20252023_A1_Exhibit C_Construction Drawings.pdf

L0.0

COVER SHEET

PORTABLE RESTROOM

SCREENING ENCLOSURES

DEVELOPED PARKS

CITY OF EUGENE PROJECT #900203

Know what's below.

before you dig.Call

R

ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-00-0090. You may obtain copies of these rules from the Center by calling (503) 232-1987. If you have any questions about these rules, you may contact the call Center.

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DRAWING INDEX

L0.0 COVER SHEET

L0.1 VICINITY MAPS

L1.0 EROSION CONTROL / TREE PRESERVATION

L2.0 MULTI-UNIT STRUCTURE - OVERVIEW ELEVATION

L2.1 MULTI-UNIT STRUCTURE - FRAMING PLAN

L2.2 MULTI-UNIT STRUCTURE - INTERIOR SECTION / ELEVATION - REAR

L2.3 MULTI-UNIT STRUCTURE - INTERIOR SECTION / ELEVATION - FRONT

L2.4 MULTI-UNIT STRUCTURE - INTERIOR SECTION / ELEVATION - ENDS AND DIVIDERS

L2.5 MULTI-UNIT STRUCTURE - FOUNDATION PLAN

L2.6 SINGLE UNIT STRUCTURE - OVERVIEW PLAN AND ELEVATION

L2.7 SINGLE UNIT STRUCTURE - FOUNDATION PLAN AND INTERIOR SECTION / ELEVATION

L3.0 CONSTRUCTION DETAILS

L3.1 CONSTRUCTION DETAILS

L3.2 CONSTRUCTION DETAILS

L4.0 WESTMORELAND IRRIGATION MODIFICATIONS

L4.1 IRRIGATION DETAILS

L4.2 IRRIGATION DETAILS

L5.0 SITE PLANS

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EGISTERED

OREGON

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EMILY A. PROUDFOOT

SPECIAL INSPECTION: (Periodic, U.N.O) OSSC Table 1705.2 - Steel Construction

1. Material verification of structural steel:

2. Material verification of weld filler materials:

3. Inspection of welding: 1) Complete and partial joint penetration groove welds. 2) Single-pass fillet welds

4. Inspection of steel frame joint details for compliance:

OSSC Table 1705.3 - Concrete Construction

1. Inspect reinforcement and verify placement.

2. Verify use of required design mix.

3. Inspect anchors post-installed in hardened concrete members.

a. Mechanical anchors and adhesive anchors in downward orientation.

4. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete. (CONTINUOUS)

5. Inspect concrete and shotcrete placement for proper application techniques. (CONTINUOUS)

6. Verify maintenance of specified curing temperature and techniques.

7. Inspect formwork for shape, location and dimensions of the concrete member being formed.

OSSC Table 1705.6 - Inspections & Tests of Soils

1. Verify materials below shallow foundations are adequate to achieve adequate the design bearing capacity.

2. Verify excavations are extended to proper depth and have reached proper material.

3. Perform classification testing of compacted fill materials.

4. Verify use of proper materials, densities, and lift thicknesses during placement and compaction of compacted fill.

(CONTINUOUS)

5. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly.

NOT TO SCALE

L0.1

VICINITY MAPS

PROJECT

SITE #1

PROJECT

SITE #4

COBURG R

D.

OAKMONT

WAY

O

AK

W

AY

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AD

ROYAL AVE.

BE

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HW

Y. 99

VICINITY MAPS

PROJECT SITE INDEX

#1 PETERSEN BARN

#2 WESTMORELAND PARK

#3 ALTON BAKER PARK

#4 OAKMONT PARK

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HAWTHORNE AVE.

HWY 105

MARTIN LUTHER KING BLVD.

PROJECT

SITE #3

DAY ISLAND

LEO HARRIS

PROJECT

SITE #2

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HWY 105

PKWY

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W. 24TH AVE.

W. 20TH AVE.

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EROSION AND SEDIMENTATION CONTROL NOTES

General

1. PRIOR TO START OF WORK CONTRACTOR TO MEET ON SITE WITH CITY OF EUGENE PROJECT

MANAGER AND PARKS OPERATIONS STAFF.

2. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH EROSION PREVENTION

STAFF IS REQUIRED.

3. ISSUANCE OF AN EROSION PREVENTION PERMIT APPROVES PROTECTION MEASURES, NOT

CONSTRUCTION OR GROUND DISTURBING ACTIVITIES. IT DOES NOT RELIEVE THE PERMIT HOLDER

AND/OR THE CONTRACTOR FROM OTHER PERMITTING REQUIREMENTS.

4. CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE CITY AMENDED OREGON

STANDARD SPECIFICATIONS FOR CONSTRUCTION AND CITY STANDARD DRAWINGS * (*REQUIRED

FOR PUBLIC IMPROVEMENT PROJECTS ONLY).

5. EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER NATURAL RESOURCE PROTECTION

FENCING AND BARRIERS, ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.

DURING CONSTRUCTION, MEASURES SHALL BE UPGRADED, AS NEEDED OR AS DIRECTED BY THE

CITY INSPECTOR.

6. CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF EROSION AND SEDIMENT

CONTROL MEASURES AND PROTECTION FENCING, IS THE RESPONSIBILITY OF THE PERMIT HOLDER

AND/OR THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND

VEGETATION/LANDSCAPING IS ESTABLISHED AND APPROVED.

7. EROSION AND SEDIMENT CONTROL MEASURES MUST BE CONSTRUCTED IN CONJUNCTION WITH

ALL CLEARING AND GRADING ACTIVITIES, IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND

SEDIMENT LADEN WATER DOES NOT ENTER THE STORMWATER SYSTEM, ROADWAYS, ADJACENT

PROPERTY OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. WHEN DESIGNING AND

IMPLEMENTING MEASURES, THE PERMIT HOLDER AND/OR THE CONTRACTOR SHALL CONSIDER THE SEASONAL VARIATION OF RAINFALL, TEMPERATURE, AND OTHER CLIMATIC FACTORS RELATIVE TO

THE TIMING OF LAND DISTURBANCE ACTIVITIES.

8. EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND

MAINTAINED DAILY AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF

RAIN PER 24 HOUR PERIOD. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE

IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE

INSPECTED A MINIMUM OF ONCE EVERY MONTH AND/OR WITHIN 48 HOURS FOLLOWING STORM

EVENTS. ADDITIONALLY, SITES COVERED UNDER DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ)

PERMITS (1200-C, 1200-CN) MUST COMPLY WITH THOSE PERMIT MONITORING AND

RECORD-KEEPING REQUIREMENTS.

9. DURING THE WET WEATHER SEASON (OCTOBER 15 TO APRIL 30), ALL EXPOSED SOIL AND

STOCKPILE AREAS SHALL BE COVERED, OR OTHERWISE PROTECTED BY A FACILITY (OR

COMBINATION OF FACILITIES) THAT RESULT IN NO STORMWATER RUNOFF LEAVING THE SITE

DURING A 5-YEAR STORM EVENT. FOR DEVELOPMENT SITES OVER 40 ACRES, THE DESIGN STORM

SHALL BE A 10-YEAR STORM EVENT CONSISTENT WITH AN APPROVED CSMP.

10. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL

TIMES. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION HAS BEEN

ESTABLISHED AND THE SITE IS PERMANENTLY STABILIZED. ANY MEASURES THAT ARE DAMAGED

OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY.

11. STABILIZE ALL DISTURBED AREAS WITHIN 50 FEET OF WATERWAYS, WETLANDS OR OTHER

SENSITIVE AREAS WITHIN 7 DAYS OF EXPOSURE.

12. A SUPPLY OF MATERIALS NECESSARY TO MEET THE OUTCOMES AND IMPLEMENT THE CSMP OR

OTHER EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL

TIMES ON THE CONSTRUCTION SITE.

13. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CITY'S

STORMWATER SYSTEM, OR RELATED NATURAL RESOURCES.

14. NO DISCHARGE INTO THE CITY'S STORMWATER SYSTEM OR RELATED NATURAL RESOURCES OF

CONSTRUCTION RELATED CONTAMINANTS RESULTING FROM ACTIVITIES SUCH AS, BUT NOT

LIMITED TO, CONCRETE SAWING, CLEANING OR WASHING OF EQUIPMENT, TOOLS, OR VEHICLES, SHALL OCCUR. A PORTABLE CONCRETE WASHOUT STATION IS REQUIRED AT EACH SITE.

15. ALL WORK PERFORMED FOR THIS PROJECT, INCLUDING PLACEMENT OF APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES, FINISHED GRADING, SEEDING, MULCHING AND CLEAN UP IS

GOVERNED BY THE CONDITIONS AND REQUIREMENTS OF THIS CSMP. COMPLIANCE WITH THESE

REQUIREMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR.

EROSION CONTROL / TREE

PRESERVATION L1.0

EROSION

CONTROL/TREE

PRESERVATION

1. THE PORTABLE CONCRETE WASHOUT STATION SUCH AS OUTPACK OR EQUAL WITH POLY LINER SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON THIS PROJECT. A PORTABLE PLASTIC CONTAINER SUCH AS A LARGE GARBAGE CAN OR "KIDDIE POOL" IS ALSO ACCEPTABLE AS A WASHOUT STATION. SEE NOTE FOR

SAFE DISPOSAL OF LIQUID SLURRY.

2. THE CONCRETE WASHOUT AREA WILL BE REPLACED AS NECESSARY TO MAINTAIN CAPACITY FOR WASTE

CONCRETE AND OTHER LIQUID WASTE.

3. WASHOUT RESIDUE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE.

APPLY CONCRETE SLURRY SOLIDIFIER SUCH AS PRO DRI OR EQUAL TO TURN LIQUID SLURRY INTO GEL FOR SAFE

DISPOSAL.

4. DO NOT WASH OUT CONCRETE TRUCKS OR HAND TOOLS INTO STORM DRAINS, OPEN DITCHES, STREETS, OR

STREAMS.

5. AVOID DUMPING EXCESS CONCRETE IN NON-DESIGNATED DUMPING AREAS.

6. LOCATE WASHOUT AREA AT LEAST 50' (15 METERS) FROM STORM DRAINS, OPEN DITCHES, OR WATERBODIES.

7. WASH OUT WASTES INTO THE WASHOUT AS SHOWN WHERE THE CONCRETE CAN SET, BE BROKEN UP, AND THEN DISPOSED OF PROPERLY. ALLOW LIQUIDS TO DRY OR ADD SLURRY SOLIDIFIER PRIOR TO DISPOSAL.

PORTABLE CONCRETE WASHOUT NOTES

TREE

WOOD, CHAIN LINK OR

ORANGE POLY

CONSTRUCTION FENCING.

ZONE OF

PROTECTION

PROTECTIVE

FENCING

TREE

NOTES:

6' MAXIMUM

BETWEEN STAKES

TYPICAL TREE

PROTECTION FENCING

(NO PAVED SURFACES)

4' MIN.

TREE PRESERVATION FENCING

1. THE CRITICAL ROOT ZONE (CRZ) FOR TREES 4'' DIAMETER OR SMALLER SHALL BE AN AREA

WITH A RADIUS AT LEAST 5' FROM THE TRUNK.

2. THE CRZ FOR TREES OVER 4" DIAMETER SHALL BE AN AREA WITH A RADIUS OF AT LEAST 1'-6"

FROM THE TRUNK FOR EVERY 1" OF DIAMETER SIZE.

3. NO SOIL GRADE CHANGES OR COMPACTION SHALL TAKE PLACE WITHIN THE CRZ, EXCEPT AS

APPROVED.

4. NO STORAGE OF MATERIAL SHALL BE ALLOWED WITHIN THE CRZ.

5. IF WORK IS DONE WITHIN THE CRZ, CARE MUST BE TAKEN TO MINIMIZE ROOT DISTURBANCE.

SPECIAL CARE SHALL BE TAKEN DURING EXCAVATION AND REMOVAL OF EXISTING CURB,

GUTTER, AND SIDEWALKS TO AVOID DAMAGE TO TREE ROOTS. LOCATE EXISTING TREE

ROOTS USING HAND TOOLS OR OTHER APPROVED METHODS SUCH AS AN AIRSPADE.

6. PROTECTIVE FENCING IS REQUIRED WHEN THE WORK AREA IS WITHIN THE CRZ OF TREES,

EXCEPT WHERE PORTIONS OF THE CRZ ARE COVERED WITH PAVEMENT SUCH AS STREETS

OR WALKS.

7. NO ROOT OVER 2'' SHALL BE CUT WITHOUT APPROVAL OF THE URBAN FORESTER (OR AN

APPROVED ARBORIST). ROOTS SHALL BE CUT WITH APPROVED SAWS. NO ROOTS OVER 2"

SHALL BE CUT OR TORN DURING TRENCHING WITH POWER EQUIPMENT SUCH AS BACKHOES

AND TRENCHERS. UTILITY LINES AND IRRIGATION OR OTHER PIPES SHALL BE INSTALLED BY

HAND DIGGING OR TUNNELING UNDER ROOTS, AS NECESSARY, TO AVOID CUTTING ROOTS 2''

AND LARGER.

6' METAL 'T' FENCE

STAKES, TYP.

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0' 1' 2' 4' L2.0

OVERVIEW

ELEVATION

SIGN PANEL

(PROVIDED BY OWNER)

ACCESSIBLE PORTABLE

RESTROOM (BY OTHERS)

NOTES:

1. SEE SHEETS L2.1 -L2.7 FOR STRUCTURE AND SITE DESIGN DOCUMENTATION.

2. SEE SHEETS L3.0 - L3.2 FOR CONSTRUCTION DETAILS.

3. SEE SHEET L3.1 ALTERNATE #1 CONSTRUCTION DETAILS.

4. SEE SPECIFICATIONS FOR MATERIALS.

5. STRUCTURES DESIGNED BASED ON DIMENSIONS PROVIDED BY PORTABLE RESTROOM MANUFACTURER AND

LISTED BELOW. CONTRACTOR TO VERIFY DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

STANDARD UNIT: HEIGHT - 88" (91" EXHAUST), WIDTH - 44" DEPTH: 48"

ACCESSIBLE UNIT: HEIGHT - 90.5" (91" EXHAUST), WIDTH - 66" DEPTH: 86"

7. MATERIALS INDICATED ARE TO DOCUMENT DESIGN INTENT. CONTRACTOR TO PROVIDE SHOP DRAWINGS W/

ACCURATE PRODUCT MATERIALS LIST

8. CONTRACTOR TO VERIFY CONSTRUCTABILITY OF STRUCTURE AS INDICATED IN DRAWINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL NOT KNOWINGLY START WORK IF DISCREPANCIES ARE IDENTIFIED.

9. CONTRACTOR TO PROVIDE WELD DIAGRAM FOR APPROVAL PRIOR TO START OF CONSTRUCTION.

SCREENING PANEL

FRONT POST

MULTI-UNIT STRUCTURE

OVERVIEW ELEVATION

OVERVIEW ELEVATIONA

REAR BEAM

ARCH

SCREENING PANEL FRAME

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0' 1' 2' 4' L2.1

FRAMING

PLAN

FRAMING PLANB

MULTI-UNIT STRUCTURE

FRAMING PLAN

NOTES:

1. SEE SHEETS L2.2 -L2.4 FOR ELEVATIONS.

2. SEE SHEETS L2.2 -L2.4 FOR FOR STRUCTURAL DESIGN INFORMATION, VERTICAL DIMENSIONS AND

MATERIALS INFORMATION.

3. SEE SHEET L2.5 FOR HORIZONTAL DIMENSIONS.

4. SEE SHEETS L3.0 - L3.2 FOR CONSTRUCTION DETAILS.

5. SEE SHEET L3.1 ALTERNATE #1 CONSTRUCTION DETAILS.

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SIDE BEAM ENDS

TYP. - SEE

N

L3.0

HSS 6" x 4" x 3/16" POST.

CAP TOP OF POST

(SQUARE CUT, OR

MITERED, AS INDICATED)

W/ PL 3/16" & BEVEL

GROOVE WELD ALL

AROUND - TYP. ALL POSTS

FRONT BEAM ENDS

TYP. - SEE

HSS 4" x 2" x 1/8" BEAM BOTH WAYS BETWEEN EACH

POST EXCEPT ACROSS FRONT ELEVATIONS,

VERTICAL LOCATION PER ELEVATIONS

REAR BEAM ENDS

TYP. - SEE O

L3.0

C

L2.2

L2.3

D

SIGN PANEL

(PROVIDED BY OWNER)

ENDS OF SIGN

TYP. - SEEQ

L3.0

E

L2.4 P

L3.0

F

L2.4

SIDE BEAM - TYP. (2) PLACES

SURFACE MOUNTING PLATE

DIVIDER BEAM - TYP. (2) PLACES

SLAB ON GRADE BELOW (CONDITIONS

VARY, SHOWN FOR REFERENCE ONLY)

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L2.4

HSS 4" x 2" x 1/8" ARCHED

BEAM, TYP. (2) PLCS

OPP.

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0' 1' 2' 4' L2.2

DETAIL

SECTION /

ELEVATION

MULTI-UNIT STRUCTURE

INTERIOR SECTION / ELEVATION - REAR

INTERIOR REAR ELEVATIONC

7'-2"

6'-1/2"

EQ.

7'

12"

E Q

E Q

NOTES:

1. SEE SHEET L2.1 FOR ELEVATION / SECTION LINE LOCATIONS.

2. SEE SHEETS L2.3 -L2.4 FOR ADDITIONAL ELEVATIONS.

3. SEE SHEETS L2.3 -L2.4 FOR FOR ADDITIONAL STRUCTURAL DESIGN INFORMATION, VERTICAL

DIMENSIONS AND MATERIALS INFORMATION.

4. SEE SHEET L2.5 FOR HORIZONTAL DIMENSIONS.

5. SEE SHEETS L3.0 - L3.2 FOR CONSTRUCTION DETAILS.

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7 3/4"

EQ.EQ.

SCREEN PANEL MOUNTING

PLATE TYP. - SEE

M

L3.0

SHOWN AS WHERE

OCCURRING AT EXISTING

SLAB-ON GRADE

SHOWN AS WHERE OCCURRING AT NEW SLAB-ON GRADE

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0' 1' 2' 4' L2.3

DETAIL

SECTION /

ELEVATION

MULTI-UNIT STRUCTURE

INTERIOR SECTION / ELEVATION - FRONT

INTERIOR FRONT ELEVATIOND

10'-0 1/2"

8'-6 1/2" 8'-10 1/2"

8-1/2"

6" 6"

9'-8 1/2"

5'-6"

NOTES:

1. SEE SHEET L2.1 FOR ELEVATION/SECTION LINE LOCATIONS.

2. SEE SHEETS L2.2 -L2.4 FOR ADDITIONAL ELEVATIONS.

3. SEE SHEETS L2.2 -L2.4 FOR FOR ADDITIONAL STRUCTURAL DESIGN INFORMATION, VERTICAL

DIMENSIONS AND MATERIALS INFORMATION.

4. SEE SHEET L2.4 FOR ADDITIONAL OVERHEAD SIGN INFORMATION.

5. SEE SHEET L2.5 FOR HORIZONTAL DIMENSIONS.

6. SEE SHEETS L3.0 - L3.2 FOR CONSTRUCTION DETAILS.

M

L3.0

N

L3.0

V

L3.2 W

L3.2

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L2.4

DETAIL

SECTION /

ELEVATION

SIGN PANEL - SIDE ELEVATION

SIGN PANEL - PLAN AND REAR ELEVATION

0' 1' 2' 4'

SINGLE AND MULTI-UNIT STRUCTURES

INTERIOR SECTION / ELEVATION - ENDS

AND DIVIDERS

INTERIOR SECTION / ELEVATIONE SIGN PANEL (PROVIDED BY OWNER)G

8'

2'-11"

2'-11"

5" 5 1/4"

7'-0"

7' 8'-6 1/2"

1'-6" 12"

EQ.

1'-10"

6'-8"

1"2"

4"

3 7/8"

F

INTERIOR SECTION / ELEVATION

AT UNIT WITH OVERHEAD ARCH

NOTES:

1. SEE SHEETS L2.1 AND L2.6 FOR ELEVATION / SECTION LINE LOCATIONS.

2. SEE SHEETS L2.2 -L2.3 FOR ADDITIONAL ELEVATIONS.

3. SEE SHEETS L2.2 -L2.3 FOR FOR ADDITIONAL STRUCTURAL DESIGN INFORMATION, VERTICAL DIMENSIONS AND MATERIALS INFORMATION.

4. SEE SHEET L2.3 FOR ADDITIONAL OVERHEAD SIGN INFORMATION.

5. SEE SHEET L2.5 FOR HORIZONTAL DIMENSIONS.

6. SEE SHEETS L3.0 - L3.2 FOR CONSTRUCTION DETAILS.

7. SEE SHEET L3.1 ALTERNATE #1 CONSTRUCTION DETAILS.

1"

M

L3.0

P

L3.0

O

L3.0

SIDE/DIVIDER BEAM

ARCH BEAM

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E Q

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SIDE BEAM

SCREENING PANEL

FRAME CONNECTION

TYP. - SEE

SCREENING PANEL AND

FRAME TYP. - SEE

EXISTING OR NEW

CONCRETE SLAB

EQ.EQ.

G

L2.4

SIGN PANEL TYP. - SEE

BEND FOR CONNECTION TAB

9 7/8" TYP.

9/16" DIAM HOLE FOR 1/2"

THRU-BOLT - TYP.

PL 1/8"

REAR BEAM

TYP. - SEE

R

L3.1

S

L3.1

FOUNDATIONS ARE

WHERE OCCURING AT

EXISTING CONCRETE

SLAB-ON-GRADE

OPP.

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0' 1' 2' 4' L2.5

FOUNDATION

PLAN

MULTI-UNIT STRUCTURE

FOUNDATION PLAN

1'-6"

7'-2" TYP.

8'11'

FOUNDATION PLAN H

W

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17'-6"

U

L3.2

V

L3.2

NEW CONCRETE SLAB

ON GRADE TYP. - SEE W

L3.2

EXISTING CONCRETE

SLAB ON GRADE TYP.

AUGERED FOOTING AT

EXISTING CONCRETE - TYP.

SAWCUT HOLE IN EXISTING

CONCRETE SLAB

SHOWN AS WHERE

OCCURRING AT EXISTING

SLAB-ON GRADE

SHOWN AS WHERE OCCURRING AT NEW SLAB-ON GRADE

POST FOOTING AT EXISTING

CONCRETE SLAB TYP. - SEE

POST FOOTING AT NEW

CONCRETE SLAB TYP. - SEE

3'-0" SQ. x 12" THICK

THICKENED SLAB

FOOTING TYP AT

EACH POST

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0' 1' 2' 4' L2.6

FRAMING

PLAN AND

ELEVATION

SINGLE UNIT STRUCTURE

FRAMING PLAN AND

ELEVATION

FRAMING PLAN I FRONT OVERVIEW ELEVATIONJ

SIGN PANEL

(PROVIDED BY OWNER)

SURFACE MOUNTING

PLATE

NOTES:

1. SEE SHEETS L2.3, 2.4 AND 2.7 FOR ELEVATIONS, DETAILED STRUCTURE DESIGN AND DETAILED SITE DESIGN DOCUMENTATION.

2. SEE SHEET L2.7 FOR HORIZONTAL DIMENSIONS.

3. SEE SHEETS L3.0 - L3.2 FOR CONSTRUCTION DETAILS.

4. SEE SHEET L3.1 FOR ALTERNATE #1 DETAILS.

5. SEE SPECIFICATIONS FOR MATERIALS.

6. STRUCTURES DESIGNED BASED ON DIMENSIONS PROVIDED BY PORTABLE RESTROOM MANUFACTURER AND LISTED BELOW.

CONTRACTOR TO VERIFY DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

STANDARD UNIT: HEIGHT - 88" (91" EXHAUST), WIDTH - 44" DEPTH: 48"

ACCESSIBLE UNIT: HEIGHT - 90.5" (91" EXHAUST), WIDTH - 66" DEPTH: 86"

SLAB-ON GRADE SHOWN FOR

REFERENCE ONLY - BELOW

GRADE CONDITIONS VARY

SIGN PANEL

(PROVIDED BY OWNER)

ACCESSIBLE PORTABLE

RESTROOM (BY OTHERS)

SCREENING PANEL

FRONT POST

SCREENING PANEL FRAME

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ENDS OF SIGN

TYP. - SEE Q

L3.0

HSS 6" x 4" x 3/16" POST.

CAP TOP OF POST (SQUARE CUT, MITERED

AS INDICATED) W/ PL 3/16" & BEVEL GROOVE

WELD ALL AROUND - TYP. ALL POSTS

O

L3.0

HSS 4" x 2" x 1/8" BEAM BOTH WAYS

BETWEEN EACH POST EXCEPT

ACROSS FRONT ELEVATIONS,

VERTICAL LOCATION PER ELEVATIONS

REAR BEAM

ENDS TYP. - SEE

SIDE BEAM ENDS

TYP. - SEE N

L3.0

J

L2.6

L

L2.7 T

L3.1

TYP.

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0' 1' 2' 4' L2.7

FOUNDATION

PLAN AND

ELEVATION

SINGLE UNIT STRUCTURE

FOUNDATION PLAN AND

INTERIOR SECTION / ELEVATION

FOUNDATION PLANK

1'-6" 7'-2"

8'11'

INTERIOR SECTION / ELEVATION - FRONTL

10'-0 1/2"

8'-10 1/2"

8-1/2"

6" 6"5'-6"

7'-2"

NOTES:

1. SEE SHEET L2.6 FOR ELEVATION/SECTION LINE LOCATIONS.

2. SEE SHEETS L2.2 AND L2.4 FOR ADDITIONAL ELEVATIONS.

3. SEE SHEETS L2.2 AND L2.4 FOR FOR ADDITIONAL STRUCTURAL DESIGN INFORMATION, VERTICAL

DIMENSIONS AND MATERIALS INFORMATION.

4. SEE SHEET L2.4 FOR ADDITIONAL OVERHEAD SIGN INFORMATION.

5. SEE SHEET L2.5 FOR ADDITIONAL HORIZONTAL DIMENSIONS.

6. SEE SHEETS L3.0 - L3.2 FOR CONSTRUCTION DETAILS.

7. SEE SHEET L3.1 ALTERNATE #1 CONSTRUCTION DETAILS.

M

L3.0

U

L3.2

W

L3.2

G

L2.4

N

L3.0

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EXISTING CONCRETE

SLAB ON GRADE TYP.

AUGERED FOOTING

AT EXISTING

CONCRETE - TYP.

SAWCUT HOLE IN

EXISTING CONCRETE

SLAB

3'-0" SQ. x 12" THICK

THICKENED SLAB FOOTING

TYP AT EACH POST

NEW CONCRETE

SLAB ON GRADE

TYP. - SEE W

L3.2

V

L3.2

POST FOOTING AT NEW

CONCRETE SLAB TYP. - SEE

U

L3.2

POST FOOTING AT EXISTING

CONCRETE SLAB TYP. - SEE

V

L3.2SHOWN AS WHERE

OCCURRING AT EXISTING

SLAB-ON GRADE

SHOWN AS WHERE OCCURRING

AT NEW SLAB-ON GRADE

SHOWN AS WHERE OCCURRING

AT NEW SLAB-ON GRADE

SHOWN AS WHERE OCCURRING

AT EXISTING SLAB-ON GRADE

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M

SCREENING PANEL MOUNTING

PLATE AND ATTACHMENT

P

N

STEEL POST PER PLAN

SCREENING PANEL FRAMES ATTACHED TO POST, CENTERED

LEFT TO RIGHT - SEE ALSO DETAILS R/L3.1, S/L3.1

SECTION / ELEVATION

PL 1/4" CAP PLATE WELDED TO

FRONT OVERHEAD BEAM

SIDE/DIVIDER BEAM MOUNTING

PLATE AND HARDWARE - SEE

DETAIL O/L3.0

SCREENING PANEL FRAME - SEE DETAILS R/L3.1

AND S/L3.1

STEEL POST PER PLAN

ARCHED BEAM OFFSET 1/8" FROM FACE OF

POST - SEE DETAIL B/L2.1

Q

NTS

SECTION / ELEVATION

SECTION / ELEVATION

NTS

NTS

SECTION / ELEVATION 1"=1'-0"

SIDE OR DIVIDER BEAM

CONSTRUCTION DETAILS L3.0

CONSTRUCTION

DETAILS

FRONT OF MULTI-UNIT STRUCTURE W/ BEAM ARCH

SIDE INTERIOR OVERHEAD ASSEMBLY

FRONT OF STRUCTURE W/ SIGN PANEL

SIDE INTERIOR OVERHEAD ASSEMBLY

SIDE BEAM MOUNTING PLATE

AND ATTACHMENT

SIGN PANEL - SEE G/L2.4

9/16" DIA. HOLE FOR 1/2" DIA.

THRU-BOLT, TYP. (3) PLACES

ALIGN BOTTOM (2) BOLTS W/

BEAM FASTENERS (OPPOSITE

SIDE OF POST WHERE

OCCURING)

MOUNTING PLATE FOR

OVERHEAD SIGN PANEL

1"

5"

EQ

1" MIN.

1 1/8"

9/16" DIA. HOLE FOR 1/2" DIA.THRU-BOLT

2"

1" 2"

4"

1"

NOTES:

1. SEE SPECIAL PROVISIONS FOR SPECIFIED

MATERIALS, FASTENERS AND FINISHES.

A

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EMILY A. PROUDFOOT

1/4"

1/4" MINIMUM

TO OTHER

CONNECTIONS

9/16" DIA. HOLE FOR 1/2" BOLT, TYP. (2) PLACES

REAR BEAM, ALIGN FLUSH WITH

EXTERIOR FACE OF POST

PL 1/4" CAP PLATE

SECTION / ELEVATION NTS

REAR BEAM AND MOUNTING

PLATE AND ATTACHMENT

1" TYP.

2"

1" TYP.

O

1/8"

TWO SIDES

TWO SIDES

3/16"

CL POST FASTENERS AND SCREEN FRAME

OFFSET PERPENDICULAR

THROUGH BOLT

CONNECTIONS 2-1/2"

HSS 2" x 2" x 3/16" SCREEN PANEL FRAME

3/16"

PL 1/4" MOUNTING PLATE

CL

5 3/4"

4"

MITER TOP OF POST TO MATCH ARCH

OR SIGN PANEL, WHERE OCCURRING

OTHER CONNECTIONS NOT

SHOWN WHERE OCCURING

9/16" DIA. HOLE FOR 1/2"

DIA. THROUGH BOLT

3/16"

PL 1/4" MOUNTING PLATE

STEEL POST PER PLAN

MITER TOP OF END POSTS (BEYOND) OR

EXTEND POST UP FOR SIGN ATTACHMENT AT

INTERIOR POSTS (SIM. CONDITION)

TOP OF CAP PLATE FLUSH w/ MITERED

POST CAP, WHERE OCCURING

MITER BEAM & SPLICE

BEAM - SEE DETAIL D/L2.31/8"

PJP

5 5/8"

9/16 DIA. HOLE FOR 1/2" DIA. THRU-BOLT; ALIGN W/ SIGN

FASTENERS OPP. SIDE OF POST, WHERE OCCURING

1/8"

3/16"

PLATE DIMENSION TO MATCH WIDTH

FROM 1/8" BEHIND FACE OF POST TO END

OF WORKABLE FLAT FACE

POST PER PLAN

SIDE BEAM

CL

CL POST AND DIVIDER BEAM

1/2" WELD SHELF

T BASE PLATE AND ANCHORAGE

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PLAN / SECTION NTS

CONSTRUCTION DETAILS L3.1

CONSTRUCTION

DETAILS

ALTERNATE NOTES:

1. OMIT STEEL SCREENING PANEL MOUNTING FRAME SHOWN IN DETAIL R/L3.1

2. OMIT SPECIFIED MOUNTING HARDWARE ATTACHING SCREENING PANEL TO MOUNTING FRAME SHOWN IN DETAIL R/L3.1

3. WELD SCREENING PANELS DIRECTLY TO INTERIOR FACE OF SCREENING PANEL FRAMES AS SHOWN IN DETAIL S/L3.1

SECTION / ELEVATION NTS

BASE BID

SCREENING PANEL ATTACHMENT TO FRAME - BOLTEDR

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EMILY A. PROUDFOOT

PL 3/8" x 1" STEEL SCREENING PANEL MOUNTING

FRAME FLUSH WITH INTERIOR FACE OF SCREENING

PANEL FRAME

SCREENING PANEL FRAME

1/4" x 1" SPECIFIED TAMPER-RESISTANT

BOLTS

SCREENING PANEL MOUNTED ON

EXTERIOR SIDE OF FRAME

STEEL POST

MOUNTING PLATE AND

ATTACHMENT- SEE DETAIL M/L3.0

MOUNTING FRAME SECTION - A-A

10" 1'-1"

8"11"

1 1/2" TYP.

4" MIN. EDGE

DISTANCE ALL

AROUND AT SLAB

ON GRADE

CL

BASE PLATE, ANCHORS GROUP,

& FOOTING TYP. EACH WAY

PL 5/8" BASE PLATE

AUGURED

FOOTING

3/16"

HSS 6" x 4" x 3/16" POST

Ø 24"

15/16" DIAM HOLE FOR 3/4"

DIAM ANCHOR, EMBED 6-1/4"

MIN., TYP. (4) PLACES

(SEE SPECIAL PROVISIONS

FOR ANCHOR REQUIREMENTS)

EXTERIOR PANEL REAR ELEVATION

SPECIFIED SCREENING PANEL

WELDED TO INTERIOR FACE OF

FRAME - SCREEN TO OVERLAP

FRAME 1/2" TYP.

SECTION / ELEVATION NTS

ALTERNATE #1

SCREENING PANEL ATTACHMENT TO FRAME - WELDEDS

SCREENING PANEL FRAME

1/2" OVERLAP

1/2" OVERLAP

EDGE OF FRAME BEYOND

B

B

SCREENING PANEL FRAME

SCREENING PANEL WELDED TO

EXTERIOR SIDE OF FRAME

STEEL POST

MOUNTING PLATE AND

ATTACHMENT - SEE DETAIL N/L3.0

MOUNTING FRAME - SECTION B-BINTERIOR PANEL ELEVATION

SCREENING PANEL MOUNTING

FRAME (SEE SECTION)

SPECIFIED SCREENING

PANEL MOUNTING BOLTS

(SEE SECTION)

SCREENING PANEL FRAME

SCREENING PANEL MOUNTED ON

EXTERIOR SIDE OF FRAME

A

A

DOCS

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CONSTRUCTION DETAILS L3.2

CONSTRUCTION

DETAILS

ANCHOR BOLT - SEE DETAIL T/L3.1

HSS 8" x 6" x 3/16" STEEL POST SURROUND

PL 1/4" CAP PLATE TO MATCH EXTERIOR SHAPE OF

POST SURROUND, TYP. ALL AROUND POST

1/2" DIA. WEEP HOLE AT SURROUND BASE, (4) SIDES

BASE PLATE - SEE DETAIL T/L3.1

(4) #3 REBAR HOOPS AT

@ 10" O.C.

3"

CLR

36"

20"

STEEL POST PER PLAN

18"

U SECTION / ELEVATION NTS

POST FOOTING AND BASE

W SECTION NTS

CONCRETE PAVING

95% COMPACTED SUBGRADE.

2" MIN. DEPTH LEVELING COURSE OF 3/4"-0

CRUSHED ROCK COMPACTED TO 95%

RELATIVE DENSITY, MODIFIED PROCTOR

MIN. 2" DEPTH CONCRETE

OVER ALL REBAR, TYP.

CONCRETE PAVING W/ #4 REBAR

18" O.C. MAX. EACH WAY, ALIGN LONGITUDINAL

BARS PARALLEL WITH DIRECTION OF TRAVEL

AND TRANSVERSE BARS PERPENDICULAR TO

THE PATH OF TRAVEL WHERE OCCURING PER

NOTE #7 BELOW

5-1/2"

1/2" RADIUS.

BACKFILL TO MEET EXISTING

GRADE SMOOTHLY, 5:1 MAX,

WITH APPROVED TOPSOIL

AND RESEED.

CONCRETE NOTES:

1. ALL CONCRETE TO BE 3500 PSI STRENGTH.

2. ALL CONCRETE SURFACES TO BE FINISHED WITH A LIGHT BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL.

3. SCORE JOINTS SHALL BE PLACED EVERY 8' OR AS NEEDED TO FORM SQUARE PANELS.

4. IF WALK IS PLACED ADJACENT TO CURB, JOINTS SHALL MATCH CURB JOINTS TO THE GREATEST EXTENT POSSIBLE AND SHALL BE

PERPENDICULAR TO THE CURB.

5. FORM AREA ON EACH SIDE OF THE WALK SHALL BE BACKFILLED WITH APPROVED ONSITE MATERIAL OR SPECIFIED TOPSOIL TO WITHIN

1/2" OR 3/4" OF TOP OF WALK AND FINISHED PER THE LANDSCAPE PLANS.

6. ALL CONSTRUCTION (COLD) JOINTS SHALL BE DOWELED WITH 12" LONG #4 SMOOTH DOWELS, LUBRICATED ON ONE END, AT 24" ON

CENTER ALONG LENGTH OF JOINT. DOWELS SHALL BE PARALLEL TO EACH OTHER AND PERPENDICULAR TO JOINT.

7. SUBMIT SCORING PLAN FOR APPROVAL MIN. 5 DAYS PRIOR TO FIRST POUR.

8. REINFORCEMENT AND COLUMN ANCHOR INSTALLATION TO BE APPROVED PRIOR TO PLACEMENT OF CONCRETE

9. ALL BOLTS, NUTS AND WASHERS TO BE "GALVANIZED HIGH-STRENGTH" AS SPECIFIED IN COE STANDARD SPECIFICATION SECTION 02560.

10. SLOPE CONCRETE 1.5%. FOOTINGS TO REMAIN FLUSH WITH FINISHED GRADE OF ADJACENT PAVING.

3" CLEAR

(4) #4 REBAR VERTICAL

AT EQUAL SPACING

AROUND PERIMETER

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EMILY A. PROUDFOOT

1-1/2" MAX. NSHS GROUT

EXISTING CONCRETE SLAB WHERE OCCURING

(3) #4 REBAR AT EQUAL SPACING

BOTH WAYS, 3" CLEAR OF BASE

SECTION / ELEVATION NTS

POST FOOTING AND BASEV

3/16"

TWO SIDES

SEE DETAIL T/L3.1 FOR ANCHOR

BOLTS AND BASE PLATE

3" CLR

3"

CLR

3" CLR

12"

40"

SEE DETAIL U/L3.2 TOP PLATE

AND SURROUND

3" CLEAR

SLAB REINFORCED PER PLAN

AUGER HOLE, (JET VAC

HOLE NOT PERMITTED)

L4.0

WESTMORELAND

IRRIGATION

MODIFICATIONS

NOTES:

1. SEE SHEET L0.1 FOR PROJECT SITE VICINITY MAP.

2. CONTRACTOR TO STAKE FINAL LOCATIONS FOR APPROVAL PRIOR TO START OF

CONSTRUCTION.

3. SEE SHEETS L4.1 AND L4.2 FOR IRRIGATION DETAILS

4. SEE SPECIFICATIONS FOR IRRIGATION EQUIPMENT AND INSTALLATION REQUIREMENTS

A

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EMILY A. PROUDFOOT

WESTMORELAND IRRIGATION

MODIFICATIONS0' 4' 8' 16'

CUT AND CAP EXITING LATERAL TO

REMAIN BEYOND AREAS OF WORK

REMOVE EXISTING HEAD FROM WEST SIDE

OF COURTS AND PROVIDE TO OWNER

LATERAL LINE CAPPED UNDER

PREVIOUS CONTRACT

EXISTING HEAD RELOCATED

WEST OF NEW CONCRETE

UNDER PREVIOUS CONTRACT

*x xx x x x x x x x

REMOVE EXISTING HEAD FOR

RE-INSTALLATION WEST OF NEW

STRUCTURE

REMOVE EXISTING HEADS FOR

RE-INSTALLATION NORTH OF NEW WALK REMOVE EXISTING HEADS FOR

RE-INSTALLATION NORTH OF NEW WALK

x x x

CUT AND CAP EXITING LATERAL TO

REMAIN BEYOND AREAS OF WORK

IRRIGATION DEMOLITION 1

RELOCATE EXISTING HEAD AT NW

CORNER OF NEW STRUCTURE

RELOCATE THREE HEADS TO NORTH OF NEW

WALK AND INSTALL NEW LATERAL CONNECTING

TO EXISTING LATERALS TO REMAIN

RECONSTRUCT LATERAL LINE

AROUND NEW CONCRETE

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IRRIGATION RESTORATION2

PROTECT EXISTING LATERAL TO REMAIN

PROTECT EXISTING MAINLINE TO REMAIN

PROTECT EXISTING

VALVES TO REMAIN

RECONNECT NEW LATERALS TO EXISTING LATERALS TO REMAIN

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L4.1

IRRIGATION

DETAILS

REMOTE CONTROL VALVE ASSEMBLY (IF APPLICABLE)

IRRIGATION DETAILS

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EMILY A. PROUDFOOT

2 IRRIGATION HEAD INSTALLATION

3"-4"

SECTION

2'' SAND BASE.

SIZE PIPE AS SHOWN

ON PLANS. ANGLE TO COVER

DEPTH PER SPECIFICATIONS.

INSTALL REDUCER

BUSHINGS HERE IF

REQUIRED.

T.O.E. SCH. 80 NIPPLE,

12" LENGTH MIN.

IRRIGATION WIRES AND

EXTRA WIRE COILED TO

PROVIDE 48" WIRE ABOVE

GRADE.

ELECTRIC REMOTE

CONTROL VALVE.

SCH. 80 NIPPLE, 3''

LENGTH.

GEOTEXTILE FABRIC COVERING

ANY HOLES (TYP. ALL SIDES).

MAINLINE.

INSTALL REDUCER BUSHINGS

HERE IF REQUIRED.

PIPE SAME SIZE AS VALVE.

T.O.E. SCH. 80 NIPPLE, 12"

LENGTH MIN., LINE SIZE. PLUMB

THROUGH UPPER VALVE BOX

OPENING.

SXS-90 SCH. 80, 90 DEGREE.

FINISH GRADE.

GATE VALVE, SAME SIZE AS ELECTRIC

REMOTE CONTROL VALVE.

SPECIFIED VALVE BOXES (2), INSTALL ALL

BOXES FLUSH WITH GRADE, PROVIDE

STAINLESS STEEL LOCKING BOLT AND WASHER

AT EACH BOX LID, SECURE ALL DOUBLE BOXES

TOGETHER W/ SS SCREWS (6 PER BOX,TYP.).

SXS-90 SCH. 80, 90 DEGREE.

M

AX

NOTE:

1. USE SWING JOINT ON ALL POP-UP HEADS SIZED TO HEAD INLET. SWING JOINTS UNDER 1" MAY USE MARLEX ELLS AND A PVC STREET ELL TO REPLACE THE 3" NIPPLE. DO NOT USE SIDE INLETS

PROVIDED ON SOME HEADS.

2. DO NOT USE SWING PIPE IN APPLICATIONS THAT REQUIRE OVER 4 G.P.M.

FUNNY PIPE 12" MIN.,

36" MAX. LENGTH

USE BOTTOM

INLET ONLY

FINISH GRADE.

COMPACTED SOIL.

PVC SCH 40 STREET ELL.

PVC SCH 40 TEE OR ELL.

POP UP ROTOR HEAD.

SEE PLANS FOR MODELS.

TxT 3'' PVC SCH

80 NIPPLE.

PVC SCH 40 ELL.

MIN. 12" LENGTH SCH 80 NIPPLE,

OR LONGER AS REQUIRED TO

ACHIEVE MAX. 30° ANGLE FROM

LATERAL LINE.

PVC LATERAL PIPE.

PVC SCH 40 STREET ELL.

POP UP SPRAY HEAD. SEE PLANS FOR

MODELS.

FINISH GRADE.

MULCH OR SOIL PER LANDSCAPE

PLANS.

COMPACTED SOIL.

PVC LATERAL PIPE

1/2" MARLEX

STREET ELL

FLOW

SECTION

SECTION

2" MALE NPT X 0.49" SPIRAL BARB ELBOW,

TYP. EACH END OF FUNNY PIPE.

PVC SCH 40 TEE OR ELL.

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L4.2

IRRIGATION

DETAILS

IRRIGATION DETAILS

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EMILY A. PROUDFOOT

IRRIGATION TRENCH AND PIPE INSTALLATION IRRIGATION SLEEVING (IF APPLICABLE)3 4

PIPE DEPTH

AS SPECIFIED

MIN. 1.5 X OUTSIDE

PIPE DIAMETER.

FINISH GRADE & FINAL

PAVEMENT ELEVATION.

SEE PLANS.

SPECIFIED SURFACING.

SPECIFIED BASE ROCK.

EXISTING SUBGRADE

CLASS 'B' OR 'D' TRENCH

BACKFILL. COMPACT AS

SPECIFIED.

SPECIFIED BEDDING AND

PIPE ZONE MATERIAL.

COMPACT AS SPECIFIED.

SLEEVES

MAINLINE: 6" SLEEVE + 2" WIRE SLEEVE

LATERALS: 4" MIN. OR TWICE THE SIZE

OF THE INSERTED PIPE(S).

SECTION

15"

24"

MIN. 1.5 X OUTSIDE

PIPE DIAMETER

BACKFILL TO FINISH GRADE

AND RESEED OR MULCH PER

PLANS AND SPECIFICATIONS.

FINISH GRADE.

CLEAN BACKFILL, SEE

SPECIFICATIONS.

LATERAL LINE.

EXISTING SUBGRADE.

SAND BED/ COVER, IF

REQUIRED, SEE

SPECIFICATIONS.

MAINLINE.

COMMUNICATION WIRE.

SECTION

IRRIGATION WIRE.

NOTE: SEE UTILITY DETAILS FOR

"COMMON UTILITY TRENCH" IF

IRRIGATION INSTALLED IN

COORDINATION WITH OTHER

TRENCH AND UTILITY WORK.

NOTE:

1. PROVIDE SPLICE BOX FOR ALL EXISTING

WIRES TO BE CONNECTED TO NEW WIRES.

2. CLEARLY LABEL ALL WIRES AND PROVIDE

ADDITIONAL WIRE LOOPS TO SUPPLY A MIN.

48" LENGTH OF EACH VALVE WIRE AND

COMMON WIRE ABOVE FINISH GRADE.

3. ALL NEW WIRE REQUIRED TO PROVIDE

POWER FOR A FULLY FUNCTIONAL SYSTEM

SHALL ALSO BE LOOPED AS NOTED ABOVE IN

THE SAME LOCATION.

4. CONNECT ALL WIRES TO NEW AND EXISTING

ZONE VALVES AS SHOWN IN PLANS.

SPECIFIED WIRE CONNECTORS

BRICK (1 OF 4)

NEW MAINLINE AND WIRES

SPLICE BOX: CARSON #1419-12, GREEN,

T-COVER LABELED 'ELECTRIC'

WIRE EXTENSIONS WITH

MIN. 48" COILS.

EXISTING MAINLINE AND WIRES

SECTION

IRRIGATION WIRE SPLICE BOX (IF APPLICABLE)5

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L5.0

SITE PLANS

PETERSEN BARN PARK

SITE PLANS

GENERAL NOTES:

1. SEE SHEET L0.1 FOR PROJECT

SITE VICINITY MAPS.

2. EXACT LOCATIONS TO BE

COORDINATED WITH OWNER'S

REPRESENTATIVE AND FIELD.

3. CONTRACTOR TO STAKE FINAL

LOCATIONS FOR APPROVAL

PRIOR TO START OF

CONSTRUCTION.

REGISTERED

A

N D

SCAPE ARCHIT

E

C T

5/12/00

EMILY A. PROUDFOOT

NOTES:

1. NEW CONCRETE TO SLOPE 1.5% MIN - 2% MAX.

2. RELOCATE EXISTING PORTABLE RESTROOM DURING CONSTRUCTION AT LOCATION

IDENTIFIED BY OWNER'S REPRESENTATIVE IN FIELD.

MAINTAIN 6' MINIMUM WIDTH USEABLE PATH WHEN

CONSTRUCTION ACTIVITY IS NOT OCCURRING.

OAKMONT PARK

PROTECT EXISTING RESTROOM

BUILDING AND ADJACENT PLANTINGS

PROTECT EXISTING

ASPHALT PAVING TO REMAIN

PEDESTRIAN ROUTE TO

REMAIN OPEN DURING

CONSTRUCTION

ALTON BAKER PARK

2 WESTMORELAND PARK

NEW WOODCHIP CONNECTION

TO EXITING TRAIL BY OTHERS

CONSTRUCT CONCRETE PAVING AND 5' WIDTH WALK

ABUTTING TENNIS COURTS PER DETAIL W/L3.2

CONSTRUCT NEW CONCRETE PAD FOR RESTROOM WITH REINFORCED

CORNERS PER DETAIL V/L3.2 AND DOWEL TO NEW ADJACENT PAVING AND

TENNIS COURT PER DETAIL W/L3.2

SAWCUT EXISTING WALK TO LOCATION

WHERE WIDTH IS 5', CONNECT NEW

CONCRETE WALK TO EXISTING

CONCRETE PAVING TO REMAIN

SAWCUT AND REMOVE EXISTING

CONCRETE PAVING

CONSTRUCT NEW CONCRETE PAD WITH

INTEGRATED FOOTINGS PER DETAIL V/L3.2

CONSTRUCT PORTABLE RESTROOM

SCREENING ENCLOSURE

NOTES:

1. SLOPE ALL PAVING 1.5% MIN, 2% MAX AWAY FROM COURTS. SCREENING ENCLOSURE PAD

TO BE CONTINUOUS SLOPE.

2. SEE SHEET L5.0 FOR EXISTING IRRIGATION MODIFICATIONS.

NOTES:

1. RELOCATE EXISTING PORTABLE RESTROOM DURING CONSTRUCTION AT LOCATION

IDENTIFIED BY OWNER'S REPRESENTATIVE IN FIELD.

CORE DRILL EXISTING ASPHALT

PAVING TO REMAIN AND

CONSTRUCT NEW CONCRETE

FOOTINGS PER DETAIL U/L3.2

CONSTRUCT (2) UNIT PORTABLE

RESTROOM ENCLOSURE ON EXISTING

ASPHALT PAVING TO REMAIN

CONSTRUCT NEW PORTABLE RESTROOM

SCREENING ENCLOSURE

NOTES:

1. RELOCATE EXISTING PORTABLE RESTROOM DURING CONSTRUCTION

AT LOCATION IDENTIFIED BY OWNER'S REPRESENTATIVE IN FIELD.

MAINTAIN 6' MINIMUM WIDTH

ACCESSIBLE ROUTE WHEN

CONSTRUCTION ACTIVITY IS NOT

OCCURRING.

CONSTRUCT NEW CONCRETE EXTENSION

WITH INTEGRATED FOOTINGS PER DETAIL

V/L3.2 AND DOWEL TO EXISTING

CONCRETE PER DETAIL W/L3.2

PROTECT EXISTING CONCRETE

PAVING TO REMAIN

CORE DRILL EXISTING CONCRETE

PAVING TO REMAIN AND

CONSTRUCT NEW CONCRETE

FOOTINGS PER DETAIL U/L3.2

SAWCUT EXISTING CONCRETE TO WIDTH OF NEW

PORTABLE RESTROOM PAD EQUAL DISTANCE

BOTH SIDES FROM CENTERLINE OF PAD AND

PERPENDICULAR TO WALK

CONSTRUCT PORTABLE RESTROOM

ENCLOSURE ON COMBINATION OF EXISTING

CONCRETE PAVING TO REMAIN AND NEW

CONCRETE PAVING

CL

INTEGRATED

FOOTINGS/PAD OFFSET 2'

MIN. FROM EDGE OF PATH

CONCRETE PAVING CONNECTION TO

EXISTING PATH DOWELED BOTH SIDES PER

DETAIL W/L3.2

90°

FACE OF POST OFFSET 3'

MIN. FROM EDGE OF PATH