4
LEGEND Limit of Work Line Concrete Paving: See Civic Plans. Color and finish to match existing concrete flatwork. EJ = Expansion Joint. Other joints are Weakened Plane Joints UON. Permeable Concrete Pavers: See Civil Plans. Color Brown, Hydroflow Estate, 80mm, Basketweave Pattern. Concrete Band: Color & Finish to match concrete paving. See Civil Plans. Planting Area: See Planting Plan EJ PA LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW PA PA PA PA PA 1 3 6 7 8 9 10 4 TYP. of (4) 3 6 5 2 TYP. of (18) TYP. of (2) PA REFERENCE NOTES Portland Loo Restroom Building: See Architectural Plans. Future Restroom Building Existing Bench: See Civil Plans. Wall Mounted Trellis: See Bench: Victor Stanley FRB-6, 8' long, color TBD., with intermediate armrests. See Existing Column Building : See Architectural Plans. Existing Sidewalk Existing Seatwall Existing Lawn 1 2 3 4 5 6 7 8 9 10 / L-1.0 1 / L-1.0 2 GENERAL NOTES 1. CODES 1. Walking surfaces shall comply with CBC 11B-403 Walking Surfaces. All finishes shall be slip resistant. 2. CONTROL JOINTS: PEDESTRIAN CONCRETE PAVING 1. Expansion Joints: locate as shown on the Plans; if not shown then at maximum 60’ O.C. in any direction. Locate at all building faces, walls, steps, ramps, and other site structures. See typical joint detail. See Specs. 2. Weakened Plane Joints: locate as shown on the Plans; if not shown then at maximum 20' O.C. in any direction. Joints shall be saw-cut / tooled. See typical joint detail. See Specs. 3. CONTROL JOINTS: CURBS 1. Expansion Joints: align with expansion joints in monolithic paving; at maximum 60' O.C. when adjacent to modular paving, and at all corners, start/end of radiuses, and connections to flush curbing. Full depth. 2. Weakened Plane Joints: align with weakened plane joints in monolithic paving; at a maximum of 20’ O.C. when adjacent to modular paving. Construct across the top and visible face. 4. UTILITIES 1. Rectangular utility boxes shall be installed parallel to curbs / edges of sidewalks. Boxes in plaza paving areas shall be installed parallel to jointing patterns. Review locations in the field with the Engineer prior to installation C BENCH POST: 3 PER BENCH TYP. SEE SPECS. A COMPACTED SUBGRADE, SEE SPECS B BEDDING SAND: SEE SPECS CONCRETE FOOTING PIPE SUPPORT EMBEDMENT TABLE SINGLE SF GRILL DUAL SF GRILL PEDESTAL TABLE PICNIC TABLE BENCH BIKE LOOP A 12" 12" 18" 21" 12" 12" B 30" 36" 36" 24" 24" 24" C 6" 12" 6" 6" 6" 12" AGGREGATE BASE: SEE SPECS CONCRETE PAVER: HYDROFLOW ESTATE, SEE CIVIL PLANS. 7" 1'-6" 1'-6" 3" MAX. MAX. VINE: SEE PLANTING PLAN. 3/8" x 5" HDG LAG BOLT DRILLED AND SET INTO WALL. PROVIDE NUT AT FACE OF WALL AND BACK OF PANEL. BUILDING WALL WELDED WIRE MESH: 4" WELDED GALV. STEEL WIRE - 11 GAUGE. PAINTED TO MATCH BUILDING. BUILDING WALL STEEL BAR FRAME PLANTING AREA: SEE PLANTING PLAN. PROVIDE A MIN. 12"X12"X18" DEEP SOIL POCKET WITH DRAINAGE TO NATIVE SOILS. 1/8" X 1" WIDE STEEL BARS ON BOTH SIDES OF MESH. SCALE: 1"= 8'-0" 8 0 8 16 1 NTS Wall Mounted Trellis L-1.0 CONSTRUCTION PLAN 17.115 06/25/18 TH E P PARTNERSHIP AUL DAVIS A R H I C T E C T S & P L A N N E R S The Paul Davis Partnership, LLP 286 Eldorado Street Monterey, CA 93940 (831) 373-2784 FAX (831) 373-7459 EMAIL: [email protected] NEW EMPLOYEE BREAKROOM SALINAS TRANSIT CENTER ADDITION 110 SALINAS ST. SALINAS, CA 93901 A.P.N. JB Signature Renewal Date Date B E L L I N G E R N O. L A N D S C A P E A R C H I T E C T D E S N E C I L E . M I C H A E L 3 0 9 9 S T A T E O F C A L I F O R N I A 12-31-19 11-06-18 2 NTS Bench Footing Embedment in Pavers

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Page 1: LOW ARCHITECTS&PLANNERS - mst.org

LEGEND

Limit of Work Line

Concrete Paving: See Civic Plans. Color and finish to match existing concrete

flatwork. EJ = Expansion Joint. Other joints are Weakened Plane Joints UON.

Permeable Concrete Pavers: See Civil Plans. Color Brown, Hydroflow Estate,

80mm, Basketweave Pattern.

Concrete Band: Color & Finish to match concrete paving. See Civil Plans.

Planting Area: See Planting Plan

EJ

PA

LOW

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3

6

7

8

9

10

4

TYP. of (4)

3

6

5

2 TYP. of (18)

TYP. of (2)

PA

REFERENCE NOTES

Portland Loo Restroom Building: See Architectural Plans.

Future Restroom Building

Existing Bench: See Civil Plans.

Wall Mounted Trellis: See

Bench: Victor Stanley FRB-6, 8' long, color TBD., with intermediate armrests. See

Existing Column

Building : See Architectural Plans.

Existing Sidewalk

Existing Seatwall

Existing Lawn

1

2

3

4

5

6

7

8

9

10

/L-1.01

/L-1.02

GENERAL NOTES

1. CODES

1. Walking surfaces shall comply with CBC 11B-403 Walking Surfaces. All finishes shall be

slip resistant. 

2. CONTROL JOINTS: PEDESTRIAN CONCRETE PAVING

1. Expansion Joints: locate as shown on the Plans; if not shown then at

maximum 60’ O.C. in any direction. Locate at all building faces, walls, steps, ramps, and

other site structures. See typical joint detail. See Specs.

2. Weakened Plane Joints: locate as shown on the Plans; if not shown then at maximum 20'

O.C. in any direction. Joints shall be saw-cut / tooled. See typical joint detail. See Specs.

3. CONTROL JOINTS: CURBS

1. Expansion Joints: align with expansion joints in monolithic paving; at maximum 60' O.C.

when adjacent to modular paving, and at all corners, start/end of radiuses, and

connections to flush curbing. Full depth.

2. Weakened Plane Joints: align with weakened plane joints in monolithic paving; at a

maximum of 20’ O.C. when adjacent to modular paving. Construct across the top and

visible face.

4. UTILITIES

1. Rectangular utility boxes shall be installed parallel to curbs / edges of sidewalks. Boxes in

plaza paving areas shall be installed parallel to jointing patterns. Review locations in the

field with the Engineer prior to installation

C

BENCH POST: 3 PER BENCH TYP. SEE SPECS.

A

COMPACTED SUBGRADE, SEE SPECS

B

BEDDING SAND: SEE SPECS

CONCRETE FOOTING

PIPE SUPPORT EMBEDMENT TABLE

SINGLE

SF GRILL

DUAL

SF GRILL

PEDESTAL

TABLE

PICNIC

TABLE BENCH

BIKE

LOOP

A 12" 12" 18" 21" 12" 12"

B 30" 36" 36" 24" 24" 24"

C 6" 12" 6" 6" 6" 12"

AGGREGATE BASE: SEE SPECS

CONCRETE PAVER: HYDROFLOW ESTATE, SEE CIVIL PLANS.

7"

1'-6

"1

'-6

"3

"

MA

X.

MA

X.

VINE: SEE PLANTING PLAN.

3/8" x 5" HDG LAG BOLT DRILLED

AND SET INTO WALL. PROVIDE

NUT AT FACE OF WALL AND BACK

OF PANEL.

BUILDING WALL

WELDED WIRE MESH: 4" WELDED

GALV. STEEL WIRE - 11 GAUGE.

PAINTED TO MATCH BUILDING.

BUILDING WALL

STEEL BAR FRAME

PLANTING AREA: SEE PLANTING

PLAN. PROVIDE A MIN. 12"X12"X18"

DEEP SOIL POCKET WITH

DRAINAGE TO NATIVE SOILS.

1/8" X 1" WIDE STEEL BARS ON

BOTH SIDES OF MESH.

SCALE: 1"= 8'-0"

8 0 8 16

1

NTS

Wall Mounted Trellis

L-1.0

CONSTRUCTION

PLAN

17.115

06/25/18

THE

P

PARTNERSHIP

AUL DAVIS

AR HIC TECTS & PLANNERS

The Paul Davis Partnership, LLP

286 Eldorado Street

Monterey, CA 93940

(831) 373-2784 FAX (831) 373-7459

EMAIL: [email protected]

NEW EMPLOYEE BREAKROOM

SALINAS TRANSITCENTER ADDITION110 SALINAS ST.SALINAS, CA 93901A.P.N.

JB

Signature

Renewal Date

Date

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2

NTS

Bench Footing Embedment in Pavers

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to the original site for which they were prepared, and
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Page 2: LOW ARCHITECTS&PLANNERS - mst.org

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LEGEND

SYMBOL MANUFACTURER DESCRIPTION

Existing Main Line:

Main Line: Size to match existing.

Lateral Line / Drip Irrigation Supply Line: 18" min. cover, 24"

under AC paving Sch/Class per Specs. See chart for size.

Stub Out: See Irrigation Details

Rainbird / Hunter / Toro

PEB / ICV / P-220 Remote Control Valve: Size as shown on

plan.

Rainbird / Toro

3/4" / 1" Quick Coupler. Single lug, 2-pc body, locking cover.

King Brothers (kbi)Full Port, True Union, PVC Ball Valve: Line Size

None

King Brothers (kbi)

Full Port, True Union, PVC Ball Valve: Line Size, at solenoid

/ manifolds and quick coupler shut-offs UON.

Existing Backflow Preventer

B(E)

LEGEND - DRIP IRRIGATION

SYMBOL MANUFACTURER DESCRIPTION

POINT-SOURCE: 1" dia. PE supply pipe & 1/4" I.D. PE

distribution tubes. See drip irrigation schematic diagram. See

Specs. See Irrigation Details.

Emitters: 2.0 GPH pressure compensating w/ bug/dust cap.

Rainbird Xeri-Bug / Toro NGE / Netafim WPC. Toro

T-DL-MP9 Indicator w/ flush valve at end of each zone.

Rainbird / Hunter

PEB / ICV Remote Control Valve: Size as shown on plan.

Non-potable version.

Netafim

Disc Filter, 120-140 mesh

3/4" @ 1" valves or 17 GPM max at manifold

1" @ 1-1/2" valves up to 26 GPM max

1-1/2" @ 1-1/2" valves or 35 GPM max at manifold

Netafim / Toro / Rainbird

In-line Pressure Regulator:

Netafim 3/4" LF 42 PSI (3.0 Bar) @ valves < 4.5 GPM; 3/4"

HF 45 PSI (3.0 Bar) @ valves > 4.5 GPM. Toro 3/4" 40 PSI

MF / Rainbird 3/4" 40 PSI @ valves 2-10 GPM.

Netafim 1-1/2" 45 PSI (3.0 Bar) @ valves 11-35 GPM

Soaker Hose: Mr. Soaker Hose, Green Stripe Pro, 5/8" I.D.

Requires 20/25 PSI (1.4/1.8 Bar) preset pressure regulator.

Specifications and General Notes for equipment conformance to recycled water regulations.

(ZONE 00)

01

Zone designation

1. GUARANTEE:

Guarantee the irrigation system for one year from date of acceptance.

2. VERIFICATION:

For existing systems design is based on 60 PSI available, and 50 GPM allowable based on pipe

size, at discharge outlet of point of connection. Verify same and notify Owner's Representative if

such data adversely affects the operation of the system. Such notice shall be made in writing

and prior to commencing any irrigation work.

3. UTILITIES:

Verify location of all on-site utilities. Preserve and protect all such utilities unless otherwise noted.

Restore damaged utilities to the satisfaction of the Owner's Representative, and at no additional

cost to the Owner.

4. EXISTING IRRIGATION

Raise or lower existing irrigation assemblies and boxes, unless noted to be demolished, to

proposed grades and install as shown on the Irrigation Details, at no additional cost to the Owner.

Maintain and troubleshoot existing irrigation circuits and valves in use and noted to be preserved,

throughout the construction period at no additional cost to the Owner.

5. SCHEMATIC:

System features are shown schematically for graphic clarity. Install all piping and valves in

common trenches where feasible and inside planting areas adjacent to walkways and inside

medians whenever possible.

6. SPECIFICATIONS:

See irrigation specifications for additional information.

7. CODES:

Irrigation system shall be installed in accordance with all local codes and manufacturer's

specifications. Notify Owner's Representative by telephone and in writing of any conflicts prior to

installation.

8. MASTER VALVE / FLOW SENSOR:

a. Connect master valve, and flow sensor if included, to controller with communication cable.

See Irrigation Details. Install in dedicated 1" diameter PVC conduit.

b. Normally closed Master Valves: dedicated one station to quick coupler use.

c. Flow sensors: See Specifications for instructions on how to program irrigation controller to

allow flow sensor to accommodate quick coupler use.

8. VALVES:

a. For tree bubbler zones, include the MFR's adjustable pressure regulating dial.

b. For battery operated controllers, include the MFR's DC latching solenoid.

9. QUICK COUPLING VALVES:

Install on double swing joint. Locate 12" away from edge of walks, walls, curbs, and

headerboards within planting areas. Provide one swivel, hose ell.

10. CHECK VALVES:

Install in-head check valves for sprinklers, and in-line check valves in drip irrigation supply lines,

as required to minimize line drainage. Allow in bid price an amount sufficient to provide and install

additional check valves to accommodate any necessary field changes.

11. BORING

Jet bore or directional bore under existing rigid paving areas. Do not trench across unless

specifically shown on the Drawings and/or approved in writing by the Owner's Representative.

12. SLEEVING:

Sch. 40 PVC pipe for all wiring and irrigation lines installed under paving areas and that pass

through drainage trenches with drain rock. 4-inch dia. or twice the aggregate diameter of all pipes

contained within the sleeve, whichever is greater. Install (with ends clearly marked above grade)

at the necessary depth prior to the construction of paving areas or field bases. Sleeving to

extend 12" from edge of paving or drainage trench into adjacent subgrade. No unsleeved piping,

angle-bends, 90-degree bends, or joints shall be allowed under paving.

13. DRIP VALVES

Group drip valve run times together to ensure a minimum flow of 2 GPM as required by the flow

sensor. Suggested grouping chart will be provided prior to Final Completion.

21. CONTROLLER:

Existing Controller. All above-grade conduit shall be rigid steel securely fastened to structure and

to controller.

22. PROGRAMMING / SCHEDULING:

a. Non-ET Controllers: Prior to the end of the maintenance period, schedule the controller for

repeat cycle irrigation and multiple programs.

b. ET Controllers: Prior to the end of the maintenance period, program the controller per

manufacturer's directions.

c. Adjust irrigation times for bio-retention soil areas to account for higher percolation rates

d. For sprinklers, provide at least two start times for shrubs if over 5 minutes in length for any

one station. Shrubs shall be separated into two programs, one for sun valves, one for

partial shade to shade valves.

23. FLUSH (E) MAIN:

Upon completion of connection to (E) main, allowing for solvent setup, flush main line and

existing main by flushing nearest quick coupler downstream of P.O.C. on existing main.

GENERAL NOTES

DRIP IRRIGATION POINT SOURCE TYP. SCHEMATIC DIAGRAM EMITTER SCHEDULE

See planting plan for plant sizes and locations. PE supply pipe and PE

distribution tube alignments per requirements of planting. Install

emitters per Emitter Schedule, and allow for additional ports to each

plant for future needs. Locate emitters towards the uphill side of plants

on slopes. See irrigation details.

1 gal.

1

5 gal.

2

15 gal.

3

24" box 4

PE Supply Pipe: Max 200-ft

/ flow 12 gpm. See Specs

Up to (4) emitters per plant.

See Emitter Schedule. See

Irrigation Details.

PE Distribution Pipe: Max 5-ft.

See Specs.

In-line Check Valve: See Specs

(for sloped areas if present)

Branch layout for different

directions/areas as required

PVC pipe and sleeve under

paving areas

TYPICAL LAYOUT

Flush Port & Pressure Indicator,

Typ: See Details

TYPE

X

X X

Valve

Station

GPM

Valve

Size

Irrigation

Type

Limit of Work Line

Point of Connection

POC

Note: Where applicable, all equipment specified shall be non-potable versions. See

Specifications and General Notes for equipment conformance to recycled water regulations.

Total irrigated landscape area=0.01 acres. Annual water requirement=0.01 acre-feet

LOW

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IRRIGATION PLAN

17.115

06/25/18

THE

P

PARTNERSHIP

AUL DAVIS

AR HIC TECTS & PLANNERS

The Paul Davis Partnership, LLP

286 Eldorado Street

Monterey, CA 93940

(831) 373-2784 FAX (831) 373-7459

EMAIL: [email protected]

NEW EMPLOYEE BREAKROOM

SALINAS TRANSITCENTER ADDITION110 SALINAS ST.SALINAS, CA 93901A.P.N.

JB

Signature

Renewal Date

Date

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SSCO
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SSCO
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WV
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Sheet Number:
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the acceptance of the restrictions.
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contact with them constitutes prima facie evidence of
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specifications remains with the architect, and visual
AutoCAD SHX Text
whole or in part is prohibited. Title to the plans and
AutoCAD SHX Text
Re-use, reproduction or publication by any method in
AutoCAD SHX Text
publication thereof is expressly limited to such use.
AutoCAD SHX Text
to the original site for which they were prepared, and
AutoCAD SHX Text
The use of these plans and specifications is restricted
AutoCAD SHX Text
Sheet Title:
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Revisions:
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Project / Owner:
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Drawing Date:
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Drawn By:
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Project Number:
Page 3: LOW ARCHITECTS&PLANNERS - mst.org

PLANT LEGEND

Limit of Work Line

*WUC CODE BOTANICAL NAME COMMON NAME SIZE CHARACTER

Trees

M Pc

Pyrus calleryana 'Chanticleer' Callery Pear

15 Gal. Standard

Shrubs

L Lm

Lantana montevidensis 'Spreading White' White Trailing Lantana

1 Gal.

@ 48"

L Sm

Salvia microphylla 'Hot Lips' Hot Lip Sage

1 Gal.

@ 36"

Vines

L Rb Rosa banksiae

Lady Banks Rose

5 Gal.

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13 Lm

7 Rb

8 Sm

12 Lm

7 Lm

2

2

REFERENCE NOTES

Install turf sod to match existing extents of concrete demolition, assume 60sf.

Root Barrier: See Notes, See

1

2/L-3.04

* WATER USE CATEGORY (WUC) KEY

PLANT, TYP.

BACK OF CURB

OR PAVING

x

x

x

Y

1. FOR SPACING 'X', SEE PLANTING

PLAN LEGEND

2. Y= 1/2X + 12"

GROUNDCOVER SPACING AND PLANTING SETBACK DIAGRAM

WUCOLS Region Applicable to this Project: REGION 1

H = High; M = Moderate; L = Low; VL = Very Low; NL = Species Not Listed

* from: Water Use Classification of Landscape Species,

A Guide to the Water Needs of Landscape Plants (WUCOLS)

Revised 2014, University of California Cooperative Extension, L.R. Costello, K.S. Jones

GENERAL NOTES

1. Landscape Architect to approve plant material BEFORE plant layout commences.

2. Landscape Architect to approve layout of all plants BEFORE planting commences.

3. Apply pre-emergent herbicide to all planting areas, excluding naturalized hydroseed

areas/ See Specifications.

4. Apply post-emergent herbicide to all naturalized hydroseed areas. See Specifications.

5. Prepare, amend, and fertilize existing soil per Specifications. Import topsoil per

Specifications.

6. Pre-mix amendments into soil before backfilling plant pits - do not mix inside pits. Break

large clods into small pieces. See Specifications.

7. Plant shrubs per detail . See Spacing Diagram.

8. Plant and stake trees per detail .

9. Install mulch to all planting areas to 3" thickness. Mulch is to contain less than 1% foreign

matter including soil, weeds, seeds, etc. by dry weight. Mulch to be Redwood or FIr bark

nuggets, 3/4" size. Small Fir Bark mulch by Lyngso Garden Materials, Inc., San Carlos,

CA. or approved other.

10. Install vine mounting per detail

11. See Specifications for Maintenance Period.

12. Install root barrier panels at trees planted within 5' of foundations, walls, and curbs, and in

all planters in paved areas. See Specifications. See

/L-3.02

/L-3.03

FINISH GRADE AT PLANTING: 1-INCH (1")

BELOW PAVING, CURB OR MOWBAND

TRANSITION TO FULL DEPTH MULCH 1/3

WIDTH OF PLANTING BED OR 36"

WHICHEVER IS LESS.

36" MAX

FINISH GRADE AT TURF: 1-INCH (1")

BELOW PAVING, CURB OR MOWBAND

USE EXISTING / STOCKPILED SOIL, AND

IMPORTED TOPSOIL TO MEET FINISH

GRADE REQUIREMENT. SEE SPECS.

1

NTS

Finish Grade

FLAT RUBBER TIES

ROOT BARRIER: INSTALL

1

2

" ABOVE FINISHED GRADE.

SEE

STAKES 12" MIN.

INTO SUB-SOIL

2 LODGEPOLE STAKES

BENDING POINT WHEN NURSERY STAKE IS REMOVED

PLAN VIEW

WIND

TREE STAKE

ROOT BALL

TREE TRUNK

FLAT RUBBER TIES

TOP OF ROOTBALL 1/2" ABOVE BACKFILL FINISH GRADE

BACKFILL MIX

MULCH: SEE NOTES.

PLANT PIT

SEE TABLE

6"

6"

UNDISTURBED SOIL OR COMPACTED

UNAMENDED SUB-GRADE

ROOT BARRIER: INSTALL AT EDGE OF

PLANT PIT, UON

PLANT PIT SIZE TABLE

PLANT

SIZE

PIT SIZE -

ROOTBALL PLUS

1 GAL 6" ALL AROUND

5 GAL 8" ALL AROUND

15 GAL 10" ALL AROUND

24" BOX 12" ALL AROUND

>24" BOX MIN.12" ALL

AROUND

/L-3.03

2

NTS

Tree Planting & Staking

PLANT: SEE PLANTING PLAN

LEGEND. SEE SPECS

FINISH GRADE

BACKFILL MIX: SEE SPECS

6" M

IN

.

MULCH: SEE SPECS

UNDISTURBED SOIL OR COMPACTED

UNAMENDED SUB-GRADE

NOTE: SEE PLANTING PLAN LEGEND

FOR SHRUB / GROUNDCOVER SPACING

DIAGRAM.

PLANT PIT SIZE TABLE

PLANT

SIZE

PIT SIZE -

ROOTBALL PLUS

4"POT 3" ALL AROUND

1 GAL 6" ALL AROUND

5 GAL 8" ALL AROUND

15 GAL 10" ALL AROUND

PLANT PIT

SEE TABLE

TOP OF ROOTBALL 1/2" ABOVE

BACKFILL FINISH GRADE

3

NTS

Shrub Planting

A

A

C

B

PLANTERS IN PAVING

SIZE (A x A)

24" PANELS

4' x 4' 7

5' x 5' 9

6' x 6' 11

RECTANGULAR PLANTERS:

NO. OF PANELS = ((B x 2 + C

x 2)-2)) / 2

OPEN PLANTING BEDS

BOX SIZE 24" PANELS

24" 7

36" 9

48" 11

60" 13

NEW TREES: MIN. (7) 24" PANELS

PER.SIDE

SQUARE IN-GROUND

PLANTER

PARKWAY STRIP OR LINEAR IN-GROUND PLANTER

RECTANGULAR IN-GROUND PLANTER

SEE TABLE FOR NO. OF PANELS

10' O

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PLANTING PLAN

17.115

06/25/18

THE

P

PARTNERSHIP

AUL DAVIS

AR HIC TECTS & PLANNERS

The Paul Davis Partnership, LLP

286 Eldorado Street

Monterey, CA 93940

(831) 373-2784 FAX (831) 373-7459

EMAIL: [email protected]

NEW EMPLOYEE BREAKROOM

SALINAS TRANSITCENTER ADDITION110 SALINAS ST.SALINAS, CA 93901A.P.N.

JB

Signature

Renewal Date

Date

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12-31-19

11-06-18

SCALE: 1"= 8'-0"

8 0 8 16

SCALE: 1"= 8'-0"

8 0 8 16

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the acceptance of the restrictions.
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contact with them constitutes prima facie evidence of
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specifications remains with the architect, and visual
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publication thereof is expressly limited to such use.
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Page 4: LOW ARCHITECTS&PLANNERS - mst.org

2

NTS

Remote Control Valve

5

NTS

Valve Box Installation

8

NTS

Drip Irrigation Emitter Layout

3

NTS

Quick Coupler

6

NTS

Trench & Pipe Installation

9

NTS

Soaker Hose

1

NTS

Isolation (Ball) Valve

4

NTS

Typ. Valve Manifold

7

NTS

Drip Irrigation: PE Tube / Emitter / Flush Port

VALVE BOX W/ BOLT DOWN

LID: SEE SPECS.

PVC SCH. 40 45's W/ NIPPLES AS

REQUIRED, 18" LENGTH, TYP.

PVC SCH. 40 COUPLING TYP.

IRRIGATION SUPPLY LINE, TYP.

BRICK BLOCKING: ALL CORNERS / 2 PER ROUND BOX

RODENT PROTECTION SCREEN: 1/2" X 1/2" 19 GA.

WWM WRAP ENDS OF SCREEN

1/2" CLEAN DRAIN ROCK: BRICK DEPTH

FINISH GRADE. SEE SPECS

FOR RELATION TO TOP OF

VALVE BOX

SA

ME

D

EP

TH

A

S IR

RIG

AT

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L

IN

E

COMPACTED SUBGRADE

NOTE: ATTACH RECYCLED WATER

WARNING TAG TO VALVE STEM, TYP.

TRUE UNION BALL VALVE:

INSTALL W/ HANDLE @/TOP

12

"

2-1/2" & 3" VALVES: INSTALL HANDLE

@ SIDE. INSTALL VALVE BOX

EXTENSIONS FOR MINIMUM 2-INCH

CLEARANCE BELOW HANDLE TO

FACILITATE TURNING

VALVE BOX W/ BOLT DOWN LID: SEE

SPECS. EPOXY / PASTE / RIVET /

BRAND VALVE ID # ON BOX

NOTES:

1. ONE REMOTE CONTROL VALVE ASSEMBLY

PER VALVE BOX.

2. ONE BALL VALVE PER REMOTE CONTROL

VALVE / PER VALVE MANIFOLD

1/2" CLEAN DRAIN ROCK: BRICK DEPTH

SOLENOID VALVE: SEE IRRIGATION

LEGEND

2

SCH. 40 PVC UNION

SCH. 40 MALE TXS ADAPTER. NOTE: BUSH

UP OR DOWN HERE FOR TRANSITIONS TO

LATERAL LINE SIZES

SCH 40 P.V.C. LATERAL

MAINLINE FITTING

MAINLINE / SUBMAIN: SEE SPECS

SCHEDULE 40 P.V.C. NIPPLE

(LENGTH AS REQ'D), TYP.

WATER PROOF CONNECTORS

W/ WIRE NUTS

VALVE ID TAG WITH ID #: SEE SPECS.

VALVE WIRE: 36" IN LOOSE COIL

BALL VALVE: LINE SIZE. SEE VALVE

MANIFOLD DETAIL

SCH. 40 PVC 90° ELBOW

SCH. 40 PVC UNION

12

"

LA

TE

RA

L D

EP

TH

BRICK BLOCKING: ALL CORNERS

FINISH GRADE. SEE SPECS FOR

RELATION TO TOP OF VALVE BOX

RODENT PROTECTION SCREEN: 1/2" X 1/2"

19 GA. WWM, WRAP ENDS OF SCREEN

NOTE: ATTACH RECYCLED WATER

WARNING TAG TO VALVE STEM, TYP.

MFR. ADJUST. PRESSURE REGULATING

DIAL (TREE BUBBLERS ONLY UON)

NOTES:

1. GROUP QUICK COUPLER WITH REMOTE CONTROL VALVES FOR USE OF COMMON

ISOLATION VALVE. SEE TYPICAL MANIFOLD DETAIL.

2. SCHEDULE 80 PRE-ASSEMBLED SWING MAY BE USED .

3. DO NOT INSTALL DIRECTLY ON TOP OF LIVE WATER MAINS.

BALL VALVE: SEE

SCH 80 PVC NIPPLE SxS

PVC SUBMAIN

PVC MAIN

SUPPLY LINE

VALVE BOX W/ BOLT DOWN LID:

SEE SPECS.

QUICK COUPLER VALVE : SEE

IRRIGATION PLANS

2" ANGLE IRON X 24" LONG W/

STAINLESS PIPE CLAMP

4" LONG SCH 80 PVC RISER

2" SCH 80 STREET ELLS

KING BROS OR APPROVED EQUAL

SPEAR: SCH 80 1x12 OR 3/4x12

SCH 80 STREET ELL

SCH 80 TEE

FINISH GRADE. SEE SPECS FOR

RELATION TO TOP OF VALVE BOX

PVC SUBMAIN

SCH 80 PVC NIPPLE

SxS

BRICK BLOCKING, TYP: 2

PER ROUND BOX

1/2" CLEAN DRAIN ROCK:

BRICK DEPTH

RODENT PROTECTION SCREEN:

1

2

" X

1

2

" 19

GAUGE WWM, WRAP ENDS OF SCREEN

VALVE BOX W/ BOLT DOWN LID:

SEE SPECS.

BRICK BLOCKING, TYP.

1/2" CLEAN DRAIN ROCK: BRICK DEPTH

RODENT PROTECTION SCREEN:

1/2" X 1/2" 19 GA. WWM, WRAP

ENDS OF SCREEN

NOTE: ATTACH RECYCLED WATER

WARNING TAG TO VALVE STEM, TYP.

/L-X.XX

12

"

NOTE:

1. REFER TO APPLICABLE CODES FOR MAINLINE DEPTH UNDER ROADWAYS

2. SERPENTINE ALL PLASTIC PIPING.

3. LATERAL SEPARATION DISTANCES SHOWN ARE MINIMUMS UON.

4. SEE SPECIFICATIONS FOR TRENCH BACKFILL.

5. ALL WIRES SHALL BE TAPED AND BUNDLED AT 10' INTERVALS IN TRENCHES.

ELECTRICAL LINE IN

CONDUIT TO BE

INSTALLED

IN ACCORDANCE

WITH ALL

APPLICABLE CODES

3" 3" 3"

VALVE BOXES: SEE SPECS

QUICK COUPLER BOX

ALIGN

REMOTE CONTROL VALVE BOX

PGA

A16

VALVE TYPE: MFG MODEL NUMBER. GLUE

IDENTIFICATION PLATES TO COVER

VALVE BOX COVER: SEE SPECS

CONTROLLER / STATION (VALVE ID#): SEE

SPECS

EDGE OF PATH OR WALL

SHUT OFF VALVE BOX

QC

SOV

12" MIN 12" MIN

12

"

FINISH GRADE

LATERAL LINE

CONTROL WIRES

TAPED INTO BUNDLE

@ 10' INTERVALS

PRESSURE MAINLINE

SUBGRADE

FINISH GRADE

METALLIC LOCATING

TAPE ABOVE PIPE, TYP.

(WHEN REQUIRED BY

CITY OR LOCAL CODES)

PRESSURE MAINLINE

SUBGRADE

COMPACT BACKFILL

FINISH GRADE

SUBGRADE

SERPENTINE ALL PLASTIC PIPING

18

" M

IN

24

" M

IN

24

" M

IN

VARIES

24

" M

IN

MAINLINE

JOINT TRENCH

ELECTRICAL CONDUIT

6" MIN.

3"3" MIN.

TRENCH WALL

TRENCH WALL

NOTE:

MAX. 3 REMOTE CONTROL VALVES PER ISOLATION SHUT-OFF VALVE.

SUB MAINS MAY TRANSITION TO CLASS 315 PVC FROM MAINLINES THAT ARE RING-TITE PVC PIPE.

NOTE:

1. ALL VALVE BOXES MUST BE IDENTIFIED WITH A VALVE ID # ON BOX: SEE SPECIFICATIONS FOR ACCEPTABLE METHODS.

2. VALVE BOXES SHALL HAVE 12" CLEARANCE FROM STRUCTURES AND ANY CONCRETE AREAS. SET BOXES PARALLEL

TO EACH OTHER AND PERPENDICULAR TO CONCRETE, SOUND WALL, HEADERBOARD, ETC.

2. SET BOXES 1-1 /2" ABOVE FINISHED GRADE IN MULCH-COVERED AREAS. SET BOXES 1/2" ABOVE GRADE IN TURF AREAS. BOXES

TO BE PERPENDICULAR TO FINISH GRADE.

3. SET VALVE BOX ASSEMBLY IN GROUND COVER / SHRUB AND NOT IN SIDEWALK OR ROADWAY. INSTALL IN LAWN ONLY

IF GROUNDCOVER DOES NOT EXIST ADJACENT TO LAWN.

4. INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY ACCESS.

5. RECTANGULAR VALVE BOXES SHALL HAVE 4 BRICKS INSTALLED, ONE UNDER EACH CORNER. ROUND VALVE BOXES SHALL

HAVE 2 COMMON BRICKS INSTALLED, AT OPPOSITE SIDES. BRICKS SHALL NOT BE PLACED OVER ANY PIPE OR ITEM THAT COULD

FAIL DUE TO BRICK PLACEMENT.

6. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES.

REMOTE CONTROL VALVE,

TYP.

INDIVIDUAL ISOLATION

VALVES NOT REQUIRED

WHEN VALVES ARE

INSTALLED IN MANIFOLD

MANIFOLD MAIN: MATCH

MAINLINE SIZE UP TO VALVES

SUBMAIN: MATCH MAINLINE

SIZE UP TO VALVES

MAINLINE

DRIP IRRIGATION SINGLE MANIFOLD, TYP.DOUBLE MANIFOLD, TYP. (SINGLE MANIFOLD SIM.)

ISOLATION VALVE, TYP.

10' MIN. UON

QUICK COUPLER VALVE,

DOWNSTREAM OF

VALVES TYP. WHERE

SHOWN ON PLANS

12

"

BEDDING MATERIAL:

SEE SPECS

12

"

BEDDING MATERIAL:

SEE SPECS

BEDDING MATERIAL:

SEE SPECS

12

"

18" MAX18" MAX

REMOTE CONTROL VALVE, TYP.

INDIVIDUAL ISOLATION VALVES,

FILTERS, AND REGULATORS

NOT REQUIRED WHEN VALVES

ARE INSTALLED IN MANIFOLD

FILTER & PRESSURE REGULATING

VALVE: SIZE EACH FOR MAXIMUM

FLOW THROUGH MANIFOLD

ISOLATION VALVE, TYP.

SUBMAIN: SIZE FOR MAXIMUM

FLOW THROUGH MANIFOLD

MAINLINE

MANIFOLD MAIN: SIZE FOR MAX

FLOW THROUGH MANIFOLD

QUICK COUPLER VALVE,

DOWNSTREAM OF VALVES TYP.

WHERE SHOWN ON PLANS

PC EMITTER, SELF FLUSHING w/

BUG/DUST CAP: SEE IRRIGATION

PLAN LEGEND. INSTALL EMITTER

FLUSH WITH PLANTING SOIL.

1/4" PE DISTRIBUTION TUBE: MAX 5-FT.

SEE SPECS. SEE IRRIGATION PLAN

PLANT BASIN

TRANSFER BARB

4"

FINISH GRADE. SEE SPECS FOR

RELATION TO TOP OF VALVE BOX

10" ROUND PLASTIC VALVE BOX

W/ BOLT DOWN LID: SEE SPECS

BRICK BLOCKING: 2 PER ROUND BOX

RODENT PROTECTION SCREEN:

1/2" X 1/2" 19 GA. WWM, WRAP

ENDS OF SCREEN , TYP.

1/2" CLEAN DRAIN ROCK: BRICK DEPTH

COMPACTED SUBGRADE

COMPR. FITTING & SLIP ADAPTER

1/2" PVC HOSE: COIL 2' IN BOX

BALL VALVE, LINE-SIZE: SEE SPECS

3/4" PE SUPPLY PIPE: MAX

LENGTH 200-FT. SEE SPECS.

TO REMOTE CONTROL VALVE

OR PVC LATERAL IF SHOWN ON

IRRIGATION PLAN

6" GALV. STEEL STAPLE, SEE SPECS.

PRESSURE INDICATOR: SEE

IRRIGATION PLAN LEGEND. INSTALL

SO THAT INDICATOR IS CLEARLY

VISIBLE ON TOP OF MULCH.

36" BOX TREE

MIN. 15' HOSE LENGTH

AT ROOTBALL

PVC ELBOW

NIPPLE AS

REQD.

SOAKER HOSE W/ FEMALE HOSE

END FITTING. SEE INSET FOR

LAYOUT. SEE SPECS.

PVC LATERAL OR PE SUPPLY

PIPE FROM DRIP ZONE VALVE

SOAKER HOSE: INSTALL ON

GRADE AT EDGE OF ROOT

BALL. COVER W/ MULCH PER

SPECIFICATIONS

4"

24-IN BOX PLANT

LOCATE 4 EMITTERS AT

MIDPOINT BETWEEN THE

EDGE OF THE ROOTBALL

AND TRUNK AS SHOWN

1-GALLON PLANT

LOCATE 1 EMITTER AT

MIDPOINT BETWEEN THE

EDGE OF THE ROOTBALL

AND TRUNK AS SHOWN

5-GALLON PLANT

LOCATE 2 EMITTERS AT

MIDPOINT BETWEEN THE

EDGE OF THE ROOTBALL

AND TRUNK AS SHOWN

15-GALLON PLANT

LOCATE 3 EMITTERS AT

MIDPOINT BETWEEN THE

EDGE OF THE ROOTBALL

AND TRUNK AS SHOWN

MULCH PLANTING BASIN IF

REQD. FOR HAND WATERING

FINISH GRADE

PVC RISER

PVC SUPPLY

LINE

48" BOX TREE

MIN. 22' HOSE LENGTH

AT ROOT BALL

NOTES:

1. SEE IRRIGATION LEGEND FOR EMITTER GPH AND CONNECTION METHODS TO SUPPLY LINE

2. SEE SPECS FOR SUPPLY & DISTRIBUTION PIPE

3. FOR PLANTS LARGER THAN 24" BOX, USE SOAKER HOSE OR SUB-SURFACE IRRIGATION AS

SHOWN ON THE PLANS.

24" BOX TREE

MIN. 7' HOSE LENGTH

AT ROOT BALL

15 GAL TREE (NOT SHOWN)

MIN. 5' HOSE LENGTH

INSTALLED AT ROOTBALL

12"12"

COUPLING w/ END CAP, TYP.

NIPPLE / FITTING AS REQD.

P.E. SUPPLY PIPE w/ T FITTING

ALTERNATE

DETAIL AT PVC

NOTE:

1. MAX DOWNSTREAM PRESSURE FROM VALVES SHALL BE 15 PSI

SL

OP

E U

P

SL

OP

E U

P

4"

AT SLOPES GREATER THAN 5%

5

"

5

"

5"

5

"

5

"

SL

OP

E U

P

MULCH PLANTING BASIN IF

REQD. FOR HAND WATERING

6" GALV. STEEL STAPLE,

SEE SPECS.

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IRRIGATION

DETAILS

17.115

06/25/18

THE

P

PARTNERSHIP

AUL DAVIS

AR HIC TECTS & PLANNERS

The Paul Davis Partnership, LLP

286 Eldorado Street

Monterey, CA 93940

(831) 373-2784 FAX (831) 373-7459

EMAIL: [email protected]

NEW EMPLOYEE BREAKROOM

SALINAS TRANSITCENTER ADDITION110 SALINAS ST.SALINAS, CA 93901A.P.N.

JB

Signature

Renewal Date

Date

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12-31-19

11-06-18

AutoCAD SHX Text
Sheet Number:
AutoCAD SHX Text
the acceptance of the restrictions.
AutoCAD SHX Text
contact with them constitutes prima facie evidence of
AutoCAD SHX Text
specifications remains with the architect, and visual
AutoCAD SHX Text
whole or in part is prohibited. Title to the plans and
AutoCAD SHX Text
Re-use, reproduction or publication by any method in
AutoCAD SHX Text
publication thereof is expressly limited to such use.
AutoCAD SHX Text
to the original site for which they were prepared, and
AutoCAD SHX Text
The use of these plans and specifications is restricted
AutoCAD SHX Text
Sheet Title:
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Revisions:
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Project / Owner:
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Drawing Date:
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Drawn By:
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Project Number: