prior to installation. For all single trees and shrubs not in a planting bed, provide shredded western red cedar mulch ring, 30" diameter, 4" depth.

4. The contractor is responsible for verifying all plant quantities.

Graphic quantities takes precedence over written quantities.

5. Contractor to install geotextile fabric for weed protection beneath all shrub beds.

6. Soil preparation shall consist of composted amendment applied at a rate of four (4) cubic yards per 1000 SF and tilled at a depth of 6"-9".

7. All planting beds, sod, & trees to be irrigated with a permanent underground irrigation system. All turf areas to be irrigated with automatic pop-up irrigation system. All shrub beds and trees to be irrigated with automatic drip (trickle) irrigation, or acceptable alternate. The irrigation system is to be adjusted to meet the water requirements of the individual plant material.

8. All trees to balled and burlapped, root control bag, or containerized.

9. The landscape contractor shall be responsible for ensuring positive drainage exists in all landscape areas. Surface drainage on landscape areas shall not flow toward structures and foundations.

Maintain slope away from foundations per the geotechnical report recommendations. All landscape areas between walks and curbs shall drain freely to the curb unless otherwise identified on the grading plan. In no case shall the grade, turf thatch, or other landscape materials dam water against walks. Minimum slopes on landscape areas shall be 2%; maximum slope shall be 25% unless specifically identified on the plans or approved by the owner's representative.

10. Trees shall not be located in drainage swales, drainage areas, or utility easements. Trees shall be located a minimum of 10' from utilities. Contact owner's representative for relocation of plants in questionable areas prior to installation.

11. Existing turf areas that are disturbed during construction, establishment and the maintenance period shall be restored with new sod to match existing turf species. Disturbed native areas which are to remain shall be over seeded and restored with specified seed mix.

12. Developer shall ensure that the landscape plan is coordinated with the plans done by other consultants so the proposed grading, storm drainage, or other construction does not conflict nor preclude installation and maintenance of landscape elements on this plan.

13. To the maximum extent feasible, topsoil that is removed during construction activity shall be conserved for later use on areas requiring revegetation and landscaping.

14. Minimum clearance of three (3') feet on each side of the fire department connection (FDC). No vegetation other than turf or ground covers planted in front of FDC.

OVERALL LANDSCAPE PLAN 1

00 20' 40'NORTH

SCALE: 1" = 20'-0"

PLANTING SCHEDULE:

AT SR

MATCHLINE, SEE L2.2

NATIVE SEED, RE: SPECS

(8) VE PE

(1) PR PU

(2) PE AF

(4) RI AU

(19) PE AF

(1) PI SY

(37) PE AF

(3) RI GM

(9) PE AF

(2) PR PU

(1) RA CO

(3) PE AF

(2) PE AF

(1) PR PU

(1) DA PU

(6) PE AF

(11) PA VI

(1) PR PU

(2) BA AU

(1) RI AU

(4) VE PE

(1) AM HU

(1) PR PU

(2) AC TA

(1) RI AU

(15) BO GR

(2) RH AA

(1) PR PU

(9) PE AF

(1) GY DI

(1) AM HU

(10) PE AF

(4) RI AU

(4) PA VI

(1) RA CO

(2) PR PU

(1) CE OC

(6) RI AU

(1) GY DI

(2) BO GR

(4) PE AF

(1) RI AU

(3) BO GR

(1) AC TA

(2) PR PU

(10) LI VU

(4) PE AF

(5) SY BK

(14) PA VI

(1) GY DI

(2) QU MU

(3) BO GR

(7) RI AU

(11) PE AF

(4) KO PA

(1) ER NA

(4) PA VI

(1) BA AU

(1) VI CA

(5) PA VI

(1) RH AA

(1) RH TR

(2) AR ME

(2) AC MO

(7) BO GR

(1) PI SY

(7) PE AF

(2) PR PU

(3) DA PU

(1) AM HU

(5) PE AF

(6) VE PE

(3) RI AU

(2) RA CO

(14) PA VI

(2) PI ED

(1) RI GM

(1) MA SS

(2) RA CO

(1) DA PU

(4) AC MO

(4) RA CO

(20) BO GR

(1) BA AU

(2) ER NA

(1) VI CA

(1) RH AA

(1) PR PU

(1) AM HU

(11 VE PE

(1) PR PU

(14) PA VI

(2) AR ME

(3) DA PU

(3) MA SS

(1) TI AM

(7) BO GR

(14) VE PE

(2) GY DI

(6) LI VU

(5) BO GR

(25) VE PE

(24) VE PE

(1) GL TR

(8) BO GR

(1) RI AU

(3) LI VU

(1) TI AM

(18) VE PE

(1) GL TR

(3) LI VU

(2) VE PE

(24) PE AF

(2) BO GR

SOD

NATIVE SEED

ROCK MULCH, RE: SPECS

CONCRETE

CRUSHER FINES

LEGEND

SYNTHETIC TURF

BENCH

LANDSCAPE BOULDER

SEAT BOULDER

TRASH RECEPTACLE

SPLIT RAIL FENCING

DECIDUOUS TREE,

2.5" CAL.

EVERGREEN TREE,

8' HT.

ORNAMENTAL TREE,

2" CAL.

DECIDUOUS SHRUBS

EVERGREEN SHRUBS

ADIRONDACK CHAIR

DOG WASTE STATIOND

ENGINEERED WOOD

FIBER

EXISTING

EVERGREEN TREE

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

N A

BID SET 09-05-2025

WW, LL

09-05-2025

LANDSCAPE

ENLARGEMENT

PLAN

L2.1

LANDSCAPE ENLARGEMENT PLAN1 00 10' 20'NORTH

MATCHLINE, SEE L2.1

(3) EXISTING TREES TO REMAIN

NATIVE SEED, RE: SPECS

(4) RI AU

(6) PE AF

(3) BO GR

(3) CE OC

SOD

NATIVE SEED

ROCK MULCH, RE: SPECS

CONCRETE

CRUSHER FINES

LEGEND

SYNTHETIC TURF

BENCH

LANDSCAPE BOULDER

SEAT BOULDER

TRASH RECEPTACLE

SPLIT RAIL FENCING

DECIDUOUS TREE,

2.5" CAL.

EVERGREEN TREE,

8' HT.

ORNAMENTAL TREE,

2" CAL.

ADIRONDACK CHAIR

DOG WASTE STATIOND

ENGINEERED WOOD

FIBER

EXISTING

EVERGREEN TREE

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

N A

BID SET 09-05-2025

WW, LL

09-05-2025

LANDSCAPE

ENLARGEMENT

PLAN

L2.2

LANDSCAPE ENLARGEMENT PLAN1 00 10' 20'NORTH

NOTE:

1. PROVIDE CONTROL JOINTS AT 20' O.C., AND

WHERE MOW BAND ABUTS PAVING OR

STRUCTURES.

2. TOP OF CURBWALL TO BE THE FOLLOWING

DIMENSION ABOVE:

TOP OF ADJACENT MATERIAL:

- 1.5" ABOVE SOD

- 1" ABOVE SEED

MATERIAL VARRIES,

RE: L1.1

#3 REBAR CONT.

RADIUS BOTH SIDES WHEN ADJACENT TO

SOD, SEED, OR PLANTING BED

MATERIAL VARRIES,

RE: L1.1

DRAINAGE CUT OUTS

NOT TO SCALE

10' O.C.

1" R.

12'-0"

2% SLOPE MAX

NOTE:

1. INSTALL STABILIZED CRUSHER FINES AND COMPACT

UNTIL MATERIAL IS FIRMLY LOCKED TOGETHER.

2. MATERIALS SHALL BE A MIN. OF 4" DEPTH AFTER

COMPACTION IN 2" LIFTS. CROSS SLOPE SHALL BE 2%

MAX WITH NO DEPRESSIONS TO COLLECT WATER.

3. STABILIZED CRUSHER FINES BY STABILIZER

SOLUTIONS PER SPECIFICATIONS.

FILTER FABRIC

STABILIZED CRUSHER FINES PER SPECS

MATERIAL VARIES, RE: L1.1

SEE DETAIL 1/L3.0

SECURE W/ FABRIC STAKES

@ EA. EDGE, 5' O.C.

NOTES:

1. SUBMIT SHOP DRAWINGS FOR

LANDSCAPE ARCHITECT'S

APPROVAL.PRIOR TO INSTALLATION

2. CONCRETE FOOTINGS WITH TOP OF

FOOTING ABOVE TOP OF ADJACENT

MATERIAL:

- 1" ABOVE SEED OR WOOD CHIPS

- FLUSH WITH CONCRETE, ASPHALT,

AND CRUSHER FINES

3. NAILS ARE PROHIBITED.

4. CONSTRUCTION FOR LOCAL WIND

LOADS.

5. GALVANIZED BOLT FASTENERS.

6. LUMBER IS NOTED IN NOMINAL SIZE,

BUT SHALL BE PROVIDED IN ACTUAL

SIZE

1'-6"

2' -6

4' -0

6" 1'

-0

6'-0"

4"x6" CEDAR POSTS 8' O.C.

2"x6" CEDAR RAILS, CHAMFER BOARD ENDS AT

CORNERS AND ENDS OF

FENCE RAIL

1/2"X6" GALVANIZED CARRIAGE

THROUGH BOLTS WITH PLATES.

COUNTERSINK NUTS. SHEAR

BOLTS EVEN WITH POST, FILE

ENDS SMOOTH.

CONCRETE MOW BAND,

RE: 6/L-501

CONCRETE FOOTING

3/4" GRAVEL BACKFILL

UNDISTURBED SUBGRADE

COMPACTED SUBGRADE

TO 95% STANDARD PROCTOR

4" MIN. DEPTH GRAVEL DRAINAGE

COURSE, RE: SPECS. GRAVEL TO

EXTEND TO TOP OF LEVELING

COURSE AT ALL PERF. DRAIN

TRENCHES

3" DEPTH FINES LEVELING COURSE, RE: SPECS

2" MIN. PLAYGROUND SAFETY PAD, RE: SPECS

TURF INFILL MATERIAL,RE:SPECS

TOP OF SYNTHETIC TURF, FINISHED GRADE

GEOTEXTILE FABRIC, RE: SPECS.

DO NOT INSTALL FABRIC OVER

PERIMETER DRAIN TRENCH

CONCRETE WALK,

RE: PLANS

11 2"

2X4 PRESSURE TREATED LUMBER NAILER BOARD ATTACHED TO

CONCRETE EDGER WITH 4" HILTI POWER DRIVE UNIVERSAL

KNURLED SHANK FASTENER EVERY 24" O.C. MAX. TOP OF BOARD

TO BE 1-1/2" BELOW TOP OF ADJACENT CONCRETE

SYNTHETIC TURF ATTACHED TO NAILER BOARD WITH 1" STAPLE @3-4" O.C. MAX.

4" MIN. PERFORATED PVC

DRAIN PIPE TO STORM PIPE,

RE: CIVIL. SLOPE AT 1.0% MIN.

1%1%

CONCRETE EDGER

DETAIL, RE: 1/L3.0

4" 1'

-2

8" CONCRETE EDGER,

SEE DETAIL 1 / L3.0

SYNTHETIC TURF, SEE

DETAIL 3 / L3.0

TOP COURSE BOULDER,

48" x 24" x 16" TYP.

BOTTOM COURSE BOULDER,

48" x 24" x 14" TYP.

8" DEPTH COMPACTED

CLASS 6 ROAD BASE,

INSTALL IN 4" LIFTS

4" 2'-0"

NOTE:

1. BOULDERS SHALL BE BUFF SANDSTONE FROM ARKINS

PARK OR APPROVED EQUAL.

2. TOP BOULDER COURSE SHALL HAVE A SAW CUT BACK.

3. BOTTOM BOULDER COURSE SHALL BE BURIED 4"

BELOW SUBGRADE.

4. PLACE ROCKS TIGHTLY TO EACH OTHER FOR

MAXIMUM SEAL & TIGHT JOINT.

1'-10"

ADJACENT MULCH

LITTER RECEPTACLE, REFER TO

SPECIFICATIONS, SURFACE MOUNT PER

MANUFACTURER'S SPECIFICATIONS

1'-10" DIA. CONCRETE PAD, KEEP

CONCRETE SURFACE 1/2" BELOW

TOP OF ADJACENT MULCH

COMPACTED SUBGRADE

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

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BID SET 09-05-2025

WW, LL

09-05-2025

SITE DETAILS

L3.0

8" CONCRETE EDGER1 Scale: 1" = 1'-0' CRUSHER FINES HORSE PATH 2 Scale: 1" = 1'-0"

SPLIT RAIL FENCING4 Scale: 3/4" = 1'-0"

SYNTHETIC TURF 3 Scale: 1" = 1'-0"

SEATING BOULDERS AT SYNTHETIC TURF PLAY MOUND 5 Scale: 3/4" = 1'-0"

SURFACE MOUNT IN BED6 Scale: 1" = 1'-0"

20"-24"

"MATERIAL VARIES,

RE: L1.1

LARGE BOULDER, APPROX.

18" X 24" X 24"

SMALL BOULDER, APPROX.

12" X 20" X 18"

25'-0"

19'-0"

'-0

R19'-9"

R6'-0" BASKETBALL GOAL,

RE: SPECS

CONCRETE

SURFACE, RE: CIVIL

PAINTED LINES,

2" THICK

3' -0

1'-8" 2"

TYP.

19'-0"

3' -0

-6

6" x 6" PREMIUM ROUGH

KILN-DRIED CEDAR POST

1/2" BLACK

CARRIAGE BOLT

WITH WASHERS

AND ACORN NUT

5°

45°

6" DEPTH COMPACTED

CLASS 6 ROAD BASE,

INSTALL IN 3" LIFTS

CONCRETE FOOTING

VARIES

NOTES:

1. BOULDERS TO BE SET ON GRADE

2. SEAT BOULDERS TO BE SET WITH A FLAT SIDE UP TO

PROVIDE LEVEL SEATING SURFACE.

3. AVERAGE BOULDER SIZE 48" X 24" X 18".

4. FINISHED HEIGHT OF BOULDERS TO BE 15-18".

SANDSTONE BOULDER,

LOCATION TO BE FIELD

APPROVED BY OWNERS REP.

SURFACE MATERIAL, SEE PLAN.

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

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BID SET 09-05-2025

WW, LL

09-05-2025

SITE DETAILS

L3.1

LANDSCAPE BOULDER1 Scale: NOT TO SCALE

BASKETBALL STRIPING 4 Scale: NOT TO SCALE ENTRY GATEWAY3 Scale: NOT TO SCALE

SEAT BOULDER2 Scale: NOT TO SCALE

3" M

1% MIN.

" M

6" M

TOP OF ENGINEERED WOOD FIBER.

EWF TO BE 12" MINIMUM DEPTH AT

END OF WARRANTY PERIOD.

RADIUS BOTH SIDES WHERE ADJACENT

TO, SOD, CRUSHER FINES, OR PLANTING

BED. FLUSH WITH ALL ADJACENT PAVING.

R=1"

CONDITION VARIES, SEE PLANS.

TOP OF WALL TO BE THE FOLLOWING

DIMENSIONS ABOVE TOP OF ADJACENT

MATERIAL:

- 1-1/2" ABOVE SOD

- 1" ABOVE SEED OR MULCH

- FLUSH WITH CONCRETE AND ASPHALT

2-#4 BARS, CONT.

CONCRETE WALL WITH

FIBERMESH

COMPACTED BACKFILL

3" DEPTH 3/4" GRAVEL OR CLEAN RE-USED PEA GRAVEL,

GEOTEXTILE FABRIC TO COMPLETELY SURROUND GRAVEL,

GLUE TO CURBWALL W/ MANUFACT. RECOMMENDED ADHESIVE.

PROVIDE CONTROL JOINTS AT CURBWALL EVERY 20' MIN.

ISOMETRIC VIEW

SLOPE

12:1

6'-0"

12:1 SLOPE

NOTE: WOOD FIBER TO BE A

MINIMUM OF 12" DEEP WITHIN 6'

OF ALL PLAY EQUIPMENT,

REFER TO PERFORATED DRAIN

PIPE DETAIL TO AVOID

CONFLICTS.SECTION VIEW

INSTALL SEALED EXPANSION

JOINT PER SPECIFICATIONS WHEN

WALL ABUTS CONCRETE PAVING

CONCRETE PAVING

#4 BARS CONTINUOUS,

18" O.C.

TOP OF ENGINEERED

WOOD FIBER, 12" DEPTH

GEOTEXTILE

FABRIC

CONCRETE WALL

W/ FIBERMESH

COMPACTED BACKFILL

3" DEPTH 3/4" GRAVEL

3' X 3' WEAR

MAT

8" EDGE OF CURBWALL ACCESSIBLE

ROUTE MAX. 1:20

PLAN VIEW

6'-0"

1' -0

2' -0

6' 6'4'

4'-0" 6'-0"

SLOPE12:1

SLOPE

12:1

SLOPE12:1

4'-0"6'-0" 6'-0"

6'-0"

SLOPE

12:1

SLOPE

12:1

3'x3' RUBBER

WEAR MAT, 1

1/2" THICK

RAMP FOOTER

BOTTOM OF RAMP

EDGE OF

ENGINEERED

WOOD FIBER

RAMP FOOTER

BOTTOM OF RAMP

3'x3' RUBBER

WEAR MAT, 1

1/2" THICK

EDGE OF

ENGINEERED

WOOD FIBER

3'x3' RUBBER

WEAR MAT, 1

1/2" THICK

RAMP FOOTER

BOTTOM OF RAMP

EDGE OF

ENGINEERED

WOOD FIBER

10"

TWO #3 BARS, CONT. 8 O.C.

CONCRETE WALL WITH FIBERMESH

" M

NEW CONCRETE

PAVING, RE: 1/L2.0

CURBWALL TO BE POURED

MONOLITHIC WITH ADJOINING 6"

CONCRETE WALKWAYTOP OF EXISTING

ENGINEERED WOOD

FIBER

COMPACTED SUBGRADE

#4 BARS CONTINUOUS

1" R

EXTEND REBAR MIN 24"

INTO EXISTING PAVING

SAW CUT

COMPACTED

SUBGRADE

3" MIN.

1% SLOPE MIN.

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

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BID SET 09-05-2025

WW, LL

09-05-2025

SITE DETAILS

L3.2

EWF CONCRETE CURBWALL1 Scale: 1" = 1'-0"

ADA ACCESS RAMP3 Scale: 1" = 1'-0"

THICKENED EDGE AT EWF2 Scale: 1" = 1'-0"

BALL WIDTH

DIAMETER 2X'S

NOTE: SET ROOT BALL OF ALL TREES 4" ABOVE

GRADE IN IRRIGATED AREAS AND AT GRADE

TO 2" ABOVE GRADE IN NON-IRRIGATED

AREAS. MODIFY IF SOIL CONDITIONS

WARRANT. INSTALL A 5" HIGH BERM AROUND

TREES TO CREATE A WATERING BASIN. BERM

IS TEMPORARY IN IRRIGATED AREAS. REMOVE

BERM AFTER TWO THOROUGH WATERINGS IN

IRRIGATED AREAS AND MULCH

PRUNE AS DIRECTED BY OWNER'S REPRESENTATIVE.

DO NOT PRUNE OR DAMAGE CENTRAL LEADER.

DIG HOLE TWO TIMES THE SIZE OF THE ROOTBALL.

MULCH FLUSH WITH

SOD AT EDGE. PROVIDE

4' DIAMETER CIRCLE

REMOVE BOTTOM 1/3 OF WIRE

BASKET. SET TREE IN PIT TO

PROPER GRADE AND PLUMB.

REMOVE REMAINING WIRE AND

TWINE. IF PLASTIC OR TREATED

BURLAP, REMOVE AS MUCH AS

POSSIBLE AND BACKFILL. IF

REGULAR BURLAP, BACKFILL 2/3

OF PIT. REMOVE 1/3 OF BURLAP

AND COMPLETE BACKFILL.

UNDISTURBED SOIL

WRAP TRUNK FROM GROUND

LEVEL TO SECOND BRANCH

WITH 4 INCH KRAFT TYPE TREE

WRAP. SECURE ENDS WITH

FLEXIBLE TAPE.

GUYING SYSTEM:

MIN. 6 FEET LONG HEAVY DUTY WOOD

POST STAKES WITH 12 GAUGE GALVANIZED

STEEL WIRE GUYS SECURED TO TREE

WITH CANVAS STRAP ABOVE FIRST

BRANCH. WIRE TO BE TAUT BUT NOT OVER

TIGHT. FLAG WIRE WITH WHITE PLASTIC

FLAGGING TAPE.

CONIFERS TO HAVE 2 STAKES FOR TREES

6 FEET AND LESS. 3 STAKES FOR TREES

ABOVE 6 FEET. DECIDUOUS TREES TO

HAVE 2 STAKES FOR TREES 2-1/2" CAL. ONE

STAKE ALWAYS IN DIRECTION OF

PREVAILING WINDS. REMOVE STAKES &

GUYS AFTER 1 YEAR.

PREPARED BACKFILL MIXTURE:

1.FOUR PARTS NATIVE SOIL FROM PIT

EXCAVATION

2.ONE PART SOIL AMENDMENT PER SPECS

3.MATERIALS TO BE THOROUGHLY

BLENDED.

DIAMETER

2X'S BALL WIDTH

DECIDUOUS SHRUB

EVERGREEN SHRUB

SET SHRUB PLUMB.

PRUNE AS DIRECTED BY

LANDSCAPE ARCHITECT.PLACE SPREADING EVERGREEN

SHRUBS PERPENDICULAR TO SLOPE

OF GROUND. LEAVE ENOUGH SPACE

UNDER BRANCHES FOR MULCH.

MOUND BACKFILL

UNDER ROOTBALL.

REMOVE CONTAINER,

SPLIT BOTTOM 1/2 OF

BALL, SPREAD AND PLANT

MULCH OVER MOUNDED BACKFILL.

BUILD A 4" BERM AROUND SHRUB

TO CREATE A WATERING BASIN IN

NON- IRRIGATED AREAS ONLY.

PREPARED BACKFILL MIXTURE:

1. FOUR PARTS NATIVE SOIL FROM

PIT EXCAVATION

2. ONE PART SOIL AMENDMENT

PER SPECS

3. MATERIALS TO BE

THOROUGHLY BLENDED

SET GRASS 1 IN. HIGHER THAN THE GRADE

AT WHICH IT GREW

PLANT GRASSES MIN. 4'-0" BEHIND CURB IN

FRONT END PARKING SITUATIONS

ANY BROKEN OR CRUMBLING ROOTBALL WILL BE

REJECTED. REMOVING THE CONTAINER WILL NOT BE AN

EXCUSE FOR DAMAGED ROOTBALL

CONCRETE CURB OR CONCRETE PAVING

HOLD GRADE 1 IN. BELOW EDGE

DIG PLANT PIT TWICE AS WIDE AS THE CONTAINER

SPECIFIED MULCH 4" DEEP

FINISHED GRADE

LOOSEN SIDES OF PLANT PIT AND ROOTBALL

REMOVE CONTAINER

SPECIFIED BACKFILL MIXTURE

NOTES:

1. FENCING HEIGHT MUST BE A MINIMUM OF 48".

2. ATTACH "TREE PROTECTION AREA" SIGNS TO

FENCING EVERY 50 FEET.

3. THE TREE PROTECTION AREA SHALL NOT BE

MODIFIED OR REMOVED PRIOR TO CONSENT OF THE

LANDSCAPE ARCHITECT.

4. NO MATERIALS, DEBRIS, EQUIPMENT AND SITE

AMENITIES SHALL BE STORED WITHIN THE TREE

PROTECTION AREA

5. ENTRANCE TO THE TREE PROTECTION AREA IS NOT

PERMITTED WITHOUT CONSENT OF THE LANDSCAPE

ARCHITECT.

EXTENDS THROUGH ENTIRE TREE

PROTECTION AREA

ZONE 1

ANY DIGGING, EXCAVATING,

TRENCHING, CHANGING OF

GRADE, OR OTHER ACTIONS

THAT MAY POTENTIALLY

IMPACT THE ROOTING

ENVIRONMENT MUST BE

AUTHORIZED BY THE

ARBORIST PRIOR TO WORK

COMMENCEMENT. WORK

WITHIN THE CRZ MUST TAKE

PLACE IN ACCORDANCE WITH

THE CONDITIONS

ESTABLISHED BY THE

LANDSCAPE ARCHITECT.

" M

TREE PROTECTION AREA

THE AREA INSIDE A PERIMETER ESTABLISHED AT THE

CRITICAL ROOT ZONE (CRZ). THE CRZ IS EQUAL TO

THE DRIPLINE, FURTHEST EXTENT OF TREE CANOPY,

OR IS EQUAL TO 1.25' FEET RADIALLY FROM THE TREE

FOR EVERY ONE INCH OF TRUNK DIAMETER AT

BREAST HEIGHT (DBH=4.5' ABOVE SOIL LINE), OR

WHICHEVER IS GREATER (UP TO 45' RADIUS).

ZONE 2-LOWER CANOPY PROTECTION

CONTACT ARBORIST IF ANY PRUNING IS NEEDED

PRIOR TO WORK IF POTENTIAL FOR DAMAGE EXISTS.

ZONE 3

REQUIRED IF CONSTRUCTION OCCURS WITHIN TEN

FEET OR LESS (PERMITTED INSIDE THE CRZ ONLY IF

EQUIPMENT IS OPERATED EXCLUSIVELY ON EXISTING

HARDSCAPE AND NO SOIL COMPACTION TAKES PLACE).

Al l d r awi ngs and wr i t ten mat er i a l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

N A

BID SET 09-05-2025

WW, LL

09-05-2025

PLANTING

DETAILS

L3.3

TREE PLANTING1 Scale: NOT TO SCALE

SHRUB PLANTING2 Scale: NOT TO SCALE

GRASS PLANTING4 Scale: NOT TO SCALE

TREE PROTECTION3 Scale: NOT TO SCALE

B B

1"14

1"18

A21

1"5

A22

1"14

1"12

1"14

1"12

1"13

1"10

A19

1"12

A20

B B B

B B

1"6

1"12

A13

1"10

A12

1"14

A17

1"10

A15

1"6

A14

1"6

A16

1"14

A11

1"11

A10

1"8

A18

1"15

21/2"

21/2"B

Al l d ra win gs an d w r i tt en mat er ia l appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

BID SET 09-05-2025

UNLESS NOTED OTHERWISE

1806 SAM P30 W/ SPEC'D. NOZZ.

1812 SAM P30 W/ SPEC'D. NOZZ.

T113K SERIES - LINE SIZE

CLASS 200 SOLVENT WELD

CLASS 200 SOLVENT WELD - 1" DIA.

PEB SERIES

SALVAGED

CLASS 200 SOLVENT WELD

5012+PCSAMR W/ #2.0LA NOZZ.

GPM

RAIN BIRD

FEBCO

RAIN BIRD

HI-POP SPRAY HEAD

POP-UP SPRAY HEAD

CONTROL VALVE SIZE

CONTROLLER & STATION NO.

ELECTRIC CONTROL VALVE

ELECTRIC CONTROLLER

QUICK COUPLING VALVE

BACKFLOW PREVENTER (IRRIG.)

HI-POP GEAR DRIVEN ROTOR

PVC MAINLINE

825YA - 1" DIA.

1" DIA.

44 LRC

WATER METER

PVC LATERAL

PVC SLEEVING

GATE VALVE

13 & 15

MODEL NO.SYMBOL MANUFACTURER DESCRIPTION DETAIL NO. COMMENTS

INSTALL ONE 1" WET TAP INTO EXISTING WATER LINE AND EXTEND 1" K SOFT

COPPER AT 54" DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE 1"

WATER METER PER NORTH TABLE MOUNTAIN WATER & SANITATION DISTRICT

STANDARDS, ONE 1" STOP & DRAIN VALVE, ONE 1" REDUCED PRESSURE BACKFLOW

PREVENTER AND ENCLOSURE, ONE QUICK COUPLING VALVE, ONE 1" FLOW SENSOR,

ONE 1" MASTER VALVE AND EXTEND CLASS 200 PVC MAINLINE AS SHOWN. WORK

SHALL CONFORM TO LOCAL CODE. STREET CUT & PATCH, BACKFILLING AND

COMPACTION OPERATIONS SHALL CONFORM TO LOCAL REGULATIONS AND

STANDARDS. TRAFFIC CONTROL ASSOCIATED WITH WORK IS THE RESPONSIBILITY

OF THE CONTRACTOR. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE

OBTAINED AND PAID BY CONTRACTOR. FINAL LOCATION OF BACKFLOW

PREVENTERS SHALL BE REVIEWED AND APPROVED BY OWNER'S REPRESENTATIVE

PRIOR TO START OF WORK.

WR2-RFCRAIN BIRD WIRELESS RAIN/FREEZE SENSOR 12R

CONTRACTOR SHALL FIELD VERIFY PRESSURE AT BACKFLOW PREVENTER LOCATION

FOR EACH TAP PRIOR TO ORDERING MATERIALS OR STARTING ANY IRRIGATION

INSTALLATION AND NOTIFY CONSULTANT OF ANY DIFFERENCES FROM STATED

PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSULTANT HE ASSUMES FULL

RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS. SYSTEM HAS BEEN DESIGNED

FOR A STATIC PRESSURE OF 80 PSI (PER NORTH TABLE MTN. WATER & SANITATION

DISTRICT).

LATERAL PIPING DIAMETERS SHALL INCLUDE 1" AND 1 1/2". 3/4" AND 1 1/4" DIAMETER

LATERAL PIPE IS NOT ACCEPTABLE.

REFER TO IRRIGATION TECHNICAL SPECIFICATIONS FOR PLANTING AND IRRIGATION

LAY-OUT REQUIREMENTS, COORDINATION AND PRIORITIES.

VALVE BOXES SHALL BE LOCATED 36" MINIMUM FROM CENTERLINE OF ALL SWALES, 24"

MINIMUM FROM EDGES OF ALL WALKS, CURBS, DRIVES AND OTHER HARD SURFACE

AREAS.

SEPARATE SLEEVE. IRRIGATION WIRE BUNDLE SHALL BE ROUTED IN SEPARATE

CONTRACTOR SHALL REPAIR OF REPLACE ANY EXISTING IRRIGATION EQUIPMENT,

TURF, PLANT MATERIAL OR SITE FEATURES DAMAGED DURING NEW INSTALLATION.

REPLACEMENT OR REPAIR OF DAMAGED EQUIPMENT OR MATERIAL SHALL BE

DETERMINED BY THE OWNER AND THE CONSULTANT.

REFER TO PLANTING PLAN FOR EXACT TREE LOCATIONS AND QUANTITIES, TREES

SHOWN ON IRRIGATION PLANS ARE APPROXIMATE.

CONTRACTOR SHALL COORDINATE INSTALLATION OF SLEEVING WITH INSTALLATION

OF CONCRETE FLATWORK AND PAVING. ALL SLEEVING IS BY CONTRACTOR UNLESS

OTHERWISE NOTED. UNLESS NOTED OTHERWISE ON IRRIGATION PLANS INSTALL

SLEEVING BASED ON SLEEVE SIZING GUIDE BELOW:

WHERE NOT NOTED ON IRRIGATION PLANS CONTRACTOR TO INSTALL PLASTIC

15 SERIES NOZZLES ON POP-UP SPRAY HEADS SPACED GREATER THAN 12 FEET.

INSTALL 12 SERIES NOZZLES ON POP-UP SPRAY HEADS SPACED 10-12 FEET. INSTALL

10 SERIES NOZZLES ON ALL POP-UP SPRAY HEADS SPACED 8-10 FEET. INSTALL

NOTE: EACH LENGTH OF SLEEVED PIPE SHOWN SHALL BE ROUTED THROUGH

SLEEVE/CONDUIT WITHOUT IRRIGATION PIPING

PIPE SIZE OR WIRE QUANTITY

TAP LOCATION/NUMBER

8 SERIES NOZZLES ON POP-UP SPRAY HEADS SPACED 8 FEET AND LESS.

10.

1-1/2" - 2" PIPING

1-25 CONTROL WIRES

3/4" - 1" PIPING

1-4" PVC SLEEVE

1-2" PVC SLEEVE

71 PSI

REQUIRED PRESSURE

REQUIRED SLEEVE

1-2" PVC SLEEVE

REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR

INSTALLATION PROCEDURES.

ALL BASE INFORMATION HAS BEEN TAKEN FROM DRAWINGS PREPARED BY DESIGN

CONCEPTS.

1" DIA. MASTER VALVE/FLOW SENSOR 9

Know what's below before you dig.

Call

SCALE 1" = 20'

NORTH0 10 20 40

voce

IRRIGATION DESIGN

1812 SAM P45 W/ RVAN-18 NOZZLERAIN BIRD HI-POP HEAD w/ ROTARY NOZZLE 2

BASELINE 3200

NIBCO

SALVAGE EXISTING BASELINE 3200 12 STATION CONTROLLER AT INDICATED

LOCATION. RELOCATE CONTROLLER TO SOUTH SIDE OF SAN-O-LET ENCLOSURE

AS SHOWN ABOVE.

EXISTING BASELINE 3200 CONTROLLER (CONVENTIONAL WIRING)

EXISTING IRRIGATION SUBMERSIBLE PUMP AT INDICATED LOCATION IS TO BE

ABANDONED-IN-PLACE. TERMINATE ELECTRICAL POWER PER CODE AT ELECTRICAL

PANEL.

RAIN/FREEZE SENSOR - MOUNT ON STRUCTURE AT

LOCATION APPROVED BY OWNER

RWS-M-B-C-1402 W/ RWS-SOCKRAIN BIRD ROOT WATERING SYSTEM 4

PLAN

IRRIGATION

IR-1

3/4" DRINK FT. BACKFLOW PREVENTER

STOP & DRAIN VALVE (TYP. 1 OF 2) - 1" FOR

3/4" CENTENNIAL PLASTICS CENCORE HDPE 4710 NSF

POLYETHYLENE PIPING AT 54" DEPTH TO DRINKING

FTN.

1" K SOFT COPPER @ 54" DEPTH

NEW SALVAGED CONTROLLER LOCATION. INSTALL

CONTROLLER ON NEW BASELINE "PSS" SERIES

PEDESTAL W/ CONCRETE PAD.

INSTALL BASELINE 3200 R-24 EXPANSION BOARD/BI-

CODER IN CONTROLLER TO BRING STATION COUNT

TO 36 TOTAL.

EXTEND EIGHTEEN RED CONTROL, TWO BLACK SPARE CONTROL WIRES AND

ONE WHITE COMMON WIRES FROM CONTROLLER "A" TO INDICATED LOCATION.

STUB WIRES IN VALVE BOX CONTAINING QUICK COUPLING VALVE.

EXTEND FIVE SPARE BLUE CONTROL WIRES WITH COMMON FROM CON-

TROLLER "A" TO INDICATED LOCATION. STUB WIRES IN VALVE BOX CON-

TAINING QUICK COUPLING VALVE.

DRINK FTN.

FEBCO BACKFLOW PREVENT. (DRK. FTN)825YA - 3/4" DIA. 14 & 15

D E

F R

A M

E S

1" IRRIGATION BACKFLOW PREVENTER

1" WATER METER

EXTEND ONE SPARE BLACK CONTROL WIRES WITH COMMON

FROM CONTROLLER "A" TO INDICATED LOCATION. STUB

WIRES IN VALVE BOX CONTAINING QUICK COUPLING VALVE.

76002 SERIES - RE: PLAN NOTE A.Y. McDONALD STOP & DRAIN VALVE 13 & 14

25-50 CONTROL WIRES 1-3" PVC SLEEVE

1812 SAM P45 W/ RVAN-24 NOZZLERAIN BIRD HI-POP HEAD w/ ROTARY NOZZLE 2

1401RAIN BIRD PRESS. COMP. BUBBLER 10

RAIN BIRD 17

5006+PCSAM W/ #2.0LA NOZZ. GEAR DRIVEN ROTOR

EXISTING TREE. HAND-DIG ALL TRENCHES WITHIN DRIP LINE OF

EACH TREE.

IRRIGATION, 3/4" FOR DRINK FTN.

FOR SIZE

Al l d ra win gs an d w r i tt en mat er ia l unpublished work of Design Concepts and may not be duplicated, used or disclosed.

D A ve , A rv ad a, C

Issued For: Date:

Checked By:

Drafted By:

22447.00Project No.:

T A

BID SET 09-05-2025

SET BOTTOM OF CAP AT GRADE

1/2" MIPxFIP SCH. 40 PVC ELL

APPLICABLE

CURB & GUTTER, SIDEWALK

OR HARD SURFACE WHERE

POP-UP SPRAY HEAD

LENGTH

1/2" PVC MIPTxBARB SWING PIPE FITTING

1/2" DIA. POLYETHYLENE SWING/FLEX PIPE - 8"-12"

SCH. 40 PVC FITTING

(SPEARS BLUE 75 OR EQUAL)

NOTE: SET HEAD PERPENDICULAR TO FINISH GRADE

PVC LATERAL PIPING W/ LINE DIA. SLIP x 1/2" FIPT

1/2" PVC MIPTxBARB SWING PIPE FITTING

BY RAIN BIRD AND HUNTER ARE ACCEPTABLE

PRE-ASSEMBLED SWING JOINTS AS MANUFACTURED

PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS

APPLY NON-HARDENING THREAD SEALANT CONTAINING NO

30-60

DEGREES

NOTE: SET HEAD PERPENDICULAR TO

1/2" MALExBARB 90 ELBOW

1/2" MALExBARB ADAPTER

LINE SIZEx1/2" SLIPxFIPT FITTING

PVC LATERAL PIPING W/ SCH. 40 PVC

1/2" FLEX PIPE (24" MAX. LENGTH)

FINISH GRADE

12" HI-POP SPRAY HEAD

CURB AND GUTTER, SIDEWALK OR

HARD SURFACE WHERE APPLICABLE

SET BOTTOM OF CAP AT GRADE

SWING JOINT CONNECTION

SIDE INLET IS NOT TO BE UTILIZED FOR

(SPEARS BLUE 75 OR EQUAL)

PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS

APPLY NON-HARDENING THREAD SEALANT CONTAINING NO

SET LIP AT FINISHED GRADE

CURB AND GUTTER, SIDEWALK OR

HARD SURFACE WHERE APPLICABLE

GEAR DRIVEN ROTOR

RAIN BIRD TSJ-12075 PRE-FABRICATED SWING

SCH. 40 SLIPxFIPT PVC FITTING

NOTE: DIAMETERS OF FITTINGS AND NIPPLES SHALL

EQUAL ROTOR INLET DIAMETER

SET ROTOR PERPENDICULAR TO FINISH GRADE

30-60

DEGREES (SPEARS BLUE 75 OR EQUAL)

PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS

APPLY NON-HARDENING THREAD SEALANT CONTAINING NO

NOTE:

INSTALL ALL CAPS AND BUBBLERS WITH SOFT ADHESIVE TAPE

ALL PERFORATED PIPE SHALL BE INSTALLED PLUMB

TO PERFORATED PIPE.

INSTALL BUBBLERS ON OPPOSING SIDES OF ROOT BALL

DEPTH - INSPECTION GRATE SHALL BE VISIBLE AT FIN. GR.

INSTALL AT FULL DEPTH (18") REGARDLESS OF TREE PIT

W/ RAIN BIRD RWS SAND-SOCK (RWS-SOCK) - SEE SCHEDULE

RAIN BIRD RWS ROOT WATERING KIT (COMPLETE)

TREE

FINISH GRADE

BACKFILL MATERIAL

PVC SUPPLY LATERAL

ROOTBALL

UNDISTURBED SOIL

SUPPLY LATERAL PIPING

SECTION

PLAN

12"

AROUND ROOT BALL.

TUBES SHALL BE EQUALLY SPACED

RAIN BIRD RWS KIT (THREE PER TREE)

FILL TUBE WITH PEA GRAVEL

18"

6"-8" (TYP.)

VALVE BOXES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR

TO ADJACENT SIDEWALKS AND HARD SURFACES WHERE APPLICABLE

NOTE: DIAMETERS OF BALL VALVES, PVC FITTINGS AND NIPPLES

DUCTILE IRON, GASKETED FITTING - REFER

SERVICE TEE - SOLVENT WELD PVC OR

SCH. 80 PVC NIPPLE - LENGTH AS

3/4" WASHED RIVER ROCK SUMP - FILL BOX TO

SHALL EQUAL ELECTRIC CONTROL VALVE DIAMETER

BOTTOM OF VALVE BODY

CONTROL WIRE BUNDLE

REQUIRED

TO SPECIFICATIONS

CENTER BOX OVER ASSEMBLY

SCH. 40 PVC REDUCING MALE ADAPTER

SPARE CONTROL/COMMON WIRING WITHIN

PROVIDE 12" CONTINUOUS COILS OF ALL

PVC LATERAL - 45 ELL TO SPECIFIED DEPTH

REFER TO TECHNICAL SPECIFICATIONS.

LID WITH CONTROLLER & STATION #.

RECTANGULAR VALVE BOX. BRAND

PVC BALL VALVE - FIPTxFIPT

ELECTRIC CONTROL VALVE

VALVE BOX (RE: SPECS.)

FINISH GRADE

(SPEARS BLUE 75 OR EQUAL)

PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS

APPLY NON-HARDENING THREAD SEALANT CONTAINING NO

WATERPROOF WIRE SPLICE KIT - RE: SPECS.

1" BRASS NIPPLE

LENGTH AS REQUIRED

3" OF BOTTOM OF QCV LID

SPECIFICATIONS.

LID. REFER TO TECHNICAL

BRAND "QC" INTO VALVE BOX

10" ROUND VALVE BOX

QUICK COUPLING VALVE

SUMP - FILL BOX TO WITHIN

3/4" WASHED RIVER ROCK

FINISH GRADE

SOLVENT WELD OR…

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File details come from the government source that posted it. Updated Sep 18, 2025.