Exhibit N East Main Park Pump Track Drawings.pdf

PDF 27 MB Posted Oct 9, 2025

Attached to: East Main Community Park Development- Phase I ITB
Solicitation number: S-KA0010-00015127
Issued by: Jackson County, Amity City, Oregon

About this file

Written by GovTribe AI · Oct 13, 2025

This document is a detailed set of engineering and design drawings for the East Main Park Pump Track project in Ashland, Oregon, prepared by American Ramp Company for the City of Ashland Parks and Recreation Department. The project involves constructing a 6,573 square foot asphalt pump track located at 2228 E Main St., designed for all ages and riding abilities, with features including a starting platform, safety lines, berms, and a wall ride. The design is dated April 09, 2025, with construction documents specifying a 3-inch thick hot mix asphalt riding surface, precise grading requirements, and drainage infrastructure including multiple Nyloplast drain basins.

The project specifications include rigorous quality assurance standards, requiring laser-level accuracy for sub-grades and finish grades, compaction of fills to 90-95% dry density, and specific dimensional tolerances for track features. The pump track will have a starting platform height of 4.25 feet, berm heights maxing at 4.25 feet, and pump spacing between 8 and 18 feet. The design incorporates artificial turf islands, decomposed granite mow strips, and metal landscape edging. Total material quantities include approximately 2,388 square feet of asphalt floors and platforms, 4,002 square feet of riding surface, and 561 linear feet of landscape edging. The project appears fully funded and is part of a broader park development initiative in Ashland.

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Other files

File	Type	Posted
Exhibit O Pump Track Cost Estimate.pdf	PDF	Oct 9, 2025
Addendum No. 1.pdf	PDF	Oct 9, 2025
025-24 Ashland E. Main Park Structures.pdf	PDF	Oct 9, 2025
REVISED Bid Schedule No. 1.pdf	PDF	Oct 9, 2025
Exhibit O CXT Precast Concrete Building Order Checklist.pdf	PDF	Oct 9, 2025
Addendum 3 - Hose Bib Detail.pdf	PDF	Oct 9, 2025
Addendum No. 2.pdf	PDF	Oct 9, 2025
Exhibit O CXT Precast Concrete Building Ordering Information.pdf	PDF	Oct 9, 2025
X-PUMP.dwg	DWG drawing	Oct 9, 2025
L-BASE.dwg	DWG drawing	Oct 9, 2025
Addendum 3 - Revised Bid Schedule No. 2.pdf	PDF	Oct 9, 2025
Addendum No 3.pdf	PDF	Oct 9, 2025
X-SRV.dwg	DWG drawing	Oct 9, 2025
Mandatory Prebid Questions and Attendance Roster 10.23.25.pdf	PDF	Oct 9, 2025
Exhibit M East Main Park Construction Specifications.pdf	PDF	Oct 9, 2025
Exhibit N East Main Park Development Drawings.pdf	PDF	Oct 9, 2025
X-GRD.dwg	DWG drawing	Oct 9, 2025
EMPark Civil Base.dwg	DWG drawing	Oct 9, 2025
Addendum 3 - Section 265600-RIB-Exterior Lighting.pdf	PDF	Oct 9, 2025

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SHEET INDEXSHEET INDEXPROJECT INFORMATIONPROJECT INFORMATION

CUSTOMER: CUSTOMER:

SITE ADDRESS:SITE ADDRESS:

PROJECT NAME: PROJECT NAME:

CUSTOMER ADDRESS: CUSTOMER ADDRESS:

EAST MAIN PARK PUMPTRACK

2228 E MAIN ST.

ASHLAND, OR

97520

CITY OF ASHLAND

20 E MAIN ST.

ASHLAND, OR

97520

PROJECT LOCATION MAPPROJECT LOCATION MAPVICINITY MAPVICINITY MAP

6573.0 ft²

AREA

PLAN IDENTIFIERPLAN IDENTIFIER

APRIL 09, 2025APRIL 09, 2025

DATE OF LAST REVISION

100%PERCENTAGE

COMPLETED

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

WWW.AMERICANRAMPCOMPANY.COMWWW.AMERICANRAMPCOMPANY.COM

601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

PHONE: 1-800-949-2024 - FAX: PHONE: 1-800-949-2024 - FAX:

1-417-206-68881-417-206-6888

REV.#

DESCRIPTION DATE

DRAWN BY:

APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/09/2025

°1 1'3 2" N 2° '3 0" W

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

COVER

PT-01

O F

E M

D, O R

07961

D, O R

1/32" = 1'-0"

AREA PLANAREA PLAN33

*RENDERING IS JUST A VISUAL REPRESENTATION OF THE ACTUAL DESIGN CHANGES BETWEEN RENDERING AND THE CONSTRUCTION DOCUMENT MAY OCCUR.

12'-0"

3/8"0"

0" 24'-0"

3/4"

48'-0"

1 1/2"

96'-0"

Scale 1/32" = 1'-0"

No. SHEET NAME

PT-01 COVER

PT-02 PROJECT NOTES

PT-03 EXISTING CONDITIONS / CONSTRUCTION BOUNDARIES

PT-04 STAKE-OUT LOCATIONS

PT-05 DRAINAGE

PT-06 FINISHED GRADING

PT-07 ELEVATIONS

PT-08 DIMENSIONS I

PT-09 DIMENSIONS II

PT-10 MATERIALS

PT-11 SECTIONS

PT-12 DETAILS I

PT-13 DETAILS II

NOTE

04/18/2025

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33 22

1. ASPHALT PUMPTRACK SPECIFICATIONS 1. ASPHALT PUMPTRACK SPECIFICATIONS

1.1. WORK ON AN HMA SURFACED PUMPTRACK INCLUDES BUT IS NOT LIMITED TO PROVIDING FIELD DESIGN AND

CONSTRUCTION OF AN HMA-SURFACED PUMP TRACK

1.1.1. FIELD DESIGN AND CONSTRUCTION OF AN HMA-SURFACED PUMP TRACK FOR ALL AGES AND RIDING ABILITIES

1.1.2. THE ABILITY TO RIDE BIKES, AND OTHER APPROVED WHEELED RECREATIONAL DEVICES.

1.1.3. AT MIN 3" THICK 3/8" CLASS HOT MIX ASPHALT PAVING RIDING SURFACE

1.1.4. IMPORTING MATERIALS REQUIRED TO COMPLETE THE WORK

1.1.5. COORDINATING OPERATIONS WITH OTHER WORK OF THE PROJECT.

1.2. QUALITY ASSURANCE 1.2. QUALITY ASSURANCE

1.2.1. CONTRACTOR IS REQUIRED TO MEASURE ALL SUB-GRADES AND FINISH GRADES TO LASER LEVEL ACCURACY AND SHALL PROVIDE A LASER LEVEL ON SITE FOR THE OWNER TO USE FOR CHECKING IF DESIRED

1.2.2. SUBGRADES: PLUS MINUS 1/2"[1.5CM] IN 10'[3M] OF DESIGN ELEVATIONS

1.2.3. OTHER UNPAVED AREAS PLUS OR MINUS 3CM IN 3M FROM DESIGN

1.2.4. COMPACTION FILLS EMBANKMENTS , FINISH GRADES, AND ALL IMPORTED AGGREGATES TO A MAXIMUM OF 90-95% DRY

DENSITY (MDD AS DETERMINED BY ASTM: D 1557 OR AS OTHERWISE NOTED.

1.3. FIELD SURVEYING1.3. FIELD SURVEYING

FIELD SURVEYING SHALL BE CONDUCTED TO BE LASER ACCURATE TO ONE 1/8"[0.25CM]. LASER LEVEL SHALL BE

PRESENT ON SITE AND AVAILABLE FOR USE BY OWNER TO CHECK GRADES.

1.4. PUMP TRACK DIMENSIONS1.4. PUMP TRACK DIMENSIONS

START PLATFORM HEIGHT - 4.25'[1.3M]

BERM HEIGHTS - MAX 4.25'[1.3M]

PUMP SPACING - 8'[2.4M] TO 18'[5.5M] - VARIES BY HEIGHT

BERM RADII - 90-180 DEGREE

1.5. PROTECTION OF EXISTING FACILITIES1.5. PROTECTION OF EXISTING FACILITIES

1.5.1. UTILITIES: THE CONTRACTOR SHALL PROTECT FROM DAMAGE, PRIVATE AND PUBLIC UTILITIES. VERIFY THE LOCATIONS OF UNDERGROUND UTILITIES, CALL LOCAL SERVICE A MINIMUM 48 HOUR PRIOR TO EXCAVATION.

VERIFY LOCATION OF UTILITIES AND IDENTIFY THOSE TO REMAIN INTACT AND IN CONTINUOUS OPERATION.

PROTECT ACTIVE UTILITIES ENCOUNTERED.

1.5.2. PAVEMENT: THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL NEW AND EXISTING PAVEMENT OR PAVED AREAS INCLUDING CURBS AND WALK INTENDED TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR

REPLACEMENT IF DAMAGE OCCURS TO PAVEMENT CURBS.

1.6. BARRIERS AND SAFETY 1.6. BARRIERS AND SAFETY

PROVIDE FOR PROTECTION AS REQUIRED BY LOCAL DEPARTMENT OF LABOR AND INDUSTRIES.

1.7. 1.7. EXECUTIONEXECUTION

1.7.1. PRIOR TO ALL WORK, THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS. PRIOR TO COMMENCING THE TRACK CONSTRUCTION, ALL SITE SURFACE WATER SHALL BE COLLECTED AND ROUTED AWAY

FROM THE WORK AREAS TO FACILITATE THE WORK.

1.7.2. DELAYS MAY OCCUR DUE TO INCLEMENT WEATHER. IT SHALL BE A CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE OWNER AND REQUEST AN EXTENTION OF COMPLETION TIME FOR JUSTIFIED REASONS.

1.8. FINISH ELEVATION AND LINES1.8. FINISH ELEVATION AND LINES

ELEVATIONS SHOWN ON DRAWINGS INDICATE THE GENERAL, FINISHED HEIGHTS FOR ALL BERMS AND ROLLERS.

ELEVATIONS SHOWN ARE MEASURED FROM THE FINISHED SUBGRADE. FINISH ELEVATIONS FOR ALL BERMS, ROLLERS, AND TRACK FEATURES MAY VARY FROM THOSE INDICATED TO ENSURE THE FINAL LAYOUT IS WELL DESIGNED, SAFE, AND THE PUMPTRACK IS FUNCTIONING AS IT SHOULD.

1.09. FILL AND COMPACTION1.09. FILL AND COMPACTION

1.09.1. SPREAD SUBGRADE IN LOOSE LIFTS NOT TO EXCEED 12"[30CM] IN THICKNESS. EACH LIFT SHALL HAVE THE OPTIMUM MOISTURE CONTENT AND MUST BE COMPACTED TO MIN. 95% COMPACTION PRIOR TO PLACING THE NEXT LIFT.

1.09.2. WATER OR AERATE THE FILL MATERIAL AS NECESSARY.

1.09.3. REPEAT COMPACTION PROCESS UNTIL FINISH GRADE IS ATTAINED.

1.10. HMA SURFACING 1.10. HMA SURFACING

1.10.1. OWNER WILL BE NOTIFIED BEFORE HMA IS APPLIED. THIS IS THE PERIOD FOR INSPECTION BEFORE HMA PHASE BEGINS.

1.10.2. HMA WILL BE HAND PLACED AND COMPACTED TO A DEPTH OF 3"[7.5CM] WITH A DRUM ROLLER OR PLATE

COMPACTOR TO 85%-90% COMPACTION.

1.11. GRADING1.11. GRADING

EXCEPT AS OTHERWISE DIRECTED BY THE OWNER, PERFORM ALL ROUGH AND FINISH GRADING REQUIRED TO ATTAIN THE ELEVATIONS REQUIRED FOR AN ACCEPTABLE PUMP TRACK. PROVIDE THE GRADING TO AN ELEVATION TO ALLOW FOR FINISH MATERIALS AND TO ACHIEVE A SMOOTH TRANSITION TO UNDISTURBED GRADES AT THE PROJECT

PERIMETER.

1.12. DISPOSAL OF EXCESS MATERIALS 1.12. DISPOSAL OF EXCESS MATERIALS

1.12.1. EXCAVATED MATERIAL IN EXCESS OF THE MATERIAL USED TO ATTAIN FINISH GRADES SHALL BE STOCKPILED ON SITE OR TRANSPORTED TO A SITE DESIGNATED BY ASHLAND PARKS AND RECREATION REPRESENTATIVE.

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

WWW.AMERICANRAMPCOMPANY.COMWWW.AMERICANRAMPCOMPANY.COM

601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

PHONE: 1-800-949-2024 - FAX: PHONE: 1-800-949-2024 - FAX:

1-417-206-68881-417-206-6888

REV.#

DESCRIPTION DATE

DRAWN BY:

APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/09/2025

°1 1'3 2" N 2° '3 0" W

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

PROJECT NOTES

PT-02

O F

E M

D, O R

07961

D, O R

3/64" = 1'-0"

PROJECT FEATURESPROJECT FEATURES11

8'-0"

3/8"0"

0" 16'-0"

3/4"

32'-0"

1 1/2"

64'-0"

Scale 3/64" = 1'-0"

PROJECT FEATURES

N. DESCRIPTION

1 STARTING AREA

2 SAFETY LINE

3 TYP. NYLOPLAST DRAIN BASIN WITH DOME GRATE

4 PBR 90 DEG WALL RIDE

5 VIEWPOINT DECK (DONE BY OTHERS)

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LEGEND:LEGEND:

PUMP TRACK FOOTPRINT

FIELD MODIFICATION MAY BE MADE BY BUILD TEAM TO OPTIMIZE USER EXPERIENCE

AND SAFETY UPON WRITTEN APPROVAL FROM BOTH THE CUSTOMER AND

AMERICAN RAMP COMPANY.

COORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL POSITIONING AND

DIMENSION CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD FROM THESE

VALUES SHALL FIRST BE CHECKED BY THE CONTRACTOR TO ENSURE THAT THE

LOCATION IS CONSISTENT WITH THE DIMENSIONS AND GRAPHIC LOCATIONS SHOWN

ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY WITH

ANY COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE TO

NOTIFY THE PROJECT DESIGNER PRIOR TO COMMENCING ANY CONSTRUCTION

ACTIVITY THAT MAY BE AFFECTED.

PREPARE SITE ACCORDING TO CONTRACT SPECIFICATIONS

REPLACE UNSUITABLE SOIL PER CONTRACT SPECIFICATION AND CONFIRM

AREAS OF SOIL REPLACEMENT ON SITE WITH THE CITY ENGINEER OR THE

PROJECT MANAGER.

PROTECT EXISTING FEATURES TO REMAIN AND VEGETATION TO KEEP PER

CITY REQUIREMENTS. SEE LANDSCAPE ARCHITECT'S DRAWINGS

MARK ALL UTILITIES ON SITE PRIOR TO CONSTRUCTION. PROTECT ALL

EXISTING UTILITY LINES AND IF NECESSARY RELOCATE UTILITY LINES AND

FEATURES PER CITY

NOTES:NOTES:

SYMBOLSYMBOL DESCRIPTIONDESCRIPTION

SEE CIVIL DRAWINGS FOR CONSTRUCTION

ENTRANCE AND EROSION CONTROL, TO BE

SHARED WITH OVERALL PARK PROJECT

PROJECT BOUNDARY FOR PUMP TRACK

WORK. SEE CIVIL DRAWINGS AND LANDSCAPE

DRAWINGS FOR OVERALL PARK PROJECT /

PHASE ONE WORK

NOT IN CONTRACT

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

WWW.AMERICANRAMPCOMPANY.COMWWW.AMERICANRAMPCOMPANY.COM

601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

PHONE: 1-800-949-2024 - FAX: PHONE: 1-800-949-2024 - FAX:

1-417-206-68881-417-206-6888

REV.#

DESCRIPTION DATE

DRAWN BY:

APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/09/2025

°1 1'3 2" N 2° '3 0" W

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

EXISTING CONDITIONS

/ CONSTRUCTION

BOUNDARIES

PT-03

O F

E M

D, O R

07961

D, O R

1/16" = 1'-0"

EXISTING CONDITIONS / CONSTRUCTION BOUNDARIESEXISTING CONDITIONS / CONSTRUCTION BOUNDARIES11 6'-0"

3/8"0"

0" 12'-0"

3/4"

24'-0"

1 1/2"

48'-0"

Scale 1/16" = 1'-0"

R- 1- 3.

-5

R-1-3.5

ZONING

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FIELD MODIFICATION MY BE BUILD BY BUILD TEAM TO OPTIMIZE USER EXPERIENCE

AND SAFETY UPON WRITTEN APPROVAL OF BOTH THE CUSTOMER AND AMERICAN

RAMP COMPANY.

ALL COORDINATES ARE IN THE EAST MAIN LPD.

TANGENT LINE

P.00 PUMP TRACK PUMP TRACK RIDING SURFACE STAKE-OUT LOCATIONS

C.00 PUMPTRACK BERM, CENTER PUMPTRACK BERM, CENTER STAKE-OUT LOCATIONS

NOTE:NOTE:

LEGEND:LEGEND:

SYMBOLSYMBOL DESCRIPTIONDESCRIPTION

DONE BY OTHERS

DONE BY OTHERS DONE BY OTHERS

DONE BY OTHERS

DONE BY OTHERS DONE BY OTHERS

C.01 C.02

C.03 C.04

C.05

C.07

C.06

C.08

P.02

P.05

P.04

P.03

P.08

P.07

P.10

P.09

P.45P.46

P.40

P.39

P.38

P.37

P.24 P.23

P.17

P.18

P.22P.20 P.19 P.21

P.26

P.28

P.27

P.25

P.30

P.32

P.31

P.29

P.12

P.11P.13

P.16

P.14

P.15

P.36

P.35

P.34P.33

P.41P.42

P.44 P.43

P.01

P.06

DONE BY OTHERS

CONCRETE SIDEWALK AND PAD FOR FUTURE SHELTER BY

OTHERS. SEE CIVIL DRAWINGS AND LANDSCAPE DRAWINGS

FOR OVERALL PARK PROJECT

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

WWW.AMERICANRAMPCOMPANY.COMWWW.AMERICANRAMPCOMPANY.COM

601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

PHONE: 1-800-949-2024 - FAX: PHONE: 1-800-949-2024 - FAX:

1-417-206-68881-417-206-6888

REV.#

DESCRIPTION DATE

DRAWN BY:

APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/09/2025

°1 1'3 2" N 2° '3 0" W

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

STAKE-OUT

LOCATIONS

PT-04

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D, O R

07961

D, O R

1/16" = 1'-0"

STAKE OUT LOCATIONSSTAKE OUT LOCATIONS11

6'-0"

3/8"0"

0" 12'-0"

3/4"

24'-0"

1 1/2"

48'-0"

Scale 1/16" = 1'-0"

STAKE OUT...

MARK EASTING NORTHING

C.01 21997.03 48685.01 C.02 22027.33 48681.70 C.03 22021.17 48658.40 C.04 22049.85 48662.60 C.05 22032.71 48622.72 C.06 22032.59 48584.65 C.07 22024.53 48582.72 C.08 22012.51 48533.77 P.01 22033.70 48700.48 P.02 22050.25 48690.71 P.03 22056.54 48733.57 P.04 22062.62 48738.83 P.05 22056.48 48685.51 P.06 22070.61 48668.95 P.07 21997.74 48691.55 P.08 21998.45 48698.07 P.09 22028.05 48688.24 P.10 22028.76 48694.76 P.11 22029.62 48675.56 P.12 22031.91 48669.42 P.13 22016.58 48670.70 P.14 22018.87 48664.55 P.15 22014.62 48658.10 P.16 22008.06 48657.81 P.17 22017.98 48582.43 P.18 22011.43 48582.14 P.19 22028.76 48577.39

STAKE OUT...

MARK EASTING NORTHING

P.20 22029.77 48570.70 P.21 22031.24 48577.98 P.22 22033.36 48571.56 P.23 22038.23 48588.03 P.24 22043.86 48591.41 P.25 22027.09 48619.35 P.26 22021.46 48615.98 P.27 22026.68 48625.32 P.28 22020.65 48627.91 P.29 22043.82 48665.19 P.30 22037.79 48667.78 P.31 22056.41 48662.30 P.32 22062.96 48662.01 P.33 22053.93 48607.14 P.34 22060.48 48606.85 P.35 22037.52 48558.80 P.36 22042.94 48555.10 P.37 22017.93 48530.07 P.38 22023.35 48526.38 P.39 22006.01 48534.19 P.40 21999.42 48534.62 P.41 22007.47 48557.30 P.42 22000.92 48557.72 P.43 21993.42 48674.59 P.44 21987.15 48672.64 P.45 21990.82 48682.94 P.46 21984.59 48680.85

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IE=1912.45

RE=1916.85

IE=1912.82

RE=1916.85

IE=1913.23

RE=1916.85

IE=1914.00

RE=1916.85

IE=1915.04

RE=1916.85

IE=1915.20

RE=1916.85

IE=1915.29

RE=1916.85

IE=1914.52RE=1916.85

IE=1914.09

RE=1916.85

IE=1913.56

RE=1916.85

IE=1914.59

RE=1916.85

IE=1913.03

IE=1914.41

IE=1914.50

IE=1913.38

IE=1913.45

IE=1913.96

IE=1912.90

IE=1912.73

IE=1912.67

IE=1912.55

SD.05

SD.01

SD.02

SD.03

SD.04

SD.06

SD.07

SD.08

SD.09

SD.10

SD.11

1.5 1.5

1.5% 1.5%

1.5 1.5 % 1.5%

1.5%

1.5% 1.5%

1.5 1.5

1.5%1.5%

26'-8"

7'-6"

37'-8"

8' -1 1"

46'-3"

12'-4"

'-3

6' -3

5' -0

'-5

6' -8

'-1 1"

24'-4" 7'-7"

SEE CIVIL PLANS FOR FURTHER

DRAINAGE DETAILS

LEGEND:LEGEND:

FIELD MODIFICATION MY BE BUILD BY BUILD TEAM TO OPTIMIZE USER

EXPERIENCE AND SAFETY UPON WRITTEN APPROVAL OF BOTH THE CUSTOMER

AND AMERICAN RAMP COMPANY.

NOTE:NOTE:

SYMBOLSYMBOL DESCRIPTIONDESCRIPTION

STORM DRAIN STAKE-OUT LOCATION

6" PVC PIPE

NYLOPLAST DRAIN BASIN WITH DOME GRATE

1.5%

SD.00

PT-12

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

WWW.AMERICANRAMPCOMPANY.COMWWW.AMERICANRAMPCOMPANY.COM

601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

PHONE: 1-800-949-2024 - FAX: PHONE: 1-800-949-2024 - FAX:

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REV.#

DESCRIPTION DATE

DRAWN BY:

APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/09/2025

°1 1'3 2" N 2° '3 0" W

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

DRAINAGE

PT-05

O F

E M

D, O R

07961

D, O R

1/16" = 1'-0"

DRAINAGEDRAINAGE11

6'-0"

3/8"0"

0" 12'-0"

3/4"

24'-0"

1 1/2"

48'-0"

Scale 1/16" = 1'-0"

DRAINAGE FIXTURES QUANTITIES

REF.NO TYPE

RIM

ELEVATION INVERT ESTING NORTHING

SD.01 NYLOPLAST CATCH BASIN 1916.85 1915.20 22017.16 48546.33

SD.02 NYLOPLAST CATCH BASIN 1916.85 1915.04 21991.71 48567.36

SD.03 NYLOPLAST CATCH BASIN 1916.85 1915.29 22058.70 48557.21

SD.04 NYLOPLAST CATCH BASIN 1916.85 1914.59 22026.26 48590.18

SD.05 NYLOPLAST CATCH BASIN 1916.85 1914.52 22068.48 48611.65

SD.06 NYLOPLAST CATCH BASIN 1916.85 1914.09 22042.01 48629.54

SD.07 NYLOPLAST CATCH BASIN 1916.85 1913.56 22023.36 48657.51

SD.08 NYLOPLAST CATCH BASIN 1916.85 1914.00 21987.89 48638.07

SD.09 NYLOPLAST CATCH BASIN 1916.85 1913.23 22002.06 48683.48

SD.10 NYLOPLAST CATCH BASIN 1916.85 1912.82 22014.23 48706.97

SD.11 NYLOPLAST CATCH BASIN 1916.85 1913.03 22048.21 48717.33

PIPE QUANTITIES

TYPE DIAMETER LENGTH

PVC 6" 451' - 1"

GRAND TOTAL: 31 451' - 1"

PIPE FITTING QUANTITIES

NAME COUNT SIZE

ELBOW 45 DEGREES 1 150 mmø-150 mmø ELBOW 90 DEGREES 9 150 mmø-150 mmø TEE 2 150 mmø-150 mmø-150 mmø YEE 8 150 mmø-150 mmø-150 mmø 04/18/2025

R- 1- 3.

-5

R-1-3.5

ZONING

R-1-3.5

ZONING

EFU

ZONING

(N O T

S C O

-5

W N

O C

TIO

(N O T

S C O

R- 1- 3.

M H -1

C O N

O L

R U C

R E

DYH

D D

1917 1918 1919 1920 1921

17 19

1:3

1:3 1:3

1:3

1:3 1:3

1:3

1:3 1:3

1:3

1:3 1:3

1:3

1:31:3

1:3

1:3 1:3 1:3

1:3 1:3

1:3

1:3 1:3

1:3

GRADING FOR CONCRETE SIDEWALK AND

PAD FOR FUTURE SHELTER BY OTHERS. SEE

CIVIL DRAWINGS AND LANDSCAPE

DRAWINGS FOR OVERALL PARK PROJECT

LEGEND:LEGEND:

205 EXISTING MAJOR GRADE LINES

EXISTING MINOR GRADE LINES

FIELD MODIFICATION MY BE BUILD BY BUILD TEAM TO OPTIMIZE USER EXPERIENCE

AND SAFETY UPON WRITTEN APPROVAL OF BOTH THE CUSTOMER AND AMERICAN

RAMP COMPANY.

NOTES:NOTES:

205 MAJOR GRADE LINES

MINOR GRADE LINES

1:4

GENERAL DIRECTION AND RATE OF SLOPE

SYMBOLSYMBOL DESCRIPTIONDESCRIPTION

NYLOPLAST DRAIN BASIN WITH DOME

GRATE OR APPROVED EQUAL

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

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601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

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REV.#

DESCRIPTION DATE

DRAWN BY:

APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/09/2025

°1 1'3 2" N 2° '3 0" W

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

FINISHED GRADING

PT-06

O F

E M

D, O R

07961

D, O R

1/16" = 1'-0"

FINISHED GRADINGFINISHED GRADING11

6'-0"

3/8"0"

0" 12'-0"

3/4"

24'-0"

1 1/2"

48'-0"

Scale 1/16" = 1'-0"

EXISTING VS FINAL GRADING CUT/FILL QUANTITIES (INFORMATION...

NAME CUT FILL

NET

CUT/FILL

FINE GRADING 462.13 CY 623.45 CY 161.32 CY

462.13 CY 623.45 CY 161.32 CY

R- 1- 3.

-5

R-1-3.5

ZONING

R-1-3.5

ZONING

EFU

ZONING

(N O T

S C O

-5

W N

O C

TIO

(N O T

S C O

R- 1- 3.

M H -1

C O N

O L

R U C

R E

DYH

D D

7.7 7.7

1917.50

1.5 1.5

1921.56

1919.50

1917.50 1918.80

1917.50

1918.45

1917.50

1918.80

1921.75

1919.151918.45

1919.15

1917.50

1918.80

1917.50

1919.15

1917.80

1919.80

1918.80

1919.80

1918.50

1919.45

1918.15

1919.80

1918.45

1919.80

1918.45

1919.45

1917.50

1919.45

1917.50

1919.15

1921.75

1917.50

1919.15

1917.50

1919.80

1918.80

1920.80

1919.85

1920.80

1919.15

1919.80

1917.80

1919.15

1917.50

1918.80

1917.50

1919.15

1917.80

1919.45

1918.80

1917.50

1921.75

1917.50

1919.45

1917.50

1918.80

1917.50

1919.15

1917.80

1919.80

1917.80

1919.15

1918.80

1917.50

1921.75

1917.80

1919.80

1918.80

1921.15

1920.45

1921.15

1918.80

1919.80

1917.50

1918.80 1917.50

1921.75

1917.50

1921.75

GRADING FOR CONCRETE SIDEWALK AND

PAD FOR FUTURE SHELTER BY OTHERS.

SEE CIVIL DRAWINGS AND LANDSCAPE

DRAWINGS FOR OVERALL PARK PROJECT

UNLESS OTHERWISE INDICATED, SPOT

ELEVATION REFERS TO FINISHED FLOOR

ELEVATION OF CONCRETE FLATWORK.

UNLESS OTHERWISE INDICATED, DUAL SPOT ELEVATION REFERS TO TOP AND

BOTTOM FINISHED FLOOR AND OBSTACLE ELEVATION OF CONCRETE FLATWORK

AND FEATURE.

FIELD MODIFICATION MY BE BUILD BY BUILD TEAM TO OPTIMIZE USER EXPERIENCE

AND SAFETY UPON WRITTEN APPROVAL OF BOTH THE CUSTOMER AND AMERICAN

RAMP COMPANY.

LEGEND:LEGEND:

SYMBOLSYMBOL DESCRIPTIONDESCRIPTION

NOTES:NOTES:

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

WWW.AMERICANRAMPCOMPANY.COMWWW.AMERICANRAMPCOMPANY.COM

601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

PHONE: 1-800-949-2024 - FAX: PHONE: 1-800-949-2024 - FAX:

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REV.#

DESCRIPTION DATE

DRAWN BY:

APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/09/2025

°1 1'3 2" N 2° '3 0" W

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

ELEVATIONS

PT-07

O F

E M

D, O R

07961

D, O R

1/16" = 1'-0"

ELEVATIONSELEVATIONS11

6'-0"

3/8"0"

0" 12'-0"

3/4"

24'-0"

1 1/2"

48'-0"

Scale 1/16" = 1'-0"

R- 1- 3.

-5

R-1-3.5

ZONING

R-1-3.5

ZONING

EFU

ZONING

(N O T

S C O

-5

W N

O C

TIO

(N O T

S C O

R- 1- 3.

M H -1

C O N

O L

R U C

R E

DYH

D D

C.01

C.02

C.03 C.04

C.05

P.02

P.05

P.04 P.03

P.08

P.07

P.10

P.09

P.45 P.46

P.28 P.27

P.30

P.32

P.31P.29

P.12

P.11

P.13

P.16

P.14

P.15

P.44 P.43

P.01

P.06

R 32'-2"

R 40'-1"

8'-10" ⌒ 12' - 7"

⌒ 33' - 5"

16' - 8"

45°

25°

60°

R 16' -0"

R '-4

R 0"4'-0"

7'-0" 7'-0"

6' -7

3'-3" 4'-9"

1'-8"

R 6'-7"

R 13'-1"2'-8"

1'-10"

2'-4"

5' - 9"

⌒ 5' - 11"

7' - 6"

6' - 6"

6'-6"

3'-8"

153°R 6 '-7

R 6'-7" R '-1

2' -7

8' -0

159°

3' -6

9' -0

3' -1 1"

3'-10" 6'-6"

6'-6" 6'-6"

7'-0"

6'-0"

3'-6"

R 6'-7"

R 13'-1"

1'-8"

6'-7"

5' -4

11"

4'-11" 3' -3

⌒ 5' - 11"

11'

- 1

1'-5"

3' -0

2'-5"

13'

17' - 7"

35' - 1"

⌒ 18' - 3"

⌒ 36' - 6"

R 9'-10"

8' 3"⌒

LAYOUT OF CONCRETE SIDEWALK AND PAD FOR

FUTURE SHELTER BY OTHERS. SEE CIVIL DRAWINGS

AND LANDSCAPE DRAWINGS FOR OVERALL PARK

PROJECT

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

WWW.AMERICANRAMPCOMPANY.COMWWW.AMERICANRAMPCOMPANY.COM

601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

PHONE: 1-800-949-2024 - FAX: PHONE: 1-800-949-2024 - FAX:

1-417-206-68881-417-206-6888

REV.#

DESCRIPTION DATE

DRAWN BY:

APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/09/2025

°1 1'3 2" N 2° '3 0" W

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

DIMENSIONS I

PT-08

O F

E M

D, O R

07961

D, O R

3'-0"

3/8"0"

0" 6'-0"

3/4"

12'-0"

1 1/2"

24'-0"

Scale 1/8" = 1'-0" 1/8" = 1'-0"

DIMENSIONS IDIMENSIONS I11

R- 1- 3.

-5

R-1-3.5

ZONING

R-1-3.5

ZONING

EFU

ZONING

(N O T

S C O

-5

W N

O C

TIO

(N O T

S C O

R- 1- 3.

M H -1

C O N

O L

R U C

R E

DYH

D D

C.05

C.07

C.06

C.08

P.40

P.39

P.38

P.37

P.24

P.23

P.17P.18

P.22 P.20

P.19 P.21

P.26

P.28

P.27

P.25

P.36

P.35

P.34P.33

P.41P.42

7'- 6"

7' -5

8' -0

R 99'-4"

1'- 1"

2'- 11"

8' -0

3' -2

8' -0

7' - 6"

6' - 6"

R 325'-4"

R 331'-6"

3' -1 1"

9' -0

2'-4"

7'-0"

2'-3"

54°

R 13 '-1"

R 6'-7"

7'-6" 7'-6"

6'-6" 6'-6"

2'-11"

R 6'-7"

R 13'-1"

R 13 '-1"

4'-8"

3' -1

8'- 3"

8' -8

R 6'-7"R 1"

149°

6' - 2"

12' - 5"

⌒ 12' - 2"106°

2' 11"

⌒ 24' - 3"

5' 9"

R 9'-10"

R 9' -1 0"

R 9'-10"

R 9'- 10"

⌒ 17' - 1"

⌒ 34' - 2" 4' -0

6'-7"

R 328'-3"

R 94'-11"

R 91'-8"

4' -1 0"

7' -7

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

WWW.AMERICANRAMPCOMPANY.COMWWW.AMERICANRAMPCOMPANY.COM

601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

PHONE: 1-800-949-2024 - FAX: PHONE: 1-800-949-2024 - FAX:

1-417-206-68881-417-206-6888

REV.#

DESCRIPTION DATE

DRAWN BY:

APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/09/2025

°1 1'3 2" N 2° '3 0" W

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

DIMENSIONS II

PT-09

O F

E M

D, O R

07961

D, O R

3'-0"

3/8"0"

0" 6'-0"

3/4"

12'-0"

1 1/2"

24'-0"

Scale 1/8" = 1'-0" 1/8" = 1'-0"

DIMENSIONS IIDIMENSIONS II11

R- 1- 3.

-5

R-1-3.5

ZONING

R-1-3.5

ZONING

EFU

ZONING

(N O T

S C O

-5

W N

O C

TIO

(N O T

S C O

R- 1- 3.

M H -1

C O N

O L

R U C

R E

DYH

D D

CONCRETE SIDEWALK AND PAD FOR FUTURE

SHELTER BY OTHERS. SEE CIVIL DRAWINGS

AND LANDSCAPE DRAWINGS FOR OVERALL

PARK PROJECT

FIELD MODIFICATION MY BE BUILD BY BUILD TEAM TO OPTIMIZE USER EXPERIENCE AND SAFETY

UPON WRITTEN APPROVAL OF BOTH THE CUSTOMER AND AMERICAN RAMP COMPANY.

PROJECT MATERIALSPROJECT MATERIALS

NOTES:NOTES:

PT-12

SYMBOLSYMBOL DESCRIPTIONDESCRIPTIONDETAILDETAIL

ASPHALT PLATFORMS, SIDEWALK ACCESS

PATHS

AND CONNECTING SURFACES

ASPHALT RIDING SURFACE

SAFETY LINES. RIDE-A-WAY EPOXY-

MODIFIED, ACRYLIC,WATERBORNE COATING

OR APPROVED EQUAL

LANDSCAPE AREA (DONE BY OTHERS)

NYLOPLAST DRAIN BASIN WITH DOME

GRATE

PT-12

CONCRETE SLAB

DONE BY OTHERS - SEE CIVIL DRAWINGS

ARTIFICIAL TURF LANDSCAPING

MOW BAND. 12” WIDE DECOMPOSED

GRANITE BAND WITH METAL EDGING

PT-12

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

WWW.AMERICANRAMPCOMPANY.COMWWW.AMERICANRAMPCOMPANY.COM

601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

PHONE: 1-800-949-2024 - FAX: PHONE: 1-800-949-2024 - FAX:

1-417-206-68881-417-206-6888

REV.#

DESCRIPTION DATE

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APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/09/2025

°1 1'3 2" N 2° '3 0" W

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

MATERIALS

PT-10

O F

E M

D, O R

07961

D, O R

1/16" = 1'-0"

MATERIALSMATERIALS11

FLOORS / PLATFORMS, SIDEWALK, ACCESS, PATHS AND DECKS (FOR INFORMATION ONLY)

CONCRETE TYPE AND COLOR AREA (SQ FT) VOL. (CY)

3" ASPHALT FLOORS / PLATFORMS, SIDEWALK, ACCESS, PATHS

AND DECKS

2388.1 ft² 22.11 CY

RIDING SURFACE (FOR INFORMATION ONLY)

TYPE AREA (SQ FT) VOL. (CY)

3" ASPHALT RIDING SURFACE 4001.9 ft² 37.10 CY

6'-0"

3/8"0"

0" 12'-0"

3/4"

24'-0"

1 1/2"

48'-0"

Scale 1/16" = 1'-0"

METALS QUANTITIES (FOR INFOMATION ONLY)

TYPE TOTAL LENGTH (FT)

PERMALOC CLEAN LINE COMMERCIAL GRADE LANDSCAPE EDGING 561.84

MOW BAND (FOR INFORMATION ONLY)

TYPE AREA (SQ FT) VOL. (CY)

DECOMPOSED GRANITE 560.7 ft² 3.47 CY

PT-11

PT-11 3

PT-11

R 6' -1 0"

1'-8" 6'-7" 2'-8"

1921.75

1917.50

7'-0" 7'-0"

1921.75 1917.50 1919.50 1917.50 1921.75

2'-5" 6'-7"

R 6'-10"

1921.75

1917.50

7'-0"7'-0"

1921.75 1917.50 1918.45 1921.75

1'-8" 6'-7" 1'-3"

R 6'-

1921.75

1917.50

1921.75 1921.75

6'-6"6'-6"6'-6"6'-6"6'-6"6'-6"7'-6"7'-6"7'-6"7'-6"

1917.80 1919.80 1918.80 1921.15 1920.45 1921.15 1918.80 1919.80 1917.50 1921.75

1917.50

R 6'-10"

1'-6" 6'-7" 1'-8"

1918.80

R 7'-6"

1921.75

2'-4" 6'-7" 2'-1"

1921.75R 6'-10"1917.50

1'-9" 6'-7" 1'-8"

1921.75

7'-0" 7'-0" 7'-0" 7'-0"

1919.80 1917.801917.80 1921.75 1921.75

1917.50

R 6'-10"

6'-7"1'-5"

1921.75

9'-0" 9'-0" 9'-0" 9'-0"

1921.751917.501919.451917.50 1921.75

1917.50

R 6'-10"

6'-7"3'-0"

1921.75 1917.80

8'-0"8'-0"8'-0"8'-0"8'-0"

1919.15 1917.50 1918.80 1917.50 1919.15 1917.80 1919.80 1919.15 1920.80 1919.85 1920.80 1918.80

7'-6"7'-6"7'-6"7'-6"

1919.80 1917.50 1919.15 1917.50

1921.75

R 6'-10" 1921.75

1917.50

4'-0"6'-7"3'-1"

1921.75

8'-0" 8'-0"

1917.50 1919.45 1918.45 1919.80 1918.45 1919.80 1918.15 1919.45 1918.50 1919.80 1918.80 1919.80 1917.80 1919.15 1917.50 1918.80 1917.50 1919.15 1918.45 1921.75

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

WWW.AMERICANRAMPCOMPANY.COMWWW.AMERICANRAMPCOMPANY.COM

601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

PHONE: 1-800-949-2024 - FAX: PHONE: 1-800-949-2024 - FAX:

1-417-206-68881-417-206-6888

REV.#

DESCRIPTION DATE

DRAWN BY:

APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/22/2025

°1 1'3

2" N

2°

'3 0"

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

SECTIONS

PT-11

O F

E M

D, O

07961

D, O

1/16" = 1'-0"

SECTIONS LAYOUTSECTIONS LAYOUTAA

6'-0"

3/8"0"

0" 12'-0"

3/4"

24'-0"

1 1/2"

48'-0"

Scale 1/16" = 1'-0"

3'-0"

3/8"0"

0" 6'-0"

3/4"

12'-0"

1 1/2"

24'-0"

Scale 1/8" = 1'-0"

1/8" = 1'-0"

TURN SECTION ATURN SECTION A11

1/8" = 1'-0"

ROLLER SECTION AROLLER SECTION A22

1/8" = 1'-0"

TURN SECTION BTURN SECTION B33

1/8" = 1'-0"

ROLLER SECTION BROLLER SECTION B44

1/8" = 1'-0"

TURN SECTION CTURN SECTION C55

1/8" = 1'-0"

ROLLER SECTION CROLLER SECTION C66

1/8" = 1'-0"

TURN SECTION DTURN SECTION D77

1/8" = 1'-0"

TURN SECTION ETURN SECTION E88

1/8" = 1'-0"

TURN SECTION FTURN SECTION F99

1/8" = 1'-0"

ROLLER SECTION DROLLER SECTION D1010

1/8" = 1'-0"

TURN SECTION GTURN SECTION G1111

1/8" = 1'-0"

ROLLER SECTION EROLLER SECTION E1212

1/8" = 1'-0"

TURN SECTION HTURN SECTION H1313

1/8" = 1'-0"

ROLLER SECTION FROLLER SECTION F1515

1/8" = 1'-0"

TURN SECTION ITURN SECTION I1414

1/8" = 1'-0"

ROLLER SECTION GROLLER SECTION G1616

3"[7.5CM] HMA ASPHALT

SURFACE

CLASS 6 GRANULAR FILL

COMPACTED TO 90%

ROUGH GRADING PLATFORM AT

DRY-WELL/DRAIN ELEVATION

NATIVE SOIL

VARIES

MIN .65'

8" - 36"

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. ON 8" - 24", 10" MIN. ON 30"

& 12" MIN. ON 36"

BASED ON MANUFACTURING REQ.)

4" MIN ON 8" - 24"

6" MIN ON 30" & 36"

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(MIN. MANUFACTURING

REQ. SAME AS MIN.

SUMP)

(3) VARIABLE

INVERT HEIGHTS

AVAILABLE

(ACCORDING TO

PLANS/TAKE OFF)

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

WATERTIGHT JOINT (CORRUGATED HDPE SHOWN)

1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536

GRADE 70-50-05.

2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE

OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN

DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING

RESTRICTIONS. SEE DRAWING NO. 7001-110-065.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER (4" - 36").

5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE

MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.

6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING.

(1, 2) INTEGRATED DUCTILE IRON

GRATE TO MATCH BASIN O.D.

(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS

AVAILABLE: 4" - 36" FOR CORRUGATED HDPE

(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR

SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905,

CORRUGATED & RIBBED PVC

(5) ADAPTER ANGLES VARIABLE

0° - 360° ACCORDING TO PLANS

. 1 2"

MIN. 3"

GENERAL BACKFILL

-HAND TAMPED

PLACE WARNING TAPE

STRIP ABOVE PIPE

LOOSE GRANULAR FILL

COMPACTED

GRANULAR FILL

DRAINAGE LINE, SLOPE

AT MIN. 0.5% DOWN.

DIRECTION OF FLOW

DIRECTION OF FLOWDIRECTION OF FLOW

6" PVC

SDR-35 PIPE

UP-SLOPE.

6" PVC

SDR-35 PIPE

DOWN-SLOPE.

6" PVC

SDR-35 PIPE

UP-SLOPE.

45° WYE 6" PVC SDR-35

PIPE CONNECTOR UP-SLOPE.

TYP. 1'-0"TYP. 6'-7"

PUMPTRACK

OUTSIDE OF

PUMPTRACK

INSIDE ISLANDS OF

TYP. 1'-0"

EXISTING OR

GRADED SURFACE

AT DRAIN GRATE

ELEVATION

MIN. 3"[7.5CM] HMA

SURFACE

SLOPE AWAY PER

TRACK DESIGN

SLOPE AWAY PER

TRACK DESIGN

BACKFILL TO MEET

GRADING REQUIREMENTS

FOR LANDSCAPING.

SLOPE TOWARDS DRAIN. SEE

GRADING AND DRAINAGE PLAN

FOR DETAILS.

GEOTEXTILE

AGGREGATE BASE COMPACTED

TO 90% PROCTOR.

SYNLAWN ARTIFICIAL TURF OR

APPROVED EQUAL. INSTALL PER

MANUFACTURER'S

SPECIFICATIONS.

MIN. 2" THICK DECOMPOSED

GRANITE MOW STRIP.

PERMALOC CLEAN LINE

COMMERCIAL GRADE LANDSCAPE

EDGING OR APPROVED EQUAL.

SEE LANDSCAPING PLAN FOR

FINISHED SURFACE.

SLOPED AWAY FROM TRACK

AS PER GRADING PLAN

GEOTEXTILE

BACKFILL TO MEET GRADING

REQUIREMENTS FOR

LANDSCAPING.

MIN. 8" [20CM] CLASS 6

ROADBASE FILL COMPACTED

TO 90%-95%

NATIVE UNDISTURBED SOIL

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

WWW.AMERICANRAMPCOMPANY.COMWWW.AMERICANRAMPCOMPANY.COM

601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

PHONE: 1-800-949-2024 - FAX: PHONE: 1-800-949-2024 - FAX:

1-417-206-68881-417-206-6888

REV.#

DESCRIPTION DATE

DRAWN BY:

APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/09/2025

°1 1'3 2" N 2° '3 0" W

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

DETAILS I

PT-12

O F

E M

D, O R

07961

D, O R

N.T.S

TYP PUMP TRACK LAYERSTYP PUMP TRACK LAYERS55

N.T.S

NYLOPLAST DRAIN BASIN WITH DOME GRATENYLOPLAST DRAIN BASIN WITH DOME GRATE11

N.T.S

TYP. BURIED DRAINAGE LINETYP. BURIED DRAINAGE LINE22

N.T.S

45 DEGREE WYE CONNECTION45 DEGREE WYE CONNECTION33

N.T.S

TYP. ASPHALT PUMPTRACK CROSS SECTION W/ARTIFICIAL TURF ISLANDS AND DG MOW STRIPTYP. ASPHALT PUMPTRACK CROSS SECTION W/ARTIFICIAL TURF ISLANDS AND DG MOW STRIP44

⌒ 22' - 0"

94°

19' - 6"

6' " 4'

" 1'- 6"

MIN. 8"[20CM] CLASS 6

ROADBASE FILL COMPACTED

TO 90%-95% ON COMPACTED SUBGRADE.

MIN. 3"[7.5CM] HMA

TURN SURFACE.

PBR PREFABRICATED WALL-RIDE BY ARC.

POWDERCOATED STEEL FRAME AND LUMBER

SURFACE.

18" LONG,

HEAT-TREATED ALUMINUM,

1/2" SQUARE DRIVE EARTH

ANCHOR.

TYP.

1'-0"

MIN 1'-0"

DIAMETER

MIN. 24" DEEP 12"

DIAMETER CONCRETE

FOOTER FOR ANCHOR POST. 4 PCS OF 1/8" DIA. 1'-1/4"

LONG WELD STUDS ON

A 2" NOM. ANCHOR PIPE.

3" T

FASTEN SUPPORT POST PLATE TO ANCHOR

POST PLATE DURING WALL-RIDE

INSTALLATION.

INSTALL FOOTER ON LEVEL

SURFACE. DO NOT INSTALL

FOOTER ON THE BACK BERM.

EARTH ANCHOR TO

BE DRIVEN INTO

COMPACTED BASE

THROUGH ASPHALT.

N 3"

TYP. WALL-RIDE

SUPPORT POST

MIN. 2'-0"

PLATFORM

DEPTH

5°

ALIGN WALLRIDE LUMBER

AND TOP OF ASPHALT

BERM TURN. AVOID

CREATING A LIP OR GAP.

SEAL:

THIS DOCUMENT IS THE PROPERTY OF AMERICAN RAMP

COMPANY, AND CONTAINS PROPRIETARY INFORMATION

OF THIS COMPANY. REPRODUCTION OF THIS DRAWING,

IN ANY FORM, IS STRICTLY PROHIBITED WITHOUT PRIOR

WRITTEN CONSENT FROM THE COMPANY. PERMISSION

TO COPY OR REDISTRIBUTE FOR BIDDING PURPOSES MAY

BE PURCHASED FROM ARC.

WWW.AMERICANRAMPCOMPANY.COMWWW.AMERICANRAMPCOMPANY.COM

601 MCKINLEY - JOPLIN, MISSOURI 64801601 MCKINLEY - JOPLIN, MISSOURI 64801

PHONE: 1-800-949-2024 - FAX: PHONE: 1-800-949-2024 - FAX:

1-417-206-68881-417-206-6888

REV.#

DESCRIPTION DATE

DRAWN BY:

APPROVED BY:

DATE:

SHEET NAME:

SHEET NUMBER:PROJECT NUMBER:

VELOSOLUTIONS

M. ESPINOZA

A. HORDOS

04/09/2025

°1 1'3 2" N 2° '3 0" W

ISSUE FOR REVIEW 10/29/24

ISSUE FOR CONSTRUCTION 04/09/25

DETAILS II

PT-13

O F

E M

D, O R

07961

D, O R

N.T.S

WALLRIDEWALLRIDE66

N.T.S

WALLRIDE INSTALLATIONWALLRIDE INSTALLATION77

File details come from the government source that posted it. Updated Oct 13, 2025.