SECTION G

CONTRACT DRAWINGS

COUNTY SERVICE AREA 20

JOSHUA TREE

PARK IMPROVEMENTS AT

SUNBURST PARK AND

COMMUNITY PARK PROJECT

FOR

COUNTY SERVICE AREA (CSA) 20

JOSHUA TREE, CALIFORNIA

START

FINISH

LX08

LX09

LX07

LX05

LX03

LX02

LX01LX04LX06

EASTERLY DR

LX10

WEBB

N

W E

S

SITE INDEX MAP - SUNBURST PARK

SCALE 1" = 100'

WEBB

N

W E

S

SCALE: N.T.S.

WEBB

N

W E

S

SITE INDEX MAP - COMMUNITY PARK

SCALE 1" = 100'

SUNBURST PARK SITE

COMMUNITY PARK SITE/

JOSHUA TREE PRE-SCHOOL

JEFFREY P HUTCHINS

I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND

APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF

WATER IN THE IRRIGATION AND PLANTING DESIGN PLAN”

SIGNED DATE

June 30, 2025

1/12/2026

01/13/2026 01/12/2026

SYMBOL CODE DESCRIPTION QTY DETAIL REMARKS

REMOVE EXISTING TREE AND ROOT BALL TO 24" DEEP 1 BY SAN BERNARDINO COUNTY

RELOCATE EXISTING TREE. SEE PLANTING PLAN FOR NEW

LOCATION.

1 BY SAN BERNARDINO COUNTY

EXISTING TREE TO REMAIN. PROTECT IN PLACE. 39 1/LD00 BY SAN BERNARDINO COUNTY

JOSHUA TREE PROTECTION FENCING 251 LF 1/LD00 BY SAN BERNARDINO COUNTY

REMOVE AND CLEAN OUT EXISTING EXPANSION JOINT

MATERIAL

719 LF BY SAN BERNARDINO COUNTY

REMOVE EXISTING SPRING PLAY EQU. & FOOTINGS. 2 BY SAN BERNARDINO COUNTY

REMOVE EXISTING ENGINEERED WOOD FIBER MULCH 7,110 SF BY SAN BERNARDINO COUNTY

REMOVE EXISTING PLAY STRUCTURE AND ASSOCIATED

FOOTINGS

REMOVE EXISTING SWINGSET AND ASSOCIATED FOOTINGS. 2 BY SAN BERNARDINO COUNTY

EXISTING PLAYGROUND EDGING TO REMAIN. PROTECT IN

PLACE.

624 LF

REMOVE PLAY AREA CONCRETE EDGING 19 LF

REMOVE EXISTING CONCRETE FLATWORK 2,543 SF

SAWCUT AT NEAREST CONTROL JOINT 130 LF

REMOVE EXISTING SYNTHETIC TURF AND ASSOCIATED FINES 4,364 SF BY SAN BERNARDINO COUNTY

EXISTING SHADE STRUCTURE TO REMAIN. PROTECT IN PLACE. 2

EXISTING CONTROL PANEL STORAGE UNIT TO REMAIN.

PROTECT IN PLACE.

REMOVE EXISTING CHAINLINK FENCING 318 LF BY SAN BERNARDINO COUNTY

REMOVE EXISTING POST AND ASSOCIATED FOOTINGS.

PRESERVE AND REUSE FABRIC.

4 BY SAN BERNARDINO COUNTY

EXISTING FENCE AND POSTS TO REMAIN. PROTECT IN PLACE. 7,961 LF BY SAN BERNARDINO COUNTY

EXISTING TRASH RECEPTACLE TO BE RELOCATED. SEE

CONSTRUCTION PLAN FOR NEW LOCATION.

1 BY SAN BERNARDINO COUNTY

EXISTING TRASH RECEPTACLE TO REMAIN. PROTECT IN PLACE. 1

EXISTING BLEACHERS TO BE RELOCATED. SEE CONSTRUCTION

PLAN FOR NEW LOCATION.

3 BY SAN BERNARDINO COUNTY

EXISTING BLEACHERS TO REMAIN. PROTECT IN PLACE. 1

EXISTING BENCH TO REMAIN. PROTECT IN PLACE. 5

EXISTING MONUMENT TO REMAIN. PROTECT IN PLACE. 1

EXISTING DRINKING FOUNTAIN TO BE REMOVED 2

D-101

D-102

D-103

D-104

D-106

D-107

D-108

D-109

D-110

D-111

D-112

D-113

D-114

D-115

D-116

D-117

D-118

D-119

D-120

D-121

D-122

D-123

D-124

D-125

D-126

D-127

DEMOLITION SCHEDULE

2' -0

5'

-0

NOTES:

1. BARRIER TO PREVENT COMPACTION OF SOIL AROUND AND

DAMAGE TO TREE AND LIMBS DURING CONSTRUCTION.

2. ALL PROPOSED WORK WITHIN TREE DRIPLINE TO BE

COMPLETED BY HAND.

SECTION

PLAN - SINGLE /SPECIMEN TREE PLAN - MULTIPLE/CLUSTERED TREES

CONSTRUCTION CHAIN LINK FENCE OR

APPROVED EQUAL

STAKES, 6'-0" O.C. OR EQUAL SPACING

CRITICAL ROOT ZONE TO BE PROTECTED

EXISTING FINISHED GRADE

CRITICAL ROOT ZONE

GATE, TYP.

INSTALL FENCE 5'-0" MIN

FROM TREE DRIPLINE

5' -0

" M

IN

GATE, TYP.

STAKE, TYP.

STAKE, TYP.

EXTENT OF DRIPLINE

5'-0" 5'-0"

CRITICAL ROOT

ZONE

TREE PROTECTION FENCING

N.T.S.

P-23.34003-015639-01

D-115 D-113

D-116

D-116

D-120

D-104

D-114

D-114

D-114

D-114

D-114

D-114

D-114

D-113

D-120

D-120

D-120

D-120

D-117

D-103

D-103

D-103

D-103

WEBB

N

W E

S

MATCHLINE

SEE SHEET LD03

M A

TC

H

LIN

E

S

E

S H

E E

T LD

M A

TC

H

E

S H

E E

T LD

D-121

D-109

D-109

D-112

D-106

D-114

D-114

D-101

D-108

D-108

D-104

D-120 D-120

D-112 D-111

D-111

D-119

D-125

D-126

D-103

D-103

D-103 D-107

D-107

D-113

WEBB

N

W E

S

MATCHLINE

SEE SHEET LD02

M A

TC

H

E

S H

E E

T LD

MATCHLINE

SEE SHEET LD05

D-114

D-113

D-120

D-120

D-120

D-103

WEBB

N

W E

S

M A

TC

H

E

S H

E E

T LD

MATCHLINE

SEE SHEET LD05

M A

TC

H

LI

N

E S

H E

E T

LD

M A

TC

H

LI

E S

H E

E T

LD

01M

A

TC

H

E S

H E

E

T LD

D-120 D-106

D-106

D-120

D-120 D-120

D-120

D-120

D-120

D-106

D-106

D-127

D-127

WEBB

N

W E

S

M A

TC

H

LI

E S

H E

E T

LD

M A

TC

H

LI

E S

H E

E T

LD

MATCHLINE

SEE SHEET LD07

M A

TC

H

LI

E S

H E

E T

LD

MATCHLINE

SEE SHEET LD04

MATCHLINE

SEE SHEET LD03

D-120

D-120 D-120

D-120

D-124

D-123

WEBB

N

W E

S

M A

TC

H

E

S H

E E

T LD

MATCHLINE

SEE SHEET LD07

M A

TC

H

LI

E S

H E

E T

LD

D-102

D-120

D-120

D-120

D-120

D-120

D-103

D-103 D-103 D-103

D-103

D-122

WEBB

N

W E

S

M A

TC

H

LI

E S

H E

E T

LD

M A

TC

H

LI

E S

H E

E T

LD

MATCHLINE

SEE SHEET LD05

M A

TC

H

LI

E S

H E

E T

LD

MATCHLINE

SEE SHEET LD06

D-118

D-120

D-120

D-103

WEBB

N

W E

S

MATCHLINE

SEE SHEET LD09

M A

TC

H

LI

E S

H E

E T

LD

D-118

D-123

D-120

D-103

D-103

D-118

D-103

WEBB

N

W E

S

MATCHLINE

SEE SHEET LD08

M A

TC

H

LI

E S

H E

E T

LD

EASTERLY DR

D-109

D-125

D-125

D-125

D-125

D-111

D-111

D-103

D-103

D-110

D-110

WEBB

N

W E

S

LAYOUT OF PUMP TRACK PER

AMERICAN RAMP COMPANY

SUBMITTAL DRAWINGS

11'-0"

7' -0

10'-0"

'-0

5'

-6

'-0

5'

-6

'-0

EQ. EQ.

EQ. EQ.

10'-0"

11'-0"

AL

IG

N

EQ. EQ.

10'-0"

11'-0"

'-0

5'

-6

'-0

'-8

6"

GRADING IN THIS AREA IS CONCEPTUAL. ROUGH

AND FINAL GRADING TO BE PERFORMED BY

AMERICAN RAMP COMPANY OR APPROVED EQUAL,

FOLLOW MAIN DRAINAGE PATTERN AS DEPICTED

HERE.

WEBB

N

W E

S

MATCHLINE

SEE SHEET LLG02

M

ATC

H

LIN

E

SEE SH

EET LLG

1/12/2026

01/13/2026 01/12/2026

AutoCAD SHX Text

IV

AutoCAD SHX Text

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

SAN BERNARDINO COUNTY

AutoCAD SHX Text

OPERATIONS DIVISION MANAGER

AutoCAD SHX Text

PROJECT MANAGEMENT DIVISION MANAGER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

W.O. NO.:

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

SEAL - ENGINEER

AutoCAD SHX Text

ROAD NO.:

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PROJECT LANDSCAPE ARCHITECT

AutoCAD SHX Text

R.C.E. NO.

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

RENEWAL DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text 09-30-25

AutoCAD SHX Text 3788 McCRAY STREET

AutoCAD SHX Text

RIVERSIDE CA. 92506

AutoCAD SHX Text

PH. (951) 686-1070

AutoCAD SHX Text

FAX (951) 788-1256

AutoCAD SHX Text

ENGINEERING CONSULTANTS

AutoCAD SHX Text H:\2023\23-3400_03\DRAWINGS CAD\PLAN SHEETS\23-3400-03 L-LAY.DWG 6/26/2025 4:42:23 PM Nicolev

AutoCAD SHX Text

COUNTY SERVICE AREA 20 JOSHUA TREE

AutoCAD SHX Text

DEPARTMENT OF PUBLIC WORKS - SPECIAL DISTRICTS

AutoCAD SHX Text

RECOMMENDED APPROVED BY:

AutoCAD SHX Text

ASSISTANT DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLANS PREPARED UNDER THE SUPERVISION OF:

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DIAL BEFORE YOU DIG

AutoCAD SHX Text

TWO WORKING DAYS BEFORE YOU DIG

AutoCAD SHX Text

A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT

AutoCAD SHX Text 1-800-422-4133

AutoCAD SHX Text

TOLL FREE

AutoCAD SHX Text

BENCHMARK:

AutoCAD SHX Text

JEFF HUTCHINS

AutoCAD SHX Text

SUNBURST AND COMMUNITY PARKS

AutoCAD SHX Text

6171 SUNBURST STREET

AutoCAD SHX Text

JOSHUA TREE, CA 92252

AutoCAD SHX Text

LAYOUT & GRADING PLAN

AutoCAD SHX Text 23-3400.03

AutoCAD SHX Text

AutoCAD SHX Text 30.30.0176

AutoCAD SHX Text

LLG01

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

NV

AutoCAD SHX Text

AT

AutoCAD SHX Text

JH

WEBB

W E

S

MATCHLINE

SEE SHEET LLG03

MATCHLINE

SEE SHEET LLG01

M A

TC

H

E

S H

E E

T LLG

M A

TC

H

E

S H

E E

T LLG

W E

S

MATCHLINE

SEE SHEET LLG02

M A

TC

H

E

S H

E E

T LLG

MATCHLINE

SEE SHEET LLG05

W E

S

M A

TC

H

E

S H

E E

T LLG

MATCHLINE

SEE SHEET LLG05

M A

TC

H

LI

E S

H E

E T

LL

G

M

A

TC

H

LI

E

S H

E E

T

LL

G

M A

TC

H

E

S H

E E

T LLG

5'-7"

N

W E

S

M A

TC

H

E

S H

E E

T LLG

MATCHLINE

SEE SHEET LLG07

M A

TC

H

LI

E S

H E

E T

LL

G

W E

S

M A

TC

H

LI

E S

H E

E T

LL

G

M A

TC

H

LI

E S

H E

E T

LL

G

MATCHLINE

SEE SHEET LL05

M A

TC

H

LI

E S

H E

E T

LL

G

MATCHLINE

SEE SHEET LLG06

W E

S

MATCHLINE

SEE SHEET LLG09

M A

TC

H

LI

E S

H E

E T

LL

G

5'-11"

5' -1

1"

WEBB

N

W E

S

MATCHLINE

SEE SHEET LLG08

M A

TC

H

LI

E S

H E

E T

LL

G

N

W E

S

SYMBOL CODE DESCRIPTION QTY DETAIL MATERIAL COLOR FINISH MANUFACTURER MODEL

AMENITIES

PLAY STRUCTURE 1 1 PACIFIC PLAY SYSTEMS R50439B1A

PLAY STRUCTURE 2 1 PACIFIC PLAY SYSTEMS A401

PLAY STRUCTURE 3 1 PACIFIC PLAY SYSTEMS R50254F1A

BICYCLE PUMP TRACK

(BID ADDITIVE 6)

1 AMERICAN RAMP COMPANY CUSTOM

DRINKING FOUNTAIN W/REFILL STATION

(BID ADDITIVE 5)

4 4/LC15 STAINLESS STEEL GREY POWDER COATED ELKAY LK4420

DRINKING FOUNTAIN W/REFILL STATION AND DOG BOWL

(BID ADDITIVE 5)

2 4/LC15 STAINLESS STEEL GREY POWDER COATED ELKAY LK4420BF1LDBGRY

SOLAR LIGHTING FIXTURE

(BID ADDITIVE 3)

9 STEEL SILVER POWDER COATED WAGONWAY SL05

OVERHEAD MONUMENT 1 1/LC11 SEE DETAIL ALDERETTE DESIGNS SUNBURST

INTERPRETIVE MONUMENT 1 1/LC12 SEE DETAIL

CATCH BASIN DRAIN GRATE 1 2/LC16 CAST IRON NATURAL NATURAL IRON AGE DESIGNS AND24DIAL51

CHANNEL DRAIN GRATE 60 LF 2/LC12 CAST IRON NATURAL NATURAL IRON AGE DESIGNS INTERLAKEN

BASEBALL BATRACK

(BID ADDITIVE 1)

2 3/LC17 STEEL NATURAL GALVANIIZED N/A N/A

BASEBALL BASES-SET

(BID ADDITIVE 1)

1 4/LC17 RUBBER WHITE N/A BSN - SCHUTT HOLLYWOOD BASES 1036930

BASEBALL FOUL POLE

(BID ADDITIVE 1)

2 3/LC16 STEEL OPTIC YELLOW POWDER COAT BSN BSFOUL12-1255287-PR334016C

SCORERS TABLE

(BID ADDITIVE 1)

1 2/LC11 ALUMINUM NATURAL NATURAL AAE SPORTS UST-7.5/SP

SYMBOL CODE DESCRIPTION QTY DETAIL REMARKS

DEMOLITION

EXISTING FENCE AND POSTS TO REMAIN. PROTECT IN PLACE. 7,961 LF BY SAN BERNARDINO

COUNTY

SYMBOL CODE DESCRIPTION QTY DETAIL MATERIAL COLOR FINISH MANUFACTURER SIZE

EDGING

TENNIS COURT EXPANSION JOINTS

(BID ADDITIVE 2)

719 LF 3/LC13 SPONGE RUBBER CLEAR OR GRAY W.R. MEADOWS 1/2"

PLAY AREA CONCRETE EDGING 15 LF 4/LC13 CONCRETE NATURAL SMOOTH TROWEL

CONCRETE RETAINING EDGE 73 LF 1/LC13 CONRETE NATURAL SMOOTH

SYMBOL CODE DESCRIPTION QTY DETAIL MATERIAL COLOR FINISH MANUFACTURER MODEL

FENCE

REMOVABLE FENCING

(BID ADDITIVE 1)

364 LF BEACON ATHLETICS SPORTAFLEX

METAL

16’ HIGH BASEBALL BACKSTOP FENCE 127 LF 2/LC17 CHAINLINK GREEN VINYL COATED 1.5" FABRIC

8` HIGH CHAINLINK BASEBALL FENCE 149 LF 5/LC16 STEEL GREEN VINYL COATED 1.5" FABRIC

4’ HIGH BASEBALL FENCE

(BID ADDITIVE 1)

263 LF 6/LC16 CHAINLINK GREEN VINYL COATED CUSTOM N/A

CHAIN LINK FENCE POST 4 7/LC13 SCH 40 STEEL NATURAL GALVANIZED

DECORATIVE FENCING 4FT 259 LF 5/LC13 STEEL BLACK POWDER COATED AMERISTAR MONTAGE PLUS MAJESTIC

GATE

4FT GATE 2 6/LC13 STEEL BLACK POWDER COATED AMERISTAR MONTAGE PLUS GENESIS

BASEBALL DUGOUT GATE 4 3/LC11 CHAINLINK GREEN VINYL COATED 1.5" FABRIC

SYMBOL CODE DESCRIPTION QTY DETAIL MATERIAL COLOR FINISH MANUFACTURER SIZE

ROCK

BASEBALL INFIELD MIX

(BID ADDITIVE 1)

5,509 SF 3/LC12 AGGREGATE GOLD N/A GAIL MATERIALS PRO GOLD INFIELD MIX

PITCHING MOUND

(BID ADDITIVE 1)

201 SF 1/LC17 AGGREGATE GOLD N/A GAIL MATERIALS PRO GOLD MOUND MIX

SYMBOL CODE DESCRIPTION QTY DETAIL MATERIAL COLOR FINISH MANUFACTURER MODEL

PAVING

TENNIS COURT REPAINT RED

(BID ADDITIVE 2)

8,716 SF ACRYLIC COATING COURT RED 2 COATS MASTERSEAL 658 453

TENNIS COURT REPAINT GREEN

(BID ADDITIVE 2)

5,616 SF ACRYLIC COATING TENNIS GREEN MASTERSEAL 658 451

TENNIS COURT STRIPING WHITE

(BID ADDITIVE 2)

996 LF ACRYLIC COATING WHITE MASTERSEAL 658 WHITE LINE STRIPE

REPAIR TENNIS FENCE POLE

(BID ADDITIVE 2)

52 3/LC15

CONCRETE PAVING 2,942 SF 1/LC14 CONCRETE NATURAL LIGHT BROOM

COLORED CONCRETE PAVING

(BID ADDITIVE 1)

6,941 SF 1/LC14 CONCRETE DAVIS COLORS - WESTERN

GOLD

LIGHT BROOM

CONCRETE BANDING 581 SF 2/LC14 CONCRETE NATURAL LIGHT BROOM

PERMEABLE PAVING 3,972 SF 3/LC14 CONCRETE PAVERS CHESTNUT BROWN TECHO BLOCK HYDRA

ARTIFICIAL TURF 4,371 SF 4/LC14 POLYETHYLENE SLIT FILM FIELD GREEN FOREVER LAWN ACADEMY

ENGINEERED WOOD FIBER 7,117 SF 5/LC14 WOOD NATURAL PACIFIC PLAY INC. PLAYSOFT

A-102

A-103

A-104

A-105

A-106

A-107

A-108

A-109

A-110

A-111

A-112

A-113

A-114

A-115

A-116

D-120

E-101

E-102

E-103

F-101

F-301

F-302

F-303

F-304

F-305

G-301

G-302

K-102

K-103

P-101

P-102

P-103

P-104

P-105

P-106

P-107

P-108

P-109

P-110

REFERENCE NOTES SCHEDULE

SITE FURNISHINGS

TRASH RECEPTACLES 2 6/LC14 CONCRETE MATCH EXISTING EXPOSED AGGREGATE WAUSAU TILE TF1140

RELOCATED TRASH RECEPTACLE BY COUNTY 1 6/LC14

RELOCATED BLEACHERS BY COUNTY 3 7/LC14

DUGOUT BENCH 2 4/LC16 ALUMINUM NATURAL NATURAL NATIONAL REC 15` A07-205

CONCRETE BENCH 2 1/LC16 CONCRETE NATURAL GRAY SMOOTH QCP Q1-RON52B

SYMBOL CODE DESCRIPTION QTY DETAIL MATERIAL COLOR FINISH

WALL

SEAT WALL

(BID ADDITIVE 4)

114 LF 1/LC15 CONCRETE NATURAL GRAY SMOOTH

S-101

S-103

S-104

S-105

S-109

W-101

PA-PLANTING AREA

NINJA COURSE SURFACING 4,273 SFP-111

NINJA COURSE W/SHADE STRUCTURE 1 STAINLESS STEEL RED/GREY SEE SPECS GREENFIELDS INC XTREME NINJA 3A-101

A-105

S-101

A-108

PA

PA

PA

PA

PA

A-106

P-107

P-107

P-108

P-107

P-107

P-107

P-107

P-108

W-101

W-101

W-101

A-101

P-106

P-111

WEBB

N

W E

S

MATCHLINE

SEE SHEET LC02

M

ATC

H

LIN

E

SEE SH

EET LC

1/12/2026

01/13/2026 01/12/2026

AutoCAD SHX Text

IV

AutoCAD SHX Text

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

SAN BERNARDINO COUNTY

AutoCAD SHX Text

OPERATIONS DIVISION MANAGER

AutoCAD SHX Text

PROJECT MANAGEMENT DIVISION MANAGER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

W.O. NO.:

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

SEAL - ENGINEER

AutoCAD SHX Text

ROAD NO.:

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PROJECT LANDSCAPE ARCHITECT

AutoCAD SHX Text

R.C.E. NO.

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

RENEWAL DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text 09-30-25

AutoCAD SHX Text 3788 McCRAY STREET

AutoCAD SHX Text

RIVERSIDE CA. 92506

AutoCAD SHX Text

PH. (951) 686-1070

AutoCAD SHX Text

FAX (951) 788-1256

AutoCAD SHX Text

ENGINEERING CONSULTANTS

AutoCAD SHX Text H:\2023\23-3400_03\DRAWINGS CAD\PLAN SHEETS\23-3400-03 L-CON.DWG 6/26/2025 4:28:30 PM Nicolev

AutoCAD SHX Text

COUNTY SERVICE AREA 20 JOSHUA TREE

AutoCAD SHX Text

DEPARTMENT OF PUBLIC WORKS - SPECIAL DISTRICTS

AutoCAD SHX Text

RECOMMENDED APPROVED BY:

AutoCAD SHX Text

ASSISTANT DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLANS PREPARED UNDER THE SUPERVISION OF:

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DIAL BEFORE YOU DIG

AutoCAD SHX Text

TWO WORKING DAYS BEFORE YOU DIG

AutoCAD SHX Text

A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT

AutoCAD SHX Text 1-800-422-4133

AutoCAD SHX Text

TOLL FREE

AutoCAD SHX Text

BENCHMARK:

AutoCAD SHX Text

JEFF HUTCHINS

AutoCAD SHX Text

SUNBURST AND COMMUNITY PARKS

AutoCAD SHX Text

6171 SUNBURST STREET

AutoCAD SHX Text

JOSHUA TREE, CA 92252

AutoCAD SHX Text

CONSTRUCTION PLAN

AutoCAD SHX Text 23-3400.03

AutoCAD SHX Text

AutoCAD SHX Text 30.30.0176

AutoCAD SHX Text

LC01

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NV

AutoCAD SHX Text

AT

AutoCAD SHX Text

JH

AutoCAD SHX Text

BENCHMARK

G-301

F-305

A-108

G-301

F-305

F-305

F-305

A-108

P-109

P-105

P-105

S-109

S-109

P-106

A-108A-108

A-108

A-108

WEBB

N

W E

S

MATCHLINE

SEE SHEET LC03

MATCHLINE

SEE SHEET LC01

M A

TC

H

E

S H

E E

T LC

M A

TC

H

E

S H

E E

T LC

A-108

A-102

A-103

PA

A-108

A-109

E-102

A-107

S-103

P-110

P-110

P-105

P-101

P-104

P-105

P-106

A-111

P-107 A-112

A-112

A-112

F-304

P-104

F-304

PA

WEBB

N

W E

S

MATCHLINE

SEE SHEET LC02

M A

TC

H

E

S H

E E

T LC

MATCHLINE

SEE SHEET LC05

P-105

N

W E

S

M A

TC

H

E

S H

E E

T LC

MATCHLINE

SEE SHEET LC05

M A

TC

H

LI

E S

H E

E T

LC

M A

TC

H

LI

E S

H E

E T

LC

M A

TC

H

E

S H

E E

T LC

P-101

E-101

E-101

P-101

P-101

P-104

P-104

P-104

P-104

P-104

A-110

P-102 P-103

P-101

P-102 P-103

A-106

A-106

WEBB

N

W E

S

M A

TC

H

LI

E S

H E

E T

LC

M A

TC

H

LI

E S

H E

E T

LC

MATCHLINE

SEE SHEET LC07

M A

TC

H

LI

E S

H E

E T

LC

MATCHLINE

SEE SHEET LC04

MATCHLINE

SEE SHEET LC03

P-106

P-105

A-107

S-104

WEBB

N

W E

S

M A

TC

H

E

S H

E E

T LC

MATCHLINE

SEE SHEET LC07

M A

TC

H

LI

E S

H E

E T

LC

E-103

WEBB

N

W E

S

M A

TC

H

LI

E S

H E

E T

LP

M A

TC

H

LI

E S

H E

E T

LC

MATCHLINE

SEE SHEET LC05

M A

TC

H

LI

E S

H E

E T

LC

MATCHLINE

SEE SHEET LC06

A-115

F-101

F-303

K-102

PA

WEBB

N

W E

S

MATCHLINE

SEE SHEET LC09

M A

TC

H

LI

E S

H E

E T

LC

S-101

A-106

S-104

P-106

P-106

P-106

S-104

K-103

K-102

G-302

S-105

A-113

G-302

F-302

K-102

A-116

F-301K-102

K-102 G-302 A-113

G-302

S-105

F-302

K-102

F-101

A-115

F-303

PA

PA

PA

PA

WEBB

N

W E

S

MATCHLINE

SEE SHEET LC08

M A

TC

H

LI

E S

H E

E T

LC

A-104

P-110

WEBB

N

W E

S

9' -0

12" DIAM SCH40 POST

1'-0" 13'-0"

6' -8

'-8

18'-0"

CAP

PANELS

PANELS

PANELS

10'-0"

SCALE: 3/4" = 1'-0"1 OVERHEAD MONUMENT

NOTES:

R1'-0"

CORTEN SUNBURST PATTERN

BRASS METAL PANELS

COPPER METAL PANELS

1. SIGN BY ALDERETTE STUDIOS

2. SEE STRUCTURAL DRAWINGS FOR MATERIALS, SIZES,

AND FOOTINGS

PARK NAME LETTERS

WEATHERED STEEL

STAINLESS STEEL

LEGEND

SCALE:

SCORER'S TABLE (BID ADDITIVE 1)

3/8" = 1'-0"

LC14

CONCRETE PAVING

LC17

BASEBALL BACKSTOP3

LC12

BASEBALL INFIELD MIX (BID

ADDITIVE 1)

SCORER'S TABLE PER CONSTRUCTION LEGEND1

COMPACT SUBGRADE TO 90% RELATIVE COMPACTION2

GALVANIZED EXPANSION ANCHOR BOLTS3

4'-10"

4'-0"EQ. EQ.1

6" 8'

-0

1'-0"

9 GA. TIE WIRE - 24" O.C.1

TOP RAIL 1-5/8" GALVANIZED PIPE2

GATE POST 2-1/2" GALVANICED PIPE3

9 GA. TIE WIRE TOP AND BOTTOM4

7 GA. BOTTOM TENSION WIRE5

GATE HINGE6

FORK LATCH WITH LOCKING CAPABILITY7

2' -0

LC16

8` HIGH BASEBALL

CHAINLINK FENCE

BASEBALL DUGOUT GATE

3/8" = 1'-0" P-23.34003-323113-07

MONUMENT SIGN

1" = 1'-0"

SIGNAGE TEXT

2' -8

3' -4

5' -2

1' -6

2"

3'-0"

2'-6"

2' -8

"3' -6

1'

-6

5' -2

3'-8"

1' -0

6" 2'

-0

3'-0"1'-0" 1'-0"

3"

3"

1' -6

3'-8"

3'-0"

SECTION

ELEVATION

PLAN

12"X36"X2" PRECAST CONCRETE CAP1

1" SMOOTH PLASTER FINISH2

#4 REBAR VERT EACH CELL3

#4 HORIZONTAL BAR TOP, MIDDLE, BOTTOM4

SIGN PANELS BY IZONE IMAGING. BOTH SIDES. IZONEIMAGING.COM5

8" CMU BLOCK. SOLID GROUT FILL EACH CELL6

18" X 44"X2" PRECAST CONCRETE CAP7

COBBLE TO MATCH EXISTING8

1/2" MORTAR BED9

FINISH GRADE10

CONCRETE FOOTING11

COMPACTED CMB PER SOILS REPORT12

P-23.34003-323219-40

SECTION

4"

4"

1'-0" 1'-0"

1' -0

SCALE:

TRENCH DRAIN WITH GRATE

1 1/2" = 1'-0"

LC14

CONCRETE PAVING

CONCRETE FOOTING1

GRATE: RECESS 1/4" FROM TOP OF CONCRETE. TRENCH DRAIN MODEL# ,

COLOR, AND FINISH REFER TO MATERIAL SCHEDULE.

NDS CHANNEL DRAIN. MODEL#, COLOR, AND FINISH REFER TO

MATERIAL SCHEDULE

COMPACTED CMB SUB-BASE PER GEOTECHNICAL SOILS REPORT4

NATIVE SOIL5

P-23.34003-321313-01

NOTE:

1. APPLY PRE-EMERGENT HERBICIDE PRIOR TO PLACING DECOMPOSED

GRANITE MATERIAL - PER SPECIFICATIONS

1 2

BASEBALL INFIELD MIX (BID ADDITIVE 1)

1 1/2" = 1'-0"

4"

LANDSCAPE AREA TURF1

DECOMPOSED GRANITE (4" MIN. STABILIZED THICKNESS). PLACE AND COMPACT

IN 2 INCH LIFTS.

COMPACTED SUBGRADE3

GEOTEXTILE FILTER FABRIC4

SHOVEL CUT TURF EDGE5

P-23.34003-321516-01

VARIES

1 2"

ISOLATION JOINT

(IJ)

COURT REPAIR JOINTS (BID ADDITIVE 2)

1 1/2" = 1'-0"

APPLY CHAULKING SEALANT WITH GRIT

SAND TO MATCH PAVING

AFTER REMOVING THE OLD MATERIAL,

APPLY A BONDING ADHESIVE AND

INSERT A FOAM BACKER ROD. GAP

VARIES FROM 14" TO MAX OF 1"

EXISTING TENNIS COURT

PAVING

P-23.34003-321313-03

1"

1' -6

6"

PLAY AREA CURB

1 1/2" = 1'-0"

1' -0

LC14

ENGINEERED WOOD CHIPS

6"

POURED IN PLACE CONCRETE CURB, LIGHT BROOM FINISH1

1/2" RADIUS TOOLED EDGE2

#3 REBAR HORIZ CONTINUOUS W/18" OVERLAP MIN. @ SPLICES TOP AND BOTTOM3

#3 REBAR VERT 12" O.C.4

EXISTING UNDERLAYMENT PROTECT IN PLACE5

#3 TIEBAR INTO FLATWORK 24" O.C. EPOXY #3 REBAR DOWEL INTO EXISTING PAVING.

EXTEND INTO CURB AND TIE TO HORIZONTAL BARS.

P-23.34003-321613-03

4TUBULAR STEEL FENCE

1. METAL POST CAP REFER TO SCHEDULE FOR

MANUFACTURE AND COLOR

2. 2500 PSI CONCRETE FOOTING. FOOTING TO BE

FLAT AT TOP.

3. SWIVEL BRACKET #106

4. FENCE REFER TO SCHEDULE FOR

MANUFACTURE, COLOR, AND FINISH

5. EXISTING SURFACE MATERIAL

P-23.34003-323119-05

TUBULAR STEEL PEDESTRIAN GATE

1. STANDARD METAL POST CAP

2. 2500 PSI CONCRETE FOOTING. FOOTING TO BE

FLAT AT TOP.

3. SWIVEL BRACKET. REFER TO MANUFACTURER

FOR MODEL AND COLOR.

4. LOCKING LATCH

5. STEEL HINGE - 2 REQUIRED

P-23.34003-323119-04

8"18"48"

FOOTING DIAMETERFOOTING DEPTH FENCE HEIGHT

FOOTING SIZE FOR CHAINLINK FENCE HEIGHTS

POST DIAMETER

MATCH EXISTING

LC14

PERMEABLE PAVER

NATIVE SOIL2

CHAINLINK FENCE POST TO MATCH EXISTING3

CONCRETE FOOTING REFER TO CHART BELOW4

COMPACTED CMB SUB-BASE PER GEOTECHNICAL SOILS REPORT5

ADJACENT EXISTING ASPHALT. FILL ASPHALT TO NEW CONCRETE

WHERE NEEDED.

SCALE:

CHAIN LINK FENCE POST

1" = 1'-0" P-23.34003-323113-04

1' -6

CONCRETE RETAINING EDGE

1 1/2" = 1'-0"

6" 6" 6"

1' -0

1'-0" 1'-0"

LC14

CONCRETE PAVING

POURED IN PLACE CONCRETE CURB, LIGHT BROOM FINISH1

1/2" RADIUS TOOLED EDGE2

#3 REBAR HORIZ CONTINUOUS W/18" OVERLAP MIN. @ SPLICES TOP AND BOTTOM3

#3 REBAR VERT 12" O.C.4

NATIVE SOIL5

#3 TIEBAR INTO FLATWORK 24" O.C. EPOXY #3 REBAR DOWEL INTO EXISTING PAVING.

EXTEND INTO CURB AND TIE TO HORIZONTAL BARS.

COMPACTED CMB SUB-BASE PER GEOTECHNICAL SOILS REPORT7

EXISTING CONCRETE PAVING8

P-23.34003-321613-11

45°

SCALE:

SOLAR LIGHTING FIXTURE BASE (BID ADDITIVE 3)

1/2" = 1'-0"

ALUMINUM LIGHT POLE. INSTALL FLUSH WITH SURFACE PER MANUFACTURER'S

GUIDELINES. SEE PLANS AND SPECS FOR MODEL NUMBER AND ACCESSORIES

GALVANIZED STEEL RODS AND BOLTS PER MANUFACTURER'S SPECS.2

COMPACTED SUBGRADE TO 90% RELATIVE COMPACTION34

CONCRETE FOOTING. STRUCTURAL CALCS PER MANUFACTURER.4

2'-6"

NOTES

A. CONTRACTOR SHALL SUBMIT SAMPLES TO THE LANDSCAPE ARCHITECT &

OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION

B. ALL CONCRETE FLATWORK SHALL NOT EXCEED A (5%) SLOPE IN THE

DIRECTION OF TRAVEL OR A (2%) CROSS SLOPE (MAX, 1% MIN.) UNLESS

SPECIFICALLY APPROVED BY THE ENGINEER OR HIS DESIGNATED

REPRESENTATIVE.

4"

CONCRETE PAVING

1" = 1'-0"

6" 6"

1' -0

4 5

1'-0"

LC14

CONCRETE PAVING

FINISH GRADE1

NATIVE SOIL2

EXISTING CONCRETE3

COMPACTED CMB SUB-BASE PER GEOTECHNICAL SOILS REPORT4

#3 REBAR DOWEL & SLEEVE5

P-23.34003-321313-08

CONCRETE BAND

1/8" = 1'-0"

LC14

CONCRETE PAVING

1"

1' -0

3"

6"

CONCRETE BAND REFER TO SCHEDULE & NOTES FOR COLOR AND FINISH1

#4 REBAR HORIZONTAL CONTINUOUS2

COMPACTED CMB SUB-BASE PER GEOTECHNICAL SOILS REPORT3

#3 REBAR DOWEL WHEN ADJACENT TO POURED IN PLACE CONCRETE

FLATWORK. 24" O.C. WRAP TO VERTICLE REBAR.

#4 REBAR VERTICAL 24" O.C.5

NATIVE SOIL6

1' -0

3'-0"

1'-0"

1'-0" 1'-0"

FINISH GRADE7

P-23.34003-321313-06

1"

SYNTHETIC TURF REPLACEMENT

1 1/2" = 1'-0"

SYNTHETIC GRASS BLADES (APPROX. 1/2"

EXPOSED)

SAND FILL PER SYNTHIC GRASS MANUFACTURER2

EXISTING UNDERLAYMENT FILL LOW SPOTS AND

RECOMPACT

EXISTING EDGING4

EXISTING MOUNTING HEADER5

P-23.34003-321813-05

1"

ENGINEERED WOOD CHIPS

1 1/2" = 1'-0"

1' -0

LC13

PLAY AREA CURB

MIRAFI 140N FILTER FABRIC1

ENGINEER PLAYGROUND WOOD CHIPS2

EXISTING SUBBASE. PROTECT IN PLACE.3

P-23.34003-321816-02

SCALE:

TRASH RECEPTACLES

1 1/2" = 1'-0"

TRASH RECEPTACLE SEE CONSTRUCTION SCHEDULE &

NOTES FOR MODEL AND COLOR

LC14

CONCRETE PAVING

1/2-13 INSERT (4) REQUIRED.2

50% OFFSET

CONCRETE PAVER

1"

PLAN

SCALE:

PERMEABLE PAVER

1" = 1'-0"

PERMEABLE PAVER REFER TO MATERIAL SCHEDULE FOR

MANUFACTURER, COLOR, AND FINISH.

JOINT FILLING MATERIAL ASTM NO8 (CSA 2.5-10MM) AGGREGATE

BEDDING COURSE 1-1/2" TO 2" ASTM #8 (CSA 2.5-10MM) AGGREGATE

BASE COURSE, 4" ASTM #57 (CSA 5-28MM) AGGREGATE

SUBBASE COURSE ASTM #2 (CSA 40-80MM) AGGREGATE

LC14

CONCRETE BAND

1' -0

" 6

GEOTEXTILE6

NATIVE SOIL7

1'-0"

1'-0" 1'-0"

COMPACTED CMB SUB-BASE PER GEOTECHNICAL SOILS REPORT8

1' -9

1'

-0

ALUMINUM BLEACHERS

3/4" = 1'-0"

1 1/2" = 1'-0"

1/2" X 3" STAINLESS STEEL EXPANSION BOLT WITH

WASHER

LC14

CONCRETE PAVING

EXISTING BLEACHER FRAME

P-23.34003-323343-04

1'-6"

1' -9

1'

-0

3"

3"

POURED IN PLACE CONCRETE BENCH. SEE SCHEDULE FOR FINISH AND COLOR.1

1" CHAMFERED EDGE2

#3 REBAR 12" O.C. VERT3

#3 REBAR HORIZ. TOP, MIDDLE, BOTTOM4

FINISH SURFACE5

COMPACTED SUB-GRADE6

CONCRETE SEAT WALL (BID ADDITIVE 4)

1" = 1'-0"

1"

1"

1' -0

1'-0" 1'-0"

LC14

CONCRETE PAVING

COMPACTED CMB SUBGRADE7

P-23.34003-323213-01

REPAIR TENNIS FENCE POLE (BID ADDITIVE 2)

N.T.S.

EXPANSION MATERIAL BETWEEN EXISTING TENNIS FENCING

POST AND CONCRETE PAVING

SAW CUT BROKEN CONCRETE EDGE DOWN TO SUB-BASE2

NEW CONCRETE FILL FLUSH WITH EXISTING CONCRETE.

RE-PAINT TENNIS COURT RED COLOR TO MATCH EXISTING.

P-23.34003-323113-01

SCALE: N.T.S.

DRINKING FOUNTAIN W/ SUMP DRAIN (BID ADDITIVE 5)

2" DIA. CRUSHED STONE

SUMP PIT

WATER

2",3" OR 4"

OPEN HUB

DRAIN

C/L

PET FOUNTAIN

BOTTLE FILLER

TOP VIEW

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

FILTER

10" PIPE

10" STAINLESS

STEEL CARRIER

ACCESS DOOR

BY MDF

5"

18"

PF ON OPPOSITE SIDE

3/

4"

FREEZE RESISTANT CONTROL AND GATE VALVE

ASSEMBLY (LINE SIZE). INSTALL BELOW FROST

LINE (5" MIN) WITH VEHICULAR STRENGTH CONC.

VALVE BOX LEVEL WITH FINISH GRADE AND

CONCRETE BLOCK SUPPORTS BELOW.

1" NYLON REINFORCED

TUBING WATER SUPPLY

1-1/2" DIA. DRAIN LINE ON

MIN. 2% SLOPE TO SUMP INSTALL SOIL SEPARATOR FABRIC ALONG SIDES

OF SUMP

20" Ø x 31" H HDPE SUMP LINER PERFORATED AND FILLED w/ 3/4" Ø CRUSHED STONE

FINISH GRADE 1" BELOW ADJACENT PAVING

10" MIN. COMPACTED BACK FILL OVER SUMP

FILTER FABRIC WRAPPED AROUND SUMP LINER

" M

IN

4' -0

" M

IN

2'-1" MIN. 6'-0" MIN. 8" MIN. TYP.

SLOPE TO DRAIN 1"

SCALE:

CONCRETE BENCH

3/4" = 1'-0"

1 1

1/2" DIA X 2-3/4" L INSERT

(FX-5) SUPPLIED BY

MANUFACTURER

CONCRETE BENCH

REFER TO MATERIAL

SCHEDULE FOR MODEL

AND FINISH

1SCALE:

DRAIN GRATE AND BASIN

1" = 1'-0"

1' -0

1'

-6

5"

1'-0" 1'-0"

1' -0

COMPACTED CMB BASE PER GEOTECHNICAL REPORT1

NATIVE SOIL2

POLYLOK 24" RHINO DRAINAGE BOX (10 HOLE)3

DRAIN GRATE REFER TO MATERIAL SCHEDULE FOR MANUFACTURE, MATERIAL, AND MODEL#4

CONCRETE FOOTING

2" PVC CONNECTION DRAINLINE

4" PVC DRAINLINE7

LC12

TRENCH DRAIN WITH GRATE1

LC14

CONCRETE PAVING

LC16

DRAIN GRATE

TRENCH DRAIN TYP.

PLAN VIEW 1"=5'

BASEBALL FOUL POLE (BID ADDITIVE 1)

3/4" = 1'-0"

6' -0

6"

4' -0

2'-0"

4"

TOWARDS FIELD

12' HIGH FOUL POLE SEE REFERENCE NOTES SCHEDULE

FOR MANUFACTURER AND COLOR

FINISH GRADE2

CONCRETE FOOTING3

#4 REBAR CAGE 12" O.C. BOTH WAYS4

PLAN VIEW

P-23.34003-116833-03

6"

1' -2

1' -4

1'-0"

FENCE POST2

ALUMINUM ALLOY DUGOUT

BENCH. REFER TO

MATERIAL SCHEDULE FOR

MANUFACTURE MODEL

AND FINISH

LC14

CONCRETE PAVING

1' -5

LC16

8` HIGH BASEBALL

CHAINLINK FENCE

SECTION

PLAN

6"

LC16

8` HIGH BASEBALL

CHAINLINK FENCE

DUGOUT BENCH

1/2" = 1'-0" P-23.34003-116833-09

2-3/8" ***

POST DIAMETER

FOOTING SIZE FOR CHAINLINK FENCE HEIGHTS

FENCE HEIGHT FOOTING DEPTH FOOTING DIAMETER

6'0"-8'0" 18"-24" 8"

8' HIGH BASEBALL CHAINLINK FENCE

N.T.S.

NOTES: ALL RAILS & POSTS SHALL BE SCH 40 AND ALL MATERIAL SHALL BE HOT DIPPED

GALVANIZED. CENTER RAILS REQUIRED FOR FENCING WITH 8' VERTICAL DISTANCE

BETWEEN TOP AND BOTTOM RAIL. ***UPSIZE CHAINLINK POST ONE SIZE FOR ALL ENDS

AND CORNERS.

10' MAX

8' -0

3/8" TRUSS ROD WITH TENSION TURNBUCKLE

AT ENDS, TURNS & GATE POST (TYP.)

GALVANIZED 1-5/8" TOP AND BOTTOM RAIL2

GALVANIZED 2-3/8" BALL CAP3

9 GAUGE 2" CHAINLINK FABRIC4

END OF CORNER POST5

GALVANIZED TERMINAL POST

(SIZE PER CHART BELOW)

CONCRETE FOOTING PER

FOOTING CHART BELOW

P-23.34003-323113-02

54' BASEBALL FENCE (BID ADDITIVE 1)

1/2" = 1'-0"

1 23 4

6 7

8"

1' -6

10' MAX

4'

-0

GALV. 2-3/8" BALL CAP1

GALV. 1-5/8" TOP AND BOTTOM RAIL2

3/8" TRUSS ROD WITH TENSION

TURNBUCKLE AT ENDS, TURNS & GATE

POST (TYP.)

9 GAUGE 2" CHAINLINK FABRIC4

2" DIAM END OR CORNER POST5

1.5" GALVANIZED POST6

CONCRETE FOOTING. SET TOP

OF FOOTING FLUSH WITH

GRADE.

SUBGRADE8

YELLOW BASEBALL FENCE

GUARD CONTINUOUS ON TOP

RAIL

CONDITION AT 8' CHAINLINK

FENCE CONNECTION

P-23.34003-323113-06

-1” -2” -3” -4” -5” -6”

LEVEL

PITCHING MOUND (BID ADDITIVE 1)

3/4" = 1'-0"

1'-0" 1'-0"

0”

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

5'-2" 2'-10"

6"

10'-0"

PITCHING RUBBER FILL CENTER WITH DG1

BASEBALL INFIELD MIX DG PITCHING MOUND2

HOME PLATE

SUBGRADE3

LC12

BASEBALL INFIELD MIX (BID

ADDITIVE 1)

P-23.34003-116833-04

SEE A SEE B

SEE SEE D

'-0

8'-0"

' O

.C . T

Y P

EQ. EQ.

4' -8

5'

-0

' O

.C . T

YP.

45°

8'-0"

EQ.

EQ.

C

18"

15 15

12 12

C

D B

A

4'

LC14

CONCRETE PAVING

4'

6" DIA. X 18' HIGH GALV. STEEL MAIN POST1

3-5/8" DIA. GALV. STEEL POST @ 45° FOR

OVERHANG

2-3/8" DIA. GALV. STEEL HORZ. RAIL3

18" DIA. X 60" DEEP CONC. MIN. SIZE FOOTING4

9 GAUGE GALVANIZED CHAINLINK MESH (2" MIN.)5

2-3/8" HORZ. OVER HANG6

COMPACTED SUBGRADE7

3-5/8" DIA GALV. STEEL HORZ. END RAIL8

9 GA. GALV. HOG RING @ 24" SPACING9

GALVANICED RAIL/POST END CAP10

2"X6" COMPOSITE WOOD (6X HIGH) PROVIDE 1" GAP

BETWEEN EACH BOARD. PROVIDE 2" X 1/4" THICK

GALV. VERT. FLAT BAR TO CONNECT/SUPPORT

BOARDS IN CENTER TO PREVENT SAG

3/4" GALVANIZED TENSION BAR12

1/2" GAL. BOLT WASHER & NUT TO SECURE BOARD TO

GALV. ANGLE (TWO PER CONNECTION)

6-5/8" GALV. TENSION BAND14

WELD GALV. METAL POST/PLATES TOGETHER AND

APPLY COLD GALV. PAINT

GALV. NUT & BOLT TO SECURE RING16

BASEBALL BACKSTOP

1/8" = 1'-0"

6"

P-23.34003-116833-07

2 BASEBALL BAT RACK (BID ADDITIVE 1)

1" = 1'-0"

4"

2' -0

1' -0

3'-0"

4" 1

1-1/2" DIAM GALVANIZED STEEL PIPE2

8" 1

LC14

CONCRETE PAVING

COMPACT SUBGRADE TO 90% RELATIVE COMPACTION3

3"

PLAN VIEW

WELD SEAM TYP.5

WELD TO STEEL PIPE

4" DIAM SCH-40 GALVANIZED STEEL PIPE

P-23.34003-116833-10

BASEBALL BASES (BID ADDITIVE 1)

1 1/2" = 1'-0"

1'-0"

1' -0

4"

4"

1'-3"

3"

GALVANIZED BASE ANCHOR1

12X12 CONCRETE FOOTING2

BASE3

DECOMPOSED GRANITE4

P-23.34003-116833-11

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY ARC PSI GPM RADIUS DETAIL

RAIN BIRD R-VAN14 1806-P45 RV-14

SHRUB ROTARY, 8FT.-14FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 SHRUB SPRAY BODY ON 6IN.

POP-UP, 45 PSI IN-STEM PRESSURE REGULATOR. 1/2IN. NPT FEMALE THREADED INLET.

18 ADJ 45 14' 7/LI11

RAIN BIRD R-VAN14 1806-P45 RV-14F

SHRUB ROTARY, 8FT.-14FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 SHRUB SPRAY BODY ON 6IN.

POP-UP, 45 PSI IN-STEM PRESSURE REGULATOR. 1/2IN. NPT FEMALE THREADED INLET.

3 360 45 1.27 14' 7/LI11

RAIN BIRD RWS-B-C W/ RWS-SOCK 1404

ROOT WATERING SYSTEM WITH 4IN. DIAMETER X 36IN. LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE. CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2 GPM.

4 360 20 1 3' 5/LI11

RAIN BIRD RWS-M-B-C W/ RWS-SOCK 1402

MINI ROOT WATERING SYSTEM WITH 4IN. DIAMETER X 18IN. LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE AND RAIN BIRD 1401 0.25 GPM OR 1402 0.5 GPM BUBBLER AS INDICATED. WITH CHECK VALVE, AND SAND SOCK FOR SANDY SOIL.

20 360 40 0.5 3' 5/LI11

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

RAIN BIRD PEB-PRS-D 1"

1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH

PRESSURE REGULATOR MODULE.

4 4/LI11

RAIN BIRD 44-LRC 1"

1IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND

2-PIECE BODY.

12 3/LI11

NIBCO T-580-A

THREADED BRASS BALL VALVE-LINE SIZE

10 8/LI11

POINT OF CONNECTION 2"

EXISTING WATER METER W/ 2" BACKFLOW PREVENTOR. PSI MEASSURED ON SITE 12-10-2024

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 3/4" 570.0 LF 6/LI11

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1" 10.0 LF 6/LI11

IRRIGATION MAINLINE: PVC SCHEDULE 40 1" 1,122 LF 6/LI11

IRRIGATION MAINLINE: PVC SCHEDULE 40 2 1/2" 504.7 LF 6/LI11

IRRIGATION MAINLINE: DOMESTIC DRINKING FOUNTAIN SUPPLY 429.2 LF

PIPE SLEEVE: PVC SCHEDULE 40 142.7 LF 6/LI11

IRRIGATION SCHEDULE BASE BIDCRITICAL ANALYSIS

Generated: 2025-05-21 11:49

P.O.C. NUMBER: 01

Water Source Information: EXISTING WATER METER

W/ 2" BACKFLOW PREVENTOR. PSI MEASSURED ON SITE

12-10-2024

FLOW AVAILABLE

Point of Connection Size: 2" Flow Available 70.55 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 100 PSI Pressure Available: 100 PSI

DESIGN ANALYSIS

Maximum Station Flow: 68.4 GPM Flow Available at POC: 70.55 GPM Residual Flow Available: 2.15 GPM

Critical Station: 4 Design Pressure: 45 PSI Friction Loss: 0.42 PSI Fittings Loss: 0.04 PSI Elevation Loss: 0 PSI Loss through Valve: 2.13 PSI Pressure Req. at Critical Station: 47.6 PSI Loss for Fittings: 2.92 PSI Loss for Main Line: 29.2 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Critical Station Pressure at POC: 79.7 PSI Pressure Available: 100 PSI Residual Pressure Available: 20.3 PSI

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS DETAIL

HUNTER I-20-06-MPR 25

TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. MPR NOZZLE.

7 25 22'

HUNTER I-20-06-MPR 30

TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. MPR NOZZLE.

24 25 28'

HUNTER I-40-06-SS 08

TURF ROTOR, 6IN. POP-UP. ADJUSTABLE TO FULL CIRCLE. DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1IN. FEMALE NPT INLET THREADS, STANDARD NOZZLE.

40 40 7.6 42'

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

RAIN BIRD PEB-PRS-D 1"

1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH

PRESSURE REGULATOR MODULE.

2 4/LI11

RAIN BIRD PEB-PRS-D 1-1/2"

1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH

PRESSURE REGULATOR MODULE.

2 4/LI11

RAIN BIRD PEB-PRS-D 2"

1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH

PRESSURE REGULATOR MODULE.

4 4/LI11

RAIN BIRD 44-LRC 1"

1IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND

2-PIECE BODY.

1 3/LI11

NIBCO T-580-A

THREADED BRASS BALL VALVE-LINE SIZE

2 8/LI11

HUNTER I2C-0800-M/ICC-PED

8 STATION OUTDOOR MODULAR CONTROLLER. NO MODULE REQUIRED. COMMERCIAL USE. METAL PEDESTAL.

1 1/LI11

HUNTER WSS

WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET.

1 2/LI11

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 3/4" 1,202 LF 6/LI11

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1" 28.7 LF 6/LI11

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1 1/4" 592.7 LF 6/LI11

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1 1/2" 230.2 LF 6/LI11

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 2" 225.0 LF 6/LI11

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 2 1/2" 160.1 LF 6/LI11

IRRIGATION MAINLINE: PVC SCHEDULE 40 1" 79.4 LF 6/LI11

IRRIGATION MAINLINE: PVC SCHEDULE 40 1 1/2" 9.9 LF 6/LI11

IRRIGATION MAINLINE: PVC SCHEDULE 40 2 1/2" 386.4 LF 6/LI11

TYPE K COPPER DOMESTIC DRINKING FOUNTAIN SUPPLY LINE 1" 281.2 LF

PIPE SLEEVE: PVC SCHEDULE 40 34.3 LF 6/LI11

IRRIGATION SCHEDULE BALLFIELD BID ADDITIVE 1

IRRIGATION NOTES

1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL ALL

COMPONENTS IN PLANTING AREAS WHEREVER POSSIBLE.

2. SET ALL VALVES AND QUICK COUPLERS NEXT TO WALKS OR PAVED SURFACES. IN LOCATIONS WITH NO ADJACENT PAVING, COORDINATE FINAL

LOCATION WITH OWNER.

3. ALL SPRINKLER HEADS ARE TO HAVE TRIPLE SWING JOINTS (EXCEPT WHERE NOTED ON PLANS).

4. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED.

5. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF THE SAID REJECTION.

6. CONTROLLER LOCATION SHOWN IS DIAGRAMMATIC. OBTAIN FINAL LOCATION APPROVAL FROM THE LANDSCAPE ARCHITECT AND OWNER PRIOR

TO INSTALLATION.

7. 120VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION IS NOT A PART OF THE IRRIGATION SYSTEM. COORDINATE POWER

REQUIREMENTS WITH GENERAL CONTRACTOR, LANDSCAPE ARCHITECT AND/OR OWNER.

8. BEFORE COMMENCING ANY WORK, OBTAIN AN UNDERGROUND SERVICE ALERT I.D. NUMBER BY CALLING 1-800-422-4133. ALLOW TWO (2) WORKING DAYS AFTER THE I.D. NUMBER IS OBTAINED AND BEFORE THE EXCAVATION WORK IS STARTED SO THAT UTILITY OWNERS CAN BE NOTIFIED.

9. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED.

10. FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVER SPRAY ONTO WALKS, STREETS, ETC.

11. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BE FAMILIAR WITH THE EXISTING SITE CONDITIONS, UTILITIES, GRADE DIFFERENCES, LOCATION OF WALLS, ETC. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS UNDER

ROADWAYS AND PAVING, ETC.

12. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE OF 61.75 P.S.I. AND A MAXIMUM FLOW DEMAND OF 38.29 G.P.M.

THE CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE ARCHITECT.

13. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT THERE ARE UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES IN THE AREA. DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IN THE EVENT THAT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS.

14. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND

SPECIFICATIONS.

15. THE INTENT OF THE DESIGN IS TO PROVIDE 100% COVERAGE TO ALL PLANTING AREAS. AS PART OF THE SCOPE OF WORK, THE CONTRACTOR WILL PROVIDE ANY ADDITIONAL HEADS, SPECIAL NOZZLES, OR PATTERNS TO ACHIEVE PROPER COVERAGE WITH A MINIMUM OF OVER SPRAY AT NO

ADDITIONAL COST TO THE OWNER.

16. INSTALLATION OF CONTROL WIRES SHALL FOLLOW MAINLINE ROUTING.

17. PROVIDE SLEEVES AS SHOWN ON DRAWING. USE 2 TIMES DIAMETER MIN. (AND NOT LESS THAN 2") SCH. 40 P.V.C. MIN. DEPTH 24" TO TOP OF LINE.

18. LOCATE VALVE CHART IN CONTROLLER - REDUCE AND ENCASE IN PLASTIC (AS BUILT).

19. GUARANTEE: THE INSTALLED SPRINKLER SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFIED DUE TO INFERIOR OR FAULTY MATERIAL OR WORKMANSHIP, THE

TROUBLE SHALL BE CORRECTED BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER.

20. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING THIS SECTION OF WORK.

4"

51"

M A

TC

H

E

S H

E E

T LI04

WEBB

N

W E

S

MATCHLINE

SEE SHEET LI02

CONNECT TO EXISTING

DRINKING FOUNTAIN

WATER LINE.

WEBB

N

W E

S

MATCHLINE

SEE SHEET LI03

MATCHLINE

SEE SHEET LI01

M A

TC

H

E

S H

E E

T LI05

M

A

TC

H

E S

H E

E

T LI04

4"

4"

1"

1"

4"

4"

4"

4"

51"

13.01"

4"

WEBB

N

W E

S

MATCHLINE

SEE SHEET LI02

M A

TC

H

E

S H

E E

T LI05

MATCHLINE

SEE SHEET LI05

W E

S

M A

TC

H

E

S H

E E

T LI07

MATCHLINE

SEE SHEET LI05

M A

TC

H

LI

E S

H E

E T

LI

M A

TC

H

LI

E S

H E

E T

LI

M A

TC

H

E

S H

E E

T LI06

WATER LINE.

WEBB

N

W E

S

M A

TC

H

LI

E S

H E

E T

LI

M A

TC

H

LI

E S

H E

E T

LI

MATCHLINE

SEE SHEET LI07

M A

TC

H

LI

E S

H E

E T

LI

MATCHLINE

SEE SHEET LI04

MATCHLINE

SEE SHEET LI03

WATER LINE.

WEBB

N

W E

S

M A

TC

H

E

S H

E E

T LI08

MATCHLINE

SEE SHEET LI07

M A

TC

H

LI

E S

H E

E T

LI

POINT OF CONNECTION NOTE

CONTRACTOR TO CONNECT PROPOSED IRRIGATION MAINLINE

TO EXISTING IRRIGATION MAINLINE DOWN STREAM OF EXISTING

BACKFLOW-PREVENTOR. CONTRACTOR TO VERIFY POINT OF

CONNECTION. NOTIFY LANDSCAPE ARCHITECT OR OWNER'S

REPRESENTATIVE OF ANY DISCREPANCIES BEFORE

COMMENCING WORK.

WEBB

N

W E

S

M A

TC

H

LI

E S

H E

E T

LI

M A

TC

H

LI

E S

H E

E T

LI

MATCHLINE

SEE SHEET LI05

M A

TC

H

LI

E S

H E

E T

LI

MATCHLINE

SEE SHEET LI06

4"

4"

4"

4"

4"

4"

4"

4"

4"

2"

4"

2"

4"

4"

4"

2"

2"

2"

4"

4"

2"

2"

4" 11

4"

4"

4"

4"

4"

4"

4"

4"

4"

68.42"

68.42"

BID ADDITIVE 1: BALLFIELD

BID ADDITIVE 1: BALLFIELD

WEBB

N

W E

S

MATCHLINE

SEE SHEET LI09

M A

TC

H

LI

E S

H E

E T

LI

41"

4"

4"

4"

4" 11

4"

4"

2"

4"

2"

4"

2"

2"

4"11 4"

2" 11 4"

2"

4"

4"

4"

2"

2"

4"

1"

4"

4"

4"

1"

1"

4"

4"

4"

4" 11

2"11 4"

4"

6.41"

26.111

2"

13.71"

30.411

2"

68.42"

68.42"

CONNECT TO EXISTING

DRINKING FOUNTAIN

WATER LINE.

4"

4"

4"

4"

4"

4"

BID ADDITIVE 1: BALLFIELD

BID ADDITIVE 1: BALLFIELD

BASE BID

BID ADDITIVE 1: BALLFIELD

BASE BID

BASE BID

WEBB

N

W E

S

MATCHLINE

SEE SHEET LI08

M A

TC

H

LI

E S

H E

E T

LI

SS PEDESTAL CONTROLLER

N.T.S.

NOTES:

1. NOTE ALL GROUNDING REQUIREMENTS FOR CONTROLLER ASSEMBLIES SHALL

CONFORM TO LOCAL ELECTRICAL CODES.

3'- 2"

4" MIN.

24" MIN.

IRRIGATION CONTROLLER (I CORE STAINLESS) AND PEDESTAL PER PLAN1

ELECTRICAL SUPPLY CONDUIT

CONNECT TO POWER SOURCE, J-BOX INSIDE CONTROLLER

GROUND WIRE CONDUIT GROUND PER ASIC GUIDELINES3

IRRIGATION CONTROL WIRE IN CONDUIT SIZE AND TYPE PER LOCAL CODES4

PEDESTAL BASE PER PLAN. INSURE POSITIVE DRAINAGE AWAY FROM

PEDESTAL

P-23.34003-328409-07

1RAIN SENSOR AND RECEIVER

1" = 1"

NOTE:

1. CONTROLLER SHALL HAVE RECYCLED WATER ID STICKER PER LOCAL STANDARDS

(IF APPLICABLE)

1. GALV. 2 38" BALL CAP

2. WIRELESS SENSOR AND GUARD TO BE

MOUNTED TO POST PER

MANUFACTURE SPECIFICATIONS.

3. 2 38" DIA. GALVANIZED STEEL POST

4. 2500 PSI CONCRETE FOOTING

5. FINISHED GRADE

6. CONTROLLER AND CABINET

ENCLOSURE PER LEGEND AND

SEPARATE DETAIL

7. FOAM GASKET PROVIDED WITH

SENSOR ENCLOSURE

8. WIRELESS RECEIVER GUARD. MOUNT

ON SIDE OF PEDESTAL PER

MANUFACTURE SPECIFICATIONS

9. SIDE OF CONTROLLER PEDESTAL

10. CONTROLLER CONCRETE BASE PER

SEPARATE CONTROLLER

INSTALLATION DETAIL.

1/2"

1 1 /2"

1/4

8'- 0"

2" C

LE

AR

MAX. DISTANCE PER MANUFACTURE SPECIFICATIONS

P-23.34003-328409-01

QUICK COUPLING VALVE

N.T.S.

1. ADJACENT TURF

2. FINISHED GRADE IN TURF

3. QUICK COUPLING VALVE PER

IRRIGATION LEGEND

4. SCH. 80 PVC NIPPLE 8" LONG

5. STAINLESS STEEL SCREW CLAMPS

6. TOP OF MULCH IN PLANTER AREAS

7. FINISHED GRADE IN PLANTER AREAS

8. FILTER FABRIC - WRAP TWICE

AROUND BRICK SUPPORTS.

9. BRICK SUPPORTS (4 REQ.)

10. 3

4" WASHED GRAVEL - 4" DEPTH MIN.

11. 10" ROUND VALVE BOX WITH LOCKING

LID. HEAT BRAND "QC" ON LID IN 2"

HIGH LETTERS. - INSTALL IN PLANTING

AREAS ONLY

12. (1) #4 X 36" REBAR STAKE SECURE

WITH (2) S.S. CLAMPS

13. SCH. 80 PVC ELL (FIPT X FIPT)(1 REQ.)

14. SCH. 80 PVC NIPPLE - LENGTH AS

REQUIRED

15. SCH. 80 PVC STREET ELL (2 REQ.)

16. SCH. 80 PVC TEE (SXSXT) OR ELL (SXT)

17. MAINLINE- SIZE AND TYPE PER PLAN

NOTES:

1. ALL THREADED FITTINGS MUST HAVE TEFLON TAPE

2. PROVIDE 2" CLEARANCE MIN. BETWEEN VALVE AND BOX

3. FITTINGS AND RISERS TO MATCH VALVE SIZE

1"

3"

3"

NOTES:

1. USE TEFLON TAPE ON ALL THREADED JOINTS

2. BALL VALVE TO BE USED ONLY IF IRRIGATION CONTROL VALVE IS INSTALLED AS A

SINGLE VALVE AND NOT PART OF A MANIFOLD.

1. REMOTE CONTROL PER IRRIGATION

LEGEND

2. RECTANGULAR VALVE BOX W/ LOCKING

TOP. STAINLESS STEEL BOLTS SHALL

BE USED TO LOCK LID. HEAT BRAND

"RCV" AND STATION NUMBER ON BOX

LID IN 2" LETTERS. INSTALL IN PLANTING

AREAS ONLY.

3. LOW VOLTAGE WATERPROOF

CONNECTORS (2)

4. 30" COILED WIRE TO CONTROLLER

5. FINISHED GRADE IN TURF

6. ADJACENT TURF

7. FINISHED GRADE IN PLANTER AREAS

8. ADJACENT MULCH

9. SCH. 80 PVC BALL VALVE (SXS) - LINE

SIZE (SEE SPECIFICATIONS)

10. 3" LONG SCH. 80 TOE NIPPLE - LINE SIZE

11. SCH. 40 PVC ELL (SXS) - LINE SIZE

12. PVC PRESSURE SUPPLY LINE - SIZE TO

MATCH VALVE, LENGTH AS REQUIRED

13. SCH. 40 PVC TEE (SXSXS) IN PRESSURE

SUPPLY LINE - SIZE PER PLAN

14. PVC PRESSURE SUPPLY LINE - SIZE PER

PLAN

15. SCH. 80 PVC UNION (TXT) - LINE SIZE

16. IRRIGATION LATERAL WITH SCH. 40 PVC

MALE ADAPTOR - SIZE PER PLAN

17. BRICK SUPPORTS (4)

18. FILTER FABRIC - WRAP TWICE AROUND

BRICK SUPPORTS.

19. 3

4" WASHED GRAVEL - 4" DEPTH MIN.

20. CHRISTY TAG WITH STATION NUMBER

3"

1"

REMOTE CONTROL VALVE

N.T.S. P-23.34003-328406-07

ROOT WATERING SYSTEM

SCALE: N.T.S.

1' -0

4"

2' -0

FINISH GRADE/TOP OF MULCH1

ROOT WATERING SYSTEM PER LEGEND2

ASSEMBLED TRIPLE SWING JOINT3

PVC SCH 40 TEE

OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS5

PEA GRAVEL6

8" DIAM AUGER HOLE7

3/4" GRAVEL AROUND PERFORATED PIPE8

PVC SCH 40 NON-PRESSURE LATERAL PIPE9

P-23.34003-328403-17

1. FINISH GRADE IN PLANTING AREA

2. BACKFILL (FREE OF DEBRIS AND ROCK GREATER THAN 1", SEE SPECIFICATIONS)

3. NON-PRESSURE LATERAL LINE (TYPE AS INDICATED IN DETAIL)

4. NON-PRESSURE LATERAL LINE FROM ROTORS OR 12" POP-UPS

5. DETECTABLE WATER METALLIC TAPE

6. PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE)

7. CONTROL WIRES DIRECT BURIED ADJACENT TO AND TO THE SIDE OF PRESSURE

SUPPLY LINE

6" C

O N

S T.

G R

A D

E S

A N

D B

E

LO

W P

IP

E

6"

BET.

PIPE

" D

E P

TH

T

O T

O P

O F

P

IP

E F

O R

" P

O P

-U P

S A

N D

R O

TO

R

N O

N -P

R E

S S

U R

E L

A

TE

R A

L

LI

N E

" D E

P

TH

T O

T O

P O

F P

IP

E

F O

R P

R E

S S

U R

E S

U P

P

LY

L

IN

E

6" C

O N

S T.

G R

A D

E S

A N

D A

B O

V E

P

IP

E

" T

O T

O P

O F

P

IP

E F

O R

O

TH

E R

N O

N -P

R E

S S

U R

E

LA

TE

R

A L

NOTE:

1. ALL WIRE SHALL BE PLACE ON SAME SIDE OF PRESSURE SUPPLY LINE FOR THE

ENTIRE LENGTH OR WIRE RUN.

TRENCH IN LANDSCAPE

N.T.S. P-23.34003-328409-02

NOTES:

1. PLACE ALL HEADS 1/4'' ABOVE FINISH GRADE

AT INITIAL INSTALLATION. SET HEADS 3'' AWAY

FROM WALKS, CURBS, OR MOW STRIPS.

2. INSTALL ALL HEADS PERPENDICULAR TO

FINISH GRADE.

3. THOROUGHLY FLUSH ALL LATERAL LINE PIPES

TO REMOVE DIRT AND DEBRIS BEFORE

INSTALLATION OF NOZZLES.

4. ADJUST ALL HEADS TO PROPER ARC AND

RADIUS AS NECESSARY TO ACHIEVE PROPER

COVERAGE AND UNIFORMITY. IF PROPER

COVERAGE AND UNIFORMITY IS NOT

ACHIEVED WITH THE SPECIFIED NOZZLE,

CONTRACTOR SHALL CHANGE NOZZLE AS

NEEDED UNTIL DESIRED PERFORMANCE IS

ACHIEVED.

3" MIN. 1/

4"

SHRUB POP UP SPRAY HEAD

1" = 1"

FINISH GRADE OR TOP OF MULCH, TYP.1

POP-UP SPRAY HEAD BODY W/NOZZLE

AS SPECIFIED, TYP.

90% RELATIVE COMPACT SOIL AT EACH

HEAD, TYP.

RAINBIRD MODEL SA 6050 6" SWING JOINT

ASSEMBLY OR APPROVED EQUAL, TYP.

LATERAL LINE PIPE, TYP.5

SCH. 40 PVC TEE OR ELL, TYP.6

ADJACENT PAVING, CURB OR MOW STRIP,

TYP.

P-23.34003-328403-03

1. ADJACENT TURF.

2. FINISHED GRADE IN TURF.

3. BRASS BALL VALVE PER IRRIGATION LEGEND (LINE SIZE)

4. SCH. 80 PVC MALE ADAPTOR

(LINE SIZE)

5. PVC MAINLINE

6. TOP OF MULCH IN PLANTER AREAS

7. FINISHED GRADE IN PLANTER AREAS

8. FILTER FABRIC - WRAP TWICE AROUND BRICK SUPPORTS.

9. BRICK SUPPORTS (4)

10. 3

4" WASHED GRAVEL - 4" DEPTH MIN.

11. 10" ROUND VALVE BOX WITH LOCKING LID. HEAT BRAND "BV" ON LID IN 2" HIGH LETTERS.

- INSTALL IN PLANTING AREAS ONLY

NOTES:

1. ALL THREADED FITTINGS MUST HAVE TEFLON TAPE

2. PROVIDE 4 EA. SCH. 80 45° ELLS (SXS) TO ACHIEVE VALVE HEIGHT PER DETAIL.

1/ 4"

1/ 2"

3"

BRASS BALL VALVE

N.T.S. P-23.34003-328406-08

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT. SIZE WUCOLS DETAIL

TREES

ACA GRE 5 ACACIA GREGGII

CATCLAW ACACIA 24" BOX LOW 1/LP00

PAR DES 3 PARKINSONIA X 'DESERT MUSEUM'

DESERT MUSEUM PALO VERDE 24" BOX LOW 1/LP00

PRO MAV 4 PROSOPIS GLANDULOSA 'MAVERICK'

MAVERICK THORNLESS HONEY MESQUITE 24" BOX LOW 1/LP00

EXISTING TREES

EX 15

EX

EX MED TREE

EXISTING

EXISTING 1/LP00

EX2 31

EX

EX LRG TREE

EXISTING

EXISTING 1/LP00

EX3 1

EX TRANSPLANT

EX MED TREE

EXISTING

EXISTING 1/LP00

SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE WUCOLS DETAIL

SHRUBS

ACH TEN 21 ACHILLEA MILLEFOLIUM CALIFORNICA

WESTERN YARROW 1 GAL LOW 2/LP00

BAC STN 8 BACCHARIS X 'STARN'

STARN THOMPSON® COYOTE BRUSH 1 GAL LOW 2/LP00

BOU CUR 15 BOUTELOUA CURTIPENDULA

SIDE OATS GRAMA 1 GAL LOW 2/LP00

CAL CAL 10 CALLIANDRA CALIFORNICA

RED BAJA FAIRY DUSTER 1 GAL LOW 2/LP00

DAL CAP 6 DALEA CAPITATA

DALEA 1 GAL LOW 2/LP00

PLANT SCHEDULE BASE BID

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT WUCOLS SPACING DETAIL

GROUND COVERS

TUR HYD 57,402 SF

TURF HYDROSEED

DROUGHT TOLERANT BERMUDA FESCUE BLEND

(BID ADDITIVE 1)

HYDROSEED MOD

PLANT SCHEDULE BASEBALL BID ALT 1

PLANTING NOTES

1. DRAWING IS DIAGRAMMATIC. VERIFY ALL LOCATIONS AND CONDITIONS ON SITE. COUNT ALL PLANT

MATERIAL BEFORE BIDDING.

2. INSPECT ALL EXISTING CONDITIONS ON SITE AND LOCATE ALL EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS. ALL TREE STAKING LOCATIONS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO ANY

DIGGING.

3. CONTRACTOR TO REPAIR AT THEIR OWN EXPENSE ALL PROPERTY DAMAGE WHICH OCCURS DURING

PROJECT INSTALLATION.

4. NOTE ADDITIONAL REMARKS ON SPECIFIC PLANTS IN PLANT LIST.

5. ALL EXISTING PLANT MATERIAL TO BE REMOVED EXCEPT WHERE NOTED ON PLAN.

6. ALL PLANT MATERIAL TO BE GUARANTEED FOR 90 DAYS FROM THE DATE OF ACCEPTANCE BY OWNER.

CONTRACTOR SHALL STORE PLANT MATERIAL IN SHADE AND PROTECT FROM SUN. ENSURE ON SITE

WATERING PRIOR TO PLANTING.

7. FINISH GRADE TO BE 1" BELOW ALL WALKS, CURBS, AND PAVING.

8. ALL PLANTED AREAS SHALL RECEIVE THE FOLLOWING AMENDMENTS PER 1,000 SQ. FT. OF SURFACE AREA.

ROTO-TILL AMENDMENTS TO A DEPTH OF 6"

*150 LBS. GRO-POWER

*ADD 8 LBS OF GRO-P0WER CONTROLLED RELEASE 12-8-8 PER CU YD OF MIX.

9. PLANT HOLE TO BE TWICE AS WIDE AS THE PLANT ROOT BALL. BACKFILL AND COMPACT TO 80% WITH 60% SOIL OF SITE AND 40% FIR BARK, UNLESS OTHERWISE NOTED. PROVIDE GRO-POWER PLANT TABLETS AT

THE FOLLOWING RATES:

1 GAL 2

5 GAL 5

15 GAL 10

24" BOX AND UP 14

PLACE RECOMMENDED TABLETS BETWEEN THE BOTTOM AND THE TOP OF THE ROOT BALL BUT NO HIGHER THAN 1/3 OF THE WAY UP TO THE TOP OF THE ROOT BALL. SPACE TABLETS EQUALLY AROUND THE

PERIMETER OF THE ROOT BALL APPROXIMATELY 2" FROM THE ROOT TIPS.

10. "DEEP ROOT" BARRIERS ARE TO BE USED AROUND ALL TREES LOCATED WITHIN 5 FT. OF PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL REMOVE ALL NURSERY STAKES AFTER

PLANTING.

11. ALL PROPOSED SHRUB AND GROUND COVER AREAS ARE TO BE TREATED WITH A PRE-EMERGENT WEED

KILLER (EPTAM / RONSTAR). APPLY PER MANUFACTURER'S SPECIFICATIONS:

A) IMMEDIATELY AFTER PLANTING,

B) AT THE BEGINNING OF THE MAINTENANCE PERIOD, AND

C) AT THE END OF THE MAINTENANCE PERIOD.

12. ALL PLANTING AREAS TO BE TOP DRESSED WITH MULCH PER SPECIFICATIONS.

13. INSTALL AND MAINTAIN LANDSCAPE PLANTING IN ACCORDANCE WITH THE GOVERNING AGENCY'S GUIDELINES AND SPECIFICATIONS UNLESS NOTED OTHERWISE IN THESE NOTES OR ON THE PLANS.

TREE ON LEVEL GRADE

N.T.S.

6" M

IN

8" M

AX

2 3 D

IS

TA

NC

E

FR

OM

RO

OT

B

AL

L

TO

C

AN

OP

Y

RO

OT

BA

LL

DE

PT

H

2X DIA. OF ROOTBALL

12"

1. 4" PVC SCH. 40 PERF. PIPE WRAPPED IN

FILTER SOCK (1 PER TREE)

2. (6) TREE TIES (SEE SPECS.) (9) TREE

TIES FOR TRIPLE STAKED TREES

3. SET TOP OF ROOTBALL 1" ABOVE FINISH

GRADE

4. 3" LAYER MULCH MATERIAL, PROVIDE 3"

CLEARANCE FROM TRUNK (SEE SPECS.)

5. 6" HIGH WATERING BERM

6. FINISH GRADE

7. (2) 2" DIA. STAKES SPACED

EQUIDISTANT AROUND ROOTBALL, USE

(3) 3" DIA. STAKES IN HIGH WIND

EXPOSURE AREAS (SEE SPECS)

8. PLANTING BACKFILL (SEE SPECS.)

9. SLOPE PLANTING HOLE TO CORNER(S)

WITH DRAIN PIPE

10. BLACK ROUND DRAIN GRATE CAP, MAX

1" ABOVE MULCH FINISH GRADE

SURFACE

11. 1 CU. FT. OF 3/4" DIA. CRUSHED ROCK

FOR 15 GAL. AND 24" BOX (2 CU. FT. FOR

36" BOX)

NOTE:

1. STAKE TREE PERPENDICULAR TO PREVAILING WIND

DRAIN PIPE

TRIPLE STAKE

PLAN VIEW

SCALE: 1/2" = 1'-0"

P-23.34003-329343-01

SHRUB ON LEVEL GRADE

N.T.S.

NOTE:

1. ALL NATIVE PLANTS SHALL BE BACKFILLED WITH NATIVE SOIL ONLY

RO

OT

BA

LL

DE

PT

H

2X ROOTBALL DIAMETER

SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE1

3" LAYER MULCH MATERIAL (SEE SPECS)2

3" HIGH WATERING BERM3

FINISH GRADE4

PLANTING BACKFILL (SEE SPECS)5

6 SLOPE PLANTING HOLE TO CORNERS

P-23.34003-329333-01

24" BOX

PRO MAV (2)

24" BOX

ACA GRE (1)

24" BOX

PAR DES (2)

WEBB

N

W E

S

MATCHLINE

SEE SHEET LP02

M A

TC

H

E

S H

E E

T LP

24" BOX

(2) PRO MAV

24" BOX

(1) ACA GRE

24" BOX

(1) PAR DES

1 GAL

ACH TEN (3)

1 GAL

(6) DAL CAP

1 GAL

(8) BAC STN

1 GAL

(15) BOU CUR

1 GAL

(10) CAL CAL

1 GAL

(18) ACH TEN

EXISTING TEXAS RANGER SHRUBS (66 sf)

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT. SIZE WUCOLS DETAIL

TREES

ACA GRE 5 ACACIA GREGGII

CATCLAW ACACIA 24" BOX LOW 1/LP00

PAR DES 3 PARKINSONIA X 'DESERT MUSEUM'

DESERT MUSEUM PALO VERDE 24" BOX LOW 1/LP00

PRO MAV 4 PROSOPIS GLANDULOSA 'MAVERICK'

MAVERICK THORNLESS HONEY MESQUITE 24" BOX LOW 1/LP00

EXISTING TREES

EX

PLANT SCHEDULE BASE BID

24" BOX

(1) ACA GRE

WEBB

N

W E

S

MATCHLINE

SEE SHEET LP02

M A

TC

H

E

S H

E E

T LP

MATCHLINE

SEE SHEET LP05

Existing

EX3 (1)

WEBB

N

W E

S

M A

TC

H

LI

E S

H E

E T

LP

M A

TC

H

LI

E S

H E

E T

LP

MATCHLINE

SEE SHEET LP05

M A

TC

H

LI

E S

H E

E T

LP

MATCHLINE

SEE SHEET LP06

HYDROSEED

(54,766 sf) TUR HYD

(BID ADDITIVE 1)

WEBB

N

W E

S

MATCHLINE

SEE SHEET LP09

M A

TC

H

LI

E S

H E

E T

LP

SEE BID ADDITIVE 1: BALLFIELD

HYDROSEED

TUR HYD (2,636 sf)

HYDROSEED

(54,766 sf) TUR HYD

(BID ADDITIVE 1)

(BID ADDITIVE 1)

24" BOX

(2) ACA GRE

WEBB

N

W E

S

MATCHLINE

SEE SHEET LP08

M A

TC

H

LI

E S

H E

E T

LP

BASE BID

CONCRETE MIX RECOMMENDATIONS

USE AGG SIZE(i) MAX W/C(ii) MAX SLUMP(iii) MAX POZZOLIN(iv)

FOUNDATIONS 1" 0.58 6" 25%

STRUCT SLABS 3/4" 0.50 6" 25%

SLABS ON DECK 3/4" 0.55 6" 25%

EXPOSED CONC.(v)

3/4" 0.50 5" 25%

WALLS

3/4" 0.55 5" 25% i MIX DESIGN TO INCLUDE SOME PERCENTAGE OF AGGREGATE SIZE SHOWN.

ii WATER CEMENT RATIO NOT TO EXCEED VALUE SHOWN iii MAXIMUM SLUMP AT POINT OF PLACEMENT iv MAXIMUM PERCENTAGE FLY ASH BY MASS OF CEMENTIOUS MATERIAL. FLY GENERALLY

AFFECTS THE COLOR OF CONCRETE. WHERE CONCRETE IS TO BE ARCHTECTURALLY

EXPOSED CONTRACTOR WILL BE REQUIRED TO PROVIDE SAMPLES OF CURED CONCRETE

COLOR AND TEXTURE

v EXPOSED CONCRETE REFERS TO ARCHITECTURALLY EXPOSED CONCRETE WHERE COLOR, FINISH ARE CONTROLLED. ALSO, CARE IN MIX DESIGN AND PLACEMENT ARE WARRANTED

TO MINIMIZE TEMPERATURE AND SHRINKAGE CRACKING

SLABS ON GRADE

f 'c (PSI)

3/4" 0.55 5" 25% 3000

SUNBURST AND COMMUNITY PARKS

6171 SUNBURST STREET

JOSHUA TREE, CA 92252

23232323----3333444400000000

33330000....3333…