2025-10-21; City Council; 05; Adoption of Plans, Specifications, Contract Documents, Authorization to Advertise for Bids for the Veterans Memorial Park Project and the Faraday Avenue Improvements Proj — Carlsbad City Council, October 21, 2025 (part 15 of 15)

N/A N/A N/ASOIL

N/A N/A N/A

N/A N/A N/ASOIL

ASPHALT

ASPHALT
2 PERSON RACE STARTING GATE (PRO-GATE)PRO-GATE CRESCENT-2 1-09

N/A N/A N/A
DUAL SLALOM (DS) FEATURE SCHEDULE, TYP. FOR EACH LANE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE 04 / BP5.04
04 / BP5.04
04 / BP5.04
04 / BP5.04
01 / BP5.04
01 / BP5.04
N/A
04 / BP5.04
N/A
NOTES:

1. PRO GATE CRESCENT-2 BY PRO GATE (815) 218-7683, OR
APPROVED EQUAL.

2. 6' LONG START / FINISH LINE (CONCRETE) BY
PROGRESSIVE BIKE RAMPS (855) 727-7267, OR APPROVED
EQUAL. QUANTITY: 3

TOP OF JUMP TAKEOFF

TOP OF JUMP LANDING

EDGE OF BIKE TRAIL

TOE OF JUMP TAKEOFF

TOE OF JUMP LANDING

DIAGRAMMATIC REFLECTION
OF FEATURE SHAPE, NOT FORCONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY AND

GRADING PLAN FOR SITEGRADING OUTSIDE OF TRAILS

BIKE JUMP TAKE OFF
(SEE FEATURE TABLE

FOR MATERIAL AND SIZE)

CENTERLINE OF TRAIL

ALIGNMENT PER BIKE PARK

LAYOUT PLANS

HIGH POINT (PEAK) OF ROLLER

LOW POINT OF ROLLER

EDGE OF BIKE TRAIL

DIAGRAMMATIC REFLECTION

OF FEATURE SHAPE, NOT FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY AND

GRADING PLAN FOR SITE

GRADING OUTSIDE OF TRAILS

CENTERLINE OF TRAILALIGNMENT PER BIKE PARK

LAYOUT PLANS

BIKE PAR
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STORMWATER BASIN (BASIN
'H') AND GUARDRAIL -

REFER TO CIVIL ANDLANDSCAPE ARCHITECT

PLANSBROW DITCH
(REFER TO CIVIL
PLANS)
SF-03
SF-02
SF-01
SF-04
1-01
1-02 1-03
1-04
1-05
1-06
1-09
SF-05
1-07
1-08
1-09
SF-07
SF-07
SF-06

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Edgewater, FL 32132
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137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
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5 10 20
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B
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SF-01
SF-02
SF-02
SF-03
SF-03
2-01
2-13
1-01
1-01
1-01
1-01
1-021-04
1-03
1-05
2-01
2-01
2-01
2-01
2-01
2-02
2-03
2-04
2-05
2-07
2-08
2-09
2-10
2-11
2-12
2-14
SF-04
SF-05
SF-05
SF-05
SF-04
2-06

SITE FURNISHING LEGEND

SYMBOL DESCRIPTION
SF-01 CONCRETE AMPHITHEATER SEATWALLS FOR SPECTATOR SEATING, SEE 04/BP-5.03.

BIKE PARK RULES AND REGULATIONS
SIGN, 2 TOTAL. SEE 02-03/BP-5.03.

PERIMETER FENCING (REFER TO

LANDSCAPE ARCHITECT PLANS)
PUMP TRACK 1 (PT1) STAGING AREA
PUMP TRACK 2 (PT2) STAGING AREA
SF-02
SF-03
SF-04
SF-05

ROLLER SECTION

BERM WITH ROLLERS IN AND OUT

ROLLER SECTION

BERM WITH ROLLERS IN AND OUT
1-01
1-02
1-03
1-04
1-05

PUMP TRACK ENTRY / EXIT, TYP CONCRETE
PUMP TRACK (PT1) FEATURE SCHEDULE

MATERIALSYMBOLFEATURE

CONCRETE

CONCRETE
DETAIL
05 / BP5.01
05 / BP5.01
04 / BP5.01
04 / BP5.01
04 / BP5.01
PUMP TRACK (PT2) FEATURE SCHEDULE
SYMBOL

ROLLER SECTION

BERM WITH ROLLER ENTRY AND EXIT

ROLLER SECTION

ROLL IN, TYP CONCRETE

MATERIAL DETAILFEATURE

CONCRETE

ROLLER SECTION

DOUBLE BERM WITH ROLLERS ENTRY, CENTER, AND EXIT
2-01
2-02
2-03
2-04
2-05
2-06
2-07
2-08
2-09
2-10

BERM WITH ROLLER ENTRY AND EXIT

ROLLER SECTION

DOUBLE BERM WITH ROLLERS ENTRY, CENTER, AND EXIT

ROLLER SECTION WITH TIPPED ROLLER AND DOUBLE
2-11
2-12
2-13
2-14

CONCRETE

CONCRETE
05 / BP5.01
05 / BP5.01
05 / BP5.01
05 / BP5.01
05 / BP5.01
05 / BP5.01
05 / BP5.01
04 / BP5.01
04 / BP5.01
04 / BP5.01
04 / BP5.01
04 / BP5.01
04 / BP5.01
04 / BP5.01
5 10 20
1" = 10'-0"SCALE :
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Edgewater, FL 32132
newlineskateparks.com
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NEW LINE SKATEPARKS INC.

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APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.02 546-1A
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BIKE

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1-05
1-04
1-03
1-01
1-02
SF-08
2-05
2-02
2-01
SF-03
SF-01
SF-02
SF-05
SF-04
SF-04
FT 3
FT 4
SF-01
SF-03
3-08
4-06
3-09
4-07
4-08
SF-07
SF-04
SF-03
1-06

LEFT BERM WITH ROLLER ENTRY

STEP UP WITH CASE PAD

RIGHT BERM WITH ROLLER EXIT

HIPPED ROLLER

CUSTOM WOODEN WHALES TAIL

DOUBLE WITH CASE PAD LANDING
1-01
1-02
1-03
1-04
1-05
1-06
FLOW TRAIL 1 (FT1) FEATURE SCHEDULE

RIGHT BERM

DOUBLE WITH CASE PAD LANDING

LEFT BERM WITH ROLLER EXIT
48"CUSTOM WHALES TAIL
SOIL
WOOD
SOIL
N/A

N/A N/A
N/A
N/A
N/A

N/A N/A N/A

SOIL N/A N/A N/A

N/A N/A N/A
N/A

SOIL N/A N/A N/A

N/A N/A N/A

ASPHALT N/A N/A N/A
1-07
1-08
1-09
04 / BP5.04
FLOW TRAIL 1 (FT1) FEATURE SCHEDULE

SYMBOL MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILFEATURE SOIL
SOIL
SOIL
04 / BP5.04
04 / BP5.04
04 / BP5.04
04 / BP5.04
04 / BP5.04
04 / BP5.04
N/A
05 / BP5.01

SYMBOL DESCRIPTION
SF-01 SHADE STRUCTURE WITH SEATING
(REFER TO LANDSCAPE ARCHITECT
PLANS)

BIKE PARK RULES AND REGULATIONS
SIGN, SEE 02-03/BP-5.03. QUANTITY: 3

BIKE PARK WAYFINDING SIGN, TO BE
SELECTED. QUANTITY: 11

PERIMETER FENCING (REFER TO

LANDSCAPE ARCHITECT PLANS)

MAINTENANCE GATE (REFER TO

LANDSCAPE ARCHITECT PLANS)
16' CLEAR RISE SPAN X 12' INSIDE

RISE ARCHED PRECAST CONCRETE
BRIDGE SYSTEM . MODEL /
MANUFACTURER: CONTECH B SERIES

BY CON/SPAN BRIDGE SYSTEM OR
APPROVED EQUAL. SEE BP-5.06 TO
BP-5.07. QUANTITY: 1

METAL GUARDRAIL TO MATCH DETAIL
ON LANDSCAPE PLANS.

BIKE REPAIR & RINSE STATION ON
4' X 8' CONCRETE PAD.MODEL / MANUFACTURER: 185 SMSS

OUTDOOR STAINLESS STEEL BIKE

REPAIR STATION WITH BIKE RACK,

AIR PUMP AND TOOLS

BY MOST DEPENDABLE FOUNTAINS,
INC. (901) 867-0039, OR APPROVEDEQUAL. COLOR TO BE SELECTED.

QUANTITY: 1.

SKILLS FEATURE PER SKILLS
FEATURE PLAN BP-1.17

PREFABRICATED WOOD FEATURE(TYPE, SIZE, AND SHAPE VARIES PER

FEATURE SCHEDULE)

FLOW TRAILS

SITE FURNISHING LEGEND
SF-02
SF-03
SF-04
SF-05
SF-06
SF-07
SF-08
SF-09

TOP OF JUMP TAKEOFF

TOP OF JUMP LANDING

EDGE OF BIKE TRAIL

TOE OF JUMP TAKEOFF

TOE OF JUMP LANDING

DIAGRAMMATIC REFLECTION
OF FEATURE SHAPE, NOT FORCONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY AND

GRADING PLAN FOR SITEGRADING OUTSIDE OF TRAILS

BIKE JUMP TAKE OFF
(SEE FEATURE TABLE

FOR MATERIAL AND SIZE)

CENTERLINE OF TRAIL

ALIGNMENT PER BIKE PARK

LAYOUT PLANS

HIGH POINT (PEAK) OF ROLLER

LOW POINT OF ROLLER

EDGE OF BIKE TRAIL

DIAGRAMMATIC REFLECTIONOF FEATURE SHAPE, NOT FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FORFEATURE GEOMETRY AND

GRADING PLAN FOR SITE

GRADING OUTSIDE OF TRAILS

CENTERLINE OF TRAIL

ALIGNMENT PER BIKE PARK

LAYOUT PLANS
ROLLER

LEFT BERM WITH JUMP EXIT

STEP UP JUMP OUT OF BERM
2-01
2-02
2-03
2-04
2-05
2-06

RIGHT BERM WITH ROLLER EXIT

JUMP (DOUBLE)

RIGHT BERM

STEP UP JUMP

LEFT BERM

JUMP (DOUBLE)

LEFT BERM

ASPHALT

ASPHALT N/A N/A
N/A
N/A
N/A

N/A N/A N/A

ASPHALT N/A N/A N/A

N/A N/A N/A

ASPHALT N/A N/A N/A

ASPHALT N/A

N/A N/AASPHALT N/A

ASPHALT

ASPHALT N/A N/A N/A
2-07
2-08
2-09
2-10
FLOW TRAIL 2 (FT2) FEATURE SCHEDULE

SYMBOL MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILFEATURE 01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

MA
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MATCH
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1" = 10'-0"SCALE :
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FT1 AND FT 2

TYP. JUMP FEATURE ENLARGEMENT
TYP. ROLLER FEATURE ENLARGEMENT
1" = 10'-0"

NOT TO SCALE
NOT TO SCALE03
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APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.03 546-1A
Jesse Sanchez 10/9/25
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VETERANS MEMORIAL PARK BIKE PARK FEA TURE PLAN
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811I P Q O Z
_ City of Carlsbad Parks & Recreation Department
(

1-07
1-09
2-08
2-07
2-06
SF-03
FT 4
SF-08
3-12
3-11
3-10
2-09
2-10
FT 1
FT 2
4-07
4-08
3-13
1-061-08

SYMBOL DESCRIPTION
SF-01 SHADE STRUCTURE WITH SEATING
(REFER TO LANDSCAPE ARCHITECT
PLANS)

BIKE PARK RULES AND REGULATIONS
SIGN, SEE 02-03/BP-5.03. QUANTITY: 3

BIKE PARK WAYFINDING SIGN, TO BE
SELECTED. QUANTITY: 11

PERIMETER FENCING (REFER TO

LANDSCAPE ARCHITECT PLANS)

MAINTENANCE GATE (REFER TO

LANDSCAPE ARCHITECT PLANS)
16' CLEAR RISE SPAN X 12' INSIDE

RISE ARCHED PRECAST CONCRETE
BRIDGE SYSTEM . MODEL /
MANUFACTURER: CONTECH B SERIES

BY CON/SPAN BRIDGE SYSTEM OR
APPROVED EQUAL. SEE BP-5.06 TOBP-5.07. QUANTITY: 1

METAL GUARDRAIL TO MATCH DETAIL
ON LANDSCAPE PLANS.

BIKE REPAIR & RINSE STATION ON
4' X 8' CONCRETE PAD.MODEL / MANUFACTURER: 185 SMSS

OUTDOOR STAINLESS STEEL BIKE

REPAIR STATION WITH BIKE RACK,AIR PUMP AND TOOLS

BY MOST DEPENDABLE FOUNTAINS,
INC. (901) 867-0039, OR APPROVED
EQUAL. COLOR TO BE SELECTED.

QUANTITY: 1.

SKILLS FEATURE PER SKILLS
FEATURE PLAN BP-1.17

PREFABRICATED WOOD FEATURE
(TYPE, SIZE, AND SHAPE VARIES PER

FEATURE SCHEDULE)

FLOW TRAILS

SITE FURNISHING LEGEND
SF-02
SF-03
SF-04
SF-05
SF-06
SF-07
SF-08
SF-09

TOP OF JUMP TAKEOFF

TOP OF JUMP LANDING

EDGE OF BIKE TRAIL

TOE OF JUMP TAKEOFF

TOE OF JUMP LANDING

DIAGRAMMATIC REFLECTION
OF FEATURE SHAPE, NOT FORCONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY ANDGRADING PLAN FOR SITE

GRADING OUTSIDE OF TRAILS

BIKE JUMP TAKE OFF
(SEE FEATURE TABLE

FOR MATERIAL AND SIZE)

CENTERLINE OF TRAIL

ALIGNMENT PER BIKE PARK

LAYOUT PLANS

HIGH POINT (PEAK) OF ROLLER

LOW POINT OF ROLLER

EDGE OF BIKE TRAIL

DIAGRAMMATIC REFLECTIONOF FEATURE SHAPE, NOT FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FORFEATURE GEOMETRY AND

GRADING PLAN FOR SITE

GRADING OUTSIDE OF TRAILS

CENTERLINE OF TRAIL

ALIGNMENT PER BIKE PARK

LAYOUT PLANS

LEFT BERM WITH ROLLER ENTRY

STEP UP WITH CASE PAD

RIGHT BERM WITH ROLLER EXIT

HIPPED ROLLER

CUSTOM WOODEN WHALES TAIL

DOUBLE WITH CASE PAD LANDING
1-01
1-02
1-03
1-04
1-05
1-06
FLOW TRAIL 1 (FT1) FEATURE SCHEDULE

RIGHT BERM

DOUBLE WITH CASE PAD LANDING

LEFT BERM WITH ROLLER EXIT
48"CUSTOM WHALES TAIL
SOIL
WOOD
SOIL
N/A

N/A N/A
N/A
N/A
N/A

N/A N/A N/A

SOIL N/A N/A N/A

N/A N/A N/A
N/A

SOIL N/A N/A N/A

N/A N/A N/A

ASPHALT N/A N/A N/A
1-07
1-08
1-09
04 / BP5.04
FLOW TRAIL 1 (FT1) FEATURE SCHEDULE

SYMBOL MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILFEATURE SOIL
SOIL
SOIL
04 / BP5.04
04 / BP5.04
04 / BP5.04
04 / BP5.04
04 / BP5.04
04 / BP5.04
N/A
05 / BP5.01
ROLLER

LEFT BERM WITH JUMP EXIT

STEP UP JUMP OUT OF BERM
2-01
2-02
2-03
2-04
2-05
2-06

RIGHT BERM WITH ROLLER EXIT

JUMP (DOUBLE)

RIGHT BERM

STEP UP JUMP

LEFT BERM

JUMP (DOUBLE)

LEFT BERM

ASPHALT

ASPHALT N/A N/A
N/A
N/A
N/A

N/A N/A N/A

ASPHALT N/A N/A N/A

N/A N/A N/A

ASPHALT N/A N/A N/A

ASPHALT N/A

N/A N/AASPHALT N/A

ASPHALT

ASPHALT N/A N/A N/A
2-07
2-08
2-09
2-10
FLOW TRAIL 2 (FT2) FEATURE SCHEDULE

SYMBOL MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILFEATURE 01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

MATC
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B
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MA
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1 .
0 6
MA
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S
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B
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1 .
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MATCHLINE - SEE BP-1.07
M
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B
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MATC
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5 10 20
1" = 10'-0"SCALE :
0 FEATURE PLAN - FLOW TRAILS 1 AND 2
FT1 AND FT 2

TYP. JUMP FEATURE ENLARGEMENT
TYP. ROLLER FEATURE ENLARGEMENT
1" = 10'-0"

NOT TO SCALE
NOT TO SCALE01
02 03
38674
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.04 546-1A
Jesse Sanchez 10/9/25
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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
fm( City of UNDERGROUND SERVICE ALERT
Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG

VETERANS MEMORIAL PARK BIKE PARK FEA TURE PLAN
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811
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FT 2
FT 1
BIK
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P
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WO
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BIKE PARK L
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WORK
2-02
2-01
SF-03
SF-01
SF-02
SF-04
FT 3
FT 4
SF-01
SF-03
SF-03
3-01
SF-04
3-02
3-03
SF-04
SF-04
SF-07
SF-06
SF-09
3-05
3-04
3-06
4-03
4-04
4-02
4-01
3-08
4-05
3-07
SF-07

TOP OF JUMP TAKEOFF

TOP OF JUMP LANDING

EDGE OF BIKE TRAIL

TOE OF JUMP TAKEOFF

TOE OF JUMP LANDING

DIAGRAMMATIC REFLECTION

OF FEATURE SHAPE, NOT FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY ANDGRADING PLAN FOR SITE

GRADING OUTSIDE OF TRAILS

BIKE JUMP TAKE OFF
(SEE FEATURE TABLE

FOR MATERIAL AND SIZE)

CENTERLINE OF TRAIL

ALIGNMENT PER BIKE PARK

LAYOUT PLANS

HIGH POINT (PEAK) OF ROLLER

LOW POINT OF ROLLER

EDGE OF BIKE TRAIL

DIAGRAMMATIC REFLECTIONOF FEATURE SHAPE, NOT FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY ANDGRADING PLAN FOR SITE

GRADING OUTSIDE OF TRAILS

CENTERLINE OF TRAIL

ALIGNMENT PER BIKE PARK

LAYOUT PLANS

CUSTOM WOOD LAUNCH STEP DOWN

LEFT BERM WITH ROLLER EXIT

RIGHT HIP JUMP WITH WOOD KICKER RAMP LIP
4-01
4-02
4-03
4-04
4-05
4-06
3' 72"KICKER RAMP

RIDE THROUGH TUNNEL (SEE PROFILE FOR DETAILS)

LEFT HIP JUMP WITH WOOD KICKER RAMP LIP

RIGHT BERM

STEP UP JUMP WITH WOOD KICKER RAMP LIP
72"KICKER RAMP
72"KICKER RAMP
72"KICKER RAMP

CUSTOM FABRICATED
N/A
72"WOOD
WOOD
SOIL
WOOD
WOOD
WOOD

ASPHALT
N/A

N/A N/A

4.5'
N/A
N/A

N/AVARIES
N/A
N/A

4.5'

4.5'
4-07
4-08
FLOW TRAIL 4 (FT4) FEATURE SCHEDULE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE SOIL 04 / BP5.04
04 / BP5.04
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
05 / BP5.01
05 / BP5.08

SYMBOL DESCRIPTION
SF-01 SHADE STRUCTURE WITH SEATING
(REFER TO LANDSCAPE ARCHITECTPLANS)
BIKE PARK RULES AND REGULATIONSSIGN, SEE 02-03/BP-5.03. QUANTITY: 3

BIKE PARK WAYFINDING SIGN, TO BE
SELECTED. QUANTITY: 11

PERIMETER FENCING (REFER TO

LANDSCAPE ARCHITECT PLANS)

MAINTENANCE GATE (REFER TO

LANDSCAPE ARCHITECT PLANS)
16' CLEAR RISE SPAN X 12' INSIDE

RISE ARCHED PRECAST CONCRETE
BRIDGE SYSTEM . MODEL /
MANUFACTURER: CONTECH B SERIES

BY CON/SPAN BRIDGE SYSTEM OR
APPROVED EQUAL. SEE BP-5.06 TO
BP-5.07. QUANTITY: 1
METAL GUARDRAIL TO MATCH DETAILON LANDSCAPE PLANS.

BIKE REPAIR & RINSE STATION ON4' X 8' CONCRETE PAD.

MODEL / MANUFACTURER: 185 SMSS

OUTDOOR STAINLESS STEEL BIKEREPAIR STATION WITH BIKE RACK,

AIR PUMP AND TOOLS
BY MOST DEPENDABLE FOUNTAINS,INC. (901) 867-0039, OR APPROVED EQUAL. COLOR TO BE SELECTED.

QUANTITY: 1.

SKILLS FEATURE PER SKILLS
FEATURE PLAN BP-1.17

PREFABRICATED WOOD FEATURE
(TYPE, SIZE, AND SHAPE VARIES PER

FEATURE SCHEDULE)

FLOW TRAILS

SITE FURNISHING LEGEND
SF-02
SF-03
SF-04
SF-05
SF-06
SF-07
SF-08
SF-09
ROLLER

STEP UP JUMP WITH WOOD KICKER RAMP LIP
3-01
3-05
3-06

SHARK FIN JUMP

LEFT HIP JUMP WITH WOOD KICKER RAMP LIP

STEP UP JUMP ON TO BRIDGE TOP

STEP DOWN OFF OF BRIDGE (OPTIONAL WOOD LAUNCH)
72"KICKER RAMP
30"CUSTOM 8' LONG WOOD LAUNCH
WOOD

ASPHALT / WOOD

ASPHALT
N/A

N/A N/A
N/A
N/A
N/A
N/A
3'

ASPHALT N/A N/A
WOOD 72"3'KICKER RAMP

LEFT BERM WITH ROLLER EXIT ASPHALT N/AN/A N/A

LEFT BERM WITH ROLLER ENTRY AND SHARK FIN EXIT ASPHALT

ASPHALT N/AN/A N/A
N/A
LEFT HIP JUMP WITH WOOD KICKER RAMP LIP 72"KICKER RAMPWOOD 4.5'

RIGHT BERM ASPHALT N/A N/A N/A
STEP UP JUMP WITH WOOD KICKER RAMP LIP WOOD 72"4.5'KICKER RAMP

RIGHT BERM WITH SHARK FIN EXIT ASPHALT N/A N/A N/A

SHARK FIN JUMP ASPHALT N/AN/A N/A
STEP UP JUMP WITH WOOD KICKER RAMP LIP WOOD 72"4.5'KICKER RAMP 3-07
3-08
3-09
3-10
3-11
3-12
3-13
3-14
FLOW TRAIL 3 (FT3) FEATURE SCHEDULE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE 03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
05 / BP5.08
5 10 20
1" = 10'-0"SCALE :
0 BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

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FEATURE PLAN - FLOW TRAILS 3 AND 4
FT3 AND FT4

01 TYP. JUMP FEATURE ENLARGEMENT02
TYP. ROLLER FEATURE ENLARGEMENT03
1" = 10'-0"

NOT TO SCALE

NOT TO SCALE
38675
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.05 546-1A
Jesse Sanchez 10/9/25
3-02
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JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of UNDERGROUND SERVICE ALERT
Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG m
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VETERANS MEMORIAL PARK BIKE PARK FEA TURE PLAN
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811
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1-09
2-07
FT 4
SF-09
SF-03
SF-04
4-06
3-093-14
SF-08
BIKE P
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BIKE PARK LIMIT OF
WORK
3-12
3-11
3-10
4-05
4-07
4-08
3-13
FT 3
SF-04
SF-03
SF-02

TOP OF JUMP TAKEOFF

TOP OF JUMP LANDING

EDGE OF BIKE TRAIL

TOE OF JUMP TAKEOFF

TOE OF JUMP LANDING

DIAGRAMMATIC REFLECTION
OF FEATURE SHAPE, NOT FORCONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY ANDGRADING PLAN FOR SITE

GRADING OUTSIDE OF TRAILS

BIKE JUMP TAKE OFF
(SEE FEATURE TABLE

FOR MATERIAL AND SIZE)

CENTERLINE OF TRAIL

ALIGNMENT PER BIKE PARK

LAYOUT PLANS

HIGH POINT (PEAK) OF ROLLER

LOW POINT OF ROLLER

EDGE OF BIKE TRAIL

DIAGRAMMATIC REFLECTIONOF FEATURE SHAPE, NOT FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY ANDGRADING PLAN FOR SITE

GRADING OUTSIDE OF TRAILS

CENTERLINE OF TRAIL

ALIGNMENT PER BIKE PARK

LAYOUT PLANS

CUSTOM WOOD LAUNCH STEP DOWN

LEFT BERM WITH ROLLER EXIT

RIGHT HIP JUMP WITH WOOD KICKER RAMP LIP
4-01
4-02
4-03
4-04
4-05
4-06
3' 72"KICKER RAMP

RIDE THROUGH TUNNEL (SEE PROFILE FOR DETAILS)

LEFT HIP JUMP WITH WOOD KICKER RAMP LIP

RIGHT BERM

STEP UP JUMP WITH WOOD KICKER RAMP LIP
72"KICKER RAMP
72"KICKER RAMP
72"KICKER RAMP

CUSTOM FABRICATED
N/A
72"WOOD
WOOD
SOIL
WOOD
WOOD
WOOD

ASPHALT
N/A

N/A N/A

4.5'
N/A
N/A

N/AVARIES
N/A
N/A

4.5'

4.5'
4-07
4-08
FLOW TRAIL 4 (FT4) FEATURE SCHEDULE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE SOIL 04 / BP5.04
04 / BP5.04
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
05 / BP5.01
05 / BP5.08

SYMBOL DESCRIPTION
SF-01 SHADE STRUCTURE WITH SEATING
(REFER TO LANDSCAPE ARCHITECTPLANS)
BIKE PARK RULES AND REGULATIONSSIGN, SEE 02-03/BP-5.03. QUANTITY: 3

BIKE PARK WAYFINDING SIGN, TO BE
SELECTED. QUANTITY: 11

PERIMETER FENCING (REFER TO

LANDSCAPE ARCHITECT PLANS)

MAINTENANCE GATE (REFER TO

LANDSCAPE ARCHITECT PLANS)
16' CLEAR RISE SPAN X 12' INSIDE

RISE ARCHED PRECAST CONCRETE
BRIDGE SYSTEM . MODEL /
MANUFACTURER: CONTECH B SERIES

BY CON/SPAN BRIDGE SYSTEM OR
APPROVED EQUAL. SEE BP-5.06 TO
BP-5.07. QUANTITY: 1
METAL GUARDRAIL TO MATCH DETAILON LANDSCAPE PLANS.

BIKE REPAIR & RINSE STATION ON4' X 8' CONCRETE PAD.

MODEL / MANUFACTURER: 185 SMSS

OUTDOOR STAINLESS STEEL BIKEREPAIR STATION WITH BIKE RACK,

AIR PUMP AND TOOLS
BY MOST DEPENDABLE FOUNTAINS,INC. (901) 867-0039, OR APPROVED EQUAL. COLOR TO BE SELECTED.

QUANTITY: 1.

SKILLS FEATURE PER SKILLS
FEATURE PLAN BP-1.17

PREFABRICATED WOOD FEATURE
(TYPE, SIZE, AND SHAPE VARIES PER

FEATURE SCHEDULE)

FLOW TRAILS

SITE FURNISHING LEGEND
SF-02
SF-03
SF-04
SF-05
SF-06
SF-07
SF-08
SF-09
ROLLER

STEP UP JUMP WITH WOOD KICKER RAMP LIP
3-01
3-05
3-06

SHARK FIN JUMP

LEFT HIP JUMP WITH WOOD KICKER RAMP LIP

STEP UP JUMP ON TO BRIDGE TOP

STEP DOWN OFF OF BRIDGE (OPTIONAL WOOD LAUNCH)
72"KICKER RAMP
30"CUSTOM 8' LONG WOOD LAUNCH
WOOD

ASPHALT / WOOD

ASPHALT
N/A

N/A N/A
N/A
N/A
N/A
N/A
3'

ASPHALT N/A N/A
WOOD 72"3'KICKER RAMP

LEFT BERM WITH ROLLER EXIT ASPHALT N/AN/A N/A

LEFT BERM WITH ROLLER ENTRY AND SHARK FIN EXIT ASPHALT

ASPHALT N/AN/A N/A
N/A
LEFT HIP JUMP WITH WOOD KICKER RAMP LIP 72"KICKER RAMPWOOD 4.5'

RIGHT BERM ASPHALT N/A N/A N/A
STEP UP JUMP WITH WOOD KICKER RAMP LIP WOOD 72"4.5'KICKER RAMP

RIGHT BERM WITH SHARK FIN EXIT ASPHALT N/A N/A N/A

SHARK FIN JUMP ASPHALT N/AN/A N/A
STEP UP JUMP WITH WOOD KICKER RAMP LIP WOOD 72"4.5'KICKER RAMP 3-07
3-08
3-09
3-10
3-11
3-12
3-13
3-14
FLOW TRAIL 3 (FT3) FEATURE SCHEDULE

MA
T
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L
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0 2
MA
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B
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0 4
MATCHLINE - SEE BP-1.04
MA
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FEATURE PLAN - FLOW TRAILS 3 AND 4
FT3 AND FT4

TYP. JUMP FEATURE ENLARGEMENT
TYP. ROLLER FEATURE ENLARGEMENT
1" = 10'-0"

NOT TO SCALE

NOT TO SCALE
02 03
01 38676
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.06 546-1A
Jesse Sanchez 10/9/25
3-02
3-03
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PROJECT NO.

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JT 2
JT 1
SF-01
1-03
SF-03
1-01
1-02SF-03
SF-02
2-01
SF-03
SF-04
2-04
2-05
2-02
SF-02
SF-01
SF-08
3R-05
2-062-07
3R-03
3R-04
4-04
SF-07
3-02
4-03
4-02
4-01
1-03
3-05 3R-02
3-04
3-01
SF-04
SF-03
2-03
SF-09
3R-01
SF-04
SF-01
SF-07
SF-05 ROLL IN WITH OPTIONAL LADDER DROP

JUMP WITH WOOD KICKER RAMP LIP
1-01
1-02
1-03
2'LADDER DROP 36"
WOOD 72"3.5'KICKER RAMP

RIGHT BERM ASPHALT N/AN/A N/A
WOOD
JUMP TRAIL 1 (JT1) FEATURE SCHEDULE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE 03 / BP5.08
01 / BP5.04
05 / BP5.08

TOP OF JUMP TAKEOFF

TOP OF JUMP LANDING

EDGE OF BIKE TRAIL

TOE OF JUMP TAKEOFF

TOE OF JUMP LANDING

DIAGRAMMATIC REFLECTIONOF FEATURE SHAPE, NOT FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY ANDGRADING PLAN FOR SITE

GRADING OUTSIDE OF TRAILS

BIKE JUMP TAKE

OFF (SEE FEATURE

TABLE FORMATERIAL AND SIZE)

CENTERLINE OF

TRAIL ALIGNMENT

PER BIKE PARKLAYOUT PLANS
ROLLER
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"3.5'KICKER RAMP

RIGHT BERM ASPHALT N/AN/A N/A

ASPHALT N/AN/A N/A
HAMMOCK FEATURE WITH WOOD KICKER RAMP LIP 72"3.5'KICKER RAMP

LEFT BERM WITH SHARK FIN JUMP OUT

SHARK FIN JUMP OUT OF BERM
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"3.5'KICKER RAMP
RIGHT BERM WITH 8' TALL, 30' LONG, CURVED WOODEN WALL RIDE INTERMEDIATE CURVED WALL RIDE

WOOD/ASPHALT

ASPHALT N/AN/A N/A

N/A N/AWOOD/ASPHALT
2-01
2-02
2-03
2-04
2-05
2-06
2-07
2-08
JUMP TRAIL 2 (JT2) FEATURE SCHEDULE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE 03 / BP5.08
03 / BP5.08
03 / BP5.08
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
04 / BP5.08

STEP UP JUMP (DOUBLE)
JUMP WITH WOOD KICKER RAMP LIP (SAME FEATURE AS 3R-01)
3-01
3-02
3-03
3-04
3-05
3-06

N/ASOILN/A N/A
WOOD 72"4.5'KICKER RAMP
3-07
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"4.5'KICKER RAMP
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"6.5'KICKER RAMP
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP

6.5'

6.5'
JUMP TRAIL 3 (JT3) FEATURE SCHEDULE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE 04 / BP5.04
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08

SYMBOL DESCRIPTION
SF-01 SHADE STRUCTURE WITH SEATING
(REFER TO LANDSCAPE ARCHITECT
PLANS)

BIKE PARK RULES AND REGULATIONS
SIGN, SEE 02-03/BP-5.03. QUANTITY: 3

BIKE PARK WAYFINDING SIGN, TO BE
SELECTED. QUANTITY: 11

PERIMETER FENCING (REFER TO

LANDSCAPE ARCHITECT PLANS)

MAINTENANCE GATE (REFER TO

LANDSCAPE ARCHITECT PLANS)

SPLIT RAIL WOOD FENCE TO MATCH
DETAIL ON LANDSCAPE PLANS.

SKILLS FEATURE PER SKILLSFEATURE PLAN BP1.17-SK
JUMP TRAIL 1 AND 2 STAGING ZONE
JUMP TRAIL 3, 3R, AND 4 STAGING
ZONE

JUMP TRAIL FINISH ZONE

RETAINING WALL PER BLOCK

RETAINING WALL PLANS

PREFABRICATED WOOD FEATURE
(TYPE, SIZE, AND SHAPE VARIES PERFEATURE SCHEDULE)
SF-02
SF-03
SF-04
SF-05
SF-06
SF-07

JUMP TRAILS

SITE FURNISHING LEGEND
SF-08
SF-09
SF-10
SF-11

HIGH POINT (PEAK) OF ROLLER

LOW POINT OF ROLLER

EDGE OF BIKE TRAIL

DIAGRAMMATIC REFLECTION

OF FEATURE SHAPE, NOT FOR
CONSTRUCTION REFERENCE.REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY AND

GRADING PLAN FOR SITE

GRADING OUTSIDE OF TRAILS

CENTERLINE OF TRAIL

ALIGNMENT PER BIKE PARK

LAYOUT PLANS
JUMP WITH WOOD KICKER RAMP LIP (SAME FEATURE AS 3-02)3R-01 3R-02
3R-03
3R-04
3R-05
3R-06
WOOD 72"4.5'KICKER RAMP
3R-07
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"4.5'KICKER RAMP

LEFT BERM WITH JUMP LANDING ENTRY AND SHARK FIN EXIT ASPHALT

SHARK FIN OUT OF BERM
RIGHT HIP JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP RIGHT HIP JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5'

N/A N/A N/A

ASPHALT N/A N/A N/A

4.5'
LEFT HIP JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5' RIGHT HIP JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5'3R-08 JUMP TRAIL 3R (JT3R) FEATURE SCHEDULE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE 03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
01 / BP5.04
01 / BP5.04
LADDER DROP WITH GAP TO LANDING WOOD 72"LADDER DROP
ROLLER
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5' JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5' JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5' 4-01
4-02
4-03
4-04
4-05
4-06
4-07
4-08

N/A N/A N/ASOIL
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5'

6.5'
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5' 3'
JUMP TRAIL 4 (JT4) FEATURE SCHEDULE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE 03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
04 / BP5.04
05 / BP5.08
5 10 20
1" = 10'-0"SCALE :
0 MA
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FEATURE PLAN - -UMP TRAILS
1" = 10'-0"01
TYP. JUMP FEATURE ENLARGEMENT

NOT TO SCALE
NOT TO SCALE03
02 TYP. ROLLER FEATURE

ENLARGEMENT

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38677
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.07 546-1A
Jesse Sanchez 10/9/25
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3R-08
3-08
4-08
SF-06
SF-10
SF-07
3-07
4-07
3-06
5-06
3-05
4-05
SF-04
3R-06
SF-03
SF-11

ROLL IN WITH OPTIONAL LADDER DROP

JUMP WITH WOOD KICKER RAMP LIP
1-01
1-02
1-03
2'LADDER DROP 36"
WOOD 72"3.5'KICKER RAMP

RIGHT BERM ASPHALT N/AN/A N/A
WOOD
JUMP TRAIL 1 (JT1) FEATURE SCHEDULE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE 03 / BP5.08
01 / BP5.04
05 / BP5.08
ROLLER
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"3.5'KICKER RAMP

RIGHT BERM ASPHALT N/AN/A N/A

ASPHALT N/AN/A N/A
HAMMOCK FEATURE WITH WOOD KICKER RAMP LIP 72"3.5'KICKER RAMP

LEFT BERM WITH SHARK FIN JUMP OUT

SHARK FIN JUMP OUT OF BERM
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"3.5'KICKER RAMP
RIGHT BERM WITH 8' TALL, 30' LONG, CURVED WOODEN WALL RIDE INTERMEDIATE CURVED WALL RIDE

WOOD/ASPHALT

ASPHALT N/AN/A N/A

N/A N/AWOOD/ASPHALT
2-01
2-02
2-03
2-04
2-05
2-06
2-07
2-08
JUMP TRAIL 2 (JT2) FEATURE SCHEDULE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE 03 / BP5.08
03 / BP5.08
03 / BP5.08
01 / BP5.04
01 / BP5.04
01 / BP5.04
01 / BP5.04
04 / BP5.08

STEP UP JUMP (DOUBLE)
JUMP WITH WOOD KICKER RAMP LIP (SAME FEATURE AS 3R-01)
3-01
3-02
3-03
3-04
3-05
3-06

6.5'

6.5'
JUMP TRAIL 3 (JT3) FEATURE SCHEDULE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE 04 / BP5.04
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08

SYMBOL DESCRIPTION
SF-01 SHADE STRUCTURE WITH SEATING(REFER TO LANDSCAPE ARCHITECT PLANS)

BIKE PARK RULES AND REGULATIONS
SIGN, SEE 02-03/BP-5.03. QUANTITY: 3

BIKE PARK WAYFINDING SIGN, TO BE
SELECTED. QUANTITY: 11

PERIMETER FENCING (REFER TOLANDSCAPE ARCHITECT PLANS)

MAINTENANCE GATE (REFER TO

LANDSCAPE ARCHITECT PLANS)

SPLIT RAIL WOOD FENCE TO MATCH
DETAIL ON LANDSCAPE PLANS.

SKILLS FEATURE PER SKILLS
FEATURE PLAN BP1.17-SK
JUMP TRAIL 1 AND 2 STAGING ZONE
JUMP TRAIL 3, 3R, AND 4 STAGINGZONE

JUMP TRAIL FINISH ZONE

RETAINING WALL PER BLOCK

RETAINING WALL PLANS

PREFABRICATED WOOD FEATURE
(TYPE, SIZE, AND SHAPE VARIES PER

FEATURE SCHEDULE)
SF-02
SF-03
SF-04
SF-05
SF-06
SF-07

JUMP TRAILS

SITE FURNISHING LEGEND
SF-08
SF-09
SF-10
SF-11
JUMP WITH WOOD KICKER RAMP LIP (SAME FEATURE AS 3-02)3R-01 3R-02
3R-03
3R-04
3R-05
3R-06
WOOD 72"4.5'KICKER RAMP
3R-07
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"4.5'KICKER RAMP

LEFT BERM WITH JUMP LANDING ENTRY AND SHARK FIN EXIT ASPHALT

SHARK FIN OUT OF BERM
RIGHT HIP JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP RIGHT HIP JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5'

N/A N/A N/A

ASPHALT N/A N/A N/A

4.5'
LEFT HIP JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5' RIGHT HIP JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5'3R-08 JUMP TRAIL 3R (JT3R) FEATURE SCHEDULE

N/A N/A N/ASOIL
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5'

6.5'
JUMP WITH WOOD KICKER RAMP LIP WOOD 72"KICKER RAMP 6.5' 3'
JUMP TRAIL 4 (JT4) FEATURE SCHEDULE

MATERIAL PRE-FAB STRUCTURE NAME HEIGHT WIDTH DETAILSYMBOLFEATURE 03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
04 / BP5.04
05 / BP5.08

TOP OF JUMP TAKEOFF

TOP OF JUMP LANDING

EDGE OF BIKE TRAIL

TOE OF JUMP TAKEOFF

TOE OF JUMP LANDING

DIAGRAMMATIC REFLECTION
OF FEATURE SHAPE, NOT FORCONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY AND

GRADING PLAN FOR SITEGRADING OUTSIDE OF TRAILS

BIKE JUMP TAKE

OFF (SEE FEATURE

TABLE FORMATERIAL AND SIZE)

CENTERLINE OF

TRAIL ALIGNMENT

PER BIKE PARK

LAYOUT PLANS

HIGH POINT (PEAK) OF ROLLER

LOW POINT OF ROLLER

EDGE OF BIKE TRAIL

DIAGRAMMATIC REFLECTION

OF FEATURE SHAPE, NOT FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FORFEATURE GEOMETRY AND

GRADING PLAN FOR SITE

GRADING OUTSIDE OF TRAILS

CENTERLINE OF TRAIL

ALIGNMENT PER BIKE PARK

LAYOUT PLANS
5 10 20
1" = 10'-0"SCALE :
0 MATC
H
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B
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0 7
FE
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P
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1" = 10'-0"01
TYP. JUMP FEATURE ENLARGEMENT

NOT TO SCALE

NOT TO SCALE
TYP. ROLLER FEATURE

ENLARGEMENT
02 03

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114F 604.530.1119
NEW LINE SKATEPARKS INC.
38678
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.08 546-1A
Jesse Sanchez 10/9/25
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It UNDERGROUND SERVICE ALERT
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VETERANS MEMORIAL PARK BIKE PARK FEATURE PLAN
I
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
PROJECT NO.

CIP 4609
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CALL:
811
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_ City of Carlsbad
1 SS
WN
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SKI-04
SKI-06
SKI-05
SKI-03
SKI-02
SKI-01
90 DEGREE TURN
ZIG ZAG 90 DEGREE TURN

A-FRAME
MOUNTAIN TOP 2' PEAK

ZIG ZAG OFFSET
NESSY
10" 12.8' 24"
2' 21.8' 24"
2' 19.7' 12"
2' 34.8' 24"
2' 44.5' 12"
2' 31.7' 36"
1 1
1 1
1 1
SKI-01

ITEM HEIGHT LENGTH WIDTH QUANTITYSYMBOL

SKILLS FEATURE SCHEDULE
NOTES:

1. CONTRACTOR TO PERFORM ITEMS LISTED

BELOW IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS:

A. CONSTRUCT CAST IN PLACE FOOTINGS
B. SET WOOD RAMPS

2. CONCRETE FOOTING DIMENSIONS AND

REQUIRED COVER TO BE VERIFIED BY
STRUCTURAL ENGINEER.

3. ALL PRE-FABRICATED WOOD RAMPS TO BE
MANUFACTURED BY PROGRESSIVE BIKERAMPS (855) 727-7267.

DETAIL
02/BP-1.09
03/BP-1.09
04/BP-1.09
05/BP-1.09
06/BP-1.09
07/BP-1.09
SKI-02
SKI-03
SKI-04
SKI-05
SKI-06
0 20 40 80
1" = 40'-0"SCALE :

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

NTS
90 DEGREE TURN
01 NTS
ZIG ZAG 90 DEGREE TURN
02 NTS
A-FRAME03
NTS
MOUNTAIN TOP 2' PEAK04 NTS
ZIG ZAG OFFSET05 NTS
NESSY06

FEATURE PLAN - SKILLS
1" = 40'-0"00
38679
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.09 546-1A
Jesse Sanchez 10/9/25
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P.A.

MT-05
MT-03
MT-06
MT-03
MT-04
MT-05
MT-06
MT-05
MT-03
P.A.

P.A.

MT-08
MT-02
P.A.

P.A.

MT-02

BIKE PAR
K

L
I
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I
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O
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WORK
BIK
E

P
A
R
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L
I
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I
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O
F
W
O
R
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B
I
K
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P
A
R
K

L
I
M
I
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O
F
W
O
R
K
05-06/BP-5.03
01-05/BP-5.01
MT-02

CONCRETE PUMP TRACK

MATERIAL LEGEND
MT-01

DESCRIPTIONSYMBOL
SOIL MIXMT-03
DETAIL
MT-04 CONCRETE AMPHITHEATER

SEATWALL
SYNTHETIC TURF - TYPE &MANUFACTURER TO BEDETERMINED.

PLANTING AREAREFER TO LANDSCAPE

ARCHITECT PLANS
P.A.

SOIL MIX WITH ONE (1)COAT SOILTAC AND
THREE (3) COATS
SLURRY
MT-05
SPECIALTY ASPHALT TRAILMT-06
MT-07 PRE-FABRICATED WOODENFEATURE
04/BP-5.03
03/BP-5.04
04/BP-5.04
01-02/BP-5.04
01-05/BP-5.08
MT-08 CONCRETE RETAINING
WALL
07//BP-5.03
5 10 20
1" = 10'-0"SCALE :
0 MATC
H
L
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N
E

S
E
E

B
P
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1 .
1 7
M
A
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H
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S
E
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B
P
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1 .
1 1

MATERIAL PLAN - DUAL SLALOM
1" = 10'-0"01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38680
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE MP-1.10 546-1A
Jesse Sanchez 10/9/25
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a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG

VETERANS MEMORIAL PARK BIKE PARK MATERIAL PLAN
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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811
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BIKE PARK LIMIT OF
WOR
K
BIKE
P
A
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L
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O
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WORK
B
I
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P
A
R
K

L
I
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I
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O
F
W
O
R
K
MT-03
MT-02
MT-01
MT-04
MT-02
MT-03
P.A.

P.A.

MT-02
MT-03
MT-01
P.A.

P.A.

MT-06
MT-05
MT-03
P.A.

P.A.

MT-08
P.A.

P.A.

MT-02
05-06/BP-5.03
01-05/BP-5.01
MT-02

CONCRETE PUMP TRACK

MATERIAL LEGEND
MT-01

DESCRIPTIONSYMBOL
SOIL MIXMT-03
DETAIL
MT-04 CONCRETE AMPHITHEATER

SEATWALL
SYNTHETIC TURF - TYPE &MANUFACTURER TO BEDETERMINED.

PLANTING AREA

REFER TO LANDSCAPE

ARCHITECT PLANS
P.A.

SOIL MIX WITH ONE (1)

COAT SOILTAC AND
THREE (3) COATS
SLURRY
MT-05
SPECIALTY ASPHALT TRAILMT-06
MT-07 PRE-FABRICATED WOODENFEATURE
04/BP-5.03
03/BP-5.04
04/BP-5.04
01-02/BP-5.04
01-05/BP-5.08
MT-08 CONCRETE RETAINING
WALL
07//BP-5.03
5 10 20
1" = 10'-0"SCALE :
0 BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

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MA
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B
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1 5

MATERIAL PLAN - PUMP TRACK
1" = 10'-0"01
38681
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.11 546-1A
Jesse Sanchez 10/9/25
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DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG i i

VETERANS MEMORIAL PARK BIKE PARK MATERIAL PLAN
PROJECT NO.

CIP 4609
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P.A.

MT-07
MT-07
P.A.

P.A.

MT-03
MT-04
MT-03
MT-06
MT-08
MT-05
MT-07
MT-06
MT-07
MT-07
BIKE

P
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L
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O
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WOR
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05-06/BP-5.03
01-05/BP-5.01
MT-02

CONCRETE PUMP TRACK

MATERIAL LEGEND
MT-01

DESCRIPTIONSYMBOL
SOIL MIXMT-03
DETAIL
MT-04 CONCRETE AMPHITHEATERSEATWALL

SYNTHETIC TURF - TYPE &
MANUFACTURER TO BEDETERMINED.

PLANTING AREAREFER TO LANDSCAPEARCHITECT PLANS
P.A.

SOIL MIX WITH ONE (1)COAT SOILTAC ANDTHREE (3) COATS
SLURRY
MT-05
SPECIALTY ASPHALT TRAILMT-06
MT-07 PRE-FABRICATED WOODEN

FEATURE
04/BP-5.03
03/BP-5.04
04/BP-5.04
01-02/BP-5.04
01-05/BP-5.08
MT-08 CONCRETE RETAINING
WALL
07//BP-5.03
5 10 20
1" = 10'-0"SCALE :
0 BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

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MATCHLINE
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1 5
M
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1 4
MATERIAL PLAN - FLOW TRAILS 1 AND 2
FT1 AND FT2

1" = 10'-0"01 38682
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.12 546-1A
Jesse Sanchez 10/9/25
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JESSE SANCHEZ
BUILDING OFFICIAL DATEpmCity of UNDERGROUND SERVICE ALERT Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG

VETERANS MEMORIAL PARK BIKE PARK MA TERI AL PLAN
PROJECT NO.C/P 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811I —
Q.

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P.A.

MT-06
MT-05
MT-07
MT-06
MT-07
P.A.
05-06/BP-5.03
01-05/BP-5.01
MT-02

CONCRETE PUMP TRACK

MATERIAL LEGEND
MT-01

DESCRIPTIONSYMBOL
SOIL MIXMT-03
DETAIL
MT-04 CONCRETE AMPHITHEATER

SEATWALL
SYNTHETIC TURF - TYPE &MANUFACTURER TO BEDETERMINED.

PLANTING AREA

REFER TO LANDSCAPE

ARCHITECT PLANS
P.A.

SOIL MIX WITH ONE (1)

MATC
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B
P
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1 .
1 1
MA
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B
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1 .
1 4
MA
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S
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B
P
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1 .
1 2
MATCHLINE - SEE BP-1.16
M
A
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S
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B
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1 .
1 7
MATC
H
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S
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B
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1 .
1 0
MATERIAL PLAN - FLOW TRAILS 1 AND 2
FT1 AND FT2

1" = 10'-0"01
38683
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.13 546-1A
Jesse Sanchez 10/9/25
1+1+. [
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SHEETSSHEET

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Rd UNDERGROUND SERVICE ALERT
a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG

VETERANS MEMORIAL PARK BIKE PARK MA TERI AL PLAN
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811("I — Q o 2
_ City of Carlsbad Parks & Recreation Department

P.A.

MT-06
P.A.

P.A.

MT-07
MT-05
MT-07
MT-03
MT-06
MT-03
MT-07
MT-06
MT-03
MT-07
MT-07
BIK
E

P
A
R
K

L
I
M
I
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O
F
WO
R
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BIKE PARK L
I
M
I
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O
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WORK
05-06/BP-5.03
01-05/BP-5.01
MT-02

CONCRETE PUMP TRACK

MATERIAL LEGEND
MT-01

DESCRIPTIONSYMBOL
SOIL MIXMT-03
DETAIL
MT-04 CONCRETE AMPHITHEATERSEATWALL

SYNTHETIC TURF - TYPE &
MANUFACTURER TO BEDETERMINED.

PLANTING AREAREFER TO LANDSCAPEARCHITECT PLANS
P.A.

SOIL MIX WITH ONE (1)COAT SOILTAC ANDTHREE (3) COATS
SLURRY
MT-05
SPECIALTY ASPHALT TRAILMT-06
MT-07 PRE-FABRICATED WOODEN

MA
T
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H
L
I
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S
E
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B
P
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1 .
1 5
MATCH
L
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B
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1 2
M
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S
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B
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1 .
1 2
MATERIAL PLAN - FLOW TRAILS 3 AND 4
FT 3 AND FT4

1" = 10'-0"01
38684
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.14 546-1A
Jesse Sanchez 10/9/25
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PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811("I P
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MT-04
MT-02
MT-03
P.A.

P.A.

MT-07
MT-03
P.A.

P.A.

MT-07
MT-07
MT-06
MT-05
MT-03
MT-07
P.A.

P.A.

MT-07
MT-01
P.A.

P.A.

BIKE P
A
R
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L
I
M
I
T

O
F
WORK

BIKE PARK LIMIT OF
WORK
05-06/BP-5.03
01-05/BP-5.01
MT-02

CONCRETE PUMP TRACK

MATERIAL LEGEND
MT-01

DESCRIPTIONSYMBOL
SOIL MIXMT-03
DETAIL
MT-04 CONCRETE AMPHITHEATER

SEATWALL

SYNTHETIC TURF - TYPE &

MANUFACTURER TO BE
DETERMINED.

PLANTING AREA

REFER TO LANDSCAPE

ARCHITECT PLANS
P.A.

SOIL MIX WITH ONE (1)

COAT SOILTAC AND
THREE (3) COATSSLURRY
MT-05
SPECIALTY ASPHALT TRAILMT-06
MT-07 PRE-FABRICATED WOODEN

FEATURE
04/BP-5.03
03/BP-5.04
04/BP-5.04
01-02/BP-5.04
01-05/BP-5.08
MT-08 CONCRETE RETAININGWALL 07//BP-5.03
5 10 20
1" = 10'-0"SCALE :
0 BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

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MATERIAL PLAN - FLOW TRAILS 3 AND 4
FT 3 AND FT4

1" = 10'-0"01 38685
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.15 546-1A
Jesse Sanchez 10/9/25
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CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811
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P.A.

MT-06
MT-06
MT-03
MT-06
MT-06
MT-07
MT-07
MT-03
MT-05
MT-07
MT-05
MT-07
MT-07
MT-05
MT-07
MT-05
MT-07
MT-05
MT-07
MT-07
MT-06
MT-06
MT-05
MT-07
MT-07
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01-05/BP-5.01
MT-02

CONCRETE PUMP TRACK

MATERIAL LEGEND
MT-01

DESCRIPTIONSYMBOL
SOIL MIXMT-03
DETAIL
MT-04 CONCRETE AMPHITHEATER

SEATWALL
SYNTHETIC TURF - TYPE &MANUFACTURER TO BEDETERMINED.

PLANTING AREAREFER TO LANDSCAPE

ARCHITECT PLANS
P.A.

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MATCHLINE
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MATERIAL PLAN - -UMP TRAILS
1" = 10'-0"01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38686
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.16 546-1A
Jesse Sanchez 10/9/25
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MT-03
MT-05
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MT-05
MT-07
MT-07
MT-05
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P.A.

P.A.

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MT-02

CONCRETE PUMP TRACK

MATERIAL LEGEND
MT-01

DESCRIPTIONSYMBOL
SOIL MIXMT-03
DETAIL
MT-04 CONCRETE AMPHITHEATER

SEATWALL
SYNTHETIC TURF - TYPE &MANUFACTURER TO BEDETERMINED.

PLANTING AREAREFER TO LANDSCAPE

ARCHITECT PLANS
P.A.

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MATERIAL PLAN - -UMP TRAILS
1" = 10'-0"01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38687
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.17 546-1A
Jesse Sanchez 10/9/25
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CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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L
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BIK
E

P
A
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K

L
I
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I
T

O
F
W
O
R
K
B
I
K
E

P
A
R
K

L
I
M
I
T

O
F
W
O
R
K
4 5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
2122
23 24
25 26
27 101
102
103 104
105
106
107 108
109110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
Site Layout Point Table
Point #
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 21
22 23
Northing
1994139.63
1994135.45
1994134.07
1994138.15
1994142.50
1994146.80
1994151.01
1994128.30
1994117.27
1994106.08
1994099.29
1994110.48
1994121.51
1994141.43
1994137.22
1994132.93
1994128.58
1994124.49
1994126.09
1994130.29
Easting
6239677.46
6239688.22
6239711.23
6239724.73
6239739.12
6239753.31
6239767.22
6239813.09
6239823.30
6239833.65
6239826.31
6239815.96
6239805.75
6239770.12
6239756.20
6239742.02
6239727.63
6239714.13
6239684.58
6239673.82
Site Layout Point Table
Point #
24 25
26 27
Northing
1994140.62
1994149.94
1994070.49
1994077.29
Easting
6239647.32
6239650.94
6239852.95
6239860.29
Site Layout Point Table
Point #
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Northing
1994178.38
1994179.38
1994192.32
1994191.84
1994166.06
1994167.53
1994192.50
1994191.92
1994181.16
1994182.23
1994172.43
1994173.90
1994156.47
1994160.86
1994158.82
1994138.40
1994118.63
1994063.96
1994064.41
1994119.08
Easting
6239711.07
6239712.19
6239776.12
6239777.53
6239748.16
6239747.86
6239769.19
6239770.58
6239717.44
6239718.49
6239746.87
6239746.57
6239753.84
6239764.54
6239796.12
6239823.87
6239845.79
6239895.43
6239895.93
6239846.28
Site Layout Point Table
Point #
121
122
123
124
125
126
127
128
129
130
131
132
134
135
136
137
138
139
140
Northing
1994138.94
1994159.35
1994161.44
1994157.11
1994147.03
1994146.49
1994137.33
1994136.79
1994117.74
1994117.29
1994065.04
1994064.59
1994141.14
1994135.72
1994135.18
1994116.39
1994115.94
1994065.67
1994065.23
Easting
6239824.27
6239796.51
6239764.22
6239753.66
6239809.90
6239809.50
6239823.08
6239822.69
6239844.80
6239844.31
6239892.65
6239892.16
6239813.40
6239821.90
6239821.50
6239843.32
6239842.83
6239889.38
6239888.88
MATC
H
L
I
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S
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B
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2 .
1 6
M
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L
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B
P
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2 .
0 3
5 10 20
1" = 10'-0"SCALE :
0 1. COORDINATE VALUES SHOWN ARE INTENDED FOR
HORIZONTAL POSITIONING AND DIMENSIONCLARIFICATION ONLY. ALL POINTS SET IN THE FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATIONIS 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 CITY PRIOR TO COMMENCING ANYCONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALLBANKS/ TRANSITIONS NEED TO BE CHECKED AGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THE
ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

LAYOUT NOTES

LAYOUT POINT PLAN - DUAL SLALOM
1" = 10'-0"

LAYOUT POINT TABLE - DUAL SLALOM
01 LAYOUT POINT TABLE - WALLS & SEATWALLS

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38688
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.01 546-1A
Jesse Sanchez 10/9/25
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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of UNDERGROUND SERVICE ALERT
Carlsbad I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS BEFORE YOU DIG
\
PROJECT NO. C/P 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
I
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LR

BIKE PAR
K

L
I
M
I
T

O
F
WORK
BIK
E

P
A
R
K

L
I
M
I
T

O
F
W
O
R
K
B
I
K
E

P
A
R
K

L
I
M
I
T

O
F
W
O
R
K
L1
C1
L3
C2
L4
L5
C4
L7
C5
L8
C7
C8
C9
C10
C305
L
4 0
1 C307
C3
1 0
C3
1 1
L
4 0
6 L4
0 7
L4
0 8
C3
1 3
C3
1 4
L4
1 1
L4
1 2
L4
1 3
Line Table
Line #
L1
L3
L4
L5
L7
L8
Length

46.90 69.49

93.74 47.00

69.66 93.74
Direction
S68° 45' 04.65"E
N73° 10' 01.13"E
S42° 46' 37.16"E
S68° 45' 04.65"E
N73° 10' 01.13"E
S42° 46' 37.16"E
Curve Table
Curve #
C1
C2
C4
C5
C7
C8
C9
C10
Length

11.63 26.27

18.03 15.09

17.89 29.07

13.29 19.94
Radius

17.50 23.50

26.40 13.50

16.00 26.00

20.00 30.00
Delta
038.0817
064.0560
039.1417
064.0560
064.0560
064.0560
038.0817
038.0817
Chord Direction
S87° 47' 31.76"E
S74° 48' 18.02"E
S87° 42' 28.56"E
S74° 48' 18.02"E
S74° 48' 18.02"E
S74° 48' 18.02"E
S87° 47' 31.76"E
S87° 47' 31.76"E
Chord Length

11.418

24.926

17.683

14.319

16.971

27.577

13.050

19.575
Line Table
Line #
L401
L406
L407
L408
L411
L412
L413
Length

0.67 73.84

71.18 68.51

10.06 16.37

34.45 Direction
S15° 39' 08.13"E
S42° 14' 28.88"E
S42° 14' 28.88"E
S42° 14' 28.88"E
S53° 39' 43.63"E
S53° 39' 43.63"E
S53° 39' 43.63"E
Curve Table
Curve #
C305
C307
C310
C311
C313
C314
Length

11.59 33.42

29.57 29.70

28.77 29.17
Radius

49.96 29.33
148.33
149.00
144.33
146.33
Delta
013.2933
065.2834
011.4208
011.4208
011.4208
011.4208
Chord Direction
N67° 42' 04.02"E
S86° 18' 13.73"E
S47° 57' 06.25"E
N47° 57' 06.25"W
S47° 57' 06.25"E
S47° 57' 06.25"E
Chord Length

11.566

31.644

29.518

29.651

28.722

29.120
MATC
H
L
I
N
E

S
E
E

B
P
-
2 .
1 7
M
A
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 4
5 10 20
1" = 10'-0"SCALE :
0 1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS ANDGRAPHIC 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 CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THE
ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

LAYOUT NOTES

LAYOUT LINE & CURVE PLAN - DUAL SLALOM
1" = 10'-0"01

LAYOUT LINE & CURVE TABLES - DUAL SLALOM

LAYOUT LINE & CURVE TABLES - WALLS & SEATWALLS

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38689
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.02 546-1A
Jesse Sanchez 10/9/25
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CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
\
\
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LR

BIKE PARK LIMIT OF
WORK
BIKE
P
A
R
K

L
I
M
I
T

O
F
WORK
B
I
K
E

P
A
R
K

L
I
M
I
T

O
F
W
O
R
K
1 2
3 4
5 6
7 8
9 1011
12 13
14 15
16 17 18
19 20
21 22 23
24 25
26 27
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 4344
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 70
71 72
73 74
75 76
77 78
79 80
81 82
83 84
8586
87 88
8990
91 92
93 94
95 96
97 98
99 100 101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
301302
303
304305
306
307
308
309
310
311
312313
314
315
316
317
318319
320321
322
323
324
325
326327
Site Layout Point Table
Point #
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
318
319
320
321
Northing
1994186.34
1994185.55
1994172.77
1994154.92
1994154.92
1994122.82
1994122.32
1994110.66
1994110.66
1994074.38
1994075.86
1994085.51
1994086.44
1994124.06
1994123.56
1994150.12
1994171.26
1994171.66
1994163.48
1994163.74
Easting
6239912.67
6239910.82
6239926.07
6239937.04
6239935.04
6239940.40
6239938.46
6239941.93
6239939.93
6239925.87
6239924.52
6239940.71
6239938.94
6239945.24
6239943.30
6239941.95
6239944.11
6239942.15
6239947.85
6239945.87
Site Layout Point Table
Point #
322
323
324
325
326
327
Northing
1994150.12
1994150.12
1994125.30
1994124.80
1994102.69
1994102.96
Easting
6239946.95
6239944.95
6239950.08
6239948.15
6239951.39
6239949.41
5 10 20
1" = 10'-0"SCALE :
0 BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

MATC
H
L
I
N
E

S
E
E

B
P
-
2 .
0 8
M
A
T
C
H
L
I
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S
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B
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0 1
MA
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I
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B
P
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2 .
1 2

1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM 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 CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THEACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.05 FOR LAYOUT TABLES.

LAYOUT NOTES

LAYOUT POINT PLAN - PUMP TRACKS
1" = 10'-0"01

LAYOUT POINT TABLE - SEATWALLS
38690
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.03 546-1A
Jesse Sanchez 10/9/25
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SHEETSSHEET

JESSE SANCHEZ

TWO WORKING DAYS BEFORE YOU DIG
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PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
/
/
CALL:
811
$
$
%

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
T — Q. O 2
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600001
,9999
000001
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BIKE PARK LIMIT OF
WORK
BIKE
P
A
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L
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T

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F
WORK
B
I
K
E

P
A
R
K

L
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M
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T

O
F
W
O
R
K
L
1 C1
L
2 C2
C3 L3
L
4 L
5 L6L7
C4
L8
L
9 L
1 0
L11
L12
L13
L1
5 C5 L16
L1
7 C
1 1
L26
L
2 7
L2
8 C1
2 L30
L31
L32
C1
3 C14
C15
L33
L3
4 L
3 5
C16
C17
C
1 8
L36
C
1 9
L38
C
2 0
L39
L
4 0
L41
C21
C22
L43
L
4 4
C
2 3
L46
L47
L48
C2
4 L4
9 C2
5 L50
L51
C
2 6
C2
7 C28 L52
L53
L54
C
2 9
L55
L
5 6
L
5 7
C30
L
5 8
C
3 1
L60
L61 C32
L62
C
3 3
C34
C35
L63
L
6 4
L
6 5
C36
C37
C3
8 L66
C3
9 L
6 8
C40
L6
9 L70
L71
C4
1 L7
2 C
4 2
C4
3 C4
4 L101
C
2 0
1 C
2 0
2 C
2 0
3 C
2 0
4 C2
0 5
C
2 0
6 C
2 0
7 C
2 0
8 C2
0 9
C21
0 L1
0 2
L103
C2
1 2
C2
1 3
C2
1 4
C
2 1
5 C2
1 6
C2
1 7
L104
L105
C2
1 8
C219
C
2 2
0 C221
C2
2 2
C2
2 3
L106
Line Table
Line #
L101
L102
L103
L104
L105
L106
Length

2.00 3.37

2.00 2.00

2.00 2.00
Direction
N66° 55' 05.49"E
N42° 14' 28.88"W
S62° 14' 28.88"E
N78° 23' 01.67"W
S82° 19' 01.00"E
S82° 14' 28.88"E
Curve Table
Curve #
C201
C202
C203
C204
C205
C206
C207
C208
C209
C210
C212
C213
C214
C215
C216
C217
C218
C219
C220
C221
Length

19.41 20.81

22.79 20.51

31.65 32.23

53.13 50.96

38.23 39.70

48.53 47.62

39.25 41.43

39.25 41.43
Radius

30.00 32.00

20.00 18.00
110.00
112.00

49.00 47.00

52.00 54.00
107.00
105.00
107.00
105.00
102.00
100.00
102.00
100.00
Delta
037.0675
037.2569
065.2941
065.2941
016.4855
016.4855
062.1268
062.1268
062.1268
062.1268
042.1268
042.1268
025.9844
025.9844
025.9844
025.9844
022.0458
023.7391
022.0458
023.7391
Chord Direction
S44° 38' 35.04"E
S44° 32' 54.16"E
N30° 31' 47.10"W
N30° 31' 47.10"W
S06° 07' 31.50"E
S06° 07' 31.50"E
N16° 41' 42.88"E
N16° 41' 42.88"E
N16° 41' 42.88"E
N16° 41' 42.88"E
N06° 41' 42.88"E
N06° 41' 42.88"E
S01° 22' 33.52"E
S01° 22' 33.52"E
S01° 22' 33.52"E
S01° 22' 33.52"E
S03° 20' 42.94"E
N02° 29' 54.98"W
S03° 20' 42.94"E
N02° 29' 54.98"W
Chord Length

19.072

20.444

21.579

19.421

31.541

32.114

50.567

48.503

50.567

48.503

37.378

38.815

48.111

47.212

48.111

47.212

39.005

41.137

39.005

41.137
Curve Table
Curve #
C222
C223
Length

22.01 22.78
Radius

57.00 59.00
Delta
022.1268
022.1268
Chord Direction
N03° 18' 17.12"W
N03° 18' 17.12"W
Chord Length

21.876

22.644
5 10 20
1" = 10'-0"SCALE :
0 BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

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1 3

LAYOUT LINE & CURVE PLAN - PUMP TRACKS
1" = 10'-0"01

LAYOUT LINE & CURVE TABLE - SEATWALLS

1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM 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 CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THEACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.05 FOR LAYOUT TABLES.

LAYOUT NOTES
38691
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.04 546-1A
Jesse Sanchez 10/9/25
11/1
/
0000
00001
0000
0000.

J 1

SHEETSSHEET

JESSE SANCHEZ

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
/
/
• )
T"IIII
CALL:
811
$
$
%

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
— Q. O 2
000 o

Site Layout Point Table
Point #
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
Northing
1994218.98
1994220.90
1994237.81
1994236.27
1994238.18
1994228.58
1994211.41
1994205.64
1994203.72
1994186.82
1994188.36
1994186.45
1994197.33
1994204.64
1994211.94
1994224.74
1994233.19
1994232.42
1994228.58
1994199.88
Easting
6239885.48
6239887.78
6239889.32
6239906.23
6239908.53
6239912.62
6239926.92
6239935.63
6239933.32
6239931.78
6239914.87
6239912.57
6239907.42
6239901.33
6239895.25
6239892.39
6239893.16
6239901.61
6239897.00
6239928.71
Site Layout Point Table
Point #
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
Northing
1994191.43
1994195.22
1994196.04
1994216.19
1994193.98
1994185.20
1994172.91
1994170.98
1994169.09
1994164.91
1994148.98
1994142.63
1994138.84
1994145.44
1994148.27
1994146.18
1994138.58
1994144.94
1994117.26
1994112.80
Easting
6239927.94
6239916.45
6239924.10
6239879.71
6239890.48
6239898.19
6239916.87
6239925.17
6239928.14
6239925.39
6239929.75
6239914.50
6239913.22
6239899.98
6239891.66
6239885.58
6239887.16
6239887.47
6239906.52
6239912.56
Site Layout Point Table
Point #
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
Northing
1994111.82
1994108.43
1994090.86
1994091.71
1994089.02
1994099.34
1994131.83
1994135.43
1994156.36
1994160.35
1994163.57
1994175.28
1994184.82
1994186.53
1994188.42
1994195.79
1994188.36
1994189.99
1994182.84
1994163.02
Easting
6239915.40
6239911.67
6239910.91
6239893.25
6239890.29
6239883.62
6239854.11
6239850.12
6239821.68
6239812.88
6239815.25
6239810.26
6239817.07
6239820.08
6239821.42
6239832.85
6239844.24
6239847.90
6239848.88
6239857.69
Site Layout Point Table
Point #
61 62
63 64
65 66
67 68
69 70
71 72
73 74
75 76
77 78
79 80
Northing
1994159.49
1994161.87
1994164.32
1994165.90
1994171.41
1994176.85
1994182.29
1994186.87
1994193.27
1994206.15
1994223.81
1994206.62
1994221.92
1994215.36
1994205.76
1994214.30
1994210.64
1994202.07
1994189.62
1994185.84
Easting
6239862.50
6239867.98
6239870.32
6239873.30
6239876.61
6239873.44
6239863.26
6239857.83
6239854.75
6239851.62
6239861.12
6239853.56
6239861.80
6239877.89
6239859.95
6239864.54
6239873.52
6239877.67
6239881.49
6239873.58
Site Layout Point Table
Point #
81 82
83 84
85 86
87 88
89 90
91 92
93 94
95 96
97 98
99 100
Northing
1994189.35
1994195.16
1994182.34
1994169.94
1994159.27
1994158.18
1994156.35
1994149.81
1994157.23
1994156.42
1994166.37
1994184.03
1994188.47
1994184.79
1994182.27
1994173.88
1994166.91
1994141.88
1994137.21
1994098.89
Easting
6239867.03
6239862.53
6239880.13
6239886.67
6239877.59
6239875.46
6239873.92
6239862.44
6239851.51
6239849.68
6239847.45
6239839.60
6239833.18
6239826.29
6239824.30
6239817.60
6239820.84
6239854.87
6239860.04
6239894.84
Site Layout Point Table
Point #
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Northing
1994098.44
1994107.82
1994100.11
1994129.13
1994135.19
1994136.54
1994151.79
1994156.78
1994158.76
1994153.56
1994149.57
1994153.12
1994162.04
1994154.47
1994171.48
1994176.81
1994183.29
1994173.64
1994209.69
1994197.28
Easting
6239904.02
6239904.29
6239902.50
6239884.93
6239876.73
6239878.21
6239877.01
6239891.48
6239892.15
6239900.95
6239912.73
6239921.27
6239918.83
6239918.52
6239904.49
6239892.76
6239832.82
6239822.66
6239866.20
6239871.27
Site Layout Point Table
Point #
121
122
Northing
1994162.30
1994171.31
Easting
6239862.93
6239874.24
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
Length

18.85 18.85

37.70 37.70

13.83 5.37

2.59 2.84

5.35 10.25

39.27 5.38

26.70 4.66

28.75 12.49

6.80 13.24

14.30 12.62
Radius

6.00 6.00

12.00 12.00

5.25 5.00
118.00

2.00 5.00

5.00 12.50

27.00 12.50

6.00 12.50

6.00 14.00

6.00 17.00

15.00 Delta
180.0008
180.0008
180.0014
180.0014
150.9813
061.5264
001.2574
081.3857
061.3495
117.4040
180.0010
011.4208
122.4063
044.5050
131.8030
119.2903
027.8269
126.4472
048.2031
048.2031
Chord Direction
N50° 12' 48.15"E
S50° 12' 45.16"W
S50° 12' 46.65"W
N50° 12' 46.65"E
S33° 14' 57.46"W
N40° 29' 50.61"W
N10° 21' 46.34"W
N29° 42' 04.57"E
N39° 43' 09.65"E
N67° 44' 47.74"E
N47° 45' 31.12"E
S47° 57' 06.25"E
S07° 32' 27.74"W
S46° 29' 30.15"W
N89° 51' 33.33"W
S83° 36' 10.06"E
S50° 39' 55.64"W
N01° 21' 18.95"E
N37° 46' 00.44"W
N37° 46' 00.44"W
Chord Length

12.000

24.000

10.165

5.115

2.589

2.608

5.102

8.545

25.000

5.373

21.908

4.544

22.821

10.355

6.733

10.713

13.884

12.251
Curve Table
Curve #
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
Length

43.93 38.07

11.82 36.08

20.21 12.38

5.08 6.47

16.12 21.23

7.57 4.19

29.74 4.82

27.84 16.43

6.43 16.04

6.98 20.42
Radius

15.00 13.00

22.00 12.50

7.00 10.00

14.50 3.00

30.00 7.25

9.00 2.00

12.50 6.00

12.50 7.50

12.00 8.00

35.00 6.50
Delta
167.7983
167.7983
030.7922
165.3985
165.3995
070.9165
020.0692
123.5651
030.7922
167.7995
048.2031
120.0977
136.3306
046.0078
127.5877
125.5284
030.7048
114.8807
011.4208
180.0010
Chord Direction
N70° 14' 02.10"E
N70° 14' 02.10"E
S41° 15' 46.92"E
S26° 02' 24.50"W
N26° 02' 26.18"E
S24° 29' 33.79"E
N00° 55' 52.10"E
S52° 40' 44.60"W
S41° 15' 46.92"E
S70° 14' 04.35"W
N37° 46' 00.44"W
N43° 01' 08.35"E
N06° 17' 47.91"E
S51° 27' 28.88"W
S87° 45' 07.36"E
N86° 43' 20.75"W
S45° 51' 57.26"W
S03° 46' 40.60"W
S47° 57' 06.25"E
N47° 45' 31.12"E
Chord Length

29.830

25.853

11.682

24.797

13.887

11.602

5.053

5.287

15.929

14.418

7.350

3.466

23.207

4.690

22.430

13.337

6.354

13.485

6.965

13.000
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L22
L24
Length

42.35 42.35

3.00 11.47

22.34 2.06

3.00 3.00

12.04 19.01

12.04 3.00

4.92 7.52

30.40 8.79

14.79 14.90

5.89 3.46
Direction
N39° 47' 13.35"W
N39° 47' 13.35"W
N50° 12' 58.89"E
S23° 05' 15.06"E
N39° 47' 13.35"W
N56° 29' 10.83"W
N50° 12' 46.65"E
S47° 29' 09.13"W
N25° 21' 53.13"W
N39° 47' 13.35"W
S54° 12' 33.56"E
S50° 13' 09.28"W
S47° 45' 12.02"W
S53° 33' 05.04"E
S42° 14' 28.88"E
N71° 15' 38.15"W
N63° 29' 21.99"W
N71° 15' 38.15"W
N70° 23' 38.77"E
N09° 02' 40.53"E
Line Table
Line #
L26
L27
L28
L30
L31
L32
L33
L34
L35
L36
L38
L39
L40
L41
L43
L44
L46
L47
L48
L49
Length

4.00 12.29

43.89 35.32

9.66 4.00

4.00 7.22

21.68 11.55

2.00 2.00

13.26 2.00

2.00 24.73

22.36 8.52

5.01 4.00
Direction
S47° 45' 38.74"W
N32° 52' 36.18"W
S42° 14' 28.88"E
S53° 39' 43.63"E
S65° 36' 39.15"E
S36° 20' 16.37"W
N66° 02' 30.44"E
S07° 52' 24.26"E
S23° 57' 29.56"E
N61° 52' 06.07"W
N28° 07' 53.93"E
S76° 20' 05.18"W
N13° 39' 54.82"W
S76° 20' 05.18"W
N64° 07' 59.02"E
S25° 52' 00.98"E
S56° 39' 32.85"E
N76° 54' 43.72"W
N33° 20' 27.15"E
S18° 44' 21.85"W
Line Table
Line #
L50
L51
L52
L53
L54
L55
L56
L57
L58
L60
L61
L62
L63
L64
L65
L66
L68
L69
L70
L71
Length

12.44 8.85

12.88 17.17

2.00 2.00

15.87 9.53

10.92 7.43

6.54 2.48

2.00 10.20

19.32 42.24

51.77 29.05

10.20 2.00
Direction
N71° 15' 38.15"W
S59° 57' 02.39"E
S65° 32' 18.30"E
S56° 39' 32.85"E
S33° 20' 27.15"W
N64° 07' 59.02"E
N17° 01' 47.47"W
S25° 52' 00.98"E
N13° 39' 54.82"W
N61° 52' 06.07"W
N76° 55' 55.84"W
N28° 07' 52.90"E
S66° 02' 30.44"W
N12° 38' 53.80"W
S23° 57' 29.56"E
S53° 39' 43.63"E
S42° 14' 28.88"E
S42° 14' 28.88"E
S53° 33' 04.63"E
N47° 45' 31.12"E
Line Table
Line #
L72
Length

2.10 Direction
N18° 44' 21.85"E
Curve Table
Curve #
C41
C42
C43
C44
Length

32.94 5.59

14.47 16.53
Radius

12.50 14.50

12.00 14.50
Delta
150.9808
022.0833
069.0997
065.2996
Chord Direction
S33° 14' 56.49"W
S31° 11' 58.99"E
N54° 42' 28.30"W
S56° 36' 28.87"E
Chord Length

24.203

5.554

13.611

15.646

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

LAYOUT POINT TABLE PUMP TRACK
LAYOUT LINE & CURVE TABLE - PUMP TRACK 1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM 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 CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THEACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

LAYOUT NOTES
38692
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.05 546-1A
Jesse Sanchez 10/9/25

SHEETSSHEETJESSE SANCHEZ

BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG

VETERANS MEMORIAL PARK BIKE PARK LAYOUT TABLE
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811("
. City of Carlsbad

FT 2
FT 1
BIKE

P
A
R
K

L
I
M
I
T

O
F
WOR
K
FT 3
FT 4
1 2
3 4
5 6
7 89
17 18
19 20
21 22
23 35
46 47
48 49
50 51
52 53
54 58
5969
70 71
72 73
75 82
83 MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 8

MATCHLINE -
S
E
E

B
P
-
2 .
1 5
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 0
MATCH
L
I
N
E

S
E
E

B
P
-
2 .
1 0
M
A
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 2
5 10 20
1" = 10'-0"SCALE :
0 1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS ANDGRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUESHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THE
ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.14 FOR LAYOUT TABLES.

LAYOUT NOTES
LAYOUT POINT PLAN - FLOW TRAILS 1 AND 2
FT1 AND FT2

1" = 10'-0"01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38693
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.06 546-1A
Jesse Sanchez 10/9/25
(
LR
\
x
XI \
Y
X-I
X
x
xIX
X
Xx--x-
X
I

SHEETSSHEET

JESSE SANCHEZ

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
5 // t
CALL:
811

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
I P Q o Z
("
II

FT 2
FT 1
BIKE

P
A
R
K

L
I
M
I
T

O
F
WOR
K
FT 3
FT 4
L1
C1
L3
C2
L5C3
L12
C6
L1
4 C7
L16
C15
L31
C16
L3
3 C17
L38
L41
C26
L4
2 C28
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 9

MATCHLINE -

S
E
E

B
P
-
2 .
1 6
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 1
MATCH
L
I
N
E

S
E
E

B
P
-
2 .
1 1
M
A
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 3
5 10 20
1" = 10'-0"SCALE :
0 LAYOUT LINE CURVE PLAN - FLOW TRAILS 1 AN' 2
FT1 AN' FT2

1" = 10'-0"01

1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS ANDGRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUESHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THE
ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.14 FOR LAYOUT TABLES.

LAYOUT NOTES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38694
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.07 546-1A
Jesse Sanchez 10/9/25
LR
\
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I

SHEETSSHEETJESSE SANCHEZ

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
*
CALL:
811

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
I P Q o Z
("
I

FT 4
FT 1
FT 2
1011
12 1314
15 16
2425
26 27
28 29
30 31
32 33
34 55
56 57
73 MATC
H
L
I
N
E

S
E
E

B
P
-
2 .
0 3
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 0
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 6
MATCHLINE - SEE BP-2.15
M
A
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 7
MATC
H
L
I
N
E

S
E
E

B
P
-
2 .
0 1
5 10 20
1" = 10'-0"SCALE :
0 LAYOUT POINT PLAN - FLOW TRAILS 1 AND 2
FT1 AND FT2

1" = 10'-0"01

1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS ANDGRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUESHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THE
ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.14 FOR LAYOUT TABLES.

LAYOUT NOTES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38695
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.08 546-1A
Jesse Sanchez 10/9/25
X
XX
X
I
XX X
X
X X
X
X
X
X
X.X
X
X

SHEETSSHEETJESSE SANCHEZ

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
I P Q oZ
("

FT 4
FT 1
FT 2
L7
C4
L
9 C5
L11
C8
L1
8 C9
C10
C
1 1
L22
L35
C
1 8
C28
MATC
H
L
I
N
E

S
E
E

B
P
-
2 .
0 4
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 1
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 7
MATCHLINE - SEE BP-2.16
M
A
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 8
MATC
H
L
I
N
E

S
E
E

B
P
-
2 .
0 2
5 10 20
1" = 10'-0"SCALE :
0 LAYOUT LINE CURVE PLAN - )LO: TRAILS 1 AN' 2
)T1 AN' )T2

1" = 10'-0"01

1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS ANDGRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUESHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THE
ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.14 FOR LAYOUT TABLES.

LAYOUT NOTES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38696
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.09 546-1A
Jesse Sanchez 10/9/25
I

SHEETSSHEETJESSE SANCHEZ

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
I P Q o Z
("

FT 2
FT 1
BIK
E

P
A
R
K

L
I
M
I
T

O
F
WO
R
K

BIKE PARK L
I
M
I
T

O
F
WORK
FT 3
FT 4
17 18
35 36
37 38
39 4041
42 43
44 45
46 47
48 59
60 6162
63 6465
6667
76 77
78 79
80 81
82 83
5 10 20
1" = 10'-0"SCALE :
0 MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 2
MATCH
L
I
N
E

S
E
E

B
P
-
2 .
0 6
M
A
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 6
LAYOUT POINT PLAN - FLOW TRAILS 3 AND 4
FT3 AND FT4

1" = 10'-0"01

1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS ANDGRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUESHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THE
ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.14 FOR LAYOUT TABLES.

LAYOUT NOTES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38697
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.10 546-1A
Jesse Sanchez 10/9/25
IL
D-
X-...X
xx
X
X
X X.
xI
rTTf T
X-X
X-XX....X
X
I.
j X
4 X
IX

SHEETSSHEETJESSE SANCHEZ

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
--------D-
I P Q o Z
("

FT 2
FT 1
BIK
E

P
A
R
K

L
I
M
I
T

O
F
WO
R
K

BIKE PARK L
I
M
I
T

O
F
WORK
FT 3
FT 4
L12
C6
L23
C1
2 L2
5 C13
L27
C14
L29
C15
L38
C20
L39
C22L40
5 10 20
1" = 10'-0"SCALE :
0 MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 3
MATCH
L
I
N
E

S
E
E

B
P
-
2 .
0 7
M
A
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 7
LAYOUT LINE CURVE PLAN - FLOW TRAILS 3 AN' 4
FT3 AN' FT4

1" = 10'-0"01

1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS ANDGRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUESHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THE
ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.14 FOR LAYOUT TABLES.

LAYOUT NOTES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38698
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.11 546-1A
Jesse Sanchez 10/9/25
IL
1 rTTf T■-
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SHEETSSHEETJESSE SANCHEZ

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
I P Q o Z
("

FT 4
BIKE P
A
R
K

L
I
M
I
T

O
F
WORK

BIKE PARK LIMIT OF
WORK
FT 3
19 20
21 22
27 28
29 30
48 49
50 51
52 53
54 55
56 57
58 67
68 69
70 71
72 73
74 75
5 10 20
1" = 10'-0"SCALE :
0 MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 3
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 8
MATCHLINE - SEE BP-2.09
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 6
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 0
LAYOUT POINT PLAN - FLOW TRAILS 3 AND 4
FT3 AND FT4

1" = 10'-0"01

1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS ANDGRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUESHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THE
ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.14 FOR LAYOUT TABLES.

LAYOUT NOTES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
38699
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.12 546-1A
Jesse Sanchez 10/9/25
)
(
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SHEETSSHEETJESSE SANCHEZ

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
\
\
CALL:
811

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
I I{
I P Q o Z
I—II
I
I
I II I
I
I
I
I
I
IJ

FT 4
BIKE P
A
R
K

L
I
M
I
T

O
F
WORK

BIKE PARK LIMIT OF
WORK
FT 3
5 10 20
1" = 10'-0"SCALE :
0 MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 4
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 9
MATCHLINE - SEE BP-2.09
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
0 7
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 1
LAYOUT LINE & CURVE PLAN - FLOW TRAILS 3 AND 4
FT3 AND FT4

1" = 10'-0"01

1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS ANDGRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUESHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THE
ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.14 FOR LAYOUT TABLES.

LAYOUT NOTES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

C
1 8
L37
L4
3 C28
L4
2 C26
L41
C24
L31
C16
L3
3 C17
L35
386100
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.13 546-1A
Jesse Sanchez 10/9/25
)(
V
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JI \
I
£
r
।
।

SHEETSSHEETJESSE SANCHEZ

BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG I1
I
I
I
I
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
\
\
CALL:
811

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
I li

I P Q O Z
("
_ City of CarlsbadParks & Recreation Department

I----II

Site Layout Point Table
Point #
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
Northing
1994082.23
1994075.55
1994069.64
1994059.38
1994022.58
1994012.33
1994009.24
1994011.87
1994011.93
1994004.99
1994006.39
1994011.71
1994031.48
1994033.10
1994010.04
1993999.19
1994098.66
1994094.17
1994088.83
1994077.87
Easting
6240196.26
6240170.87
6240161.15
6240156.22
6240150.30
6240144.13
6240132.57
6240111.04
6240106.96
6240032.92
6240024.73
6240018.34
6240004.43
6239981.21
6239984.37
6240002.19
6240192.02
6240147.72
6240137.33
6240133.34
Site Layout Point Table
Point #
21 22
23 24
25 26
27 28
29 30
31 32
33 34
Northing
1994052.99
1994042.38
1994036.81
1994025.98
1994026.35
1994030.04
1994059.75
1994063.79
1994058.46
1994046.04
1994031.49
1994018.45
1994008.17
1993987.58
Easting
6240133.93
6240130.24
6240120.50
6240053.74
6240045.26
6240037.61
6239998.78
6239984.89
6239972.95
6239962.56
6239955.46
6239955.45
6239963.48
6239995.26
Site Layout Point Table
Point #
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
Northing
1994115.20
1994155.06
1994167.56
1994179.97
1994202.97
1994210.11
1994209.41
1994201.51
1994189.20
1994169.79
1994151.99
1994134.18
1994122.54
1994115.07
1994109.38
1994104.76
1994097.39
1994072.32
1994062.80
1994059.45
Easting
6240253.05
6240290.60
6240295.49
6240290.38
6240267.96
6240255.37
6240240.91
6240217.88
6240196.34
6240180.86
6240171.50
6240162.14
6240152.90
6240140.04
6240123.88
6240117.11
6240113.51
6240108.54
6240102.67
6240092.00
Site Layout Point Table
Point #
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 70
71 72
73 74
Northing
1994061.93
1994068.36
1994080.25
1994144.68
1994127.35
1994156.21
1994177.74
1994178.20
1994158.04
1994154.69
1994153.88
1994158.05
1994157.16
1994153.56
1994127.96
1994123.80
1994118.82
1994096.58
1994086.38
1994103.64
Easting
6240045.18
6240035.18
6240035.62
6240075.61
6240237.76
6240260.68
6240259.20
6240237.62
6240213.58
6240207.51
6240200.64
6240146.25
6240139.13
6240132.92
6240104.88
6240101.44
6240099.39
6240093.92
6240076.80
6240066.83
Site Layout Point Table
Point #
75 76
77 78
79 80
81 82
83 Northing
1994144.02
1994179.98
1994165.14
1994162.69
1994176.92
1994146.74
1994149.18
1994134.96
1994131.90
Easting
6240078.49
6240155.47
6240158.41
6240190.32
6240195.48
6240189.09
6240157.19
6240152.02
6240192.03
LAYOUT POINT TABLE - FLOW TRAILS 1 AND 2
FT1 AND FT2

LAYOUT POINT TABLE - FLOW TRAILS 3 AND 4 (FT3 AND FT4)
LAYOUT LINE & CURVE TABLE - FLOW TRAILS 1 AND 2 (FT1 AND FT2)LAYOUT LINE & CURVE TABLE - FLOW TRAILS 3 AND 4 (FT3 AND FT4)

1. COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELDFROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS ANDGRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUESHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE CITY PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL
BANKS/ TRANSITIONS NEED TO BE CHECKEDAGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THE
ACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

LAYOUT NOTES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

Line Table
Line #
L1
L3
L5
L7
L9
L11
L12
L14
L16
L18
L22
Length

26.25 37.27

21.69 74.36

24.18 20.86

44.53 24.89

67.63 48.90

37.86 Direction
S75° 15' 23.29"W
S09° 07' 38.47"W
N83° 02' 10.85"W
S84° 38' 46.34"W
N35° 07' 42.45"W
S58° 41' 11.21"E
S84° 12' 19.90"W
S01° 21' 52.10"E
S80° 47' 15.63"W
N52° 34' 34.38"W
S57° 03' 12.11"E
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
Length

23.08 24.53

4.08 16.82

53.29 23.90

22.94 17.09

28.12 32.46

26.58 Radius

20.00 16.00

19.00 16.00

15.00 16.00

16.00 21.00

20.00 66.96

20.00 Delta
066.1291
087.8363
012.3174
060.2253
203.5580
085.5700
082.1521
046.6361
080.5676
027.7768
076.1328
Chord Direction
S42° 11' 30.88"W
S53° 02' 43.81"W
N89° 11' 42.25"W
N65° 14' 28.05"W
S43° 05' 33.17"W
S41° 25' 13.90"W
S39° 42' 41.76"W
N75° 53' 39.38"W
S87° 08' 24.02"W
S32° 58' 04.11"W
S18° 59' 13.15"E
Chord Length

21.823

22.196

4.077

16.054

29.368

21.736

21.026

16.625

25.863

32.144

24.663
Line Table
Line #
L23
L25
L27
L29
L31
L33
L35
L37
L38
L39
L40
L41
L42
L43
Length

54.76 32.12

24.35 40.23

17.13 25.56

46.88 75.84

36.86 31.39

45.69 24.59

22.90 31.77
Direction
N43° 17' 17.61"E
N44° 16' 36.95"W
S71° 04' 38.44"W
S27° 43' 54.20"W
S70° 34' 40.73"W
S11° 11' 49.00"W
N86° 57' 45.52"W
N31° 49' 33.65"E
S38° 27' 38.94"W
N50° 00' 56.86"E
S85° 37' 17.99"E
N47° 10' 23.92"E
N13° 48' 09.47"E
S15° 24' 26.26"W
Curve Table
Curve #
C12
C13
C14
C15
C16
C17
C18
C20
C22
C24
C26
C28
Length

27.51 29.34

49.93 29.91

16.58 22.85

24.88 47.37

13.94 14.44

10.82 44.37
Radius

18.00 26.00

66.00 40.00

16.00 16.00

12.00 16.00

18.00 18.00

18.00 14.00
Delta
087.5652
064.6457
043.3456
042.8463
059.3810
081.8404
118.7887
169.6267
044.3625
045.9792
034.4518
181.6049
Chord Direction
N00° 29' 39.67"W
N76° 35' 59.26"W
S49° 24' 16.32"W
S49° 09' 17.47"W
S40° 53' 14.87"W
S52° 07' 01.74"W
N27° 34' 05.94"W
S46° 21' 09.11"E
N72° 11' 49.43"E
N71° 23' 19.45"E
N31° 01' 42.62"E
S75° 23' 42.03"E
Chord Length

24.909

27.804

48.748

29.220

15.850

20.960

20.657

31.869

13.591

14.060

10.661

27.997
386101
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.14 546-1A

SHEETSSHEETJESSE SANCHEZ

VETERANS MEMORIAL PARK BIKE PARK LAYOUT TABLE
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811("
Jesse Sanchez 10/9/25
10/10/25

BI
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JT 1
1 2
3 4
5 6
7 8
9 10
11 1213
14 15
16 171819
20 22
23 24
25 26
27 28
29 30
31 32
333435
46 47
48 53
54 55
56 57
5 10 20
1" = 10'-0"SCALE :
0 MA
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MATCHLINE - SEE BP-2.08

MATCHLIN
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0 6

1. 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 LOCATIONIS 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 CITY PRIOR TO COMMENCING ANYCONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL

BANKS/ TRANSITIONS NEED TO BE CHECKED
AGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING ANDPROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THEACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.19 FOR LAYOUT TABLE.

LAYOUT NOTES

LAYOUT POINT PLAN - -UMP TRAILS
1" = 10'-0"01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
386102
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.15 546-1A
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SHEETSSHEETJESSE SANCHEZ

BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

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Parks & Recreation Department
LR
Jesse Sanchez 10/9/25
10/10/2510/10/25

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L1
C1
C2
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C8
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C10C11
L5
C13
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L10C16
C2
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2 C23
L25
C27
C2
8 C29
C30
5 10 20
1" = 10'-0"SCALE :
0 MA
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B
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LAYOUT LINE CURVE PLAN - -UMP TRAILS
1" = 10'-0"01

1. 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 LOCATIONIS 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 CITY PRIOR TO COMMENCING ANYCONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL

BANKS/ TRANSITIONS NEED TO BE CHECKED
AGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING ANDPROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THEACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.19 FOR LAYOUT TABLE.

LAYOUT NOTES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
386103
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.16 546-1A
//
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BUILDING OFFICIAL DATE
( City of UNDERGROUND SERVICE ALERT
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PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811
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VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
("
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Q o 2
Jesse Sanchez 10/9/25
10/10/2510/10/25

BI
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W
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JT 2
20 21
22 36
37 38
39 40
4142
43 44
45 48
49 50
51 52
58 59
60 61
5 10 20
1" = 10'-0"SCALE :
0 MATC
H
L
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S
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B
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LAYOUT POINT PLAN - -UMP TRAILS
1" = 10'-0"01

1. 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 LOCATIONIS 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 CITY PRIOR TO COMMENCING ANYCONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL

BANKS/ TRANSITIONS NEED TO BE CHECKED
AGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING ANDPROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THEACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.19 FOR LAYOUT TABLE.

LAYOUT NOTES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
386104
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.17 546-1A
X
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4 X.

SHEETSSHEETJESSE SANCHEZ

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
("
I — Q. O 2
Jesse Sanchez 10/9/25
10/10/2510/10/25

BI
K
E

P
A
R
K

L
I
M
I
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F
W
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C11
C
1 2
C17
C
1 8
L
1 4
C1
9 L16
C2
0 L
1 8
C24
C2
5 L2
4 C30
C31
C
3 2
C
3 3
5 10 20
1" = 10'-0"SCALE :
0 MATC
H
L
I
N
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S
E
E

B
P
-
2 .
0 2
M
A
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C
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L
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B
P
-
2 .
0 9
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
2 .
1 6
LAYOUT LINE CURVE PLAN - -UMP TRAILS
1" = 10'-0"01

1. 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 LOCATIONIS 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 CITY PRIOR TO COMMENCING ANYCONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL

BANKS/ TRANSITIONS NEED TO BE CHECKED
AGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING ANDPROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THEACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

5. SEE BP-2.19 FOR LAYOUT TABLE.

LAYOUT NOTES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
386105
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.18 546-1A
Ss
X
I
X
x.

II
•'A.
■7-
/

SHEETSSHEETJESSE SANCHEZ

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK BIKE PARK LAYOUT PLAN
I P Q. O 2
("
Jesse Sanchez 10/9/25
10/10/2510/10/25

Site Layout Point Table
Point #
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
Northing
1993966.72
1993943.61
1993947.41
1993957.90
1993948.12
1993909.42
1993879.76
1993894.49
1993864.75
1993848.22
1993856.70
1993896.13
1993897.52
1993922.47
1993933.23
1993935.99
1993925.58
1993925.16
1993925.61
1993929.98
Easting
6240099.31
6240026.51
6240016.61
6240018.11
6240120.11
6240120.59
6240123.99
6240121.42
6240130.66
6240123.91
6240108.20
6240098.70
6240098.48
6240096.48
6240090.59
6240078.63
6240025.92
6240021.82
6240017.23
6240005.05
Site Layout Point Table
Point #
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
Northing
1993941.75
1993962.49
1993810.54
1993818.33
1993823.42
1993826.90
1993830.11
1993839.34
1993851.37
1993861.25
1993888.95
1993899.10
1993902.82
1993901.58
1993902.09
1993909.31
1993918.76
1993920.95
1993923.83
1993957.26
Easting
6239996.56
6240004.85
6240145.61
6240122.70
6240110.46
6240104.06
6240099.01
6240089.92
6240085.08
6240083.24
6240078.07
6240071.98
6240060.74
6240026.46
6240022.55
6240002.94
6239984.31
6239981.57
6239979.58
6239963.14
Site Layout Point Table
Point #
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
Northing
1993959.53
1993961.08
1993976.73
1993978.86
1994004.42
1993839.13
1993867.80
1993888.55
1993911.50
1993944.81
1993968.68
1993992.56
1993795.04
1993803.18
1993813.14
1993827.34
1993855.44
1993875.22
1993903.24
1993946.00
Easting
6239961.46
6239959.11
6239922.54
6239919.63
6239897.59
6240087.60
6240049.48
6240006.52
6239962.32
6239925.29
6239904.71
6239884.13
6240141.49
6240117.55
6240095.91
6240076.78
6240038.99
6239996.25
6239942.68
6239899.93
Site Layout Point Table
Point #
61 Northing
1993982.41
Easting
6239873.52

LAYOUT POINT TABLE - -UMP TRAILS

LAYOUT LINE & CURVE TABLE - JUMP TRAILS

1. 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 LOCATIONIS 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 CITY PRIOR TO COMMENCING ANYCONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.

2. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL

BANKS/ TRANSITIONS NEED TO BE CHECKED
AGAINST THE CROSS SECTIONS FOR ACCURACY.

3. BECAUSE OF THE SCALE OF THIS DRAWING ANDPROXIMITY OF FEATURES TO EACH OTHER, THE

LOCATION OF SOME OR THE POINTS MAY BE
OBSCURED. REFER TO THE LAYOUT DATA FOR THEACTUAL LOCATIONS FOR ALL POINTS.

4. CONTRACTOR TO BE RESPONSIBLE FOR SURVEY
WORK.

LAYOUT NOTES

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

Line Table
Line #
L1
L2
L3
L4
L5
L8
L10
L14
L16
L18
L24
L25
Length

76.38 40.55

25.03 53.73

24.55 28.17

34.30 37.25

39.77 33.74

63.04 25.29
Direction
S72° 23' 28.34"W
S13° 32' 24.22"E
S04° 34' 38.03"E
N78° 49' 53.83"E
N71° 13' 38.58"W
N10° 34' 30.21"W
S87° 56' 07.23"W
N26° 12' 06.19"W
N66° 49' 51.00"W
N40° 46' 02.08"W
N40° 46' 02.08"W
S71° 13' 38.58"E
Curve Table
Curve #
C1
C2
C3
C4
C6
C8
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
Length

22.90 38.70

29.92 40.29

1.41 25.29

8.24 12.99

38.48 41.10

26.10 24.18

3.96 41.81

7.03 5.67

3.64 41.10

95.56 95.56
Radius

8.50 1322.42
128.33

12.00 9.00

15.00 22.00

42.38 19.26

99.08 33.00

17.00 12.00
179.06

12.00 8.00

8.00 99.08
244.93
244.93
Delta
154.3409
001.6768
013.3562
192.3686
008.9628
096.5911
021.4485
017.5543
114.4791
023.7658
045.3086
081.4896
018.9285
013.3801
033.5543
040.6291
026.0636
023.7658
022.3531
022.3531
Chord Direction
S30° 26' 18.03"E
S00° 42' 27.78"E
S06° 32' 50.72"E
N70° 16' 32.27"E
S09° 03' 31.12"E
S52° 52' 22.10"E
N89° 33' 21.14"E
N70° 15' 16.13"W
S00° 00' 00.00"E
N59° 20' 40.11"W
N33° 13' 45.65"W
N51° 19' 11.49"W
N82° 36' 01.41"W
N66° 26' 45.80"W
N42° 58' 43.87"W
N46° 30' 58.59"W
N53° 47' 56.54"W
N59° 20' 40.11"W
N58° 38' 17.30"W
N58° 38' 17.30"W
Chord Length

16.576

38.701

29.848

23.860

1.406

22.398

8.188

12.935

32.392

40.802

25.421

22.191

3.946

41.719

6.928

5.555

3.608

40.802

94.952

94.952
Curve Table
Curve #
C24
C25
C27
C28
C29
C30
C31
C32
C33
Length

99.87 99.87

47.73 94.35

94.35 94.35
121.38
121.38

44.98 Radius
197.00
197.00
115.08
228.93
228.93
228.93
200.00
200.00
3678.44
Delta
029.0475
029.0475
023.7658
023.6143
023.6143
023.6143
034.7739
034.7739
000.7006
Chord Direction
N55° 17' 27.52"W
N55° 17' 27.52"W
S59° 20' 40.11"E
S59° 16' 07.29"E
S59° 16' 07.29"E
S59° 16' 07.29"E
S53° 41' 19.99"E
S53° 41' 19.99"E
S35° 57' 05.89"E
Chord Length

98.808

47.391

93.687

93.687
119.529
119.529

44.981
386106
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.19 546-1A

SHEETSSHEETJESSE SANCHEZ

BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG

VETERANS MEMORIAL PARK BIKE PARK LAYOUT TABLE
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811("
_ City of Carlsbad
Parks & Recreation Department
Jesse Sanchez 10/9/25
10/10/2510/10/25

HP
LP
LP
HP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
HP
HP
HP
HP
HP
LP
LP
HP
HP
HP
HP
HP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP LP
HP
HP
HP
LP
HP
HP
LP
LP
LP
HP
HP
HP
HP
LP
LPLP
LP
LP
LP LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP LP
LP
HP
HP
HP
HP
HP
HP
HP
HP
LP

HP HPHP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
LP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
LP
LP
LP
LP
LP
LP
HP
LP
HP
HP

1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY A SURVEY AND SUBMITTED TO THE CITY FOR APPROVAL. FIELD

VERIFICATION BY CITY REPRESENTATIVE AND / OR BIKE PARK DESIGNER IS REQUIRED PRIOR TO POURING CONCRETE.

2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED.

3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%.

WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS
AND FOLLOW OVERALL DESIGN INTENT.

4. MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.

5. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.

6. All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED.

7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
COMMENCING WORK.

8. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES.

9. GRADING SHOWN ON THESE SHEETS IS REPRESENTATIVE OF THE OVERALL DRAINAGE SCHEME PROPOSED FOR THE PROJECT.

BIKE TRAIL PROFILES AND SECTIONS ARE PROVIDED FOR MORE
SPECIFIC GRADING OF THE TRACK. ANY DEVIATION FROM THE

DRAINAGE SCHEME SHOULD BE BROUGHT TO THE ATTENTION OF
THE ENGINEER PRIOR TO FINAL CONSTRUCTION.

10. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR

TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO

BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY
LANDSCAPE ARCHITECT.

11. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL

EROSION AND WATER SATURATION AT ALL TIMES USING
APPROPRIATE CONSTRUCTION METHODS . LOSS OF SOIL PROFILE

DURING CONSTRUCTION SHALL BE REPLACED WITH

APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS
TO MATCH LOSS SOIL.

12. MAINTAIN ALL EXISTING TREES UNLESS NOTED OTHERWISE ON CIVIL PLANS.

13. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH BIKE PARK SECTIONS. IF A DISCREPANCY OCCURS, CONTRACTOR SHALL
CONTACT LANDSCAPE ARCHITECT IMMEDIATELY.

14. CONTRACTOR TO REFER TO CIVIL PLANS FOR FINISH GRADE ELEVATIONS BEYOND BIKE PARK FOOTPRINT.

GRADING & DRAINAGE NOTES

1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND

PROPERTY LINES IN ORDER THAT THE EXACT LINES OF
CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED.

BRING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT
IMMEDIATELY BEFORE PROCEEDING WITH WORK.

2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION
WITH LANDSCAPE ARCHITECT.

3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING

SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS
DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL

POINTS WHICH MAY BE LOST OR DESTROYED DURING
CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS

SHOWN ON CIVIL ENGINEER'S PLANS AND BRING ANY

DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

SURVEY NOTES
SYMBOL

DIRECTION OF SURFACE FLOW

DESCRIPTION

BIKE PARK DRAIN INLET

LP / HP LOW POINT / HIGH POINT

BIKE PARK GRADING &

DRAINAGE LEGEND

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
0 15 30 60
1" = 30'-0"SCALE :
386107
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.01 546-1A
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SHEETSSHEET

JESSE SANCHEZ
\BUILDING OFFICIAL DATE
( City of UNDERGROUND SERVICE ALERT
Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL 125120
115.

RE 110.00

TWO WORKING DAYS

BEFORE YOU DIG

REFER TO BIKE PARK TRAIL

PROFILES FOR EXACT TRAIL

GRADES AND GEOMETRY, TYP
oO
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REFER TO CIVIL DRAINAGE PLAN

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RETAINING WALL PER BLOCK

RETAINING WALL PLANS
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2' FLAT BENCH EACH SIDE OF

EMERGENCY / SERVICE

ACCESS PATHWAY
CALL:
811

REFER TO LANDSCAPE PLANS

FOR GRADING EXTERIOR TO

BIKE PARK FENCE, TYP
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT

REFER TO CIVIL DRAINAGE PLAN

FOR ALL SUBSURFACE DRAIN PIPES
LG
‘75

REFER TO CIVIL PLANS FOR

SUBSURFACE BIKE PARK DRAINAGE
INFORMATION, TYP.
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N)

RETAINING WALL PER

BLOCK RETAINING WALL
PLANS

AMPHITHEATER SEATWALLS
PER DETAIL 4 ON BP5.03

REFER TO CIVIL PLANS FOR STORM

BASIN AND SUBSURFACE BIKE PARK

DRAINAGE INFORMATION, TYP)

REFER TO LANDSCAPE PLANS FOR GRADING

EXTERIOR TO BIKE PARK FENCE, TYP

CONCRETE RETAINING WALLS
PER DETAIL 07 ON BP5.03
‘ ////
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REFER TO BIKE PARK TRAIL—2

PROFILES FOR EXACT TRAILAG

GRADES AND GEOMETRY, TYP
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Jesse Sanchez 10/9/25
10/10/2510/10/25

LP
LP
LP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
LP
LP
LP
LP
LP
LP
HP

3.40%

1.06%

1.2 7
%

4. 6
3 %

4.75%102.00BW
102.50BW

93.42BW

95.44BW

97.57BW

89.00BW

89.56BW

93.47BW

91.69BW

95.76BW
103.39BW
101.00BW
101.00BW

1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY A SURVEY AND SUBMITTED TO THE CITY FOR APPROVAL. FIELD

VERIFICATION BY CITY REPRESENTATIVE AND / OR BIKE PARK DESIGNER IS REQUIRED PRIOR TO POURING CONCRETE.

2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED.

3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%.

WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS
AND FOLLOW OVERALL DESIGN INTENT.

4. MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.

5. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.

6. All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED.

7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
COMMENCING WORK.

8. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES.

9. GRADING SHOWN ON THESE SHEETS IS REPRESENTATIVE OF THE OVERALL DRAINAGE SCHEME PROPOSED FOR THE PROJECT.

BIKE TRAIL PROFILES AND SECTIONS ARE PROVIDED FOR MORE
SPECIFIC GRADING OF THE TRACK. ANY DEVIATION FROM THE

DRAINAGE SCHEME SHOULD BE BROUGHT TO THE ATTENTION OF
THE ENGINEER PRIOR TO FINAL CONSTRUCTION.

10. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR

TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO

BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY
LANDSCAPE ARCHITECT.

11. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL

EROSION AND WATER SATURATION AT ALL TIMES USING
APPROPRIATE CONSTRUCTION METHODS . LOSS OF SOIL PROFILE

DURING CONSTRUCTION SHALL BE REPLACED WITH

APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS
TO MATCH LOSS SOIL.

12. MAINTAIN ALL EXISTING TREES UNLESS NOTED OTHERWISE ON CIVIL PLANS.

13. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH BIKE PARK SECTIONS. IF A DISCREPANCY OCCURS, CONTRACTOR SHALL
CONTACT LANDSCAPE ARCHITECT IMMEDIATELY.

14. CONTRACTOR TO REFER TO CIVIL PLANS FOR FINISH GRADE ELEVATIONS BEYOND BIKE PARK FOOTPRINT.

GRADING & DRAINAGE NOTES

1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND

PROPERTY LINES IN ORDER THAT THE EXACT LINES OF
CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED.

BRING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT
IMMEDIATELY BEFORE PROCEEDING WITH WORK.

2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION
WITH LANDSCAPE ARCHITECT.

3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING

SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS
DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL

POINTS WHICH MAY BE LOST OR DESTROYED DURING
CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS

SHOWN ON CIVIL ENGINEER'S PLANS AND BRING ANY

DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

SURVEY NOTES
SYMBOL

DIRECTION OF SURFACE FLOW

DESCRIPTION

BIKE PARK DRAIN INLET

LP / HP LOW POINT / HIGH POINT

BIKE PARK GRADING &

DRAINAGE LEGEND

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

GRADING PLAN - PUMP TRACKS
1" = 10'-0"01
MATC
H
L
I
N
E

S
E
E

B
P
-
3 .
0 9
M
A
T
C
H
L
I
N
E

S
E
E

B
P
-
3 .
0 3
5 10 20
1" = 10'-0"SCALE :
0 386108
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.02 546-1A
104.00TW
EL: 1C102.50TW l
/
EL: 102.897 X
O
0l O XA
EL: 100.7300/99-
98 9998.\EL:03.
9>M03.11 REO■95.
00 95
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99.46TW97.47TW 97.44TW
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100.19TW

95.41 TW
95 ol of 90 89 80 01 00

94.45TW
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93.64TW
O

96.00TW
.9)
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EL: 103.0
0 SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of UNDERGROUND SERVICE ALERT
Carlsbad (
DRAWING NO.DATE INITIAL DATE INITIALDATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL RE 110.00
RE

97.50 RE 90.50

TWO WORKING DAYS

BEFORE YOU DIG
RE
103.90
RE
100.00
RE 97.00
RE

92.00 O O
CO O)
\
\
(L R)00- O)CO01
CALL:
811 PROJECT NO.

CIP 4609
\I 1

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
RE
101.00
RETAINING WALL PER:

BLOCK RETAINING WALL
PLANS

REFER TO CIVIL PLANS FOR STORM

BASIN AND SUBSURFACE BIKE PARK
DRAINAGE INFORMATION, TYP.
ol
\

AMPHITHEATER SEATWALLS
PER DETAIL 4 ON BP5.03

CONCRETE RETAINING WALLS
PER DETAIL 07 ON BP5.03
EL: 103.11
< EL: 103.06
o9
ol
o0
EL:^'.JO
0 C O) QO 0 —
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o0
o
70,
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o9

VETERANS MEMORIAL PARK BIKE PARK GRADING & DRAINAGE PLAN o9
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ox
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ox
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4 00
Jesse Sanchez 10/9/25
10/10/2510/10/25

LP
LP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
LP
LP
LP
HP
HP
HP

4.19%

4. 7
1 %

1.06%

1.2 7
%

4. 6
3 %

4.75%

0. 1
1 %

4.42%
103.19BW
105.00BW
107.25BW
109.00TW

93.42BW

95.44BW

97.57BW

89.00BW

89.56BW
103.39BW
103.21BW
103.54BW
101.00BW

1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY A SURVEY AND SUBMITTED TO THE CITY FOR APPROVAL. FIELD

VERIFICATION BY CITY REPRESENTATIVE AND / OR BIKE PARK DESIGNER IS REQUIRED PRIOR TO POURING CONCRETE.

2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED.

3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%.

WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS
AND FOLLOW OVERALL DESIGN INTENT.

4. MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.

5. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.

6. All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED.

7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
COMMENCING WORK.

8. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES.

9. GRADING SHOWN ON THESE SHEETS IS REPRESENTATIVE OF THE OVERALL DRAINAGE SCHEME PROPOSED FOR THE PROJECT.

BIKE TRAIL PROFILES AND SECTIONS ARE PROVIDED FOR MORE
SPECIFIC GRADING OF THE TRACK. ANY DEVIATION FROM THE

DRAINAGE SCHEME SHOULD BE BROUGHT TO THE ATTENTION OF
THE ENGINEER PRIOR TO FINAL CONSTRUCTION.

10. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR

TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO

BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY
LANDSCAPE ARCHITECT.

11. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL

EROSION AND WATER SATURATION AT ALL TIMES USING
APPROPRIATE CONSTRUCTION METHODS . LOSS OF SOIL PROFILE

DURING CONSTRUCTION SHALL BE REPLACED WITH

APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS
TO MATCH LOSS SOIL.

12. MAINTAIN ALL EXISTING TREES UNLESS NOTED OTHERWISE ON CIVIL PLANS.

13. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH BIKE PARK SECTIONS. IF A DISCREPANCY OCCURS, CONTRACTOR SHALL
CONTACT LANDSCAPE ARCHITECT IMMEDIATELY.

14. CONTRACTOR TO REFER TO CIVIL PLANS FOR FINISH GRADE ELEVATIONS BEYOND BIKE PARK FOOTPRINT.

GRADING & DRAINAGE NOTES

1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND

PROPERTY LINES IN ORDER THAT THE EXACT LINES OF
CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED.

BRING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT
IMMEDIATELY BEFORE PROCEEDING WITH WORK.

2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION
WITH LANDSCAPE ARCHITECT.

3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING

SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS
DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL

POINTS WHICH MAY BE LOST OR DESTROYED DURING
CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS

SHOWN ON CIVIL ENGINEER'S PLANS AND BRING ANY

DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

SURVEY NOTES
SYMBOL

DIRECTION OF SURFACE FLOW

DESCRIPTION

BIKE PARK DRAIN INLET

LP / HP LOW POINT / HIGH POINT

BIKE PARK GRADING &

DRAINAGE LEGEND
GRADING PLAN - FLOW TRAILS 1 AND 2 (FT1 AND FT2)
1" = 10'-0"01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

MATC
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0 386109
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.03 546-1A
I
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7 SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATEO
( City of UNDERGROUND SERVICE ALERT
I
CALL:Carlsbad 811a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL A0000
00007
0000 000/
RE 110.00
RE 98.00 RE 98.00
RE 98.00
RE 98.00
RE 99.00
RE 98.00
RE 98.00

TWO WORKING DAYS BEFORE YOU DIG
RE 97.75
o o
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RE 103.

AMPHITHEATER
SEATWALLS PER DETAIL 4
ON BP5.03
RE 105.50
RE 102.50
RE 102.50
RE 100.00
RE 102.50
RE 102.50
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PROJECT NO.

C/P 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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00000 $0009 00999 oo0o, ooo04 20000 0000-00000 $0000 0000.00009— 20009] 60000./ I roooo]r 0000s.I I ooodiI I 000oo]I 8%%9160000 $000o] 0000,00000 00000/ $000o, ooood00003 0009 oooo.— oooog 000001 0000I 50ool| /00091 ooood 0009/oooo/l 00009 I ON) o O-
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70 REFER TO CIVIL PLANS FOR

SUBSURFACE BIKE PARK DRAINAGE
INFORMATION, TYP.
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VETERANS MEMORIAL PARK BIKE PARK GRADING & DRAINAGE PLAN I P
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Jesse Sanchez 10/9/25
10/10/2510/10/25

LP LP
LP
LP
LP
LP
LP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP

3.44%

12.10%

3.60 %

1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY A SURVEY AND SUBMITTED TO THE CITY FOR APPROVAL. FIELD

VERIFICATION BY CITY REPRESENTATIVE AND / OR BIKE PARK DESIGNER IS REQUIRED PRIOR TO POURING CONCRETE.

2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED.

3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%.

WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS
AND FOLLOW OVERALL DESIGN INTENT.

4. MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.

5. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.

6. All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED.

7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
COMMENCING WORK.

8. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES.

9. GRADING SHOWN ON THESE SHEETS IS REPRESENTATIVE OF THE OVERALL DRAINAGE SCHEME PROPOSED FOR THE PROJECT.

BIKE TRAIL PROFILES AND SECTIONS ARE PROVIDED FOR MORE
SPECIFIC GRADING OF THE TRACK. ANY DEVIATION FROM THE

DRAINAGE SCHEME SHOULD BE BROUGHT TO THE ATTENTION OF
THE ENGINEER PRIOR TO FINAL CONSTRUCTION.

10. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR

TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO

BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY
LANDSCAPE ARCHITECT.

11. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL

EROSION AND WATER SATURATION AT ALL TIMES USING
APPROPRIATE CONSTRUCTION METHODS . LOSS OF SOIL PROFILE

DURING CONSTRUCTION SHALL BE REPLACED WITH

APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS
TO MATCH LOSS SOIL.

12. MAINTAIN ALL EXISTING TREES UNLESS NOTED OTHERWISE ON CIVIL PLANS.

13. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH BIKE PARK SECTIONS. IF A DISCREPANCY OCCURS, CONTRACTOR SHALL
CONTACT LANDSCAPE ARCHITECT IMMEDIATELY.

14. CONTRACTOR TO REFER TO CIVIL PLANS FOR FINISH GRADE ELEVATIONS BEYOND BIKE PARK FOOTPRINT.

GRADING & DRAINAGE NOTES

1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND

PROPERTY LINES IN ORDER THAT THE EXACT LINES OF
CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED.

BRING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT
IMMEDIATELY BEFORE PROCEEDING WITH WORK.

2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION
WITH LANDSCAPE ARCHITECT.

3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING

SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS
DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL

POINTS WHICH MAY BE LOST OR DESTROYED DURING
CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS

SHOWN ON CIVIL ENGINEER'S PLANS AND BRING ANY

DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

SURVEY NOTES
SYMBOL

DIRECTION OF SURFACE FLOW

DESCRIPTION

BIKE PARK DRAIN INLET

LP / HP LOW POINT / HIGH POINT

BIKE PARK GRADING &

DRAINAGE LEGEND
5 10 20
1" = 10'-0"SCALE :
0 GRADING PLAN - FLOW TRAILS 1 AND 2 (FT1 AND FT2)
1" = 10'-0"01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

MA
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MATCHLINE -

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APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.04 546-1A
L:

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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of UNDERGROUND SERVICE ALERT
CALL:Carlsbad 811a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG RE 110.00
E .00
RE 120.00
RE 119.00
RE 123.00
RE 122.00
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PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
RE 120.00
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Jesse Sanchez 10/9/25
10/10/2510/10/25

LP
LP
HP
LP
HP
LP
LPLP
LP
LP
LP
LP
LP
LP
LP
LP
LP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
103.39BW
103.21BW

1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY A SURVEY AND SUBMITTED TO THE CITY FOR APPROVAL. FIELD

VERIFICATION BY CITY REPRESENTATIVE AND / OR BIKE PARK DESIGNER IS REQUIRED PRIOR TO POURING CONCRETE.

2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED.

3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%.

WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS
AND FOLLOW OVERALL DESIGN INTENT.

4. MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.

5. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.

6. All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED.

7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
COMMENCING WORK.

8. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES.

9. GRADING SHOWN ON THESE SHEETS IS REPRESENTATIVE OF THE OVERALL DRAINAGE SCHEME PROPOSED FOR THE PROJECT.

BIKE TRAIL PROFILES AND SECTIONS ARE PROVIDED FOR MORE
SPECIFIC GRADING OF THE TRACK. ANY DEVIATION FROM THE

DRAINAGE SCHEME SHOULD BE BROUGHT TO THE ATTENTION OF
THE ENGINEER PRIOR TO FINAL CONSTRUCTION.

10. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR

TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO

BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY
LANDSCAPE ARCHITECT.

11. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL

EROSION AND WATER SATURATION AT ALL TIMES USING
APPROPRIATE CONSTRUCTION METHODS . LOSS OF SOIL PROFILE

DURING CONSTRUCTION SHALL BE REPLACED WITH

APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS
TO MATCH LOSS SOIL.

12. MAINTAIN ALL EXISTING TREES UNLESS NOTED OTHERWISE ON CIVIL PLANS.

13. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH BIKE PARK SECTIONS. IF A DISCREPANCY OCCURS, CONTRACTOR SHALL
CONTACT LANDSCAPE ARCHITECT IMMEDIATELY.

14. CONTRACTOR TO REFER TO CIVIL PLANS FOR FINISH GRADE ELEVATIONS BEYOND BIKE PARK FOOTPRINT.

GRADING & DRAINAGE NOTES

1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND

PROPERTY LINES IN ORDER THAT THE EXACT LINES OF
CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED.

BRING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT
IMMEDIATELY BEFORE PROCEEDING WITH WORK.

2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION
WITH LANDSCAPE ARCHITECT.

3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING

SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS
DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL

POINTS WHICH MAY BE LOST OR DESTROYED DURING
CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS

SHOWN ON CIVIL ENGINEER'S PLANS AND BRING ANY

DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

SURVEY NOTES
SYMBOL

DIRECTION OF SURFACE FLOW

DESCRIPTION

BIKE PARK DRAIN INLET

LP / HP LOW POINT / HIGH POINT

BIKE PARK GRADING &

DRAINAGE LEGEND
GRADING PLAN - FLOW TRAILS 3 AND 4 (FT3 AND FT4)
1" = 10'-0"01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

MATC
H
L
I
N
E

S
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B
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-
3 .
0 3
MA
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B
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3 .
0 7
MA
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0 4
MATCHLINE - SEE BP-3.08
M
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0 9
MATC
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5 10 20
1" = 10'-0"SCALE :
0 386111
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.05 546-1A
08 1
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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of UNDERGROUND SERVICE ALERT
CALL:Carlsbad 811a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG RE 110.00
RE 103.00
RE 113.00
RE 108.00
RE 112.50
RE 102.90
RE 111.00
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PROJECT NO.

C/P 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
—116
117-
118-----
0 118117-
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77 3 ^8^
1164
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VETERANS MEMORIAL PARK BIKE PARK GRADING & DRAINAGE PLAN I P Q o Z
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Jesse Sanchez 10/9/25
10/10/2510/10/25

LP
LP
LP
LP
LP
LP
LP
LP
HPHP
HP
HP
HP
HP
HP
HP
HP
HP

3.70%

3. 7
9 %

3.77%

3.69%

3.73%

1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY A SURVEY AND SUBMITTED TO THE CITY FOR APPROVAL. FIELD

VERIFICATION BY CITY REPRESENTATIVE AND / OR BIKE PARK DESIGNER IS REQUIRED PRIOR TO POURING CONCRETE.

2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED.

3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%.

WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS
AND FOLLOW OVERALL DESIGN INTENT.

4. MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.

5. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.

6. All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED.

7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
COMMENCING WORK.

8. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES.

9. GRADING SHOWN ON THESE SHEETS IS REPRESENTATIVE OF THE OVERALL DRAINAGE SCHEME PROPOSED FOR THE PROJECT.

BIKE TRAIL PROFILES AND SECTIONS ARE PROVIDED FOR MORE
SPECIFIC GRADING OF THE TRACK. ANY DEVIATION FROM THE

DRAINAGE SCHEME SHOULD BE BROUGHT TO THE ATTENTION OF
THE ENGINEER PRIOR TO FINAL CONSTRUCTION.

10. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR

TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO

BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY
LANDSCAPE ARCHITECT.

11. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL

EROSION AND WATER SATURATION AT ALL TIMES USING
APPROPRIATE CONSTRUCTION METHODS . LOSS OF SOIL PROFILE

DURING CONSTRUCTION SHALL BE REPLACED WITH

APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS
TO MATCH LOSS SOIL.

12. MAINTAIN ALL EXISTING TREES UNLESS NOTED OTHERWISE ON CIVIL PLANS.

13. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH BIKE PARK SECTIONS. IF A DISCREPANCY OCCURS, CONTRACTOR SHALL
CONTACT LANDSCAPE ARCHITECT IMMEDIATELY.

14. CONTRACTOR TO REFER TO CIVIL PLANS FOR FINISH GRADE ELEVATIONS BEYOND BIKE PARK FOOTPRINT.

GRADING & DRAINAGE NOTES

1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND

PROPERTY LINES IN ORDER THAT THE EXACT LINES OF
CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED.

BRING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT
IMMEDIATELY BEFORE PROCEEDING WITH WORK.

2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION
WITH LANDSCAPE ARCHITECT.

3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING

SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS
DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL

POINTS WHICH MAY BE LOST OR DESTROYED DURING
CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS

SHOWN ON CIVIL ENGINEER'S PLANS AND BRING ANY

DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

SURVEY NOTES
SYMBOL

DIRECTION OF SURFACE FLOW

DESCRIPTION

BIKE PARK DRAIN INLET

LP / HP LOW POINT / HIGH POINT

BIKE PARK GRADING &

DRAINAGE LEGEND
GRADING PLAN - FLOW TRAILS 3 AND 4 (FT3 AND FT4)
1" = 10'-0"01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

MA
T
C
H
L
I
N
E

S
E
E

B
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-
3 .
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MATCH
L
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N
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S
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B
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3 .
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M
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B
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3 .
0 4
5 10 20
1" = 10'-0"SCALE :
0 386112
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.06 546-1A
//
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127<
EL: 128.00
EL: 128.04J

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
CALL:
811a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL ,73, 730.

TWO WORKING DAYS BEFORE YOU DIG
RE 110.00
122
123
124
RE 14.50
18 -1290
130
— A
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128=127-
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-125
124
RE 123.50
RE 124.00
RE 122.50 (O C
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PROJECT NO.

CIP 4609
i ii i

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
00 RE 120.00
C
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("

REFER TO LANDSCAPE PLANS

FOR GRADING EXTERIOR TO
BIKE PARK FENCE, TYP •
VETERANS MEMORIAL PARK BIKE PARK GRADING & DRAINAGE PLAN• City of Carlsbad Parks & Recreation Department A9 - 20
125 "126
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124.00 -
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126-
-127
-128
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20' 12bRE 115.50 117 -1180
-119
120
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--122---------
----- 123------
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. Y ‘ (o1 OV CV.

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C X XX X
Jesse Sanchez 10/9/25
10/10/2510/10/25

LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP

4.16%

2.53%

1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY A SURVEY AND SUBMITTED TO THE CITY FOR APPROVAL. FIELD

VERIFICATION BY CITY REPRESENTATIVE AND / OR BIKE PARK DESIGNER IS REQUIRED PRIOR TO POURING CONCRETE.

2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED.

3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%.

WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS
AND FOLLOW OVERALL DESIGN INTENT.

4. MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.

5. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.

6. All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED.

7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
COMMENCING WORK.

8. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES.

9. GRADING SHOWN ON THESE SHEETS IS REPRESENTATIVE OF THE OVERALL DRAINAGE SCHEME PROPOSED FOR THE PROJECT.

BIKE TRAIL PROFILES AND SECTIONS ARE PROVIDED FOR MORE
SPECIFIC GRADING OF THE TRACK. ANY DEVIATION FROM THE

DRAINAGE SCHEME SHOULD BE BROUGHT TO THE ATTENTION OF
THE ENGINEER PRIOR TO FINAL CONSTRUCTION.

10. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR

TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO

BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY
LANDSCAPE ARCHITECT.

11. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL

EROSION AND WATER SATURATION AT ALL TIMES USING
APPROPRIATE CONSTRUCTION METHODS . LOSS OF SOIL PROFILE

DURING CONSTRUCTION SHALL BE REPLACED WITH

APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS
TO MATCH LOSS SOIL.

12. MAINTAIN ALL EXISTING TREES UNLESS NOTED OTHERWISE ON CIVIL PLANS.

13. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH BIKE PARK SECTIONS. IF A DISCREPANCY OCCURS, CONTRACTOR SHALL
CONTACT LANDSCAPE ARCHITECT IMMEDIATELY.

14. CONTRACTOR TO REFER TO CIVIL PLANS FOR FINISH GRADE ELEVATIONS BEYOND BIKE PARK FOOTPRINT.

GRADING & DRAINAGE NOTES

1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND

PROPERTY LINES IN ORDER THAT THE EXACT LINES OF
CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED.

BRING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT
IMMEDIATELY BEFORE PROCEEDING WITH WORK.

2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION
WITH LANDSCAPE ARCHITECT.

3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING

SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS
DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL

POINTS WHICH MAY BE LOST OR DESTROYED DURING
CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS

SHOWN ON CIVIL ENGINEER'S PLANS AND BRING ANY

DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

SURVEY NOTES
SYMBOL

DIRECTION OF SURFACE FLOW

DESCRIPTION

BIKE PARK DRAIN INLET

LP / HP LOW POINT / HIGH POINT

BIKE PARK GRADING &

DRAINAGE LEGEND

GRADING PLAN - JUMP TRAILS
1" = 10'-0"01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

MATCHLINE - SEE BP-3.03
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
3 .
0 5
MATCHLINE - SEE BP-3.05
MA
T
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H
L
I
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E

S
E
E

B
P
-
3 .
0 4
MA
T
C
H
L
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E

S
E
E

B
P
-
3 .
0 6
5 10 20
1" = 10'-0"SCALE :
0 386113
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.07 546-1A
1)

MAMMMNJ
)
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115I 116
117
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121/i
120
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118
117
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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of UNDERGROUND SERVICE ALERT
CALL:Carlsbad 811W
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL RE 110.00

TWO WORKING DAYS BEFORE YOU DIG
1 I
I
I
I
RE 113.50

REFER TO BIKE PARK TRAIL

PROFILES FOR EXACT TRAIL

GRADES AND GEOMETRY, TYP
R 12C
RE 110.00
I
I
I
I RE 109.25
RE 116.00
RE 118.00
RE 14.

RE 114.00
1 PROJECT NO.

CIP 4609
—115
114
cP; V
I i— /

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
i
/ X 0.6 \
1 o
I P Q o Z

VETERANS MEMORIAL PARK BIKE PARK GRADING & DRAINAGE PLAN I
I
f
l
I
I
I )
f /
I I
REFER TO CIVIL DRAINAGE PLAN 3

FOR ALL SUBSURFACE DRAIN PIPES------------
Tv OV M9/
38 577 1 .
709.

A 0)
A125
123- -122- -121—
^20^
RE 113.00 1* -115 116” ■117" 118' —119- 120 121
777
Jesse Sanchez 10/9/25
10/10/2510/10/25

HP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP LP
HP
HP
HP
LP
HP
HP
LP
LP
LP
HP
HP
HP
HP
LP
HP
HP
HP
LP
HP
HP
HP
LP

2.95%

4. 3
1 %

2.9 8
%

5.80%

6.05 %

1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY A SURVEY AND SUBMITTED TO THE CITY FOR APPROVAL. FIELD

VERIFICATION BY CITY REPRESENTATIVE AND / OR BIKE PARK DESIGNER IS REQUIRED PRIOR TO POURING CONCRETE.

2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED.

3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%.

WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS
AND FOLLOW OVERALL DESIGN INTENT.

4. MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.

5. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.

6. All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED.

7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
COMMENCING WORK.

8. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES.

9. GRADING SHOWN ON THESE SHEETS IS REPRESENTATIVE OF THE OVERALL DRAINAGE SCHEME PROPOSED FOR THE PROJECT.

BIKE TRAIL PROFILES AND SECTIONS ARE PROVIDED FOR MORE
SPECIFIC GRADING OF THE TRACK. ANY DEVIATION FROM THE

DRAINAGE SCHEME SHOULD BE BROUGHT TO THE ATTENTION OF
THE ENGINEER PRIOR TO FINAL CONSTRUCTION.

10. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR

TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO

BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY
LANDSCAPE ARCHITECT.

11. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL

EROSION AND WATER SATURATION AT ALL TIMES USING
APPROPRIATE CONSTRUCTION METHODS . LOSS OF SOIL PROFILE

DURING CONSTRUCTION SHALL BE REPLACED WITH

APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS
TO MATCH LOSS SOIL.

12. MAINTAIN ALL EXISTING TREES UNLESS NOTED OTHERWISE ON CIVIL PLANS.

13. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH BIKE PARK SECTIONS. IF A DISCREPANCY OCCURS, CONTRACTOR SHALL
CONTACT LANDSCAPE ARCHITECT IMMEDIATELY.

14. CONTRACTOR TO REFER TO CIVIL PLANS FOR FINISH GRADE ELEVATIONS BEYOND BIKE PARK FOOTPRINT.

GRADING & DRAINAGE NOTES

1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND

PROPERTY LINES IN ORDER THAT THE EXACT LINES OF
CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED.

BRING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT
IMMEDIATELY BEFORE PROCEEDING WITH WORK.

2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION
WITH LANDSCAPE ARCHITECT.

3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING

SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS
DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL

POINTS WHICH MAY BE LOST OR DESTROYED DURING
CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS

SHOWN ON CIVIL ENGINEER'S PLANS AND BRING ANY

DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

SURVEY NOTES
SYMBOL

DIRECTION OF SURFACE FLOW

DESCRIPTION

BIKE PARK DRAIN INLET

LP / HP LOW POINT / HIGH POINT

BIKE PARK GRADING &

DRAINAGE LEGEND

GRADING PLAN - JUMP TRAILS
1" = 10'-0"01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

MA
T
C
H
L
I
N
E

S
E
E

B
P
3 .
0 9
MATCHLINE - SEE BP-3.07

MATCHLIN
E

S
E
E

B
P
-
3 .
0 6
5 10 20
1" = 10'-0"SCALE :
0 386114
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.08 546-1A
I
,‘6 ‘s
t
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,776 .75. 774 773.
7J6-
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7/9.
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09 108
Jesse Sanchez 10/9/25
10/10/2510/10/25

HP
LP
LP
HP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
HP
HP
HP
HP
LP
LP
HP
HP
HP
HP
HP
LP
LP
LPLP
HP
HP
HP

5.89%

3. 4
9 %
1 0
.
8 9
%

91.69BW

98.80BW

95.39BW

1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY A SURVEY AND SUBMITTED TO THE CITY FOR APPROVAL. FIELD

VERIFICATION BY CITY REPRESENTATIVE AND / OR BIKE PARK DESIGNER IS REQUIRED PRIOR TO POURING CONCRETE.

2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED.

3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%.

WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS
AND FOLLOW OVERALL DESIGN INTENT.

4. MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.

5. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.

6. All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED.

7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
COMMENCING WORK.

8. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES.

9. GRADING SHOWN ON THESE SHEETS IS REPRESENTATIVE OF THE OVERALL DRAINAGE SCHEME PROPOSED FOR THE PROJECT.

BIKE TRAIL PROFILES AND SECTIONS ARE PROVIDED FOR MORE
SPECIFIC GRADING OF THE TRACK. ANY DEVIATION FROM THE

DRAINAGE SCHEME SHOULD BE BROUGHT TO THE ATTENTION OF
THE ENGINEER PRIOR TO FINAL CONSTRUCTION.

10. ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTOR

TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO

BE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY
LANDSCAPE ARCHITECT.

11. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL

EROSION AND WATER SATURATION AT ALL TIMES USING
APPROPRIATE CONSTRUCTION METHODS . LOSS OF SOIL PROFILE

DURING CONSTRUCTION SHALL BE REPLACED WITH

APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS
TO MATCH LOSS SOIL.

12. MAINTAIN ALL EXISTING TREES UNLESS NOTED OTHERWISE ON CIVIL PLANS.

13. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH BIKE PARK SECTIONS. IF A DISCREPANCY OCCURS, CONTRACTOR SHALL
CONTACT LANDSCAPE ARCHITECT IMMEDIATELY.

14. CONTRACTOR TO REFER TO CIVIL PLANS FOR FINISH GRADE ELEVATIONS BEYOND BIKE PARK FOOTPRINT.

GRADING & DRAINAGE NOTES

1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND

PROPERTY LINES IN ORDER THAT THE EXACT LINES OF
CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED.

BRING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT
IMMEDIATELY BEFORE PROCEEDING WITH WORK.

2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION
WITH LANDSCAPE ARCHITECT.

3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING

SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS
DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL

POINTS WHICH MAY BE LOST OR DESTROYED DURING
CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS

SHOWN ON CIVIL ENGINEER'S PLANS AND BRING ANY

DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY
BEFORE PROCEEDING WITH WORK.

SURVEY NOTES
SYMBOL

DIRECTION OF SURFACE FLOW

DESCRIPTION

BIKE PARK DRAIN INLET

LP / HP LOW POINT / HIGH POINT

BIKE PARK GRADING &

DRAINAGE LEGEND
MATC
H
L
I
N
E

S
E
E

B
P
-
3 .
0 2
M
A
T
C
H
L
I
N
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S
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B
P
-
3 .
0 5
MA
T
C
H
L
I
N
E

S
E
E

B
P
-
3 .
0 6

GRADING PLAN - JUMP TRAILS
1" = 10'-0"01

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
5 10 20
1" = 10'-0"SCALE :
0 386115
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.09 546-1A
O.

EL: 103.00
EL: 103.20
O
EL: 103.00
O i.Q
/
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1 \
108
107
106
S s 105
S
110
/00 114N 109 7
108 /AON
77 A'
107
O.
106—
10,7O6.

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7O9.

SHEETSSHEET

JESSE SANCHEZ

TWO WORKING DAYS BEFORE YOU DIG
RE 98.10
RE 98.50
RE x 99.10\
RE 109.!
RE 109.(
RE 101.50
RE 106.00
RE 103.50
RE 107.00
RE 104.90
RE 105.10
RE 102.10
RE 104.50
RE 101.10
O)o
115114-13—
RE 102.501

RETAINING WALL PER BLOCK

RETAINING WALL PLANS
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
-
YV K
77s
8 S
) RE 100.10
%
12 0 708
103

VETERANS MEMORIAL PARK BIKE PARK GRADING & DRAINAGE PLAN ‘0
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112 _)
-% 409 ////
Jesse Sanchez 10/9/25
10/10/2510/10/25

JT3R
1 1
2 2
3 3
1-03 ASPHALTLEFT BERM 1-05

ASPHALT RIGHT BERM
1-02DOUBLE ROLLER

INTO BERM

DUAL SLALOM

COURSE DROPIN ZONE
1-04
ROLLER SECTION 1-06

ROLLER SECTION
1-07

FINAL UPHILL SPRINT
1-08

CONCRETEFINISH LINE
1-09FINISH HILL
22'-2"6'-3"5'-11"12'-10"8'-2"6'-11"7'-5"5'-7"26'-3"17'-7"6'-8"7'-6"7'-10"13'-7"25'-7"11'-6"26'-7" HO
R
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CU
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HO
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CU
R
V
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HO
R
I
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O
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T
A
L
CU
R
V
E
HO
R
I
Z
O
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T
A
L
CU
R
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5'-7"12'-9"7'-2"6'-10"8'-0"8'-7"5'-6"7'-7"7'-5"
1-01STARTING GATE
FINISH
ZONE

AMPHITHEATER
SEATWALL 04BP-5.03

PLANTING AREAWIDTH PER PLAN
1'-6"5'-0"1'-6"
1'
-
6 "
1'
-
6 "

SOIL MIX
03 BP-5.04

CIRCULATIONPATHWAY
05 BP-5.03

SYNTHETICTURF

FG ANDPLANTING PER

LANDSCAPE
PLANS

PERIMETERFENCE ANDCONCRETEPAVING PER

LANDSCAPE
PLANS

RETAINING
WALL
07BP-5.03
FG AND

PLANTING PER

LANDSCAPE
PLANS
2'
-
0 "
2'
-
0 "
2'
-
0 "
05 BP-5.03

SYNTHETIC
TURF, TYP.

SOIL MIX
03BP-5.04

CIRCULATIONPATHWAY
1'-4"1'-4"
-NOTES
1 PROFILE
- KEY MAP - DUAL SLALOM
3/32" = 1'-0"
SCALE

GENERAL NOTES

1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED.

2.REFER TO BIKE PARK LAYOUT PLAN SHEETS FOR ACTUAL HORIZONTAL LOCATIONS.

3.FINAL GRADE EARTHWORK AND FORM WORK TO REVIEWED AND APPROVED BY BIKE PARK DESIGN TEAM. BIKE PARK DESIGN TEAM RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULFILL THE DESIGN INTENT.

4.DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE BIKE PARK , THE LOCATION OF THE DIMENSIONS IN THE SECTIONS NEED TO BE CROSS REFERENCED BY THE BIKE PARK LAYOUT PLAN.

5. CONTRACTOR SHALL HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF BIKE PARK CONSTRUCTION AND/ OR FREEFORM PRECISION FORMING, APPLICATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES.

6. ALL WORK TO BE PERFORMED BY QUALIFIED CONTRACTOR WHO IS ABLE TO MEET THE TOLERANCES MENTIONED IN THE PROJECT'S TECHNICAL SPECIFICATIONS.

7. REFER TO CONSTRUCTION DETAILS FOR RECOMMENDED SUB-BASE MATERIAL.

8.IF THERE ARE ANY MATERIAL, COLOR, OR DIMENSIONS DISCREPANCIES BETWEEN THE SECTIONS AND PLANS, CONTRACTOR SHALL NOTIFY BIKE PARK DESIGNER.
0 15 30 60
1" = 30'-0"SCALE :
0" 2' 4'6' 8' 10'

1. BOTH DUAL SLALOM TRAILS TO BE THE SAME PROFILE (BERM LENGTH TO VARY).

2. SECTION CUTS TO CHANGE DIRECTION BASED ON THE FEATURE IN THE BACKGROUND.

DUAL SLALOM COURSE NOTES
2 SECTION 0" 1' 2' 4'
1/4" = 1'-0"
SCALE 3 SECTION

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114F 604.530.1119
NEW LINE SKATEPARKS INC.
0" 1' 2' 4'
1/4" = 1'-0"
SCALE 386116
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-4.01 546-1A
\
V
BASIN ‘H‘
\
BASIN ‘L‘
0+58.46 1+28.03 3.00 0+46.98 1+54.30 2+93.70130.00 -130.00i 120.00 -120.00
— — — — — — — —— — — — — —
m 110.00 -110.00(D
OQ
7 CD2100.00 -100.00—==
1/STA: 0+57.84J/ ELE V- 08 0
ST /: 0 1 46.95 —ELE: 102.52TA: 0 .13 /1ELEV: 99.04 SA:O424 //90.00 90.00STA: 0+28.46E 99.35. 1 A: 0+46.95^/STA: 1+73.30-7 STA:87.58ELEV: 98.53 /STA: 2+23.87 STA: 2+49.49 1ELEV: 100.41 —STA: 2 + 61.01 ELEV: 103.00ELEV90.88 --V:929/ELEV: 93.00QELEV: 93.17 ELEV: 94.68ELEV: 97.44ELV: 97.29'

80.00 80.001+25.00 1+50.00 1+75.000 + 25.00 0+50.00 0+75.00 2+25.00 2 + 50.00 2 + 75.00-0+15.00 0 + 00.00 1+00.00 2+00.00 3+00.00 Station
——-
++ +
ooKK 20070202272W 5 8 d 2)19 Rzz
—7W k&A7$999555

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of UNDERGROUND SERVICE ALERT
CALL:Carlsbad (O Y V 811 DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL STA; 0+00.00FI FV: 103.00

TWO WORKING DAYS

BEFORE YOU DIG
STA: 0+59.76FI FV: 102.52 SI A-1 + 55 /4
ELEV: 98.68
PROJECT NO.C/P 4609
ELEV: 92.6
STA: 1 I 79.9
oD
SI A-0+94 52/
FI FV: 99.8 I
C o
STA: 1+33.37ELEV: 94.50

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
S I A: 0+/9.4£FI FV: 100.01
STA: 1+09.34
ELEV: 98.61
STA: 0+65.38
ELEV: 99.66

VETERANS MEMORIAL PARK BIKE PARK SECTIONS & PROFILES
STA. 0+87.G3
ELEV: 98.65
STA: 1 I 29.47ELEV: 98.68 Z
— Q o 2
I
1 —
—STA: 1 l 87.53ELEV: 93.68
STA: 1+95.04 ELEV:94.68
ATA: 1+02^8^ / ELEV:9795
00/ y&
4-00
S
SIA:16 50STA==23.88
0+02.
=/ SI A-2 + 177^3
ELEV: 93.18
o XO
Jesse Sanchez 10/9/25
10/10/2510/10/25

4 3
3 9
7 7
6 6
5 5
4 10
10 8
8 1
1 2
2 2
2 9
11 11
12 12
10 10
10 10
1 1
14 14
13 13
8'-5 1/2"8'-5 1/2"
16'-4"
4'-8 1/2"4'-8 1/2"
HO
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T
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HO
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T
A
L

P
O
I
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T
OF

T
A
N
G
E
N
C
Y
1'
-
4 1
/
2 "
1'
-
4 1
/
2 "
2'
-
6 "
2'
-
6 "
R1
6 '
-
0 "
R7
'
-
0 "
R2
0 '
-
0 "
R7
'
-
0 "
R1
6 '
-
0 "
R
6 '
-
0 "
R6'
-
0 "

36.6°

4.7°4.7°

39.1°39.1°
23 .
0 °
2 3
.
0 °
01-05BP-5.01CONCRETE

PUMP TRACK
8'-0"8'-7"3'-7"6'-4"8'-2"5'-6 1/2"8'-2"9'-11 1/2"7'-2 1/2" 8'-2"
8'-2"
14'-4 1/2"
16'-7"9'-11"21'-11"17'-2"
HO
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1'
-
6 "
1'
-
9 "
4"
1'-
1 "
1'
-
6 "
1'
-
6 "
2'-
2 "
1'-
2 "
1'
-
6 "
1'
-
6 "
2'-
6 "
2'-
6 "
1'
-
6 "
1'
-
6 "
R
1 6
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-
0 "
R6'
-
0 "
R7
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-
0 "
R1
5 '
-
0 "
R7
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-
0 "
R
1 2
'
-
0 "
R7
'
-
0 "
R
5 '
-
0 "
R1
6 '
-
0 "
R
1 6
'
-
0 "
R7
'
-
0 "
R5
'
-
0 "
R1
6 '
-
0 "
R
7 '
-
0 "
R1
6 '
-
0 "
R
6 '
-
0 "

42.1°33.8°

40.3°

44.3°

30.3°41.6°43.8°

39.0°46.4°

4.8°

1.7°
23 .
0 °
2 0
.
0 °
20 .
0 °
2 3
.
0 °
01-05BP-5.01CONCRETE

PUMP TRACK
3'
-
6 "
R
6 '
-
6 "
3'-3" AND VARIES
5'-9"1'-0"
01-05BP-5.01 CONCRETE

PUMP TRACK

SYNTHETIC
TURF, TYP.
05BP-5.03
R
1 5
'
-
0 "
R7
'
-
0 "
R2
0 '
-
0 "
R
6 '
-
0 "
R2
0 '
-
0 "
R
7 '
-
0 "
R
6 '
-
0 "
R1
5 '
-
0 "
R6
'
-
0 "
HO
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L

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OF

T
A
N
G
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C
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HO
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A
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T
A
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C
Y
1'-
6 "
1'
-
3 1
/
2 "
1'
-
3 1
/
2 "
1'-
6 "
1'-
6 "
1'-
6 "

37.2°37.2°

36.0°40.5°40.5°
8'-10 1/2"8'-0 1/2"8'-0 1/2"8'-10 1/2"
16'-11"16'-11"
5'-4"5'-4"
8'-0"8'-0"
01-05BP-5.01CONCRETE

PUMP TRACK
SECTION (PT2)
SECTION (PT2)
-KEY MAP - PUMP TRACK 1 AND 2 (PT1 AND PT2)0" 1' 2' 4'
1/4" = 1'-0"
SCALE
0" 1' 2' 4'
1/4" = 1'-0"
SCALE
0" 1' 2' 4'
1/4" = 1'-0"
SCALE

CONCRETE GENERAL / SPECIALTY WORK LEGEND

CONCRETE WORK TO BE PERFORMED

BY BIKE PARK SPECIALTY CONTRACTOR

CONCRETE WORK TO BE PERFORMED BYGENERAL CONTRACTOR OR BIKE PARK

SPECIALTY CONTRACTOR

GENERAL NOTES

1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED.

2.REFER TO BIKE PARK LAYOUT PLAN SHEETS FOR ACTUAL HORIZONTAL LOCATIONS.

3.FINAL GRADE EARTHWORK AND FORM WORK TO REVIEWED AND APPROVED BY BIKE PARK DESIGN TEAM. BIKE PARK DESIGN TEAM RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULFILL THE DESIGN INTENT.

4. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE COLD JOINT.

5. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE BIKE PARK , THE LOCATION OF THE DIMENSIONS IN THE SECTIONS NEED TO BE CROSS REFERENCED BY THE BIKE PARK LAYOUT PLAN.

6. CONTRACTOR SHALL HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF BIKE PARK CONSTRUCTION AND/ OR FREEFORM PRECISION CONCRETE FORMING, APPLICATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES.

7. ALL CONCRETE FINISH WORK TO BE PERFORMED BY QUALIFIED CONTRACTOR WHO IS ABLE TO MEET THE TOLERANCES MENTIONED IN THE PROJECT'S TECHNICAL SPECIFICATIONS.

8. ALL BANKS LESS THAN 3' HIGH MAY BE CAST IN PLACE, IN LIEU OF SHOTCRETE, UPON BIKE PARK DESIGNER'S APPROVAL.

9. REFER TO CONSTRUCTION DETAILS FOR RECOMMENDED SUB-BASE MATERIAL.

10. IF THERE ARE ANY MATERIAL, COLOR, OR DIMENSIONS DISCREPANCIES BETWEEN THE SECTIONS AND PLANS, CONTRACTOR SHALL NOTIFY BIKE PARK DESIGNER.

PUMP TRACK MATERIAL LEGEND

CONCRETE BERM / TRACK
BEYOND

RECOMMENDED SUB-BASE MATERIAL

PER CONSTRUCTION DETAILS
0 15 30 60
1" = 30'-0"SCALE :
1 -
4 SECTION (PT1)
NOTES
3 2 SECTION (PT1)0" 1' 2' 4'
1/4" = 1'-0"
SCALE
B8IL'IN* SKATEBOAR'IN*
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114F 604.530.1119
NEW LINE SKATEPARKS INC.
386117
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-4.02 546-1A
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BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
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DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL =============555===r5?=b)??5=

TWO WORKING DAYS BEFORE YOU DIG
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HO
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T
A
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G
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C
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HO
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P
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T
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8'-2"8'-2"10'-4"8'-2"8'-2"
7'-5"6'-7 1/2"6'-7 1/2"7'-5"
1'
-
6 "
1'
-
6 "

41.6°41.6°

41.6°
R7
'
-
0 "
R1
6 '
-
0 "
R
1 6
'
-
0 "
R1
6 '
-
0 "
01-05
BP-5.01CONCRETE

PUMP TRACK
6'-6 1/2"5'-11 1/2"5'-11 1/2"6'-6 1/2"9'-9 1/2"9'-9 1/2" 12'-6"12'-6"4'-6 1/2"4'-6 1/2"
HO
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T
A
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C
Y
2'-
0 "
1'
-
0 "
10 "
10 "1'
-
0 "
2'-
0 "
2'-
0 "
2'-
0 "
R
7 '
-
0 "
R
1 8
'
-
0 "
R1
5 '
-
0 "
R7
'
-
0 "
R1
5 '
-
0 "
R7
'
-
0 "
R1
8 '
-
0 "
R
6 '
-
0 "
R6
'
-
0 "
25 .
0 °
25 .
0 °

40.4°31.3°40.4°

33.0°33.0°

15.7 °

15. 7
°
01-05BP-5.01CONCRETE

PUMP TRACK
8'-2 1/2"7'-5 1/2"4'-8"5'-8 1/2"
6'-4"11'-5"11'-5"
9'-11"7'-10 1/2"8'-0"11'-2 1/2"4'-6"4'-6"7'-9 1/2"4'-6"6'-4"8'-2" 7'-9 1/2"9'-0"12'-3 1/2"14'-6 1/2"10'-4 1/2"15'-8"
5'-9"5'-8 1/2"
HO
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TA
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HO
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TA
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C
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R1
5 '
-
0 "
R7
'
-
0 "
R1
6 '
-
1 1
/
2 "
R7
'
-
0 "
R1
5 '
-
0 "
R7
'
-
0 "
R
2 0
'
-
0 "
R2
7 '
-
0 "
R5
'
-
0 "
R1
0 '
-
0 "
R2
0 '
-
0 "
R2
7 '
-
0 "
R5
'
-
0 "
R1
2 '
-
0 "
R5
'
-
0 "
R1
6 '
-
0 "
R5
'
-
0 "
R1
6 '
-
0 "
R
7 '
-
0 "
R
6 '
-
0 "
R1
6 '
-
0 "
R6'
-
0 "

42.1°31.2°28.6°35.8°

37.1 °

29.9°41.6°

38.4°

34.1°30.7°

21.7°27.2°

39.8°
2'-
6 "
1'-
6 "
1'
-
3 "
6"
9"
1'
-
5 1
/
2 "
11 1
/
2 "
1'-
0 "
2'
-
0 "
2'
-
0 "
7 1
/
2 "
7 1
/
2 "
1'-
6 "
6"
1'-
0 "
1'-
6 "
01-05BP-5.01CONCRETE

PUMP TRACK
4 3
3 9
7 7
6 6
5 5
4 10
10 8
8 1
1 2
2 2
2 9
11 11
12 12
10 10
10 10
1 1
14 14
13 13
SECTION (PT2)
SECTION (PT2)
-
0" 1' 2' 4'
1/4" = 1'-0"
SCALE
0" 1' 2' 4'
1/4" = 1'-0"
SCALE
0" 1' 2' 4'
1/4" = 1'-0"
SCALE
0 15 30 60
1" = 30'-0"SCALE :5
-
7 SECTION (PT2)
NOTES
6 CONCRETE GENERAL / SPECIALTY WORK LEGEND