01_SCCP_BID_SET_DRAWINGS_Part3~3.pdf

PDF 27 MB Posted Oct 5, 2023

Attached to: Class 6 Cargo Truck Purchase
Solicitation number: S-177000-00008330
Issued by: Marion County, Oregon

About this file

Written by GovTribe AI · Mar 9, 2026

This document is a comprehensive set of construction bid drawings and specifications for the Santa Clara Community Park Phase I project in Eugene, Oregon, involving multiple design disciplines including structural, architectural, plumbing, mechanical, and electrical systems. The project encompasses the construction of a pedestrian bridge, a 980 square-foot restroom and service building, and associated site improvements including lighting, drainage, and utilities. The bid set includes detailed structural drawings for a contractor-designed steel-framed pedestrian bridge with concrete end panels and wing walls, foundation plans for a concrete slab-on-grade restroom building with concrete masonry unit (CMU) walls, and comprehensive MEP (mechanical, electrical, plumbing) coordination drawings. The restroom building includes three family restrooms, a service core with storage, and a service chase, with specifications for concrete strength (4,000 PSI), reinforcing steel details, and construction sequences. The document package includes foundation and floor plans, roof framing plans, interior and exterior elevations, detailed sections, and equipment schedules for all building systems.

Pricing for this project will be based on lump-sum or unit pricing as established through the competitive bidding process, with contractors responsible for all substructure installation, metering equipment, and service laterals including trenching, conduit installation, and electrical connections. The specifications require compliance with the Oregon Structural Specialty Code (OSSC), AASHTO guidelines for pedestrian bridge design, and current building codes including ASHRAE 90.1-2019 for energy efficiency. Key design criteria include an H10 design vehicle load for the bridge, a 90 PSF pedestrian live load, and 150 PCF concrete self-weight. Contractors must submit shop drawings, concrete mix designs, and delegated design submittals bearing professional engineer seals for approval prior to fabrication. The project includes special inspection requirements for structural masonry and concrete placement, with the Structural Engineer of Record performing observations at critical construction stages. No specific funding source or budget ceiling is identified in the drawings, though the scope suggests a substantial capital project involving coordination between landscape architecture, civil, structural, and building system designers.

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AS NOTED

K:\2022\10022200439\Drafting\10022200439_S0-01.dwg Anthony Do 9/25/2023 2:52 PM

DateRev. # By

A C

O M

M U

R K

- P H

10022200439

09/29/2023DATE:

SCALE:

CHECKED BY:

DRAWN BY:

PROJECT #:

111 SW Fifth Ave., Suite 2600 Portland, OR 97204

O: 503.227.3251 F: 503.227.7980 www.kpff.com

DRAWING INDEX

AND GENERAL

STRUCTURAL

NOTES

S0.01

GENERAL

STRUCTURAL DRAWINGS ARE A PART OF THE CONTRACT DOCUMENTS AND ARE COMPLEMENTARY TO THE LANDSCAPE ARCHITECTURE AND CIVIL DRAWINGS, THE SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THE CONTRACT DOCUMENTS INTO THEIR SHOP DRAWINGS AND WORK. AS REQUIRED BY THE GENERAL CONDITIONS, THE CONTRACTOR SHALL PROMPTLY REPORT TO THE CITY PROJECT MANAGER ANY ERRORS, INCONSISTENCIES, OR OMISSIONS IN THE CONTRACT DOCUMENTS

DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR.

THE GENERAL STRUCTURAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. WHERE CONFLICT EXISTS, THE MORE STRINGENT OR

RESTRICTIVE REQUIREMENT SHALL GOVERN UNITL CLARIFICATION IS REQUESTED.

CODE REQUIREMENTS:

CONFORM TO THE AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2ND EDITION.

TEMPORARY CONDITIONS:

THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE

CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES UNTIL COMPLETION.

CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF

THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.

ASSUMED FUTURE CONSTRUCTION:

VERTICAL: NONE

HORIZONTAL: NONE

DESIGN CRITERIA

DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED PER OSSC:

GRAVITY SYSTEM CRITERIA

OCCUPANCY OR USE UNIFORM LOAD CONCENTRATED LOAD

PEDESTRIAN 90 PSF L.L. -

SERVICE VEHICLE - H10 DESIGN VEHICLE

CONCRETE SELF-WEIGHT 150 PCF D.L. -

SOIL SELF-WEIGHT 120 PCF D.L. -

STRUCTURAL OBSERVATIONS

THE STRUCTURAL ENGINEER OF RECORD (SEOR) WILL PERFORM STRUCTURAL OBSERVATIONS BASED ON THE REQUIREMENTS OF THE OSSC AT THE STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT ADVANCED NOTICE AND ACCESS FOR THE SEOR TO PERFORM THESE OBSERVATIONS.

ITEM COMMENTS

PRIOR TO FIRST CONCRETE POUR AFTER REBAR PLACEMENT

AS REQUIRED TO ADDRESS STRUCTURAL ISSUES

A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT.

STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWINGS AND DOES NOT

ALLEVIATE ANY SPECIAL INSPECTION REQUIREMENTS.

SPECIAL INSPECTIONS AND TESTING

SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS.

SUBMITTALS

SUBMIT SHOP DRAWINGS AND OTHER SUBMITTALS TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION OF STRUCTURAL ITEMS. IF THE SUBMITTALS DIFFER FROM OR ADD TO THE STRUCTURAL CONTRACT DOCUMENTS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE PROJECT MANAGER AND ARE SUBJECT

TO REVIEW AND ACCEPTANCE BY THE SEOR.

FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE

SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION.

THE USE OF REPRODUCTIONS OR PHOTOCOPIES OF THE CONTRACT DRAWINGS SHALL NOT BE PERMITTED. WHEN CAD OR REVIT FILES ARE PROVIDED TO THE CONTRACTOR OR SUBCONTRACTORS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR/SUBCONTRACTOR TO REMOVE ALL INFORMATION NOT DIRECTLY RELEVANT TO THE SCOPE OF THE SUBMITTAL

AS WELL AS ALL REFERENCES TO OUTSIDE SOURCE FILES.

DELEGATED DESIGN SUBMITTALS SHALL INCLUDE DESIGN DRAWINGS AND CALCULATIONS FOR ITEMS THAT ARE DESIGNED BY OTHERS. DELEGATED DESIGN SUBMITTALS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OREGON ON EVERY DRAWING SHEET AND ON THE CALCULATION COVER SHEET, AND SHALL BE SUBMITTED TO THE PROJECT MANAGER AND ENGINEER PRIOR TO FABRICATION. CALCULATIONS AND DETAILS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS.

DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER "DESIGN CRITERIA".

SUBMITTALS

SUBMITTALS AND DELEGATED DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING:

ITEM SUBMITTAL

DELEGATED

DESIGN

SUBMITTAL

COMMENTS

CONTRACTOR DESIGNED PEDESTRIAN BRIDGE X

CONCRETE MIX DESIGNS X

CONCRETE REINFORCEMENT X

CONCRETE ANCHORAGES X

EMBEDDED STEEL ITEMS X

CONSTRUCTION JOINT LAYOUT X

CONCRETE MIX DESIGNS

CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE OSSC. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD CYLINDER TESTS PER ASTM C39. CONCRETE MIX TO BE DESIGNED AND PROPORTIONED BY THE CONTRACTOR IN ACCORDANCE WITH ACI 318-14 CHAPTER 26, ACI 301-16

CHAPTER 4 AND THE FOLLOWING INFORMATION:

USE f'c

(PSI)

TEST AGE

(DAYS)

MAX. W/CM

RATIO

MAX. AGG.

SIZE EXPOSURE CLASS

ALL CONCRETE 4,000 28 0.45 3/4" F2 S0 W1 C1

TABLE NOTES:

1. REF. ACI 318-14 TABLE 19.3.2.1 FOR ADDITIONAL MIX REQUIREMENTS SPECIFIC TO EXPOSURE CLASS.

2. ALL CONCRETE MIXES TO BE NORMAL WEIGHT CONCRETE, U.N.O.

3 ESTABLISH WATER-CEMENTITIOUS MATERIAL RATIO PER ACI 301-16 CHAPTER 4.

8. VERIFY WATER-CEMENTITIOUS MATERIAL RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH MOISTURE

SENSITIVE FLOOR COVERINGS.

9. REFERENCE SLABS EXPOSED TO VIEW GENERAL NOTES FOR ADDITIONAL MIX REQUIREMENTS.

PORTLAND CEMENT CONTENT MAY BE REPLACED WITH FLY ASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A) TYPE F OR TYPE C, SLAG CEMENT CONFORMING TO ASTM C989, AND SILICA FUME CONFORMING TO ASTM C1240 PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA.

FOR MIX DESIGNS WITH f'c = 5,000 PSI OR LESS, SLAG CEMENT MAY BE SUBSTITUTED FOR FLY ASH AT A 1:1 RATIO WITHOUT TEST DATA. WHEN SLAG CEMENT IS SUBSTITUTED IN HIGHER STRENGTH MIXES OR AT A DIFFERENT RATIO, THE MIX STRENGTH MUST BE SUBSTANTIATED BY TEST DATA.

LIMITS ON CEMENTITIOUS MATERIALS FOR CONCRETE

ASSIGNED TO EXPOSURE CLASS F3

CEMENTITIOUS MATERIALS MAXIMUM PERCENT OF TOTAL CEMENTITIOUS

MATERIALS BY MASS

FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 25%

SLAG CEMENT CONFORMING TO ASTM C989 50%

SILICA FUME CONFORMING TO ASTM C1240 10%

TOTAL OF FLY ASH OR OTHER POZZOLANS AND SILICA FUME 35%

TOTAL OF FLY ASH OR OTHER POZZOLANS, SLAG CEMENT, AND SILICA FUME 50%

ALL CONCRETE SUBJECT TO EXPOSURE CLASSES F1, F2 OR F3 SHALL BE AIR ENTRAINED. AIR-ENTRAINING AGENTS SHALL CONFORM TO ASTM C260. THE AMOUNT OF ENTRAINED AIR SHALL BE ACCORDING TO ACI 318-14 TABLE 19.3.3.1 AS INDICATED BELOW WITH A FIELD TOLERANCE OF ± 1.5 PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK.

CONCRETE MIX AIR CONTENT

MAX. AGGREGATE SIZE CONCRETE SUBJECT TO CONT. MOISTURE AND/OR DEICING CHEMICALS

(EXPOSURE CLASS F2 AND F3)

3/8" 7.5%

1/2" 7.0%

3/4" 6.0%

1" 6.0%

1-1/2" 5.5%

CONCRETE MIX AIR CONTENT MAY BE REDUCED BY 1.0% FOR f'c > 5,000 psi.

THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS ALONG WITH TEST DATA COMPLIANT WITH ACI 301-16 AND ACI 318-14 A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE

CONCRETE SUPPLIER AND SEOR IN CONJUNCTION WITH THE CONCRETE MIX DESIGN.

DRAWING INDEX

S0.01 DRAWING INDEX AND GENERAL

STRUCTURAL NOTES

S0.02 GENERAL STRUCTURAL NOTES

S2.01 PLAN AND ELEVATION

S5.01 DETAILS

S5.02 DETAILS

S6.01 BRIDGE DETAILS

H10 DESIGN VEHICLE

4 KIPS 16 KIPS

4 KIPS 8 KIPS

2 KIPS 8 KIPS

6' -0

14'-0"

12/31/23

AS NOTED

K:\2022\10022200439\Drafting\10022200439_S0-02.dwg Anthony Do 9/25/2023 2:52 PM

DateRev. # By

A C

O M

M U

R K

- P H

10022200439

09/29/2023DATE:

SCALE:

CHECKED BY:

DRAWN BY:

PROJECT #:

111 SW Fifth Ave., Suite 2600 Portland, OR 97204

O: 503.227.3251 F: 503.227.7980 www.kpff.com

GENERAL

STRUCTURAL

NOTES

S0.02

CONCRETE REINFORCING STEEL

CONCRETE REINFORCEMENT SHALL BE ASTM A615 UNCOATED.

ALL REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL OR PLASTIC CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI MNL-66 "ACI DETAILING MANUAL". SHOP DRAWINGS SHALL INCLUDE

ELEVATIONS OF ALL BEAMS, WALLS AND COLUMNS SHOWING BAR LOCATIONS.

REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN THE FIELD WITHOUT APPROVAL OF THE SEOR. PREHEATING METHODS SHALL BE

SUBMITTED TO THE SEOR FOR APPROVAL PRIOR TO BENDING OF BARS #6 OR LARGER.

LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULES, EXCEPT AS NOTED ON DRAWINGS. USE LAP LENGTH FOR SMALLER BAR WHEN SPLICING DIFFERENT BAR SIZES. BARS SPLICED WITH NONCONTACT LAPS SHALL BE SPACED NO FARTHER THAN 1/5TH THE LAP LENGTH OR 6 INCHES. MECHANICAL SPLICES NOTED ON THE PLANS SHALL BE DAYTON SUPERIOR BAR-LOCK OR TAPER-LOCK COUPLERS (UES ER-319) OR

APPROVED EQUAL WITH A CURRENT EVALUATION REPORT.

TYP. WALL AND SLAB LAP SPLICE LENGTH SCHEDULE (IN.) - 60 KSI

BAR

SIZE

ALL REINFORCING STEEL

4,000

PSI

#3 16

#4 26

#5 32

#6 38

TABLE NOTES:

1. SPLICE LENGTHS ARE FOR MEMBERS THAT ARE NOT PART OF THE SFRS. REFERENCE PLANS AND ELEVATIONS FOR LAP SPLICES LENGTHS

AT SFRS ELEMENTS.

2. SPLICE LENGTHS APPLY TO ASTM A615 OR ASTM A706 GRADE 60 DEFORMED REINFORCING BARS ONLY.

3. SPLICE LENGTHS ARE BASED ON THE CLEAR COVER AND MINIMUM BAR CLEAR SPACING INDICATED BELOW.

4. SPLICE LENGTHS APPLY TO NORMAL WEIGHT CONCRETE ONLY. MULTIPLY TABLE VALUES BY 1.3 FOR LIGHT-WEIGHT CONCRETE.

5. SPLICE LENGTHS APPLY TO UNCOATED BARS ONLY. MULTIPLY TABLE VALUES BY 1.5 FOR EPOXY-COATED BARS.

6. COMBINATIONS OF EFFECTS DUE TO CONCRETE STRENGTH, CONCRETE WEIGHT, AND EPOXY COATING ARE CUMULATIVE.

7. SLAB, FOUNDATION AND MAT TOP BARS ARE BARS CAST ABOVE MORE THAN 12" OF FRESH CONCRETE. ALL OTHER SLAB BARS MAY BE

CONSIDERED BOTTOM BARS.

REINFORCING STEEL SHALL HAVE PROTECTION AND SPACING AS FOLLOWS:

CONCRETE COVER

USE CLEAR COVER MIN. CLEAR SPACING

CONCRETE CAST AGAINST AND EXPOSED TO EARTH 3" 3db OR 1"

ALL OTHER CONCRETE 2" 3db OR 1"

10 20 300-10-20-30

60" DEEP TRUSS FROM

TOP OF DECK

18" TOP OF DECK TO

BOTTOM OF STRUCTURE

CONCRETE FOOTING

TYP. EACH END OF BRIDGE

1/4"=1'-0"1 PLAN

1/4"=1'-0"2 ELEVATION

APPROXIMATE

EXISTING GRADE

-40

42" HIGH PEDESTRIAN RAIL

S5.01

'-0

" I N

C E

O F

D E

E O

F R

55'-0' CL BEARING TO CL BEARING CONTRACTOR DESIGNED,

STEEL FRAMED PEDESTRIAN BRIDGE

CL. BRIDGE

CONCRETE END PANEL

WING WALL

BOTTOM OF THE

FOOTING EL. 371.5

TOP OF PATHWAY

EL. 379

TOP OF PATHWAY

EL. 379

BOTTOM OF THE FOOTING

EL. 371.5

S5.02

S5.01

CL ABUTMENT 1

S6.01

CL ABUTMENT 2

S5.02

WING WALL

REF. S5.01

2' -0

S6.01

REF. S5.01

1' -0

" M

E U

N D

G E

TYP.

NOTE:

REF. LANDSCAPE DRAWINGS FOR

BRIDGE LOCATION.

AS NOTED

K:\2022\10022200439\Drafting\10022200439_S2-01.dwg Anthony Do 9/25/2023 2:52 PM

DateRev. # By

A C

O M

M U

R K

- P H

10022200439

09/29/2023DATE:

SCALE:

CHECKED BY:

DRAWN BY:

PROJECT #:

SCALE

1 INCH = 50 FEET

50 100

111 SW Fifth Ave., Suite 2600 Portland, OR 97204

O: 503.227.3251 F: 503.227.7980 www.kpff.com

PLAN AND

ELEVATION

S2.01

1 1/2"=1'-0"1 SECTION AT ABUTMENT

1 1/2"=1'-0"2 DETAIL

1' -6

#4 @ 6" o.c. 90°

HOOK STAND

#6 HORIZ.8"

#4 @ 12" o.c.

STIRRUPS

#4 @ 6" o.c.

1' -0

S5.01

S5.02

#4 @ 6" o.c.

90° HOOK EACH END

#4 @ 12" o.c. HORIZ.

EACH WAY

#4 @ 6" o.c. HORIZ. w/

90° HOOK EACH END

ABOVE BRIDGE DECK

#8 @ 12" o.c.

#4 @ 6" o.c.

4" 4"

2 MAX.

EXTEND OF

CRUSHED ROCK

#4 @ 6" o.c. 90° HOOK

EACH END

#4 @ 12" o.c. 90° HOOK

EACH END

2'-3"

4'-0"3'-0"

9"9"

2'-3"

1' -6

-6

1' -6

FINISH GRADE

90° HOOK EACH END

#4 @ 12" o.c. TYP.

PROVIDE 3/4" CHAMFER

ON ALL EXPOSED

CORNERS TYP.

#4 @ 6" o.c. w/

90° HOOK

1'-0"

1/4" GAP AND FILL

FLEXIBLE SEALANT

8'-0"

3" C

C E

NATIVE UNDISTRIBUTED

MATERIAL

FILL SIDECREEK SIDE

3" M

C O

BRIDGE FINISH

ANCHORS BY BRIDGE

MANUFACTURER

C BENT &

WASHER AND DOUBLE

NUTS, TYP. BY

PEDESTRIAN BRIDGE

MANUFACTURER

CONCRETE DECK

C BEARING

ABUTMENT

BACKWALL

END VERT. OF TRUSS BY

PEDESTRIAN BRIDGE

MANUFACTURER

BASE PLATE BY

PEDESTRIAN BRIDGE

MANUFACTURER

SETTING PLATE BY

PEDESTRIAN BRIDGE

MANUFACTURER

BOND BREAKER ROD

PROVIDE 316" TO 14"

CHAMFER

NOTE:

CONTRACTOR TO

COORDINATE BASE

PLATE AND SETTING

PLATE TYPE, SIZE AND

LOCATION WITH

PEDESTRIAN BRIDGE

MANUFACTURER.

1/2" GAP. PROVIDE

NON-SLIP DIAMOND

PLATE BY BRIDGE

MANUFACTURER

ANCHOR ROD, TYP.

BY PEDESTRIAN

BRIDGE

MANUFACTURER

1 1/2"=1'-0"3 ANCHOR ROD DETAIL

6" TO

CL. POST

6" TO

CL. POST

GUARDRAIL

POST GUARDRAIL

POST

NON-SHRINK

GROUT, TYP.

CRUSHED ROCK MAX. 1 1/2"

WITH LESS THAN 5% PASSING

U.S. NO. 200 SIEVE PLACE IN

MAX. 95% OF MAX. DRY

DENSITY PER ASTM D7557

POURED JOINT SEAL

BRIDGE, ANCHOR BOLTS

AND CONNECTION TO

ABUTMENT BY BRIDGE

MANUFACTURER

AS NOTED

K:\2022\10022200439\Drafting\10022200439_S5-01.dwg Anthony Do 9/25/2023 2:52 PM

DateRev. # By

A C

O M

M U

R K

- P H

10022200439

09/29/2023DATE:

SCALE:

CHECKED BY:

DRAWN BY:

PROJECT #:

111 SW Fifth Ave., Suite 2600 Portland, OR 97204

O: 503.227.3251 F: 503.227.7980 www.kpff.com

FOUNDATION

DETAILS

S5.01

TYP.

4" 4"

1"=1'-0"2 TYP. WING WALL SECTION

4" MIN. CRUSHED ROCK

MAX. 1 1/2" w/ LESS THAN

5% PASSING U.S. NO. AND

COMPACT TO MIN. 95% OF

MAX. DRY DENSITY PER

ASTM D1557

FINISH GRADE

#4 @ 6" o.c.

#4 @ 6" o.c. HORIZ.

FILL SIDE CREEK SIDE

GRANULAR

STRUCTURAL

BACKFILL

1'-9"1'-9"

BRIDGE

CL.

CL. BEARING

COVER

TYP.

8' -0

-0

PROVIDE 3/4" CHAMFER AT

ALL EXPOSED CORNERS

MIDDLE OF POSTS

AT EACH END TYP.

1"=1'-0"1 ABUTMENT PLAN VIEW

TO CL. OF

POST

9" 2'-3"

TYP.

FILL SIDE CREEK SIDE

S6.01

TO CL.

OF POST

TYP.

FOUNDATION

LINE

S5.02

S5.01

CL OF RAILING POST

SHOULD BE ON CL OF

THE BRIDGE RAILING

POSTS

CL OF RAILING POST

SHOULD BE ON CL OF

THE BRIDGE RAILING

POSTS

6' -0

-0

2" 2"

8'-0"

TYP.

8'-0"

AS NOTED

K:\2022\10022200439\Drafting\10022200439_S5-02.dwg Anthony Do 9/25/2023 2:52 PM

DateRev. # By

A C

O M

M U

R K

- P H

10022200439

09/29/2023DATE:

SCALE:

CHECKED BY:

DRAWN BY:

PROJECT #:

111 SW Fifth Ave., Suite 2600 Portland, OR 97204

O: 503.227.3251 F: 503.227.7980 www.kpff.com

FOUNDATION

DETAILS

S5.02

6'-0" 6'-0"

CL BRIDGE

CL UTILITY

4' -0

#5 @ 1'-0" o.c.

EACH WAY

CL PROFILE GRADE,

WATER LINE,

AND PIVOT POINT

1' -4

KICK PL

1 12%1 12%

4" M

. T

1" TY

STAY-IN-PLACE METAL

DECKING SHALL BE

BRIDGE DESIGNER

4" CONT. BENT PL, TYP.

EACH SIDE OF DECK BY

PEDESTRIAN BRIDGE

DESIGNER

CONCRETE DECK DESIGN

BY KPFF (EOR) REF.

GENERAL STRUCTURAL

NOTES FOR BASIS OF

DESIGN

FOR TRUSS AESTHETICS,

REF SPECIAL PROVISION

00561.

21 2"

4" CAP PL TYP.

TYP.

1" C

2" D

N G

, T O

G E

INTERMEDIATE STEEL

SAFETY RAIL

1"=1'-0"1 TYPICAL BRIDGE SECTION

2"Øx3" WELDED HEADED

STUDS @ 4'-0" o.c. TYP.

2" Ø VENTS

RAIL POST

TYP.

INTERMEDIATE RAIL TYP.

@ 4" O.C. TO MATCH

AESTHETICS AND GEOMETRY

OF BRIDGE INTERMEDIATE

STEEL SAFETY RAIL.

COORDINATE w/ BRIDGE

MANUFACTURER.

REF. PROJECT PLANS FOR SPECIAL

PANEL AS REQUIRED AT BRIDGE ENDS

4'-0" MAX. 1'-0"

MAX.

4' -0

1"=1'-0"2 ELEVATION OF RAILING

S6.01

4" MAXIMUM GAP

TO BRIDGE RAIL

1'-0"

MAX. TYP.

BRIDGE RAIL

S6.01

SPLICE TOP AND BOTTOM

RAILS AT LOCATION TO

FROM TYPICAL PANEL

(REF. DETAIL 4/S6.01)

S6.01

RAILING SHALL BE DESIGNED BY THE

PEDESTRIAN BRIDGE DESIGNER AND

SHALL CONFORM TO THE STRENGTH

AND GEOMETRIC REQUIREMENTS PER

AASHTO GUIDE SPEC. FOR PEDESTRIAN

BRIDGES.

TYP. EA.

SIDE &

OUTSIDE

CORNER

RAIL POST

HORIZONTAL RAIL

(2 REQUIRED PER POST)

8" Ø HOLE

2"R., TYP.

PL1

GENERAL NOTES

1. PROVIDE RECTANGULAR STRUCTURAL STEEL TUBING ACCORDING TO ASTM A847.

2. PROVIDE HSS 21

2 x 11

2 x 14 FOR ANCHOR POST.

3. PROVIDE HSS 21

2 x 1 x 0.083 (14 GAUGE) OR HSS 21

2 x 1 x 0.125 (11 GAUGE) FOR HORIZONTAL

TOP AND BOTTOM RAILS AND TERMINAL END VERTICALS.

4. PROVIDE ALL OTHER STRUCTURAL STEEL CONFORMING TO AASHTO M222 (ASTM A588).

5. WELDING ELECTRODES TO BE USED ON WEATHERING STEEL SHALL HAVE THE CHEMISTRY AND

WEATHERING PROPERTIES TO PROVIDE UNIFORM APPEARANCE AND WEATHERING

PERFORMANCE WITH WEATHERING BASE MATERIAL.

6. CONSTRUCT RAILING CONFORMING TO THE HORIZONTAL AND VERTICAL ALIGNMENT OF THE

STRUCTURE.

7. INSTALL POSTS NORMAL TO GRADE IN THE LONGITUDINAL DIRECTION AND VERTICAL IN THE

TRANSVERSE DIRECTION.

8. PROVIDE CONTINUOUS TOP HORIZONTAL RAIL ELEMENTS OVER A MINIMUM OF TWO POSTS

UNLESS SHOWN OTHERWISE ON DETAIL PLANS. PROVIDE A MINIMUM OF TWO ANCHOR POSTS

PER RAIL PANEL.

9. AFTER FABRICATION, EXPOSE RAIL TO ELEMENTS TO UNIFORMLY MAXIMIZE ESTABLISHMENT

OF CONSISTENT PATINA PRIOR TO INSTALLATION.

2" NORMAL

4" Ø VENT IN PL 316

PL 5 8X 21

8X 6" LONG STEEL BAR FOR

HSS21

2X 1X 0.125 RAILS OR PL 11

16X

16X 6" LONG STEEL BAR FOR HSS21

1X 0.083 RAIL INCREASE LENGTH OF

BAR TO 8" AT EXPANSION JOINTS.

16" Ø x 12" DEEP HOLE FOR 316" Ø x 5 8"

LONG STAINLESS STEEL ROLL PIN.

INSTALL BAR PIN SIDE DOWN BOTH RAILS

(CENTER PIN BOTH WAYS ON BAR).

2" Ø VENT

2" Ø VENT1

2" Ø VENT

(2" MAX. AT EXP. JTS.

REF. BRIDGE PLANS)

AT RAIL END: MITER JOINTS

TOP & BOTTOM RAIL MEMBERS.

WELD & GRIND SMOOTH.

6" FOR 6" BAR

(4" FOR 8" BAR)

PL 5 8 x 21 8 x 6" LONG STEEL BAR

FOR HSS 21

2 x 1x 0.125 RAILS OR

PL 11

16 x 23

16 x 6" LONG STEEL BAR

FOR HSS 21

2 x 1 x 0.083 RAIL

INCREASE LENGTH OF BAR TO 8" AT

EXPANSION JOINTS.

21 4"

INTERMEDIATE RAIL TO MATCH

AESTHETICS AND GEOMETRY OF

BRIDGE INTERMEDIATE STEEL

SAFETY RAIL COORDINATE w/

BRIDGE MANUFACTURER

3"=1'-0"3 RAIL POST WELD

3"=1'-0"4 RAIL SPLICE

3"=1'-0"5 INTERMEDIATE RAIL WELD

3"=1'-0"6 CORNER DETAIL

3"=1'-0"7 DETAIL

2" Ø VENT

3"=1'-0"8 PLATE WASHER

AS NOTED

K:\2022\10022200439\Drafting\10022200439_S6-01.dwg Anthony Do 9/25/2023 2:52 PM

DateRev. # By

A C

O M

M U

R K

- P H

10022200439

09/29/2023DATE:

SCALE:

CHECKED BY:

DRAWN BY:

PROJECT #:

111 SW Fifth Ave., Suite 2600 Portland, OR 97204

O: 503.227.3251 F: 503.227.7980 www.kpff.com

BRIDGE DETAILS

S6.01

P:\2022\22013 Santa Clara Community Park\10 Drawings\CAD\22013_E0.01.dwg Walker Frank 9/28/2023 2:14 PM

DateRev. # By

A C

O M

M U

R K

- P H

915572

09/29/2023DATE:

SCALE:

CHECKED BY:

DRAWN BY:

PROJECT #:

WWF

RLH

ENGINEERING

REYES

PASSION CREATIVITY

SUSTAINABILITY

OREGON

100615PE

E0.01

ABBREVIATIONS,

LEGENDS, &

LUMINAIRE

SCHEDULE

NTS

Know what's below.

before you dig.Call

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.

AutoCAD SHX Text M

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EMERGENCY GENERATOR

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VOLT METER, AMP METER

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GROUND ROD

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DESIGNATES LUMINAIRE TYPE (SEE LUMINAIRE SCHEDULE)

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INGRADE WALLWASH LUMINAIRE

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OCCUPANCY SENSOR: INFRARED, ULTRASONIC.

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TRANSFER SWITCH

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XFSW

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KILOVOLT AMP

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KVA

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ABOVE FINISHED FLOOR

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AMPERE (AMP)

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CIRCUIT BREAKER

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CURRENT TRANSFORMER

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ARCHITECT / ARCHITECTURAL

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AUTOMATIC TRANSFER SWITCH

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CLOSED CIRCUIT TELEVISION

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EMERGENCY

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EXPLOSION PROOF

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EMERGENCY POWER OFF

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ELECTRIC WATER COOLER

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FIRE ALARM

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FULL LOAD AMPS

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FLUORESCENT

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ELECTRIC METALLIC TUBING

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ALTERNATE

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DOWN

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CIRCUIT

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CEILING

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CONDUIT

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KILOWATT HOUR

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KILOWATT

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KILOVOLT

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GROUND FAULT INTERRUPTER

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GROUND FAULT CIRCUIT INTERRUPTER

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GALVANIZED RIGID CONDUIT

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HORSEPOWER

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HIGH PRESSURE SODIUM

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HIGH VOLTAGE

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ISOLATED GROUND

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HERTZ

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GROUND

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ATS

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KWH

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HPS

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GFCI

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GRC

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GRD

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GFI

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FLUOR

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FLA

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EPO

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EWC

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EMERG

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EMT

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CLG

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CCTV

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CKT

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AutoCAD SHX Text C

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ALT

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ARCH

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AFF

AutoCAD SHX Text A

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POLYVINYL CHLORIDE CONDUIT

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TELEPHONE TERMINAL BOARD

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UNINTERRUPTIBLE POWER SUPPLY

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TRANSIENT VOLTAGE SURGE SUPPRESSION

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TELEPHONE TERMINAL CABINET

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VAPOR PROOF

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WEATHER PROOF

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TRANSFORMER

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UNDERGROUND

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TYPICAL

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VOLT AMPERES

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VOLTAGE

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XFMR

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WATTS

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UPS

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TYP

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SOLENOID VALVE

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STARTER

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TAMPERPROOF

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TVSS

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TTC

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TTB

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STR

AutoCAD SHX Text

SWITCH

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PANELBOARD

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SUB-DISTRIBUTION PANEL

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PUBLIC ADDRESS

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POWER FACTOR

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PHOTO ELECTRIC CELL

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NIGHT LIGHT CIRCUIT

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PWR

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SDP

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PNL

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PVC

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POWER

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MAIN LUGS ONLY

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MECHANICAL

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MANUAL TRANSFER SWITCH

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MAIN DISTRIBUTION PANEL

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MINIMUM CIRCUIT AMPS

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MAIN CIRCUIT BREAKER

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MOTOR CONTROL CENTER

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MECH

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MTS

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MLO

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MDP

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MCC

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MCB

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MCA

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%%UA

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SWITCH: MANUAL MOTOR SWITCH WITH THERMAL OVERLOAD

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WALL SWITCH: 1 POLE, 2 POLE

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WALL SWITCH: KEY LOCK, MOMENTARY

AutoCAD SHX Text

WALL SWITCH: 3 WAY, 4 WAY

AutoCAD SHX Text

WALL SWITCH: LOW VOLTAGE, PILOT

AutoCAD SHX Text

POLE MOUNTED LUMINAIRE

AutoCAD SHX Text

MASTER ANTENNA TELEVISION

AutoCAD SHX Text

LIGHTNING ARRESTOR

AutoCAD SHX Text

LIGHTING

AutoCAD SHX Text

LOW VOLTAGE

AutoCAD SHX Text

KILOVOLT AMPS REACTIVE

AutoCAD SHX Text

LTG

AutoCAD SHX Text

MATV

AutoCAD SHX Text

KVAR

AutoCAD SHX Text

CONDUIT ELL: UP, DN.

AutoCAD SHX Text

HOME RUN DESTINATION SHOWN

AutoCAD SHX Text

CLOCK HANGER RECEPTACLE

AutoCAD SHX Text

CONTACTOR, RELAY, SOLENOID

AutoCAD SHX Text

PUSH BUTTON STATION

AutoCAD SHX Text

PEDESTAL OUTLET: POWER, SIGNAL, COMBINATION

AutoCAD SHX Text

SURFACE OUTLET STRIP: DIMENSION AS SHOWN

AutoCAD SHX Text

WIRING CONCEALED IN FLOOR OR UNDERGROUND

AutoCAD SHX Text

DISCONNECT SWITCH: FUSED, NON-FUSED

AutoCAD SHX Text

MOTOR STARTER: MAGNETIC, COMBINATION

AutoCAD SHX Text

WIRING CONCEALED IN CEILING OR WALL

AutoCAD SHX Text

TELEPOWER POLE, POWER, COMBINATION

AutoCAD SHX Text

FLUSH IN-FLOOR OUTLET: DUPLEX, COMBINATION, SIGNAL

AutoCAD SHX Text

SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY

AutoCAD SHX Text

MOTOR CONNECTION

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text

JUNCTION BOX

AutoCAD SHX Text

CEILING RECEPTACLE: DUPLEX

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DENOTES RECEPTACLE ABOVE COUNTER

AutoCAD SHX Text

WALL RECEPTACLE: SINGLE, DUPLEX, EMERGENCY, 4-PLEX

AutoCAD SHX Text

WALL RECEPTACLE: EMERGENCY, 4-PLEX

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SHEET NOTE

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EXISTING TO BE RELOCATED

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NEW

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EXISTING TO REMAIN

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EQUIPMENT DESIGNATOR SEE SCHEDULE.

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text M

AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text

EXISTING TO BE REMOVED

AutoCAD SHX Text P

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text T

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NIC

AutoCAD SHX Text

NOT IN CONTRACT

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XXXX

AutoCAD SHX Text

XXXX

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XXXX

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

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AutoCAD SHX Text Q

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text

CIRCUIT BREAKER

AutoCAD SHX Text

BUSS

AutoCAD SHX Text

METER

AutoCAD SHX Text

AUTOMATIC SWITCH

AutoCAD SHX Text

PANEL

AutoCAD SHX Text

FEEDER CALLOUT

AutoCAD SHX Text

SWITCH, FUSED SWITCH

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

EQUIPMENT WITH GROUND

AutoCAD SHX Text

ELECTRICAL EQUIPMENT

AutoCAD SHX Text

CABINET: SURFACE, RECESSED

AutoCAD SHX Text

PANELBOARD: SURFACE, RECESSED

AutoCAD SHX Text

CURRENT TRANSFORMER

AutoCAD SHX Text

CABLE TRAY

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

ASD

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text R

AutoCAD SHX Text N

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AutoCAD SHX Text S

AutoCAD SHX Text K

AutoCAD SHX Text S

AutoCAD SHX Text K

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text S

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AutoCAD SHX Text

XXXX

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FSD

AutoCAD SHX Text

FIRE SMOKE DAMPER

AutoCAD SHX Text P

AutoCAD SHX Text

PULL BOX

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AutoCAD SHX Text

PULL BOX

AutoCAD SHX Text V

AutoCAD SHX Text

VAULT

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%%USHEET INDEX

AutoCAD SHX Text

ABBREVIATIONS, LEGENDS, & LUMINAIRE SCHEDULE

AutoCAD SHX Text E0.01

AutoCAD SHX Text E1.01

AutoCAD SHX Text

ONE-LINE DIAGRAM AND SCHEDULES

AutoCAD SHX Text E2.01

AutoCAD SHX Text

RECESSED WALL MOUNTED WALLWASH LUMINAIRE

AutoCAD SHX Text

LED LINEAR CHANNEL LUMINAIRE

AutoCAD SHX Text

IRRIGATION CONTROLLER

AutoCAD SHX Text Y

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text

NEW

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UNDERGROUND CONDUIT

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ELECTRICAL SITE PLAN

AutoCAD SHX Text THIS IS A STANDARD LEGEND SHEET, SOME SYMBOLS MAY APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS.

AutoCAD SHX Text

BID

AutoCAD SHX Text

SET

AutoCAD SHX Text

ELECTRICAL DETAILS

AutoCAD SHX Text E3.01

AutoCAD SHX Text *A LIGHTING CUTSHEET PACKAGE WILL BE SUPPLIED AS A SEPARATE PART OF BID DOCUMENTS.

RIVER LOOP 2

MADISON MIDDLE SCHOOL

RIVER LOOP 2

SCALE:

SITE PLAN - ELECTRICAL

1/64"= 1'

P:\2022\22013 Santa Clara Community Park\10 Drawings\CAD\22013_E1.01.dwg Walker Frank 9/28/2023 2:15 PM

DateRev. # By

A C

O M

M U

R K

- P H

915572

09/29/2023DATE:

SCALE:

CHECKED BY:

DRAWN BY:

PROJECT #:

WWF

RLH

ENGINEERING

REYES

PASSION CREATIVITY

SUSTAINABILITY

OREGON

100615PE

E1.01

ELECTRICAL SITE

PLAN

1/64" = 1'

SCALE:

ENLARGED SITE PLAN - ELECTRICAL

1/64"= 1'

AutoCAD SHX Text Xref .\Xrefs\X_Ross_Rec\PLAYGROUND.dwg

AutoCAD SHX Text P01C

AutoCAD SHX Text P01D

AutoCAD SHX Text P01C

AutoCAD SHX Text

SPRAY PLAY CONTROLLER. CONTROL PANEL LOCATED IN RESTROOM BUILDING.

AutoCAD SHX Text

EXISTING EWEB UTILITY POLE '#1086 45 1987'

AutoCAD SHX Text

NEW EWEB POLE MOUNTED 12KV-120/240V 25KVA TRANSFORMER

AutoCAD SHX Text PANEL 2NR1 AND LOCATION OF LIGHTING CONTROL NEMA 1 ENCLOSURE AND IRRIGATION CONTROLLER.

AutoCAD SHX Text

EWEB UTILITY METER MOUNTED ON EXTERIOR WALL OF BUILDING.

AutoCAD SHX Text M

AutoCAD SHX Text P02

AutoCAD SHX Text P01B

AutoCAD SHX Text P02

AutoCAD SHX Text P01D

AutoCAD SHX Text P01C

AutoCAD SHX Text

CONTRACTOR INSTALLED SECONDARY PULLBOX. SIZE PER EWEB REQUIREMENTS.

AutoCAD SHX Text

EXISTING MAINTENANCE BUILDING.

AutoCAD SHX Text J

AutoCAD SHX Text P01C

AutoCAD SHX Text P01D

AutoCAD SHX Text P01C

AutoCAD SHX Text P01D

AutoCAD SHX Text P02

AutoCAD SHX Text

2NR1-35,37

AutoCAD SHX Text

2NR1-35,37

AutoCAD SHX Text

2NR1-35,37

AutoCAD SHX Text

2NR1-35,37

AutoCAD SHX Text

2NR1-35,37

AutoCAD SHX Text

2NR1-35,37

AutoCAD SHX Text

2NR1-35,37

AutoCAD SHX Text

2NR1-31,33

AutoCAD SHX Text

2NR1-31,33

AutoCAD SHX Text

2NR1-31,33

AutoCAD SHX Text

2NR1-31,33

AutoCAD SHX Text

2NR1-31,33

AutoCAD SHX Text

2NR1-31,33

AutoCAD SHX Text

2NR1-35,37

AutoCAD SHX Text P02

AutoCAD SHX Text

2NR1-29

AutoCAD SHX Text

CONTRACTOR INSTALLED SECONDARY PULLBOX. SIZE PER EWEB REQUIREMENTS.

AutoCAD SHX Text P02

AutoCAD SHX Text A. FOR ELECTRICAL LEGEND AND ABBREVIATIONS SEE DRAWING E0.01. FOR ELECTRICAL LEGEND AND ABBREVIATIONS SEE DRAWING E0.01. B. UNLESS OTHERWISE NOTED ALL UNDERGROUND LIGHTING CONDUITS UNLESS OTHERWISE NOTED ALL UNDERGROUND LIGHTING CONDUITS SHALL BE 1" PVC SCHEDULE 40 MINIMUM AND BE A MINIMUM OF 30" BELOW FINISH GRADE. LIGHTING CONDUITS ENTERING CONCRETE FOUNDATIONS SHALL BE 1" RIGID CONDUIT. COORDINATE ALL CONDUIT WITH OTHER UTILITIES AND TRADES. AVOID ROUTING THROUGH PLAYGROUND AREAS WHEN AT ALL POSSIBLE. C. UNLESS OTHERWISE NOTED PROVIDE (2) 8 AWG CU AND (1) 8 AWG CU UNLESS OTHERWISE NOTED PROVIDE (2) 8 AWG CU AND (1) 8 AWG CU GND FOR ALL SITE LIGHTING CIRCUITS. D. ROUTE ALL CONDUIT UNDER PAVED AREA UNLESS CONDUIT GOES ROUTE ALL CONDUIT UNDER PAVED AREA UNLESS CONDUIT GOES DIRECTLY TO GROUND MOUNTED DEVICE. E. SPLASH PAD ELECTRICAL CONNECTIONS AND GROUNDING SYSTEM SHALL SPLASH PAD ELECTRICAL CONNECTIONS AND GROUNDING SYSTEM SHALL MEET NEC ARTICLE 680. F. SEE LANDSCAPE ARCHITECTURAL DRAWINGS FOR ADDITIONAL SEE LANDSCAPE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND EXACT LOCATIONS OF LUMINAIRES. G. SEE LANDSCAPE ARCHITECTURAL DRAWINGS FOR LIGHTING POLE BASE SEE LANDSCAPE ARCHITECTURAL DRAWINGS FOR LIGHTING POLE BASE DETAILS. H. PROVIDE GROUND ROD WITH BARE COPPER AND BOND TO GROUND PROVIDE GROUND ROD WITH BARE COPPER AND BOND TO GROUND TERMINAL AT EACH LIGHTING POLE. I. CONTRACTOR IS RESPONSIBLE FOR ALL SUBSTRUCTURE INSTALLATION, CONTRACTOR IS RESPONSIBLE FOR ALL SUBSTRUCTURE INSTALLATION, METERING EQUIPMENT, AND SERVICE LATERALS (TRENCHING, SECONDARY PULLBOX, ALL CONDUIT INCLUDING THE FIRST 10' OF THE SECONDARY DIP AND ELBOWS PER EWEB STANDARDS, SERVICE LATERAL CONDUIT, AND WIRE INSTALLATION). J. ALL ELECTRICAL EQUIPMENT SHALL REMAIN AT LEAST 3 INCHES ABOVE ALL ELECTRICAL EQUIPMENT SHALL REMAIN AT LEAST 3 INCHES ABOVE THE FLOOD ELEVATION AS SPECIFIED BY THE CIVIL DRAWINGS.

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

KEY NOTES

AutoCAD SHX Text

BID

AutoCAD SHX Text

SET

AutoCAD SHX Text

1. PROVIDE ADEQUATELY SIZED LIGHT POLE JUNCTION BOX. JUNCTION BOX PROVIDE ADEQUATELY SIZED LIGHT POLE JUNCTION BOX. JUNCTION BOX SHALL BE NEMA 3R RATED AND LOCKABLE. SEE DETAIL 2/E3.01. 2. PROVIDE WORKING CLEARANCES FOR UTILITY METER GEAR PER EWEB PROVIDE WORKING CLEARANCES FOR UTILITY METER GEAR PER EWEB REQUIREMENTS. REFER TO ONE-LINE DIAGRAM FOR DETAILS. 3. SEE REFERENCED SHEET FOR RESTROOM BUILDING ELECTRICAL DESIGN. SEE REFERENCED SHEET FOR RESTROOM BUILDING ELECTRICAL DESIGN. 4. ELECTRICAL CONTRACTOR TO INTERCEPT EXISTING MAINTENANCE ELECTRICAL CONTRACTOR TO INTERCEPT EXISTING MAINTENANCE BUILDING RECEPTACLE AND LIGHTING CIRCUITS INTO NEW EXTERIOR BUILDING MOUNTED JUNCTION BOX. EXISTING CIRCUITS SHALL BE TIED TO NEW CIRCUITS FED OVERHEAD FROM NEW RESTROOM POWER PANEL. 5. PROVIDE 2" LIGHTING CONDUIT STUB OUT FOR FUTURE PARKING LOT PROVIDE 2" LIGHTING CONDUIT STUB OUT FOR FUTURE PARKING LOT DEVELOPMENT. 6. ARROW INDICATES LUMINAIRE AIM. TYPICAL FOR ALL SIMILAR. ARROW INDICATES LUMINAIRE AIM. TYPICAL FOR ALL SIMILAR. 7. COORDINATE WITH SHELTER STRUCTURE MANUFACTURER TO ROUTE COORDINATE WITH SHELTER STRUCTURE MANUFACTURER TO ROUTE LIGHTING CONDUIT/WIRING INTERNALLY THROUGH THE SHELTER STRUCTURE. 8. PROVIDE LIGHTCLOUD WIRELESS CONTROL SYSTEM TO CONTROL SHELTER PROVIDE LIGHTCLOUD WIRELESS CONTROL SYSTEM TO CONTROL SHELTER LIGHTING AND RECEPTACLES. COORDINATE WITH LIGHTCLOUD REPRESENTATIVE TO MOUNT LIGHTCLOUD CONTROLLER WITHIN THE LOCKABLE SPRAY PLAY CONTROLLER CABINET TO PROVIDE ENVIRONMENTAL PROTECTION. 9. CIRCUIT SPRAY PLAY CONTROLLER TO 2NR1-25. INSTALL PER CIRCUIT SPRAY PLAY CONTROLLER TO 2NR1-25. INSTALL PER MANUFACTURER'S REQUIREMENTS. 10. PULLBOX SHALL HAVE AN OPEN OR PERFORATED BOTTOM FILLED WITH PULLBOX SHALL HAVE AN OPEN OR PERFORATED BOTTOM FILLED WITH GRAVEL TO RESIST BUOYANCY DURING A FLOOD. CONFIRM PULLBOX LOCATION WITH EWEB PRIOR TO INSTALLATION.

AutoCAD SHX Text

SEE 2/E1.01 FOR CONTINUATION

AutoCAD SHX Text

SEE 1/E1.01 FOR CONTINUATION

AutoCAD SHX Text

P:\2022\22013 Santa Clara Community Park\10 Drawings\CAD\22013_E2.01.dwg Walker Frank 9/28/2023 2:15 PM

DateRev. # By

A C

O M

M U

R K

- P H

915572

09/29/2023DATE:

SCALE:

CHECKED BY:

DRAWN BY:

PROJECT #:

WWF

RLH

ENGINEERING

REYES

PASSION CREATIVITY

SUSTAINABILITY

OREGON

100615PE

E2.01

ONE-LINE DIAGRAM

AND SCHEDULES

NTS

AutoCAD SHX Text

2 #12 CU THWN, 1 #12 CU GRD IN 1/2"C.

AutoCAD SHX Text 20A-2

AutoCAD SHX Text

COPPER FEEDER SCHEDULE

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

LOAD SUMMARY

AutoCAD SHX Text

SHEET NOTES

AutoCAD SHX Text

AutoCAD SHX Text SEE RESTROOM BUILDING ELECTRICAL DRAWINGS FOR CIRCUITS CONTAINED INSIDE DASHED AREA.

AutoCAD SHX Text

1. FOR ELECTRICAL SYMBOLS LEGEND AND ABBREVIATIONS FOR ELECTRICAL SYMBOLS LEGEND AND ABBREVIATIONS SEE DRAWING E0.01.

AutoCAD SHX Text 400A-U

AutoCAD SHX Text E2.01

AutoCAD SHX Text

PANEL SCHEDULE

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text 400A-2

AutoCAD SHX Text

EMPTY 3"C PVC WITH PULL STRING (PER EWEB REQUIREMENTS)

AutoCAD SHX Text LOAD - 120/240V, 1PH, 3W, 400AMP BUS LIGHTING: 3.81 KVA 3.81 KVA KVA RECEPTACLES: 26.3 KVA 26.3 KVA KVA RESISTIVE LOADS: 32 KVA 32 KVA KVA MISC. LOADS: 3.5 KVA 3.5 KVA KVA TOTAL LOAD: 65.61 KVA65.61 KVAKVA

AutoCAD SHX Text

BID

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SET

AutoCAD SHX Text M

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GROUND RODS

AutoCAD SHX Text E2.01

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ONE-LINE DIAGRAM

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SCALE: NONE

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COLD

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WATER

AutoCAD SHX Text

PIPE

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PANEL 2NR1

AutoCAD SHX Text 120/240V

AutoCAD SHX Text

SPD

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LIGHTING

AutoCAD SHX Text

CONTROL

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PANEL

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CONFIRM CONDUIT SIZE WITH EWEB BEFORE INSTALLATION

AutoCAD SHX Text

#3 BARE CU GROUND TO GROUND GRID

AutoCAD SHX Text

EXISTING EWEB POLE

AutoCAD SHX Text

PROVIDE EUSERC EWEB N3R UTILITY METER PER EWEB REQUIREMENTS

AutoCAD SHX Text T

AutoCAD SHX Text NEW EWEB POLE MOUNTED 12KV-120/240V 25KVA TRANSFORMER AVAILABLE FAULT CURRENT AT SECONDARY BUSHINGS OF TRANSFORMER: 9,180A

AutoCAD SHX Text

320A METER

AutoCAD SHX Text E2.01

AutoCAD SHX Text

LIGHTING CONTROL SCHEDULE

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SCALE: NONE

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VOLTAGE DROP CALCULATIONS

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2 500KCMIL CU THWN-2, 1 #3 CU GRD IN 3"C.

FOUNDATION PLAN VIEW

12'

4' DEPTH

3" MIN.

CLEARANCE

(TYP.)

30" MIN. DIA.

TYPICAL FOOTING

LIGHT CONFIGURATION

KIM LIGHTING FIXTURE - RA172-36L-350-3K7-*-CLR-BC

· WHERE * IS THE LIGHTING PATTERN TYPE AS SHOWN ON

LIGHT FIXTURE SCHEDULE.

· PROVIDE 1 PHOTO CELL OPTION PER CIRCUIT.

POLE CONFIGURATION

KIM LIGHTING POLE - KRS-(12, 14, 16)-4120-PT-PT-BLS-BC-ABT

· POLE TO BE 11 GA. ROUND STEEL NON-TAPERED POLE.

· SEE PLANS OR SPECIAL PROVISIONS FOR POLE HEIGHT.

TOP 12" OF CONCRETE FOUNDATION SHALL

BE ROUND

ARM CONFIGURATION

KIM LIGHTING POST TOP SWEPT CAST ARM - HA03S-TM1/BL

1" RIGID CONDUIT

(IN FOUNDATION AND ELBOWS)

MANUFACTUER-SUPPLIED ANCHOR (J) BOLTS AND

HOLD DOWN/ LEVELING NUTS AND WASHERS. SIZE

VARIES BASED ON POLE HEIGHT

(8) #5 BARS

#4 HOOPS ON 12" CENTERS

COMMERCIAL GRADE CONCRETE

HAND HOLE, MIN 3" X 5", ENGINEERED-

TO-ORDER AT TOP OF POLE

GROUT BED

HOLD DOWN AND LEVELING NUTS

GROUND BUSHINGS

SIDEWALK OR CONCRETE PAD, SEE PLANS

WIRE, SIZE PER PLANS

GROUND LUG

FUSE HOLDER AND

MIN. 2 FT. SLACK IN WIRE

(REQUIRED)

"J" HOOK

CABLE GRIP

KIM LIGHTING

PROVIDED WIRE

LUMINAIRE

ARM

E O

ORIENT LUMINAIRE ARM

PERPENDICULAR TO PATH OR AS

DIRECTED AT INTERSECTIONS

FOOTING

8-#5 VERTICAL

#4 HOOPS @ 12" SPACING

OVERLAP IF NOT WELDED.

(4) MANUFACTURER-SUPPLIED

ANCHOR (J) BOLTS AND HOLD

DOWN/ LEVELING NUTS AND

WASHERS. SIZE VARIES BASED

ON POLE HEIGHT.

NOTE:

1. DRAWING NOT TO SCALE, DIMENSIONS ± 1/2"

2. 5/8" DIA. X 8' GROUND ROD COPPERWELD WITH AN ACCESSIBLE

CLAMP SHALL BE INSTALLED IN THE FOUNDATION.

90°

MIN. 24" EXTRA WIRE

(AT EACH CONDUIT)

GROUND ROD

WIRE SPLICE

WIRE EXIT

SUPPLY WIRING

WIRING TO LIGHT

COMPACTED

SUBGRADE

LOCKABLE AND VANDAL RESISTANT

JUNCTION BOX. SEE TM472

GROUND LUG

AND WIRE

COIL

N2NR1-27.

SPARE

2NR1-5.

2NR1-35,37.

2NR1-31,33. POLE LIGHTS

POLE LIGHTS

LIGHTING CONTACTOR

ELECTRICALLY HELD, 20A, 120V

CONTACTS.

TIME SWITCH, 24HR FORMAT

PROGRAMMABLE ELECTRONIC WITH

BATTERY BACKUP, 120V.

PROVIDE NEMA 1 LOCKABLE

ENCLOSURE WITH HINGED INNER

DOOR. BYPASS SWITCHES TO BE

MOUNTED ON INNER DOOR.

PROVIDE ENGINEERED LABEL.

SPARE

SPST 20A NEMA 3R

TOGGLE SWITCH

#10, 1" RGS

RESTROOM EXTERIOR

SPARE

P:\2022\22013 Santa Clara Community Park\10 Drawings\CAD\22013_E3.01.dwg Walker Frank 9/28/2023 2:15 PM

DateRev. # By

A C

O M

M U

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- P H

915572

09/29/2023DATE:

SCALE:

CHECKED BY:

DRAWN BY:

PROJECT #:

WWF

RLH

ENGINEERING

REYES

PASSION CREATIVITY

SUSTAINABILITY

OREGON

100615PE

E3.01

ELECTRICAL

DETAILS

NTS

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%%ULIGHT POLE AND FOOTING

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BID

SET

`Know what's below.

before you dig.Call

ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center.

W009

W326C-3

W326C-2

W326-1

W200

W071

W093

W280

W071

W006C

W200

CODE SUMMARY

CHAPTER 3 - USE & OCCUPANCY

OCCUPANCY: GROUP S-1

CHAPTER 5 - GENERAL BUILDING HEIGHTS & AREAS

ALLOWABLE STORIES: 1

ALLOWABLE SF PER STORY: 9,000 SF

PROPSED : 980 SF, 1 STORY

CHAPTER 6 TYPES OF CONSTRUCTION

CONSTRUCTION TYPE: 5B

FIRE SPRINKLERS: NS

FIRE ALARM SYSTEM: NS

CHAPTER 8 - INTERIOR FINISHES

CLASS 'C' INTERIOR FINISHES ALLOWABLE PER TABLE 803.13

CHAPTER 9 - FIRE PROTECTION SYSTEMS

PER 903 - NO AUTOMATIC FIRE SPRINKLER SYSTEM REQUIRED.

PROVIDE 2A10BC BRACKET MOUNT FIRE EXTINGUISHERS, MAX 48" AFF

CHAPTER 10 - MEANS OF EGRESS

OCCUPANCY COUNT: 2

MAX. COMMON PATH OF TRAVEL (1006.2.1): 100'

PROPOSED: 29'-0"

MAX. TRAVEL DISTANCE (1006.3.3(2)): 75'

PROPOSED: 40'-6"

SUMMARY OF WORK

NEW 980 SF RESTROOM, SERVICE, & STORAGE BUILDING. WORK

INCLUDES CONCRETE, FOUNDATION, CMU BLOCK, WOOD FRAMING,

WOOD ROOF, FINISHES, ELECTRICAL, PLUMBING, AND MECHANICAL.

CHAPTER 11 - ACCESSIBILITY AMENDMENT

NEW ITEMS MEET THE REQUIREMENTS OF THIS SECTION. ITEMS

ARE NEW AND IN COMPLIANCE.

CHAPTER 29 - PLUMBING SYSTEMS

BUILDING OCCUPANTS: 2

REQUIRED: 1 TOILET & 1 LAV

PROPOSED: 3 TOILETS & 3 LAVS

ASHRAE 90.1-2019 SUMMARY

CLIMATE ZONE 4C

NEW BUILDING THERMAL ENVELOPE COMPONENTS SHALL MEET

THE REQUIREMENTS OF A SEMI-HEATED BUILDING PER ASHRAE 90.1

WALLS (INSULATED WOOD FRAMED): MIN R-13

ROOF: MIN R-10 CONTINUOUS INSULATION ENTIRELY ABOVE DECK

SWINGING DOORS: U-0.370

A1.20

PARK DESIGN BY OTHERS

RIVER LOOP 2

EXISTING MAINTENANCE BUILDING

FIRE APPARATUS ACCESS

ROAD, 20'W

N | 904595.8607

E | 4233213.4126

N | 904557.3755

E | 4233233.3292

COORDINATE LOCATION OF BUILDING W/

LANDSCAPE PLANS

NEW WALL PARTITION, SEE WALL

TYPES THIS SHEET

DOOR, FRAME, & HARDWARE, SEE

ALSO DOOR SCHEDULE, SHEET

A5.21

GENERAL NOTES

DIMENSIONS TO FACE OF FINISH, UON - FIELD VERIFY,

REPORT DISCREPANCIES TO ARCH PRIOR TO WORK

CLEAN PARTITION CAVITIES PRIOR TO ENCLOSING

REFER TO MECHANICAL, ELECTRICAL, AND PLUMIBNG

DRAWINGS/SPECIFICATIONS FOR ADDITIONAL SCOPE OF

WORK

DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS

SHOWN ON DRAWINGS WITH ACTUAL FIELD

MEASUREMENTS. NOTIFY ARCHITECT OF DISCREPANCIES

LEGEND

OCCUPANCY SENSOROS

1X4 SURFACE MOUNT LIGHT FIXTURE

ELECTRICAL PANEL

± APPROXIMATELY

CENTERLINE

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AL ALUMINUM

BD BOARD

CLR CLEAR

CONC CONCRETE

CONT CONTINUOUS

DBL DOUBLE

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

(E) EXISTING

EA EACH

ELEV ELEVATION

EP ELECTRICAL PANEL

EQ EQUAL

F.D. FLOOR DRAIN

FE FIRE EXTINGUISHER

FIN FINISH

FL FLOOR

FT FOOT OR FEET

GA GAUGE

GALV GALVANIZED

GYP GYPSUM

HDWE HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

ABBREVIATIONS

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

(N) NEW

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

PREFIN PREFINISHED

(R) RELOCATE

REQ REQUIRED

SIM SIMILAR

SM SHEET METAL

SQ SQUARE

STD STANDARD

TYP TYPICAL

VERT VERTICAL

V.I.F. VERIFY IN FIELD

W/ WITH

WD WOOD

W/O WITHOUT

WRB WEATHER RESISTANT BARRIER

PROJECT CONTACTS

OWNER:

CITY OF EUGENE PUBLIC WORKS,

ENGINEERING DIVISION

24 E BROADWAY

EUGENE, OR 97401

TEL: (541) 682-5560

POC: MARINA WRENSCH

EMAIL: mwrensch@eugene-or.gov

ARCHITECT:

GMA ARCHITECTS

860 W. PARK STREET

EUGENE, OREGON 97401

TEL: 541.344.9157

PA: JOSEPH E MOORE, AIA

EMAIL: jmoore@gma-arch.com

PM: BAILEY BERNHEINE

EMAIL: bbernheine@gma-arch.com

STRUCTURAL:

MORTIER ANG ENGINEERS

1355 OAK ST., SUITE 200

EUGENE, OR 97401

TEL: (541) 484-9080

ATTN: JOK ANG, PE SE

EMAIL: joka@mortierang.com

MECHANICAL, ELECTRICAL, PLUMBING:

SYSTEMS WEST ENGINEERS

725 A ST.

SPRINGFIELD, OR 97477

TEL: (541) 342-7210

ATTN: NATE JENKINS, PE

EMAIL: njenkins@SystemsWestEngineers.com

SHEET INDEX

VICINITY MAP

NOT TO SCALE

RIVER LOOP 2

WILKES DR

E R

L O

O P

MADISON MIDDLE SCHOOL

AREA OF WORK

COMMUNITY PARK NORTH

SITE - PHASE 01

NORTH

2x6 MIN. NOMINAL

PRESSURE TREATED WOOD

STUDS @16" OC

R-21 UNFACED FIBERGLASS

BATT INSULATION, TYP UON

VAPOR RETARDER

5/8" TYPE 'X' MMR GYPSUM

BOARD

WALL TYPE A

WALL TYPE B

WALL TYPE C

5/8" TYPE 'X' MMR GYPSUM

BOARD

WALL TYPE D

15/32" APA RATED SHEATHING.

ATTACH W/ .131" DIA x 2-1/2" NAILS

@ 6" OC PANEL EDGES & @ 12" OC

FIELD, BLOCK PANEL EDGES AS REQ'D

WEATHER BARRIER, TYP

HORIZONTAL FIBER CEMENT BOARD

SIDING

2x6 PT SILL ATTACHED TO TOP OF

CMU WALLS W/5/8" DIA. AB @ 32"

OC W/ 12" MIN. EMBED

8" CMU WALL, SEE

ALSO STRUCTURAL

CMU TO BE FULLY

GROUTED W/

SMOOTH FACE, TYP

UON

SEE WALL SECTIONS

& DETAILS FOR

BELOW GRADE REQ'S

SEE BLDG

SECTION

2x6 PT SILL PLATE

-FASTEN W/ .12"x3" MIN

POWDER ACTUADED FASTNER

@ 12" OC MAX

CONCRETE SLAB ON GRADE FLOOR

STRUCTURE

TOP PLATE AND BEVELED

TOP PLATE AS REQ'S FOR

ROOF SUPPORT

2x6 NOM WD DF-L#2 STUDS @ 24" OC

WALL TYPE F

5/8" TYPE 'X' MMR

GYPSUM BOARD

ALIGN FACE W/ CMU

WALL ASSY BELOW

ADJACENT WALL ASSEMBLY

5/8" TYPE 'X' MMR

GYPSUM BOARD

FUR AS REQ'D TO

ALIGN FACE/WALL W/

CMU WALL BELOW,

BOTH SIDES

ALIGN FACE W/ CMU

WALL ASSY BELOW

ALIGN FACE W/ CMU WALL ASSY

BELOW

A1 -6" WIDE CMU BLOCK IN LIEU OF 8"

-#5 VERTS @ 16" OC & (2) #4 HORIZ @ TOP & BTM OF

WALL & @ 48" OC MAX

ADJACENT WALL ASSEMBLY

OMIT GYPSUM BOARD B1

15/32" APA RATED SHEATHING.

ATTACH W/ .131" DIA x 2-1/2"

NAILS @ 6" OC PANEL EDGES &

@ 12" OC FIELD, BLOCK PANEL

EDGES AS REQ'D

D1 -OMIT PLYWD SHEATHING

-DBL PT SILL PLATE. OMIT ANCHOR BOLTS WHERE GLASS

BLOCK OPENING OCCURS BELOW SILL

TOP PLATE & BEVELED TOP PLATE AS

REQ'D

-SEE ALSO ROOF FRAMING PLAN AND

STRUCTURAL FOR DOUBLE TOP PLATE

REQ'S

TOP PLATE & BEVELED TOP

PLATE AS REQ'D

-SEE ALSO ROOF FRAMING

PLAN AND STRUCTURAL

FOR DOUBLE TOP PLATE

REQ'S

C1 -3/4" PLYWOOD IN LIEU OF GYPSUM BOARD

WOOD DECKING

-NAIL DECKING TO SUPPORTS USING .131" DIA x 3" NAILS @ 6" OC

VAPOR BARRIER

R-15 CONTINUOUS

RIGID INSULATION

WEATHER BARRIER

STANDING SEAM 24 GA. PRE-FIN METAL PANEL

ROOF ASSEMBLY - R1

ROOF SHEATHING, SEE

ALSO STRUCTURAL

LIGHT STEEL TROWEL FINISH W/ CLEAR

CONCRETE FLOOR SEALANT THROUGHOUT

-SEE FLOOR PLAN FOR SLOPE

4" CONCRETE SLAB ON GRADE W/ #4 STEEL

REINFORCING @ 18" OC EACH WAY

15 MIL VAPOR BARRIER

STRUCTURAL FILL PER GEOTECH REPORT

SECTION 5.5

FLOOR ASSEMBLY - F1

DIMENSION TO FACE OF FINISH,

FACE OF CONCRETE, GRID

LINE, OR AS NOTED.

DRAWING REVISION

DOOR TAG

CALLOUT

DRAWING NUMBER

EXTERIOR ELEVATION

DOOR NUMBER -

REF DOOR SCH

SHEET NUMBER

KEYNOTE

BUILDING SECTION

SHEET NUMBER

ROOM TAG

INTERIOR ELEVATION

A101

SIM

DRAWING NUMBER

SHEET NUMBER

ROOM NUMBER

Room name

SYMBOL LEGEND

A101

SIM

A3.00

A WALL TAG

DATE:

BID

SET

SCALE:

CHECKED BY:

DRAWN BY:

PROJECT #:

Rev. # Date By

BIM 360://22452 Santa Clara Community Park Restrooms/22452 Santa Clara Community Park Restrooms_Phase 05.rvt9/29/2023 10:06:28 AM

As indicated

COVER

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A0.01

1" = 80'-0"1

OVERALL SITE PLAN

NORTH

GENERAL INFORMATION

A0.01 COVER

ARCHITECTURAL

A1.20 FOUNDATION & FLOOR PLANS

A1.40 RCP & ROOF PLANS

A2.10 INTERIOR ELEVATIONS

A3.10 ELEVATIONS

A4.10 SECTIONS

A5.20 DETAILS

A5.21 DETAILS

STRUCTURAL

S1.1 STRUCTURAL GENERAL NOTES

S1.2 STRUCTURAL GENERAL NOTES

S3.1 STRUCTURAL DETAILS

PLUMBING

P0.01 LEGEND, GENERAL NOTES & SHEET INDEX

P1.21 PLUMBING FLOOR PLAN

P5.01 DETAILS

MECHANICAL

M0.01 LEGEND, SCHEDULE, GENERAL NOTES &

SHEET INDEX

M1.21 MECHANICAL FLOOR PLAN

ELECTRICAL

E5.01 LEGEND, GENERAL NOTES & SHEET INDEX

E6.01 ELECTRICAL PLANS

E7.01 SCHEDULES

1 1/2" = 1'-0"4

WALL ASSEMBLIES

1 1/2" = 1'-0"3

ROOF ASSEMBLIES

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

FLOOR ASSEMBLIES

A4.10

A3.10

A3.10 4

A3.10

A3.102

43' - 4"

4' - 0" CLR 8' - 8" CLR

FAMILY

RESTROOM

FAMILY

RESTROOM

FAMILY

RESTROOM

SERVICE

CORE

103REC

STORAGE

16' - 6"

105A

104A

104B

ABV

CLR

± 3' - 0"

A 2.

SERVICE

CHASE

24 24

ABV

102A 101A

103A

4 44

ABV

D ABV

ABV

D ABV

A D1

ABV

8' - 8" CLR9' - 4"8' - 8" CLR

1' - 4"

A2.10

1DED

TYP

18 18

11 11

DED

ABV

A2.10

TYP

2 2

W H

A1 A1

SIM

A A1

TYP

1' - 2"

5' - 4" 8' - 8"

9' - 4"10' - 8"9' - 4"

43' - 4"

TYP

9" MIN

TYP

TYP @ INTERIOR

PERIMETER/SERVICE

CORE

KEYNOTES

1 2'-0"W x 12"D CONCRETE FTG W/ (2) #5 BARS

CONTINUOUS

SEE A210 FOR TYPICAL RESTROOM FLOOR PLAN AND

INTERIOR ELEVATIONS

SEE ELECTRICAL FOR PANELS & CONTROLS

S-1 HEAVY DUTY STORAGE STEEL SHELVING, 24x48x84, ANCHOR W/ (2) WASHERED FASTENERS TO SOLID

BLOCKING NEAR TOP/UNIT

CHAINLINK FENCE TO STRUCTURE ABOVE W/ SWINGING

GATE, SEE ALSO DOOR SCHEDULE

TRENCH DRAIN, SEE ALSO PLUMBING

-BLOCK OUT SLAB AS REQ'D

FLOOR DRAIN, SEE ALSO PLUMBING AND FOUNDATION

PLAN FOR ADDITIONAL INFORMAION

METAL SECURE PASS THROUGH DOOR

DASHED LINES INDICATE ADA CLEARANCES

HOSE REEL, SEE PLUMBING

SS CORNER GUARD, +54" AFF

6" RESILIENT COVE BASE @ SERVICE CORE & REC

STORAGE, SEAL TO WALL AND FLOOR

PAINT SYSTEM FINISH @ SERVICE & STORAGE WALLS

MOP SINK, SEE PLUMBING

LOW CMU WALL, SEE ELEVATIONS

EXPOSED PLUMBING AT SERVICE SIDE, SEE PLUMBING

HATCH INDICATES ACCESS CLEARANCE SAFETY STRIPING

@ FLOOR, PS-7

PLUMBING FIXTURE, SEE ALSO TYPICAL RESTROOM

FLOOR PLAN AND PLUMBING

PROVIDE CONCRETE TURNED DOWN SLAB AT EXTERIOR

OPENEINGS, TYP

16" HT CMU STEMWALL

-(2) COURSES/8x8x16 CMU

-GROUT CELLS BELOW GRADE

HOSE BIB, SEE PLUMBING

T/FTG TO BE APPROX. 16" BELOW GRADE. BTM FTG TO

BE 26" MINIMUM TO FINISHED GRADE

SLAB CONTROL JT W/ TWO-PART SEMI-RIGID EPOXY

JOINT FILLER, COLOR TO MATCH CONCRETE.

S-2 STORAGE LOCKER,24x36x90 DOUBLE TIER GALV W/

WELDED WIRE TOP, ANCHOR W/ (2) WASHERED

FASTENERS THROUGH SS MESH TO SOLID BLOCKING

NEAR TOP/UNIT

RECEPTACLE W/ VANDAL RESISTANT LOCKABLE COVER,

SEE ELECTRICAL

APPROX LOCATION/MASONRY CONTROL JOINT, SEE

ALSO ELEVATIONS

ARROW INDIACTES DIRECTION OF SLOPE @ CONCRETE

SLAB, SLOPE TO DRAIN, MAX 1/4:12

DOWNSPOUT CONNECTION TO BELOW GRADE PIPE, SEE

ALSO PLUMBING

OPENINGS ABOVE, SEE ALSO ELEVATIONS

WATER HEATER, SEE PLUMBING

DEPRESSED SLAB AREA FOR EMBEDDED URINAL, SEE

DETAILS

FRP WALL PANEL, 2'W X 4'H, AT EA SIDE/MOP SINK,

COORDINATE WITH WALL ITEMS, CONTIN. FULL

DEPTH/RECESSED WALL AREAS @ SILL & JAMBS, SET

EDGES IN SEALANT @ TRANSITION MOLDINGS

PLUMBING PENETRATIONS SHOWN FOR REFERENCE,

COORDINATE LOCATION WITH STUD WALL

R-10 SLAB ON GRADE FOUNDATION INSULATION, SEE

DETAILS

CLEAN OUT TROUGH DRAIN, SEE PLUMBING

CLEAN OUT, SEE PLUMBING

DATE:

BID

SET

SCALE:

CHECKED BY:

DRAWN BY:

PROJECT #:

Rev. # Date By

BIM 360://22452 Santa Clara Community Park Restrooms/22452 Santa Clara Community Park Restrooms_Phase 05.rvt9/28/2023 4:57:36 PM

1/4" = 1'-0"

FOUNDATION &

FLOOR PLANS

915572

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A1.20

1/4" = 1'-0"2

FLOOR PLAN

1/4" = 1'-0"1

FOUNDATION PLAN

NORTH

0' 2' 8' 16'4'

4' - 6"

1' - 1"

9' - 1" 4' - 6"

1' - 5"

TYP

B M

-1

B M

-1

B M

-1

B M

-1

B M

-1

B M

-1

B M

-1

BM-1

BM-2BM-2BM-2

BM-3 BM-4BM-4BM-4

B M

-4

D N

1' - 0"

TYP

D N

A5.20

TYP

KEYNOTES

1 NOT USED

2x6 T&G DECKING, SEE ALSO RCP AND ROOF ASSEMBLIES

NOT USED

INDICATES ROOF SLOPE

CONTINUOUS GALVANIZED 10 GAUGE GUTTER, SLOPE TO

DRAIN

DOWNSPOUT LOCATION, SEE ELEVATIONS

PROVIDE SHIM PLATE AS REQ'D FOR BEAM BEARING.

ATTACH ROOF BEAM TO TRANSFER BEAM W/ SIMPSON

H2.5A CLIP

DASHED LINE INDICATES EXTERIOR FACE/ WALL BELOW

DBL TOP PLATE AND BEVELED TOP PLATE EA SIDE/BEAM

AS REQ'S FOR ROOF SUPPORT, SEE ALSO STRUCTURAL

NOT USED

DBL TOP PLATE AND BEVELED TOP PLATE FOR BEAM

SUPPORT, SEE ALSO STRUCTURAL

PROVIDE (2) SIMPSON H2.5A CLIPS @…

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File details come from the government source that posted it. Updated Mar 9, 2026.