Plans Add 1.pdf

PDF 8 MB Posted May 13, 2025

Attached to: #245127 Geer Park Sports Field Improvements and Dog Park
Solicitation number: S-KS0043-00013831
Issued by: Marion County, Oregon

About this file

Written by GovTribe AI · Jun 9, 2025

These documents are detailed engineering and landscape architectural plan sets for the Geer Park Improvements project, prepared by Harper Houf Peterson Righellis Inc. for the City of Salem Department of Public Works in Oregon. The plan sets include comprehensive details for storm drainage infrastructure, sports field layout, irrigation systems, and pedestrian safety features such as a Rectangular Rapid Flashing Beacon (RRFB) system. The project encompasses multiple technical drawings including Storm & Utility Plan (C3.2), Standard Details (C4.2), and Landscape Irrigation Details (L5.3), with an addendum dated 5/23/25 and 5/28/25, indicating ongoing design refinements.

The project's engineering cost estimate ranges from $2.7 million to $3.1 million, targeting the comprehensive renovation of Geer Park to include sports field improvements and potentially a new dog park. The technical drawings specify detailed infrastructure requirements, including 6" perforated storm pipe installations, storm drainage cleanouts, riprap pad installations, and specialized pedestrian crossing safety features. The design incorporates precise elevation measurements, drainage slope specifications, and specialized backfill and installation techniques for various park infrastructure components. The documents suggest a sophisticated, multi-component public works project focusing on enhancing park recreational facilities and implementing modern stormwater management and pedestrian safety solutions.

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Other files

File	Type	Posted
722413 Geer Park Addendum 2 Plans.pdf	PDF	May 13, 2025
245127 Updated Bid Opening Zoom Link.pdf	PDF	May 13, 2025
722413 Bid Register Ranked.pdf	PDF	May 13, 2025
722413 Project Manual.pdf	PDF	May 13, 2025
REQ-10700 00127322_ElectronicFingerPrint_Approved2.pdf	PDF	May 13, 2025
722413 Intent to Award.pdf	PDF	May 13, 2025
722413_ADD3.pdf	PDF	May 13, 2025
722413 Final Plans.pdf	PDF	May 13, 2025
Bid Opening Zoom-Teams Link.pdf	PDF	May 13, 2025
722413 -Add 1.pdf	PDF	May 13, 2025
722413 Add 2.pdf	PDF	May 13, 2025
722413-supp-ltr.pdf	PDF	May 13, 2025
722413 Bid Tab.pdf	PDF	May 13, 2025
Irrigation As-Built Add 1 .pdf	PDF	May 13, 2025
722413 Updated Bid Form ADD2.pdf	PDF	May 13, 2025

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72.1 LF 10" STM S=0.0050

EXISTING 15' WATERLINE EASEMENT

(APPROXIMATE LOCATION)

210" IE = 186.10

EXISTING ORDINARY

HIGH WATER

EXISTING VEGETATED

CORRIDOR

(2' PAST OUTLET)

100.0 LF 6" PERF STM S=0.0070100.0 LF 6" PERF STM S=0.0070100.0 LF 6" PERF STM S=0.0070100.0 LF 6" PERF STM S=0.0070

8 TYP.

SDCO-06 1 SDCO-05 1 SDCO-04 1 SDCO-03 1 1SDCO-02

90.0 LF 6" PERF STM S=0.0070

SDCO-07

20.0'

(TYP)

20.0'

(TYP)

8 TYP. 8 TYP.

STORM DRAINAGE DATA

NUMBER

SDCO-02

SDCO-03

SDCO-04

SDCO-05

SDCO-06

SDCO-07

DESCRIPTION

CLEANOUT

RIM ELEV.

193.00

192.39

191.75

191.19

190.83

193.38

INVERT ELEV.

6 " IE OUT (W) = 189.26

6 " IE IN (E) = 189.26

6 " IE OUT (W) = 188.56

6 " IE IN (E) = 188.56

6 " IE IN (E) = 187.86

6 " IE OUT (W) = 187.86

6 " IE IN (E) = 187.16

6 " IE OUT (W) = 187.16

10 " IE OUT (W) = 186.46

6 " IE IN (E) = 186.46

6 " IE OUT (W) = 189.89

SCALE: 1" = '

10 20 40

E N

, O R

L A

N D

S C

A P

A R

C H

I T

E C

T S

C n w g lis an

3A po rt la nd

O R

HHPR

AS NOTED

03.31.2025

2414PROJECT NO.

DATE

DRAWN BY

SCALE

REVISIONS

BID SET

ITY

O F

M D

C W O R

TNOISIVID

GN I

R E E

G E

S po ka ne S tre et

Su ite

Po rtl an d, O R ph on e:

.1 w w .h hp r.c om fa x:

H ar pe r

H ou f P et er so n R ig he lli s I nc

E N

G I

N E

A N

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R S

S U

CONSTRUCTION NOTES:

C3.2

1 CONSTRUCT STORM CLEANOUT PER COS STD. PLN. 205 ON

SHEET C4.1.

2 INSTALL 3' WIDE X 1' DEEP CLASS 50 RIP RAP PAD FROM 3'

UPHILL OF OUTFALL PIPE (SEE PLANS FOR DIMENSION PAST

OUTLET). SEE DETAIL ON SHEET C4.1.

8 CONSTRUCT 3" PERFORATED STORM PIPE WITH SAND BACKFILL

PER DETAIL ON SHEET C4.2.

14 CONSTRUCT 6" PERFORATED STORM PIPE WITH ROUND DRAIN

ROCK BACKFILL PER DETAIL ON SHEET C4.2.

STORM & UTILITY PLAN

1 ADDENDUM #1 5/23/25

1 1

NYLOPLAST BASIN

NTS

3" PERFORATED STORM

PIPE CONNECTION

NTS

6" PERFORATED STORM

PIPE CONNECTION

NTS

12"

36"

12" MIN

4" MIN

IE = PER

PLAN

45°

PIPE SIZE

PER PLAN

12" PEDESTRIAN LOCKING

GRATE ASSEMBLY TO

MATCH BASIN O.D.

PVC AREA DRAIN

BY NYLOPLAST

OR APPROVED EQUAL

NOTES:

1 - TRAP TO BE REMOVABLE TO ALLOW FOR FULL ACCESS TO OUTLET PIPE.

2 - FRAMES, GRATES, HOODS, & BASE PLATES SHALL BE DUCTILE IRON PER

ASTM A536 GRADE 70-50-05

3 - THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR

MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED

IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL

BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321.

4 - PVC AREA DRAIN BASIN SHALL BE OREGON PLUMBING CODE APPROVED.

REMOVABLE ELBOW

AREA DRAIN

NTS

FRONT VIEW SIDE VIEW

RECTANGULAR RAPID FLASHING BEACON SYSTEM

PEDESTRIAN PEDISTAL INSTALLATION

NTS

PROVIDE FRAME AND GRATE

SET TOP OF GRATE TO TOP

OF FINISH STONE (TYP)

BOTTOM FLANGE OF CASTING

MUST BE SUPPORTED BY

CONCRETE COLLAR (TYP)

FIELDTURF SYSTEM

6" THICK CONCRETE

COLLAR (TYP)

#57 STONE TRENCH

BACKFILL (TYP)

PROVIDE 5' OF SOLID

HDPE PIPING AT EACH

STRUCTURE - ALL

OUTLETS (TYP)

BACKFILL MATERIAL

SEE NOTES (TYP)

PROVIDE 12" DEEP

MAINTENANCE SUMP

SUBGRADE LINER (REFER TO

STONE BASE SECTION FOR

TYPE)

3" PERFORATED PIPE

SAND BACKFILL

6" PERFORATED

STORM PIPE

1" ROUND DRAIN

ROCK

TOP SOIL

FINISH GRADE

3" PIPE CONNECTION

GEOTEXTILE FABRIC

CONSTRUCT FOUNDATION

ACCORDING TO TM457 "VEHICLE

SIGNAL PEDESTAL" (SEE DETAIL

"A" AT RIGHT FOR ROD CIRCLE).

STD. PEDESTRIAN SIGNAL PEDESTAL

4" DIA. STD. GALVANIZED STEEL PIPE

(ASTM A53, SCH. 40, 1/2" O.D.)

(PROVIDED BY OWNER)

INSTALL PEDESTRIAN PUSHBUTTON AND

INSTRUCTION SIGN (PROVIDED BY OWNER)

SUPPLEMENTAL STD. YELLOW SIGN

(PROVIDED BY OWNER). SEE TM677

FOR (SSC) STAINLESS STEEL CLAMP

DETAIL. (PROVIDED BY OWNER)

36" X 36" W11-2 STD. YELLOW (Y1)

PEDESTRIAN CROSSING SIGN WITH

FLASHERS (PROVIDED BY OWNER) SEE

TM677 FOR (SSC) STAINLESS STEEL CLAMP

DETAIL (PROVIDED BY OWNER)

SOLAR PANEL ENERGY SOURCE

(PROVIDED BY OWNER)

CONDUIT

(SIZE AS REQ'D.)

5/8" X 8'

GROUND ROD

NOTES:

1. RECTANGULAR RAPID FLASHING BEACON (RRFB) CROSSWALK SYSTEM SHALL COMPLY WITH CURRENT

MUTCD AND FHWA MEMORANDUM DATED JULY 16, 2008, GRANTING INTERIM APPROVAL FOR OPTIONAL

USE OF RRFB AS WARNING BEACONS UNDER LIMITED CONDITIONS.

2. RRFB ASSEMBLY TO BE PROVIDED BY OWNER. CONTRACTOR TO FURNISH AND INSTALL FOOTINGS.

CONTRACTOR TO ATTACHE OWNER-PROVIDED RRFB ASSEMBLY TO FOOTINGS.

3. SEE CURRENT MUTCD FOR SIGN SIZE AND ADVANCE WARNING REQUIREMENTS.

30 LB. BUILDING

PAPER GASKET (TYP.)

FRANGIBLE BASE MOUNTED

FLUSH WITH SIDEWALK OR

ISLAND. SEE TM457 FOR

ADDITIONAL INFORMATION.

PUSH

BUTTON

FOR

DETAIL "A"

9" X 12" R10-25 R OR L

PEDESTRIAN PUSHBUTTON SIGN

(PROVIDED BY OWNER)

3/4" ANCHOR RODS X

30" L X 4" HOOK (ASTM

A36 OR A307 OR F1554)

12" ROD CIRCLE (RC)

FRANGIBLE BASE

YIELD TO

CROSSWALK

NATIVE BACKFILL

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L A

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S C

C H

I T

E C n w g lis an

3A po rt la nd

O R

HHPR

AS NOTED

03.31.2025

2414PROJECT NO.

DATE

DRAWN BY

SCALE

REVISIONS

BID SET

ITY

O F

M D

C W O R

TNOISIVID

GN I

R E E

G E

S po ka ne S tre an d, O R ph on e:

.1 w .h hp

H ar pe r

H ou f P et er so n R ig he lli s I nc

E N

G I

N E

A N

N E

R S

S U

C4.2

STANDARD DETAILS

1 ADDENDUM #1 5/23/25

E N

, O R

L A

N D

S C

C H

I T

E C n w g lis an

3A po rt la nd O

BDM

AS NOTED

04.04.25

2414PROJECT NO.

DATE

DRAWN BY

SCALE

REVISIONS

BID SET

ITY

O F

M D

L5.3

C W O R

TNOISIVID

GNI

R E E

G E

S po ka ne S tre an d, O R ph on e:

.1 w .h hp

H ar pe r

H ou f P et er so n R ig he lli s I nc

E N

G I

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DETAILS

ADDENDUM #1 5.28.20251

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POP-UP ROTOR SPRINKLER: SET HEAD FLUSH WITH FINISH GRADE AFTER SETTLING

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FINISH GRADE

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1" PREMADE LASCO SWING JOINT

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NIPPLE TO BE 30°OFF HORIZONTAL

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LATERAL LINE

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SCH 40 PVC TEE OR ELL WITH THREADED OUTLET, TYP.

AutoCAD SHX Text NOTE: INSTALLATION SHALL BE PER ALL APPLICABLE ELECTRICAL CODES. VERIFY LOCATION PRIOR TO INSTALLATION. INSTALL CONTROLLER PER MANUFACTURER'S INSTRUCTIONS.

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SWEEP ELL ON ALL ELECTRICAL CONDUIT

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FINISH GRADE

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ELECTRICAL CONDUIT FOR IRRIGATION WIRING

AutoCAD SHX Text CONDUIT FOR 120V ELECTRICAL SERVICE WITH JUNCTION BOX, COORDINATE WITH ELECTRICAL

AutoCAD SHX Text AUTOMATIC CONTROLLER WITH LOCKABLE DOOR, MOUNTED ON BUILDING WALL; COORDINATE INSTALLATION WITH APPLICABLE TRADES.

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24" MIN.

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42" MIN.

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MAINLINE

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SCH 40 PVC FITTINGS, TYP

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CONCRETE BRICK UNDER EACH CORNER OF VALVE BOX, TYP

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DRAIN ROCK, 4" MIN DEPTH, KEEP BELOW VALVE AND PIPE

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LATERAL LINE

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COILED CONTROL WITH WATERTIGHT CONNECTORS, TYP

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VALVE BOX WITH EXTENSIONS AS REQUIRED, SET FLUSH WITH FINISH GRADE

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REMOTE CONTROL VALVE, SEE PLAN FOR SIZE

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FINISH GRADE

AutoCAD SHX Text NOTES: 1. PVC PIPE AND FITTINGS UPSTREAM OF VALVE TO BE PVC PIPE AND FITTINGS UPSTREAM OF VALVE TO BE SAME SIZE AS MAINLINE OR AS INDICATED ON PLAN. 2. USE TEFLON TAPE ON ALL THREADED CONNECTIONS.USE TEFLON TAPE ON ALL THREADED CONNECTIONS.

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SCH 80 PVC NIPPLE

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BRASS GATE VALVE, LINE SIZE

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SCH KBI UNION, BOTH SIDES OF VALVE

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MAINLINE, TYP

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CONCRETE BRICK UNDER EACH CORNER OF VALVE BOX

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DRAIN ROCK, 3" MIN DEPTH, KEEP BELOW VALVE AND PIPE

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MALE ADAPTERS, BOTH SIDES, TYP

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BRASS GATE VALVE, TYP

AutoCAD SHX Text 10" ROUND VALVE BOX AND EXTENSIONS AS REQUIRED; SET TOP OF BOXES FLUSH WITH FINISH GRADE

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FINISH GRADE

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LOCKABLE VALVE BOX LID

AutoCAD SHX Text STANDARD VALVE BOX AND EXTENSIONS AS REQUIRED; SET TOP OF BOXES FLUSH WITH FINISH GRADE

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FINISH GRADE

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LOCKABLE VALVE BOX LID

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MAINLINE, TYP

AutoCAD SHX Text BRASS GATE VALVE, LINE SIZE; INSTALL SO THE HANDLE IS ON THE SIDE OF THE VALVE WITH SUFFICIENT SPACE TO OPERATE

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CONCRETE BRICK UNDER EACH CORNER OF VALVE BOX

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DRAIN ROCK, 3" MIN DEPTH, KEEP BELOW VALVE AND PIPE

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MALE ADAPTERS, BOTH SIDES

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FINISH GRADE

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SCH 40 PVC TEE OR ELL

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SCH 40 PVC STREET ELL

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30°TYP

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SCH 80 PVC NIPPLE, LENGTH AS REQUIRED

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CONC. BRICK, (3) MIN EQ. SP.

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(2) SCH 40 STREET ELLS

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REBAR STAKE, SECURE QUICK COUPLER TO STAKE WITH PIPE CLAMPS, TYP

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DRAIN ROCK, 3" MIN DEPTH

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QUICK COUPLING VALVE

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VALVE BOX WITH LOCKABLE LID, SET FLUSH WITH FINISH GRADE

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NOTE: USE TEFLON TAPE ON USE TEFLON TAPE ON ALL THREADED CONNECTIONS.

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MAINLINE, TYP

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SCH 80 PVC NIPPLE, LENGTH AS REQUIRED

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AutoCAD SHX Text SPECIFIED IRRIGATION HEAD: SET HEAD FLUSH WITH FINISH GRADE AFTER SETTLING (FLUSH WITH MULCH AND 2" ABOVE SOIL IN SHRUB AREAS)

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FINISH GRADE

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38" BARBED INSERT X " MALE 12" MALE THREADED ELBOW

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12" MARLEX STREET ELBOW

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POLY-PIPE SWING JOINT

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38" BARBED INSERT X " MALE 12" MALE THREADED ELBOW

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LATERAL LINE

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12" MARLEX STREET ELBOW

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SCH 40 PVC FITTED WITH THREADED OUTLET

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NOTE: PLUMB HEAD TO BOTTOM OUTLET ONLY.

AutoCAD SHX Text BUNDLED REMOTE CONTROL VALVE WIRES BESIDE/BELOW MAINLINE ON OPPOSITE SIDE OF SWING JOINTS, TYP.

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MAINLINE, SEE PLAN FOR SIZE

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TRACER WIRE

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LATERAL LINE, SEE PLAN FOR SIZE

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SPECIFIED BACKFILL

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FINISH GRADE

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ADJACENT MATERIAL, SEE PLAN

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1'-6" MIN.

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2' MIN.

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LATERAL LINE, SEE PLAN FOR SIZE

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BUNDLED REMOTE CONTROL WIRES

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MAINLINE, SEE PLAN FOR SIZE

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SLEEVE, SEE PLAN FOR SIZE

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TRACER WIRE

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SAND BACKFILL

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TYPICAL TRENCH BACKFILL

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SUBGRADE

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AGGREGATE BASE, TYP

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PAVING, CONDITION VARIES, SEE PLANS

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FINISH GRADE OF PAVING

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2' MIN.

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6" MIN.

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6" TYP.

AutoCAD SHX Text VALVE BOX WITH LOCKABLE LID. IN SHRUB AREAS, SET FLUSH WITH FINISH GRADE OF MULCH AFTER SETTLING. IN TURF AREAS, SET LID FLUSH WITH TURF.

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FINISH GRADE

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6" SCH. 40 PVC ACCESS SLEEVE

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34" DRAIN ROCK, 4" MIN. DEPTH

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CONCRETE BRICK, 3 MIN.

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WRAP BOTTOM OF VALVE BOX WITH FILTER FABRIC

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MAINLINE

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MANUAL DRAIN VALVE WITH SCH 40 FITTINGS

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SCH 80 PVC NIPPLE

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2 CU. FT. DRAIN ROCK, WRAPPED WITH FILTER FABRIC

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24" MIN.

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ROOTBALL

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LATERAL PIPE

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PVC TEE OR ELL

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SPECIFIED ROOT WATERING SYSTEM

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PVC TEE OR ELL

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1/2" MALE NPT INLET

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FINISH GRADE

AutoCAD SHX Text NOTES: 1. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH. 2. RWS TO BE LOCATED UPHILL OF ROOTBALL IN SLOPED AREAS. RWS TO BE LOCATED UPHILL OF ROOTBALL IN SLOPED AREAS. 3. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 34" GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 4. ONCE RWS HAS BEEN INSTALLED, FILL THE BASKET WITH PEA ONCE RWS HAS BEEN INSTALLED, FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID.

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WYE

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TEE

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BEND

AutoCAD SHX Text NOTES: 1. THRUST BLOCKS TO BE INSTALLED AT ALL MAINLINE CHANGES THRUST BLOCKS TO BE INSTALLED AT ALL MAINLINE CHANGES OF DIRECTION 2. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. 3. CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH. 4. THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD RESULTANT THRUSTS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. 5. THRUST BLOCKS TO BE FULLY MIXED CONCRETE, PRIOR TO THRUST BLOCKS TO BE FULLY MIXED CONCRETE, PRIOR TO PLACEMENT, SIZED PER SPECS. 6. CONCRETE TO CURE A MINIMUM OF 72 HOURS PRIOR TO CONCRETE TO CURE A MINIMUM OF 72 HOURS PRIOR TO FILLING MAINLINE AND PERFORMING PRESSURE TESTS.

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IRRIGATION CONTROLLER, WALL MOUNTED

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NTS

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AutoCAD SHX Text REMOTE CONTROL ZONE w/ BALL VALVE

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NTS

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GATE VALVE

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NTS

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GATE VALVE

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NTS

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TREE BUBBLER

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NTS

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QUICK COUPLER

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NTS

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SPRAY HEAD

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NTS

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ROTOR POP-UP SPRINKLER

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NTS

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IRRG TRENCH

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NTS

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IRRG SLEEVE

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NTS

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MANUAL DRAIN VALVE

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NTS

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THRUST BLOCK

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NTS

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NOT USED

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NTS

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NOT USED

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NTS

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Sheets and Views

C3.2

File details come from the government source that posted it. Updated Jun 9, 2025.