722413 Geer Park Addendum 2 Plans.pdf

PDF 2 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

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Written by GovTribe AI · Jun 9, 2025

This document is a set of construction plans for the Geer Park Improvements project, prepared by Harper Houf Peterson Righellis Inc. for the City of Salem Department of Public Works. The plans, marked as Addendum #2 dated 6/05/25, detail storm drainage and landscape infrastructure improvements, including storm drainage systems, catch basins, rain gardens, and utility modifications. The project involves installing 69.0 linear feet of 6" perforated storm drainage, 16.0 LF of 10" storm drainage with varying slopes, and constructing various drainage structures including type 3 and type 4 catch basins, a beehive inlet control structure, and reconnecting to existing storm manholes.

The project appears to be part of a broader park improvement initiative with an engineer's cost estimate ranging from $2.7 to $3.1 million. The detailed plans include specific technical specifications for drainage infrastructure, fence installations, site furnishings like benches and bike racks, and comprehensive landscaping elements. The construction documents provide precise elevation data, drainage slope calculations, and detailed installation instructions for various park infrastructure components. The plans are part of a bid set, suggesting the project is currently in the procurement phase, with potential contractors expected to submit detailed proposals based on these comprehensive engineering and landscape design specifications.

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Other files

File	Type	Posted
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
Plans Add 1.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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PARK AVE NE

RGA

TOP ELEV = 192.40

TOP AREA = 1406 SF

BTM ELEV = 190.40

BTM AREA = 253 SF

DRAIN ROCK AREA = 253 SF

DRAIN ROCK DEPTH = 0.75'

GREENWAY DR NE

69.0 LF 6" PERF STM

16.0 LF 10" STM S=0.0100

18.0 LF 10"

STM S=0.0050

22.0 LF 10"

STM S=0.0050

6" IE = 190.40

SDCS-01

SDCB-01

SDCB-02

(3' PAST OUTLET)

EX SDMH-01

31710" IE = 193.66 SDCB-03

14.5 LF 10" STM S=0.0100

RAIN

GARDEN CROSS

CTIO

190.43 FG

190.56 FG

190.68 FG

190.81 FG

191.04 FG

191.64 FG

192.07 FG

192.50 FG

194.02 FG

0.5%

0.9%

1.9%

1.7%

6.1%

STORM DRAINAGE DATA

NUMBER

EX SDMH-01

SDCB-01

SDCB-02

SDCB-03

SDCS-01

DESCRIPTION

EXISTING STORM

MANHOLE

TYPE 4 CATCH BASIN

TYPE 3 CATCH BASIN

BEEHIVE INLET

CONTROL STRUCTURE

RIM ELEV.

191.39

192.53

190.92

196.81

191.90

INVERT ELEV.

10 " IE IN (NE) = 187.70

10 " IE OUT (NE) = 190.56

10 " IE OUT (SW) = 187.81

10 " IE IN (NE) = 187.81

10 " IE OUT (W) = 193.81

10 " IE OUT (SW) = 187.90

6 " IE IN (SE) = 187.90

0+00 0+50 1+00 1+50 1+80

SDCS-01

BEEHIVE INLET

RIM = 191.90

6" IE IN (SE) = 187.90

10" IE OUT (SW) = 187.90

BOTTOM GROWING MEDIUM = 188.90

BOTTOM SEPARATION LAYER = 188.65

BOTTOM DRAIN ROCK = 187.90

BOTTOM = 190.40

PONDING ELEVATION = 191.90

WQ ELEVATION = 190.65

TOP OF POND = 192.40

SCALE: 1" = '

10 20 40

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HHPR

AS NOTED

03.31.2025

2414PROJECT NO.

DATE

DRAWN BY

SCALE

REVISIONS

BID SET

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G E

S po ka ne S tre et

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Po rtl an d, O R ph on e:

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H ar pe r

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

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C3.3

CONSTRUCTION NOTES:

STORM & UTILITY PLAN

HORIZ. SCALE: 1" =

VERT. SCALE: 1" =

RAINGARDEN A CROSS SECTION

20' 5'

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.

3 INSTALL TYPE 3 CATCH BASIN PER COS STD. PLN. 202 ON SHEET

C4.1.

4 INSTALL TYPE 4 CATCH BASIN PER COS STD. PLN. 203 ON SHEET

C4.1.

5 CONSTRUCT 6" PERFORATED STORM UNDERDRAIN PER COS

STD. PLNS. 217 AND 221 ON SHEET C4.1.

6 CONSTRUCT RAIN GARDEN WITH WATERPROOF LINER PER COS

STD. PLNS. 217 AND 221 ON SHEET C4.1.

7 CONSTRUCT BEEHIVE INLET CONTROL STRUCTURE PER COS STD.

PLNS. 246, 251D, AND 251E ON SHEETS C4.1 AND C4.2.

9 CONNECT 10" STORM LINE TO EXISTING MANHOLE PER

MANHOLE CONNECTION DETAIL ON SHEET C4.1. CONTRACTOR

TO POTHOLE AND FIELD VERIFY LOCATION AND DEPTH OF

EXISTING INVERTS PRIOR TO CONSTRUCTION.

11 SAWCUT AND REMOVE EXISTING ASPHALT FOR STORM

INSTALLATION PER COS STD. PLNS. 601 AND 605 ON SHEET C4.2.

TRENCH TO BE 28" WIDE.

12 RECONSTRUCT EXISTING DRAINAGE DITCH. REFER TO

LANDSCAPE PLANS FOR GRADING INFORMATION.

17 CONNECT 10" STORM LINE TO EXISTING STORM MAIN PER PIPE

CONNECTION DETAIL ON SHEET C4.1. CONTRACTOR TO

POTHOLE AND FIELD VERIFY LOCATION AND DEPTH PRIOR TO

CONSTRUCTION.

24 REMOVE EXISTING DITCH INLET.

26 REMOVE EXISTING CATCH BASIN.

2 ADDENDUM #2 6/05/25

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C n w g lis an

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BDM

AS NOTED

04.04.25

2414PROJECT NO.

DATE

DRAWN BY

SCALE

REVISIONS

BID SET

ITY

O F

M D

L5.1

C W O R

TNOISIVID

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G E

S po ka ne S tre et

Su ite

Po rtl an d, O R ph on e:

.1 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

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DETAILS

ADDENDUM #2 6.05.20251

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PEDESTRIAN CONC. PAVING

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COMPACTED AGGREGATE BASE COURSE

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BIKE RACK, OFCI

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FLANGE AND TAMPER-RESISTANT CONCRETE ANCHORS, PER MANFACTURER

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MOW BAND, SEE MATERIALS PLANS

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1 5/8" O.D. BOTTOM POST, CONT, TYP

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C.I.P. CONCRETE FOOTING, TYP

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TENSION BAR AND MOUNTING HARDWARE, TYP

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4" O.D. POWDERCOATED. STEEL GATE POST, TYP

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BLACK VINYL-COATED CHAINLINK FENCING, 9 GAUGE, TYP

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1 " O.D. TOP 58" O.D. TOP RAIL, CONT, TYP

AutoCAD SHX Text 2 " O.D. POWDERCOATED. STEEL INTERMEDIATE POST, TYP12" O.D. POWDERCOATED. STEEL INTERMEDIATE POST, TYP

AutoCAD SHX Text 1'

AutoCAD SHX Text NOTE: : 1. CONTRACTOR TO PROVIDE ALL EQUIPMENT AND HARDWARE NECESSARY FOR COMPLETE INSTALLATION OF CHAINLINK FENCE.

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TOP HINGE, TYP

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PEDESTRIAN GATE

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GATE (SQUARE TUBE)

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BOTTOM HINGE, TYP

AutoCAD SHX Text 1'-3"

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3" O.D. POWDERCOATED. STEEL GATE POST, TYP

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COMPACTED AGGREGATE BASE COURSE, TYP

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-6"

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PLUNGER BAR

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TRUSS RODS, TYP

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LATCH FORK, TYP

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C.I.P. CONCRETE FOOTING WITH PLUNGER BAR CATCH

AutoCAD SHX Text L5.1

AutoCAD SHX Text 1-4

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SEE PLANS

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MAX POST SPACING - 10'-0"

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CONCRETE FOOTING FOR FENCE POST, SIZED PER MANUFACTURER'S RECOMMENDATIONS

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AMENDED TOPSOIL, SEE SPECS

AutoCAD SHX Text METAL EDGER. 3/16"x4" STEEL 3/16"x4" STEEL HEADER WITH INTERLOCKING STAKE 2'-0" O.C.; SET TOP OF HEADER AT FLUSH WITH FINISH GRADE OF FINISH GRADE OF LAWN

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FINISH GRADE, LAWN AREA / SHRUB BED

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FENCE POST, SEE SPECS

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EQ., 6" MIN

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EQ., 6" MIN

AutoCAD SHX Text 4"*

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14"-MINUS (W/ FINES), COMPACTED GRAVEL

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FILTER FABRIC, 3 SIDES

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COMPACTED SUBGRADE

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COMPACTED AGGREGATE BASE COURSE

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#4 BAR, CENTERED, CONT., 3" CLEAR AT ENDS

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AMENDED TOPSOIL, SEE SPECS

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FINISH GRADE, LAWN AREA / SHRUB BED

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12" RADIUS, TYP., BOTH SIDES

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C.I.P. CONC. BAND, LIGHT BROOM FINISH, SEE SPECS

AutoCAD SHX Text NOTE: 1. PROVIDE EXPANSION JOINTS EVERY 30 FEET PROVIDE EXPANSION JOINTS EVERY 30 FEET MAX. AND AT CHANGES IN DIRECTION. 2. FENCE NOT SHOWN FOR GRAPHIC CLARITYFENCE NOT SHOWN FOR GRAPHIC CLARITY

AutoCAD SHX Text 6"*

AutoCAD SHX Text 4"

AutoCAD SHX Text 1'

AutoCAD SHX Text 4"

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FINISH GRADE, LAWN AREA / SHRUB BED

AutoCAD SHX Text 4"*

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NOTE: FENCE NOT SHOWN FOR GRAPHIC CLARITY

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CONCRETE FOOTING FOR FENCE POST, SIZED PER MANUFACTURER'S RECOMMENDATIONS

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AMENDED TOPSOIL, SEE SPECS

AutoCAD SHX Text METAL EDGER. 3/16"x4" STEEL 3/16"x4" STEEL HEADER WITH INTERLOCKING STAKE 2'-0" O.C.; SET TOP OF HEADER AT FLUSH WITH FINISH GRADE OF FINISH GRADE OF LAWN

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14"-MINUS (W/ FINES), COMPACTED GRAVEL

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FILTER FABRIC, 3 SIDES

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BENCH

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COMPACTED AGGREGATE BASE

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COMPACTED SUBGRADE

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SURFACE MOUNT

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CONCRETE PAVING, THICKENED FOR SURFACE MOUNT, SEE PLANS

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

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THICKENED 6" SLAB FOR SURFACE MOUNT

AutoCAD SHX Text 3'-6"

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CONCRETE PAVING, THICKENED FOR SURFACE MOUNT

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SURFACE MOUNT, BOLT DOWN OPTION, TYP,

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PICNIC TABLE, SEE PLAN FOR LOCATIONS

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AutoCAD SHX Text L5.0

AutoCAD SHX Text 6"

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CONCRETE FOOTING FOR FENCE POST, SIZED PER MANUFACTURER'S RECOMMENDATIONS

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COMPACTED SUBGRADE

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AGGREGATE BASE FOR MOWBAND

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AMENDED TOPSOIL, SEE SPECS

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CONCRETE MOWBAND

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AutoCAD SHX Text 4.1

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FINISH GRADE, LAWN AREA / SHRUB BED

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FENCE POST, SEE SPECS

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EQ., 6" MIN

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EQ., 6" MIN

AutoCAD SHX Text 6"*

AutoCAD SHX Text 22'-0"

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text 8'-11"

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 9'-0"

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PET WASTE BAG DISPENSER, TYP

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BOTTLE FILLER STATION

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AutoCAD SHX Text 9/13

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BENCH

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FENCE MOW STRIP W/ METAL EDGER, BOTH SIDES

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AutoCAD SHX Text 1-4

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4' WIDE, 180° SWING, CLF GATEW/CLASP, TYP

AutoCAD SHX Text 4'-3"

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WASTE RECEPTACLE, TYP

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BOTTLE FILLER STATION

AutoCAD SHX Text FENCE: BASE BID: WOOD FENCE POSTS W/ METAL MESH INFILL ADD ALTERNATE: CHAIN LINK FENCE, TYP

AutoCAD SHX Text NOTES: : 1. CONTRACTOR TO PROVIDE ALL EQUIPMENT AND HARDWARE NECESSARY CONTRACTOR TO PROVIDE ALL EQUIPMENT AND HARDWARE NECESSARY FOR COMPLETE INSTALLATION OF FENCE AND GATES. OF FENCE AND GATES. 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. 3. MOW BAND NOT SHOWN FOR GRAPHIC CLARITY.MOW BAND NOT SHOWN FOR GRAPHIC CLARITY.

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6" TREATED WOOD POST, TYP

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COMPACTED GRAVEL

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COMPACTED SUBGRADE

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3', TYP

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12', TYP

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

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PERSON GATE, SEE PLAN

AutoCAD SHX Text 8'

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MAINTENANCE GATE, SEE PLAN

AutoCAD SHX Text 14 GA. 2"X4" WOVEN WIRE MESH FENCE FASTENED TO POSTS WITH DOUBLE BARBED FENCING STAPLES.

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3 " ROUND PRESSURE TREATED 12" ROUND PRESSURE TREATEDTOP RAIL AT GATE POST, TYP

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6" ROUND PRESSURE TREATEDPOST, TYP

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4" PRESSURE TREATED CROSSBRACE AT GATE POST, TYP

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LATCH HARDWARE, TYP

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LATCH HARDWARE, TYP

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4', TYP

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TYPICAL LINE POST

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TYPICAL GATE/CORNER POST

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FENCE POST @ CONC. MOWBAND (ADD ALT)

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AutoCAD SHX Text Scale - 1 1/2" = 1'-0"

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CONCRETE MOWBAND (ADD ALT)

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AutoCAD SHX Text Scale - 1 1/2" = 1'-0"

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GRAVEL MOW BAND (BASE BID)

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AutoCAD SHX Text Scale - 1 1/2" = 1'-0"

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ADD ALTERNATE 4' CHAIN LINK FENCE

AutoCAD SHX Text Elevation

AutoCAD SHX Text Scale - 1/2" = 1'-0"

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BIKE RACK

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AutoCAD SHX Text Scale - 1" = 1'-0"

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BENCH

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AutoCAD SHX Text Scale - 1" = 1'-0"

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PICNIC TABLE

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AutoCAD SHX Text Scale - 1/2" = 1'-0"

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FENCE POST AT GRAVEL MOW BAND (BASE BID)

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AutoCAD SHX Text Scale - 1 1/2" = 1'-0"

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DOG PARK GATE ENLARGEMENT

AutoCAD SHX Text Plan

AutoCAD SHX Text Scale - 1/8" = 1'-0"

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4' WOOD POST AND METAL MESH INFILL FENCE

AutoCAD SHX Text Elevation

AutoCAD SHX Text Scale - 1/2" = 1'-0"

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Sheets and Views

C3.3

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