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 16 of 21)

1.3%

4.8%

4.8%
4%

4.8%

4.7%

4.7%
2 2
3 3
3 3
12 3
32 32
3 3
3 22B
20 28
1% TYP.
1% TYP.
32 12 21
21 21
37 21
33 20
33 1%
TYP.
1%
TYP.
1%TYP.
1%
1%
TYP.

4.7%
1%
21 4.7%

1.8%

1.8% 4.7%
2:1
2:1 MAX.
1%
110.25 FS
110.15 FS
110.38 FS
110.60 FS
110.50 FS
1%

1.5%
8"22B
12"22C
113.25 FS
110.28 FS
108.70 FS
12"@

6.9%22C
HP
108.8 FG
108.0 TG
106.0 INV21 C.O.-G.B.
104.5 INV
8"
37 HP
108.3 FG 108.5 FS
108.5 FS
4"22A
4"22A
4"22A
8"@

3.9%22B
8"@
6%22B
8"22B
8" 22B
12"22C
1%
TYP.
4"22A
128.8 FL
C.O.-G.B.
105.0 INV
12"
37 35
35 NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON ARE
FOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARK
PLANS
·SEE BIKE PARK PLANS FOR

GRATE INLET CALL OUT WITHIN
BIKE PARK.

1.4%
HP
129.5 FL
125.30 FS
125.11 FS

1.8%
100.9± INV 8" SD

96.0 ± TOP 30" SD
105.2± INV 12" SD
102.5± TOP 30" SD
120.0 TG
110.5 INV
12"
37 12"22C
123.5 TG
121.0 INV
123.0 TG
116.5 INV
124.0 TG
120.4 INV
124.0 TG
121.0 INV
122.5 TG
118.9 INV 8"
122.0 TG
120.0 INV
114.5 TG
112.5 INV
115.5 TG
112.0 INV
C.O.
118.0 INV
120.0 TG
118.0 INV
118.0 TG
116.0 INV
114.0 TG
112.0 INV
120.0 TG
117.0 INV
113.0 TG
111.0 INV
116.0 TG
114.0 INV
119.0 TG
116.0 INV
123.0 TG
121.0 INV
122.0 TG
120.0 INV
111.0 TG
108.0 INV 8"
113.0 TG
110.0 INV
112.5 TG
109.6 INV
113.5 TG
110.0 INV
8"
108.0 TG
105.0 INV
108.0 TG
102.0 INV
102.9 TG

98.0 INV
105.5 TG
103.0 INV
103.5 TG
101.0 INV
104.5 TG
101.5 INV
106.0 TG
103.5 INV109.5 TG
107.0 INV
112.0 TG
110.0 INV
111.0 TG
108.5 INV
117.5 TG
114.5 INV
117.0 TG
115.0 INV
113.0 TG
103.2 TG
100.0 INV
109.3 TG
106.0 INV
110.0 TG
107.0 INV
106.0 TG
103.0 INV
117.0 TG
114.0 INV
103.2 TG
101.5 INV
8"
4" 22A
4" 22A
8" 22B
8" 22B
8" 22B
8" 22B
4" 22A
4" 22A
4" 22A
4" 22A
4" 22A
4" 22A
4" 22A
102.2 INV
12"
4" 22A
4"22A
104.4 INV
12"
108.1 INV
12"
4" 22A
4" 22A
4" 22A
4" 22A
8"22B
4"22A4"22A
4" 22A
4"22A
4"22A
114.8 INV
12"
15%
HMP

BOUNDARY
20' OFFSET FROM

HMP BOUNDARY

LIMITS OF GRADING

AND ORANGE FENCE
22'± OFFSET FROM

HMP BOUNDARY
EXIST. TRAIL
EXIST. TRAIL
32 32
32 156.5 FL
121.00 TG
118.00 INV
28 3
12"
32 12"
32 12"
4"22A
32 12" 121.50 FS
121.40 FS
121.50 FS
121.60 FS
121.74 FS
121.88 FS

1.8%
122.44 TW
120.84 BTM.
121.0 TG
117.7 INV2836
121.2 TG
117.3 INV 8"28
130.69 TW
128.47 BTM.
129.5 TG
126.0 INV2836

GUARDRAIL
137.02 TW
128.48 BTM.

GUARDRAIL
142.13 TW
131.65 BTM.

GUARDRAIL
142.13 TW
132.92 BTM.
35 140.86 TW
138.63 BTM.
140.1 TG
136.0 INV
28 GUARDRAIL
130.68 TW
122.75 BTM.

GUARDRAIL
133.23 TW
124.65 BTM.

GUARDRAIL
133.86 TW
125.92 BTM.

GUARDRAIL
133.23 TW
128.47 BTM.
141.0 FL
141.5 FL
H.P.
133.8 FL
37 132.0 FG2:1
134.0 FG

GUARDRAIL
132.60 TW
124.65 BTM.
131.5 FL
132.5 FL
134.5 FG
133.1 FL
144.0 FL
154.0 FL
124.5 FL
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
32 12"
144.5 FL
149.5 FL
154.25 FL
C.O.
102.05 INV
NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON ARE
FOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARK
PLANS
·SEE BIKE PARK PLANS FOR

GRATE INLET CALL OUT WITHIN
BIKE PARK.
18 GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

PROTECT IN PLACE
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 CONSTRUCT 6" CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 2, SHEET L-2.01 23 24
25 26
27 28
29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04 1 STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
6 7
8 CONSTRUCT RESILIENT SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 1, SHEET L-2.02 CONSTRUCT 3-FOOT WIDE V-GUTTER (IN PARKING AREAS) PER DETAIL 9, SHEET C-0.039

CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31 CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.

SEE SHEET C-0.03
12CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22BCONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22CCONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22DCONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15CONSTRUCT LOCAL DEPRESSION, 5-FOOT TRANSITION
CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05

CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 16LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1
17CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22ECONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23AOUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
45CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22FCONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.19
MATCH LINE - SEE SHEET C-1.17
MATCH LINE - SEE SHEET C-1.17
MATCH LINE - SEE SHEET C-1.20
MATCH LINE - SEE SHEET C-1.16
MATCH LINE - SEE SHEET C-1.18
J
J

SECTION J-J

NOT TO SCALE
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.

PRECISE GRADING PLAN
PROP. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE
1%
PROP. 5" D.G.
/3" A.B. WALK
PROP. BROW DITCH

10.5' PROP. GUARDRAIL WHEN TOP OF

WALL TO BOTTOM OF WALL IS
OVER 2.5-FEET
- SEE LANDSCAPE PLANS DETAIL 6,
SHEET L-2.05TW PER PLAN
PROP. BROW DITCH
BTM. PER PLAN
PROP. GUARDRAIL WHEN TOP OF WALL TO
BOTTOM OF WALL IS OVER 2.5-FEET
- SEE LANDSCAPE PLANS DETAIL 6, SHEET
L-2.05

TW PER PLAN
PROP. BROW DITCH
BTM. PER PLAN
1%
PROP. 5" D.G.
/3" A.B. WALK
14'

3.3'

9.3''
PROP. SUBDRAIN35
PROP. SUBDRAIN35
PROP. BROW DITCH
PROP. RETAINING WALL T2
-SEE SHEET 54
PROP. RETAINING WALL T1
-SEE SHEET 54
32 3
32 32
32 3
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
38 Jesse Sanchez 10/9/25
/ 1/ /)? [ ] CONSTRUCT 4" A.C./12" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST \ + + CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5t SHEET L-2.01 ‘ /0%e.
- T 7
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[ ]= CONSTRUCT 4" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST I/
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BUILDING OFFICIAL DATE
22%292) SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

S7
GR2023-0042
O E
RCE 63912 EXPIRES 9/30/26ENGINEERING MANAGER DATE
PROJECT NO. DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021-0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL DWN BY:

CHKD BY:

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APPROVED: JASON S. GELDERT
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SD
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100.87 FS
116.0 FS
JOIN
(114.8±) FS

LIMITS OF GRADING

AND ORANGE FENCE
HMP

BOUNDARY
HMP

BOUNDARY

LIMITS OF GRADING

AND ORANGE FENCE
108.0± TMH
EXIST 18" RCP SD
*(102.46±) INV
103.29 INV 8"
102.1 TG
100.8 INV
114.25 TG
110.25 INV
114.5 TG
111.5 INV
100.50 TG

97.75 INV IN

97.7 INV OUT
108.50 TG
105.75 INV IN
105.7 INV OUT
100.33 INV
108.33 INV
8"
8"@

3.9%
8"

14.0'

14.0'
118.0 TG
115.0 INV
8"

BASIN 'K'
108.0 SURFACE
105.75 SUBDRAIN OUT
105.50 BOT.
110.0 FG
-TYP.

BASIN 'J'
100.0 SURFACE

97.75 SUBDRAIN OUT

97.50 BOT.
102.0 FG
-TYP.
(100.26) FS
B.O.W.
(98.92)
B.O.W.
(101.49)
B.O.W.
(104.96)
B.O.W.
4"
HP
110.0 FG
-TYP.

HP
115.5 FL

4.8%

8.9%

4.8%

1.8%

4.4%
32 32
32 32
32 32
32 32
3 3
3 3
3 25
28 28
28 28
24 40
23 23
22B
22B
12 12
12 3
29 12
3 28
22B
25 1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
22A
2:1 MAX.
2:1 MAX.
38 114.81 FS
114.95 FS
115.09 FS
114.89 FS
114.75 FS
1%
113.49 FS
118.52 FS
8"22B
107.80 FS
C.O.
105.75 INV37
C.O.
105.75 INV37
22B
C.O.

97.75 INV37
(100.53) FS
B.O.W.

1.8%
102.52 FS
102.70 FS
102.75 FS
102.61 FS 102.42 FS
102.28 FS
4" 22A
114.2 FL
101.8 FL
40 24
SIDEWALK10
SIDEWALK10
125.30 FS
125.11 FS

1.8%
122.0 TG
120.0 INV
108.0 INV 8"
113.0 TG
110.0 INV
102.9 TG

98.0 INV
103.0 INV
102.1 TG

97.0 INV 8"
101.1 TG

96.0 INV

99.1 TG

93.0 INV 12"

98.1 TG

95.5 INV
103.5 TG
101.0 INV
101.5 TG

99.0 INV

99.5 TG

95.0 INV
12"

98.5 TG

96.0 INV
100.1 TG

97.5 INV
102.5 TG

96.5 INV
12"
104.5 TG
101.5 INV
106.0 TG
103.5 INV
109.5 TG
107.0 INV112.0 TG
110.0 INV
111.0 TG
108.5 INV
117.5 TG
114.5 INV
117.0 TG
115.0 INV
113.0 TG
110.5 INV
8"
119.5 TG
116.8 INV
119.5 TG
117.0 INV 114.5 TG
112.0 INV
117.0 TG
114.0 INV
114.0 TG
112.0 INV
111.5 TG
109.8 INV
111.5 TG
110.0 INV
109.9 TG
107.0 INV
109.9 TG
106.0 INV 8"
107.5 TG
103.0 INV 8"
106.9 TG
104.0 INV
109.9 TG
107.0 INV
112.0 TG
110.0 INV
109.0 TG
106.0 INV
107.0 TG
104.0 INV
105.1 TG
101.0 INV 12"
104.9 TG
102.0 INV
117.0 TG
114.0 INV
4" 22A
8" 22B
4" 22A
4" 22A
4" 22A
8" 22B
4" 22A
4" 22A
4" 22A
4" 22A
4" 22A
4" 22A
4" 22A
4" 22A
4" 22A
4" 22A
4" 22A
4" 22A
8" 22B
8" 22B
12" 22C
12" 22C
12" 22C
12" 22C
8" 22B
8" 22B
4" 22A
20' OFFSET FROM

HMP BOUNDARY
R/W
R/W
124.5 FL
109.5 FL

99.4 FL
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
32 12"
32 12"
32 12"
32 12"
124.5 FL
114.95 FL
129.5 FL
134.5 FL
139.5 FL
144.5 FL
149.5 FL
44 44
TYP.
4" 22A
113.0 TG
111.0 INV
107.2 FL
112.6 FL
126.0 TW45
116.45 TW45
NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON ARE
FOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARK
PLANS
·SEE BIKE PARK PLANS FOR

GRATE INLET CALL OUT WITHIN
BIKE PARK.

NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON ARE
FOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARK
PLANS
·SEE BIKE PARK PLANS FOR

GRATE INLET CALL OUT WITHIN
BIKE PARK.

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

CONSTRUCT TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 CONSTRUCT CURB PER S.D.R.S.D. STANDARD DETAIL G-01, C.F. PER PLAN CONSTRUCT CURB & GUTTER PER S.D.R.S.D. STANDARD DETAIL G-02, C.F. PER PLAN CONSTRUCT CURB RAMP PER S.D.R.S.D. STANDARD DETAILS G-27 TO G-32B, TYPE PER PLAN 31CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.20
FARADAY AVE.

MATCH LINE - SEE SHEET C-1.19

MATCH LINE -
SEE SHEET C-1.18
MATCH LINE - SEE SHEET C-1.18
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

ACCORDANCE WITH THE EARTHWORK SPECIFICATION
AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK
AND PROTECT THEM IN PLACE AS REQUIRED.

PRECISE GRADING PLAN
NOTE TO CONTRACTOR:

AN AREA EAST OF THIS PROJECT IS

CONSIDERED AN ENVIRONMENTALLY

SENSITIVE AREA (ESA) AND DENOTED

AS SUCH ON ALL DEVELOPMENT
PLANS. PRIOR TO ANY GROUND
DISTURBANCE WITHIN 100 FEET OF
SDI-8303, PROTECTIVE ESA FENCING

AND TEMPORARY SIGNAGE WILL BE

PLACED AT LEAST TWENTY-FIVE FEET

OUTSIDE OF THE IDENTIFIED SITE
BOUNDARIES.

JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
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53—28. CONSTRUCT 4" A.C./12" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST X
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BUILDING OFFICIAL DATE

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ENGINEERING DEPARTMENT
GRADING PLANS FOR:

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O E
RCE 63912 EXPIRES 9/30/26ENGINEERING MANAGER DATE
PROJECT NO. DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021—0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL DWN BY:

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STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT CONCRETE WEIR PER DETAIL 27, SHEET C-0.04
CONSTRUCT INLET AT BROW-DITCH PER DETAIL 28, SHEET C-0.05 CONSTRUCT 36"x36" CATCH BASIN & GRATE (OUTLET) PER DETAIL 24/25, SHEET C-0.05 30 31CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. 22BCONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22CCONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22DCONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CONSTRUCT SUBDRAIN PER DETAIL 35, SHEET C-0.05

CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
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CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22ECONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23AOUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 22FCONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-2.01
HORIZ.: 1"=20'
VERT.: 1"=4'
PROFILE SCALES: 3+50 3+00 2+50 2+00 1+50 1+004+004+505+005+506+00

STORM DRAIN LINE/CURVE DATA
65 75
22D
STA 3+40.71

58.94 INV
STA 3+36.71

58.61 INV
PROP. FS
CONST. 234.71 LF - 18" HDPE STORM DRAIN
Q(100)=25.05 cfs
V=19.3 fps
PROP. 4" PVC SD

SEE GRADING SHEETS
STA 1+00.00
PROP. 12" PVC SD

SEE GRADING SHEETS

LINE 'A'
B
TYPE 'A' C.O. #1

58.0± RIM
STA 1+02.00

46.50 INV
JOIN
(45.5±) INV
30" RCP
55 45
65 TYPE 'A' C.O. #2
STA 3+38.71

66.1± RIM
85 (S=0.0425)
CONST. 376.54 LF - 18" HDPE STORM DRAIN
S=0.0412
38 22D
CO #2
STA 3+38.7129CO #3
STA 4+37.5429 BC STA 4+39.54

67.00 INV
STA 4+35.54

66.67 INV
TYPE 'A' C.O. #3
STA 4+37.54

75.0± RIM
S=0.0815
CONST. 94.83 LF - 18" HDPE STORM DRAIN

54.66 INV

54.58 INV

61.52 INV

62.8± INV 1"WATER
4" SD
12" SD
8" SD

72.27 INV
4" SD

63.00 INV4" SD
S=0.0815
BC
SEE SHEET C-2.02
PROP. WATER

SEE UTILITY PLAN
PROP. 4" PVC SD

SEE GRADING SHEETS
PROP. 12" PVC SD

SEE GRADING SHEETS
PROP. 8" PVC SD

SEE GRADING SHEETS

47.00 INV 12"47.33 INV 8" (2)

IDENTICAL
POINT
PROP. FS
PROP. FS
65 75
Q(100)=25.05 cfs
V=19.7 fps
Q(100)=25.05 cfs
V=16.3 fps
HGL (100)=48.0
(ASSUMED)
HGL (100)
HGL (100)
HGL (100)
29 EXIST. 30" RCP
- PROTECT IN
PLACE
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47.33 INV 4"

LINE 'A'LINE 'A'
A
EXIST. GROUND
EXIST. GROUND
EXIST. HEADWALL AND

PIPE TO BE REMOVED
EXIST. 30"
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STORM DRAIN PLAN/PROFILE

20.5'± MAX. COVER

INSTALL PIPE IN BEDDING PER MANUFACTURER'S

RECOMMENDATIONS FOR COVER HEIGHT
JN
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NO. BEARING/DELTA RADIUS LENGTH ENGINEERING DEPARTMENTBUILDING OFFICIAL DATEN 70°02'00" E 337.54 GRADING PLANS FOR:
73°57'19" 200.00 258.15
GR2023-0042
O E
RCE 63912 EXPIRES 9/30/26ENGINEERING MANAGER DATE
1 PROJECT NO. DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021—0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL he
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CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
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ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-2.02
HORIZ.: 1"=20'
VERT.: 1"=4'
PROFILE SCALES: 8+00 7+50 7+00 6+50 6+002+001+501+001+502+002+50 B
STA 2+50.08
INLET
31 STA 6+95.69
115
105

LINE 'B'
SEE SHEET C-2.04
125
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STA 6+95.69
22D
STA 1+02.00
105.30 INV
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0102040
SCALE: 1" = 20'S
E

LINE 'A'
LINES 'B-1' & 'B-2'
2+503+00

STORM DRAIN LINE/CURVE DATA
C
D
E
85 75
95 TYPE 'A' C.O. #7
STA 1+00.00
114.8± RIM
TYPE 'F' C.B.

STA 2+05.31
110.0 FL
TYPE 'F' C.B.

STA 2+50.80
123.8 FL
115
105
125
STA 2+48.08
117.29 INV
STA 2+03.31
106.80 INV
STA 1+02.00
105.60 INV
104.97 INV 24"

LINE 'B'
CONST. 146.08 LF - 18" HDPE STORM DRAIN
- USE WATERTIGHT JOINTS WHEN HGL IS HIGHER THAN PIPE SOFFIT S=0.0148
S=0.0800
TYPE 'F' C.B.

STA 8+18.08
STA 8+16.08

82.50 INV

87.5 FL
CONST. 376.54 LF - 18" HDPE STORM DRAIN
STA 2+05.3141
INLET
LINE 'B-1'
22D
22E
STA 7+40.61 LINE 'B'
CO #7
29 STA 1+00.00 LINES
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81.20 INV8" SD
S=0.0412
SEE SHEET C-2.01
85 75
95 PROP. FS
PROP. FS
PROP. FS
Q(100)=25.05 cfs
V=16.3 fps
Q(100)=24.85 cfs
V=10.8 fps
Q(100)=19.0 cfs
V=19.2 fps
HGL (100)
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HGL (100)
41 31
31 LINE 'A'LINE 'B-1'LINE 'B-2'

77.54 INV
EXIST. GROUND
EXIST. GROUND

STORM DRAIN PLAN/PROFILE
25'± MAX. COVER

INSTALL PIPE IN BEDDING PER MANUFACTURER'S

RECOMMENDATIONS FOR COVER HEIGHT
INLET
STA 8+18.0841

88.63 RIM
124.93 RIM
111.13 RIM
1' MIN. COVER
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ENGINEERING DEPARTMENT
GRADING PLANS FOR:

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RCE 63912 EXPIRES 9/30/26ENGINEERING MANAGER DATE
PROJECT NO. DRAWING NO.JESSE SANCHEZ— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021-0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

BUILDING OFFICIAL DATE
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CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22ECONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23AOUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 22FCONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-2.03
HORIZ.: 1"=20'
VERT.: 1"=4'
PROFILE SCALES: 3+50 3+00 2+50 2+00 1+50 1+004+004+505+005+50

STORM DRAIN LINE/CURVE DATA
F
80 70
90 STA 1+96.20
BC
STA 1+05.4634 8" SD

91.20 INV 12" SD
(72.6±) INV 36"
STA 1+02.00

73.10 INV

VERIFY IN FIELD
CONST. 147.06 LF - 30" HDPE STORM DRAIN
PROP. 12" PVC SD

SEE GRADING SHEETS

LINE 'B'
G
H
I
TYPE 'A' C.O. #4
STA 1+00.00

80.5± RIM
TYPE 'A' C.O. #5
STA 2+51.06
103.0± RIM
809595
STA 2+53.06

90.20 INV
STA 2+49.06

89.87 INV
CONST. 254.01 LF - 30" HDPE STORM DRAIN
S=0.1004
TYPE 'A' C.O. #6
STA 5+09.07
115.1± RIMSTA 5+11.07
102.38 INV
STA 5+07.07
102.05 INV
105
CONST. 228.14 LF - 30" HDPE STORM DRAIN
STA 1+00.0038
CO #4
22F
STA 4+27.30
EC
STA 2+51.0629
CO #5
STA 5+09.0729
CO #6
22F
BC
105.2 INV

75.27 INV
4" SD
12" SD
S=0.0467
S=0.0114
BC
STA 1+96.20
EC
STA 4+27.30
BC
PROP. 12" PVC SD

SEE GRADING SHEETS
STA 1+05.46

74.37 INV 8" SD
PROP. 4" PVC SD

SEE GRADING SHEETS
LINE "C"
SEE SHEET C-2.04
PROP. 8" PVC SD

SEE GRADING SHEETS
SEE SHEET C-2.04
36" RCP SD
JOIN EXIST.

IDENTICAL
POINT

IDENTICAL
POINT
PROP. FS
PROP. FS
PROP. FS PROP. FS
90105
18"x8"
115
Q(100)=43.7 cfs
V=13.9 fps
Q(100)=43.7 cfs
V=19.4 fps
Q(100)=57.03 cfs
V=27.3 fps
HGL (100)
HGL (100)=75.6
(ASSUMED)
HGL (100)
HGL (100)
29 EXIST. 36" RCP
- PROTECT IN
PLACE
EXIST. 18" RCP
- PROTECT IN
PLACE

74.50 INV
4" SD
PROP. 8" PVC SD
SEE GRADING SHEETS PROP. 12" PVC SD

SEE GRADING SHEETS
115 100

88.0 INV12" SD
100.9 INV8" SD

LINE 'B'LINE 'B'
S=0.0467
EXIST. GROUND
EXIST. GROUND

STORM DRAIN PLAN/PROFILE
17'± MAX. COVER

INSTALL PIPE IN BEDDING PER MANUFACTURER'S

RECOMMENDATIONS FOR COVER HIEGHT
S=0.1004
JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
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42 Jesse Sanchez 10/9/25
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JESSE SANCHEZ SHEETSCITY OF CARLSBADSHEET
ENGINEERING DEPARTMENTNO. BEARING/DELTA RADIUS LENGTH BUILDING OFFICIAL DATE GRADING PLANS FOR:N85°14'36"E 96.20F
44°08'15" 300.00 231.10
N41°06'21"E 81.77H
GR2023-004243°57'12" 300.00 230.14O E
DATE
1 PROJECT NO. DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021-0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL DWN BY:

CHKD BY:

RVWD BY:
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APPROVED: JASON S. GELDERT
Jasou CAAut_________________
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26
g
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91.-00
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8 20
21 22A
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04 23 24
25 26
27 28
29 CONSTRUCT ATRIUM DRAIN PER DETAIL 21, SHEET C-0.04
CONSTRUCT HEADWALL (INLET) AND TRASH RACK PER DETAIL 22, SHEET C-0.04 CONSTRUCT BIOFILTRATION AREA WITH UNDERDRAIN PER DETAIL 24/25, SHEET C-0.05 CONSTRUCT RESILIENT SURFACE DRAIN PER DETAIL 26, SHEET C-0.04

CONNECT SUBDRAIN TO PVC STORM DRAIN LINE
35 36
CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 37, SHEET C-0.0537 CONSTRUCT CURB INLET - TYPE B - 5-FOOT TRANSITION, PER S.D.R.S.D. STANDARD DETAIL D-02, Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN, WITH STENCIL PER CITY STD. DS-1 REMOVE HEADWALL, INLET, AND/OR INTERFERING SECTION OF PIPE FOR NEW CLEANOUT38 CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22ECONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42CONSTRUCT DECK DRAIN PER DETAIL 42, SHEET C-0.08
CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23AOUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 22FCONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PER MANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

STORM DRAIN PLAN/PROFILE
0102040
SCALE: 1" = 20'
S
E
SHEET C-2.04
HORIZ.: 1"=20'
VERT.: 1"=4'
PROFILE SCALES: 7+50 7+00 6+50 6+00 5+501+001+50
I
80 70
LINE "B"
SEE SHEET C-2.03
90 CONST. 26.38 LF - 18" HDPE STORM DRAIN
PROP. 8" PVC SD

SEE GRADING SHEETS

LINE 'B'
0102040
SCALE: 1" = 20'
S
E

LINE 'C'

STORM DRAIN LINE/CURVE DATA
J
105
95 115
TYPE 'A' C.O. #9
STA 1+30.38

89.5± RIM

88.5± RIM
TYPE 'A' C.O. #8
STA 1+00.00
105
95 115
(71.6±) INV 36"VERIFY IN FIELD
STA 1+02.00

73.10 INV
STA 1+28.38

84.0± INV
(84.0±) INV 18"VERIFY IN FIELD
STA 7+39.21
104.97 INV TYPE 'A' C.O. #7
STA 7+39.21
114.8± RIM105.60 INV 18"LINE 'B-2'
CONST. 228.14 LF - 30" HDPE STORM DRAIN
LINE 'B-1'
SEE SHEET C-2.02
22F
STA 7+39.21 LINE 'B'
CO #7
29 STA 1+00.00 LINES
'B-1' & 'B-2'
LINE 'B-2'
SEE SHEET C-2.02
22D
109.12 INV8" SD
EC
SEE SHEET C-2.03
PROP. FSPROP. FS
Q(100)=12.4 cfs
V=24.7 fps
Q(100)=43.7 cfs
V=11.6 fps
HGL (100)=74.6
(ASSUMED)
HGL (100) HGL (100)
105.30 INV 24"LINE 'B-1'
EXIST. 36" RCP
- PROTECT IN
PLACE
EXIST. 18" RCP
- PROTECT IN
PLACE
EXIST. 36" RCP
- PROTECT IN
PLACE

85.17 INV
4" SD

LINE 'B'

LINE 'C'
S=0.0114
EXIST. GROUNDEXIST. GROUND
C0 #8
STA 1+00.00
JOIN EXIST.
36" RCP SD
38 29
C0 #9
STA 1+30.382938
JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
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ENGINEERING DEPARTMENT
GRADING PLANS FOR:

NO. BEARING/DELTA RADIUS LENGTH
y
43°57'12" 300.00 230.14
GR2023-0042N 48°53,39" W 30.38JO E
RCE 63912 EXPIRES 9/30/26ENGINEERING MANAGER DATE
1 PROJECT NO. DRAWING NO.JESSE SANCHEZ— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021—0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

BUILDING OFFICIAL DATE
DWN BY:

CHKD BY:

RVWD BY:
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APPROVED: JASON S. GELDERT
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10'

TEMPORARY SLOPE EASEMENT TO ARCHSTONE-SMITH
PER DOC. #2002-0135146
(TO EXPIRE ONCE THE CITY OF CARLSBAD ACCESS
THE IMPROVEMENTS IN THE R.O.W.)

EASEMENT TO SAN DIEGO

COUNTY WATER AUTHORITY
PER DOC. #2014-0105138
HMP

BOUNDARY
100
101
102
103
104
105
106
107
112
113
114
115
118
119
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
0204080
SCALE: 1" = 40'
S
E
SHEET C-4.01
MATCH LINE - SEE SHEET C-4.03
WHITMAN WAYFARADAY AVE.

FARADAY AVE.

WHITMAN WAY

FARADAY AVENUE
SHEET
C-4.01
S

E SHEET INDEX MAP
SCALE: 1" = 500'
MATCH LINE - SEE SHEET C-4.03
MATCH LINE - SEE SHEET C-4.03
MATCH LINE - SEE SHEET C-4.02
SHEET
C-4.02
SHEET
C-4.03
SHEET
C-4.04
SHEET
C-4.05
SIGNING/STRIPING CONSTRUCTION NOTES:

SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,

DETAILS, AND DATUM STATEMENT

25.33'

15.33'

26.70'

56.00'POINT TABLE
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128

NORTHING
1995561.47
1995570.70
1995541.24
1995550.47
1995510.78
1995522.90
1995460.89
1995473.01
1994367.62
1994362.63
1994335.92
1994330.93
1995755.35
1995689.46
1995423.99
1995219.03
1995002.43
1995034.42
1995290.64
1995299.33
1995340.27
1994617.37
1994271.22
1994281.19
1994444.30
1994241.92
1994245.11
1993866.70
1993749.18

EASTING
6238712.55
6238724.80
6238727.80
6238740.05
6238741.86
6238765.64
6238767.28
6238791.07
6239780.49
6239800.54
6239772.60
6239792.65
6238861.23
6238411.02
6238842.47
6238757.78
6238857.86
6238925.97
6239086.62
6239172.84
6239934.54
6239217.26
6239767.15
6239843.28
6240064.26
6240138.17
6240289.16
6239929.32
6240186.46
DRIVEWAYW = 30'C.L. ST. STA. 18+47.08

36.00'

30.00'

18.00'

26.20'

18.00'

26.00'

18.00'

8.00'

24.00'

6.50'

18.00'

26.00'

6.50'

18.00'

26.00' 18.00'

8.00'

10.00'

8.00'

10.00'

26.00'

18.00'

8.00'

5.00'
R12.50'
R74.00'
R40.00'
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06100 102
101
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06

INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS
103PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06105 105
104
101
103
TYP.
102
TYP.

R21.00'
100
100
100
101
101
101
102
TYP.
102
TYP.
103
TYP.

9.00'
TYP.

9.00'TYP.

9.00'TYP.
102
TYP.

R10.00'
R10.00'
R54.00'

10.50'
R12.50'

14.00'
LEGEND

ACCESSIBLE PATH OF TRAVEL
INSTALL TRUNCATED DOMES PER S.D.R.S.D. DWG. NO. G-30 AND DETAIL ON SHEET C-0.07106 106
106
106
106
106
106
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GRADING PLANS FOR:

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BOUNDARY
HMP

BOUNDARY
118
119
120
10'
10'
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0204080
SCALE: 1" = 40'
S
E
SHEET C-4.02
MATCH LINE - SEE SHEET C-4.01
MATCH LINE - SEE SHEET C-4.03
MATCH LINE - SEE SHEET C-4.04
MATCH LINE - SEE SHEET C-4.03
SHEET
C-4.02
SHEET
C-4.03
SHEET
C-4.04
SHEET
C-4.05
FARADAY AVE.

WHITMAN WAY

FARADAY AVENUE
SHEET
C-4.01
S

E SHEET INDEX MAP
SCALE: 1" = 500'

POINT TABLE
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128

10.00'

10.50'

10.00'

8.00'
SIGNING/STRIPING CONSTRUCTION NOTES:

SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,

DETAILS, AND DATUM STATEMENT
100
102
101
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06

10.50'

HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
LEGEND

XX XX X X X
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X

BUILDING OFFICIAL DATE

SHEETSCITY OF CARLSBADSHEET
X
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ENGINEERING DEPARTMENT
GRADING PLANS FOR:

CHKD BY:

RVWD BY:
1 I
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C-81640
Exp. 09-30-27
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/ 17
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APPROVED: JASON S. GELDERT
JaSow MM__________
I
g
10'
HMP

BOUNDARY
HMP

BOUNDARY
115
116
117
118
121
10'
10'
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0204080
SCALE: 1" = 40'
S
E
SHEET C-4.03
MATCH LINE - SEE SHEET C-4.01
MATCH LINE - SEE SHEET C-4.01
MATCH LINE - SEE SHEET C-4.02
MATCH LINE - SEE SHEET C-4.02
MATCH LINE - SEE SHEET C-4.04
FARADAY AVE.

WHITMAN WAY

FARADAY AVENUE
SHEET
C-4.01
S

E SHEET INDEX MAP
SCALE: 1" = 500'
SHEET
C-4.02
SHEET
C-4.03
SHEET
C-4.04
SHEET
C-4.05
FARADAY AVE.

POINT TABLE
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128

14.00'14.00'

14.00'

10.00'

10.00'
R12.50'
SIGNING/STRIPING CONSTRUCTION NOTES:

SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,

DETAILS, AND DATUM STATEMENT
100
102
101
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06

HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
LEGEND

ACCESSIBLE PATH OF TRAVEL
INSTALL TRUNCATED DOMES PER S.D.R.S.D. DWG. NO. G-30 AND DETAIL ON SHEET C-0.07106 JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
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GRADING PLANS FOR:

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PROJECT NO. DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021—0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL DWN BY:

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HMP

BOUNDARY
108
109
110111
122
123
124
125126
10'
10'
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0204080
SCALE: 1" = 40'
S
E
SHEET C-4.04
MATCH LINE - SEE SHEET C-4.02
MATCH LINE - SEE SHEET C-4.03
FARADAY AVE.

WHITMAN WAY

FARADAY AVENUE
SHEET
C-4.01
S

E SHEET INDEX MAP
SCALE: 1" = 500'
SHEET
C-4.02
SHEET
C-4.03
SHEET
C-4.04
SHEET
C-4.05
FARADAY AVE.

MATCH LINE - SEE SHEET C-4.05

32.67'

20.67'
DRIVEWAYW = 26'C.L. ST. STA. 33+66.92

POINT TABLE
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119

POINT TABLE
POINT #
120
121
122
123
124
125
126
127
128

NORTHING
1995340.27
1994617.37
1994271.22
1994281.19
1994444.30
1994241.92
1994245.11
1993866.70
1993749.18

EASTING
6239934.54
6239217.26
6239767.15
6239843.28
6240064.26
6240138.17
6240289.16
6239929.32
6240186.46

8.00'

10.50'

14.00'

10.00'

7.00'

10.00'

6.00'10.00'

18.00'

26.00'

18.00'

10.00'

15.00'
R10.00'
R36.00'
R10.00'
R13.00'
R12.50'
SIGNING/STRIPING CONSTRUCTION NOTES:

SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,

DETAILS, AND DATUM STATEMENT
100
102
101
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06

9.00'TYP.
100
101
103
TYP.
102
TYP.

14.00'

10.50'
R12.50'

10.50'

HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
LEGEND

ACCESSIBLE PATH OF TRAVEL
INSTALL TRUNCATED DOMES PER S.D.R.S.D. DWG. NO. G-30 AND DETAIL ON SHEET C-0.07106 106
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
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47 Jesse Sanchez 10/9/25
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BOUNDARY
HMP

BOUNDARY

EXISTING

PEDESTRIAN

UNDERPASS
122
123
125126
127
128
10'
10'
CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0204080
SCALE: 1" = 40'
S
E
SHEET C-4.05
MATCH LINE - SEE SHEET C-4.04
MATCH LINE - SEE SHEET C-4.04
FARADAY AVE.

WHITMAN WAY

FARADAY AVENUE
SHEET
C-4.01
S

E SHEET INDEX MAP
SCALE: 1" = 500'
SHEET
C-4.02
SHEET
C-4.03
SHEET
C-4.04
SHEET
C-4.05
FARADAY AVE.

POINT TABLE
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128

14.00'

8.00'

14.00'

14.00'
SIGNING/STRIPING CONSTRUCTION NOTES:

SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,

DETAILS, AND DATUM STATEMENT
100
102
101
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06

10.50'
R21.50'

HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
LEGEND

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JESSE SANCHEZ

BUILDING OFFICIAL DATE

SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

GR2023-0042
O E
DATE
PROJECT NO. DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021—0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL DWN BY:

CHKD BY:

RVWD BY:

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CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET C-4.06
HORIZONTAL AND VERTICAL CONTROL DATUM:

GENERAL NOTES

1. CONTRACTOR SHALL REFERENCE ARCHITECTURAL AND/OR LANDSCAPE PLANS FOR ADDITIONAL HARDSCAPE REQUIREMENTS AND DETAILS AND DIMENSIONS.

2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING LANDSCAPE AND

HARDSCAPE IMPROVEMENTS AS NECESSARY TO CONSTRUCT IMPROVEMENTS SHOWN HEREON.

3. ALL SIDEWALKS, CURB RETURNS, AND ACCESS POINTS SHALL MEET TITLE 24 AND AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS.

4. SEE SHEET C-4.03 FOR CURB LINE AND CURVE DATA.

COORDINATES/
BASIS OF BEARINGS: THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (EPOCH 1991.35) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS:

REFERENCED STATIONS CONNECTED PER ROS 17271:
105,109,58,57,56,130
ALL COORDINATES ARE EXPRESSED IN US SURVEY FEET (ONE FOOT = 39.37/12 METERS). THE COORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF GROUND DISTANCES. FROM THE GRID COORDINATE NORTH 1,995,736.572 AND EAST 6,240,281.313 APPLY THE RECIPROCAL OF THE AVERAGE COMBINATION FACTOR OF 0.999 961 32 TO OBTAIN GROUND COORDINATES.

BENCHMARK:THE ELEVATIONS SHOWN HEREON ARE BASED UPON CITY OF CARLSBAD LOCAL NGVD29 DATUM; SAID

ELEVATIONS ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING CITY OF CARLSBAD LOCAL BENCHMARKS:

REFERENCED STATIONS CONNECTED PER ROS 17271:
105,109,58,57,56,130
NOTE TO CONTRACTOR:

A. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE,

TIMELY AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS

INCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICAL

CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEY

WORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALL

PROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTS

INCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVING

EDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS,

SEATING, SHADE STRUCTURES, PLAY FEILDS AND APPURTENANCES, CURB AND GUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC.

B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS

SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF

CONSTRUCTION FOR HIS USE IN PREPARING THE NECESSARY FIELD SURVEYING / LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BE

THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS.

THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCES

MAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENT

THAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPY

CONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THE

CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS AND

SHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE

ELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLY

WITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THE

NEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS,

TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THE WORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT.

THE DIGITAL INFORMATION PROVIDED BY civTEC SHALL NOT BE USED FOR ANY

PURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF civTEC.

THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF civTEC. 100
102
101
CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-4.06 NO.

DESCRIPTIONQUANTITY

SIGNING/STRIPING CONSTRUCTION NOTES & ESTIMATED QUANTITIES LS

NOTICE TO THE CONTRACTOR

THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE

OF ALL IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).

PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-4.06

INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANSLS
103LS PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 1042 EASCALE:

N.T.S.

SCALE:

N.T.S.
6'
5-1
2"
7"
9"
LEGEND:
#5 REBAR WITH 2'-0" EMBEDDED INTO
ASPHALT.
#3 REBAR
TOP OF ASPHALT.

NATURAL GRAY PRECAST CONCRETE
WHEELSTOP.

EPOXY WHEELSTOP TO PAVING
NOTES:
24"
PLAN

ADA (REGULAR AND VAN) PARKING STALL
WHEEL STOP2
PAINT 4"

WIDE BLUE
STRIPE

INSTALL ADA PARKING

STALL SIGNS PER

LANDSCAPE

ARCHITECT DRAWINGS

TRUNCATED DOMES
- WAUSAUTILE STANDARD
TEXTURE ADA-3,
STANDARD COLOR U3008
- WHERE SHOWN ON PLAN
12:1 MAX.

CURB RAMP PER PLAN
- WHERE SHOWN ON
PLAN
4' MIN. -
WIDTH

PER PLAN

WHEEL STOP PER DETAIL

THIS SHEET
6" C.F.
3' O.C.TYP.

PAINT "NO PARKING" IN
WHITE LETTERS 12" HIGH
PER CBC SEC. 11B-502.3.3

SIDEWALK

PAINT INTERNATIONAL

SYMBOL OF ACCESSIBILITY
MIN. 36"x36" PER CBC
SEC. 11B-502.6.4.1 AND
11B-703.7.2.1
NO

PARKING
VAN
9' MIN.
- SEE PLAN
5' MIN. TO 8'
MIN. FOR VAN
- SEE PLAN
9' MIN.
- SEE PLAN
2'
18' MIN.
- SEE PLAN
0" C.F.
1 1
2 3
4 A
A
3 1
24 A
3 2
1 4
4 1
12:1 MAX.
36"
2'
PAINT 4" WIDE

BLUE STRIPE
PAINT 4"

WHITE STRIPE
(TYP.)

SEE PLAN
NOTE:

REFER TO APPROVED LANDSCAPE ARCHITECT PLANS FOR
ALL PARKING LOT STRIPING AND ALL SITE ACCESSIBILITY.
18' MIN.

PARKING STALL STRIPING3
SCALE:

N.T.S.

PAINT 3" WIDE WHITE STRIPES PER
STD. SPECIFICATIONS FOR PUBLIC

WORKS CONSTRUCTION
9' TYP. C.L. TO C.L.
(PER PLAN)
PAINT "STOP" AND STOP BAR PER CAL. M.U.T.C.D. AND SECTION 3B.16 INSTALL "STOP" SIGN (R1-1) PER CAL. M.U.T.C.D. AND SECTION 2B.05 AND DETAIL 4 SHEET C-4.06 1052 EA
STOP SIGN4
SCALE:

N.T.S.
4 - #4 REBAR VERT.
#3 REBAR TIES
@ 12" O.C.

HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
* NOTE:

ALL ADA TRUNCATED DOME

BUMP PADS ARE TO BE
PAVERS, NO WET-SET PLASTIC.
36" MIN.

INSTALL TRUNCATED DOMES PER S.D.R.S.D. DWG. NO. G-30 AND DETAIL ON SHEET C-0.07106LS JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
49 Jesse Sanchez 10/9/25
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JESSE SANCHEZ

BUILDING OFFICIAL DATE

SHEETSSHEET
GRADING PLANS FOR:

CHKD BY:

RVWD BY:

CONTRACTOR TO STAKE OUT PROPOSED LOCATION OF
SIGN IN FIELD FOR REVIEW AND APPROVAL BY OWNER’S

AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION
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PROVIDE (4) FABRICATED ALUMINUM PANEL WITH SILK
SCREEN GRAPHICS SIGN EACH WITH (2) BOLTS &
WASHERS AND MOUNTING CHANNEL.

T
C-81640
Exp. 09-30-27 A
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eR0EESS/on,.

NOTES;
(A) SIGN LOCATION PER PLAN.

PROVIDE SCALED SHOP DRAWINGS FOR REVIEW AND
(D) APPROVAL BY OWNER’S AUTHORIZED REPRESENTATIVE
PRIOR TO CONSTRUCTION.
o
I
(B) ALL SIGNAGE (INCLUDING SIZE, COLOR, AND LETTERING)
- SHALL BE COMPLIANT WITH THE MOST CURRENT CA

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(M.U.T.C.D) MANUAL REQUIREMENTS.
— CONTRACTOR TO SUBMIT SAMPLE OF THE SIGN FOR
© REVIEW AND APPROVAL BY OWNER’S AUTHORIZED
REPRESENTATIVE PRIOR TO FABRICATION.

LEGEND:
(1) 4”X4” EXTRUDED ALUMNINUM POWDER COATED POST
WITH POST CAP.
'co
l
CXI
APPROVED: JASON S. GELDERT
JaSow CAaut

CITY OF CARLSBAD

ENGINEERING DEPARTMENT

20.0 SHEET INDEX
SHEET 44. TITLE SHEET AND NOTES
SHEET 45. WALL PLAN VIEW
SHEET 46. WALL PLAN VIEW
SHEET 47. WALL PLAN VIEW
SHEET 48. WALL D, E AND F PROFILES
SHEET 49. WALL H, I AND J PROFILES
SHEET 50. WALL K1, K2 AND L1 PROFILES
SHEET 51. WALL L1 AND L2 PROFILES
SHEET 52. WALL M1, M2, N AND O PROFILES
SHEET 53.

WALL P, Q, R, S1 AND S2 PROFILES
SHEET 54. WALL T1, T2, U AND V PROFILES
SHEET 55. WALL BASIN A, BASIN E, BASIN G1, BASIN G2 PROFILES SHEET 56. WALL BASIN H PROFILES
SHEET 57. TYPICAL WALL SECTIONS
SHEET 58. CONSTRUCTION DETAILS
SHEET 59. CONSTRUCTION DETAILS

9.0 ERECTION NOTES

1. EXCAVATION SUPPORT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES.

2. GENERAL: ERECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND AS SPECIFIED HEREIN.

3. PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND ALIGNMENT. MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNIT WITHIN EACH SECTION OF THE BASE COURSE.

4. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE.

5. PLACE CONCRETE WALL UNITS SIDE-BY-SIDE FOR FULL LENGTH OF WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY USING A STRING LINE MEASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE WALL UNITS.

6. PLACE 12 INCHES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS. FILL VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 9 INCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL.

7. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE REINFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE RETAINING WALL UNITS, 1 PERCENT (MINIMUM) TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECTION DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT 150 FOOT (MAXIMUM) INTERVALS ALONG THE WALL.

8. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE COMPACTED BEFORE INSTALLATION OF NEXT COURSE.

9. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN LEVEL, ALIGNMENT, AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE.

10. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED.

11. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS AND THE SHOP DRAWINGS.
a. ORIENT GEOSYNTHETIC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE. b. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT. c. PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS AND TO THE LENGTHS SHOWN ON THE DRAWINGS. d. LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS AND THE COMPACTED BACKFILL SOILS. PLACE THE GEOSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS. PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT. e. THE GEOSYNTHETIC REINFORCEMENT SHALL BE IN TENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE BACKFILL SOILS. PULL GEOSYNTHETIC REINFORCEMENT HAND-TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND-TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6 INCHES OF LOOSE FILL. f. THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN THE GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED. g. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. AT LEAST 6

INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC REINFORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM. h. RUBBER-TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR.

TURNING OF RUBBER-TIRED EQUIPMENT IS NOT ALLOWED ON GEOSYNTHETIC REINFORCEMENT.

17.0 ALLAN BLOCK WALL DESIGN NOTES

1. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH DESIGN PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH PARAMETERS ARE FOUND

TO BE INCONSISTENT WITH THOSE USED BY THE ENGINEER OF RECORD, THIS DESIGN IS NO LONGER VALID AND IT IS THE

RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ENGINEER OF RECORD SO THE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY THE ENGINEER OF RECORD MAY RESULT IN FAILURE OF THE RETAINING WALL.

2. SOIL DESIGN PARAMETERS:

A. 2:1 SLOPE BACKFILL (WALLS D, F, H, J, L1, L2, M1, M2, N, O, R, S1, S2, T1, T2, U, BASIN E, BASIN G1, BASIN H) REINFORCED SOIL (IMPORT): PHI = 30 DEGREES C= 0 PSF GAMMA = 125 PCF RETAINED SOIL (IMPORT): PHI = 30 DEGREES C= 0 PSF GAMMA = 125 PCF FOUNDATION SOIL (SITE): PHI = 26 DEGREES C= 0 PSF GAMMA = 139 PCF B. LEVEL BACKFILL (WALLS E, I, K1, K2, P, Q, V, BASIN A, BASIN G2) REINFORCED SOIL (IMPORT): PHI = 30 DEGREES
C= 0 PSF GAMMA = 125 PCF
RETAINED SOIL (SITE): PHI = 26 DEGREES
C= 0 PSF GAMMA = 139 PCF
FOUNDATION SOIL (SITE): PHI = 26 DEGREES
C= 0 PSF GAMMA = 139 PCF

3. DESIGN PEAK GROUND ACCELERATION (2/3*PGAm PER 2022 CBC AND ASCE 7-22): 0.35G

4. REINFORCED BACKFILL SHALL MEET SOIL CLASSIFICATION, GRADATION AND PLASTICITY INDEX AS STATED IN SECTION 6.5 THIS SHEET

5. GEOTECHNICAL PARAMETERS USED FOR DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION.

6. LATERAL EARTH PRESSURES ARE DETERMINED USING RANKINE EARTH PRESSURE THEORY

7. INTERNAL STABILITY OF WALLS
A.

MINIMUM FACTOR OF SAFETY ON GEOGRID STRENGTH = 1.50
B. MINIMUM FACTOR OF SAFETY ON GEOGRID PULLOUT = 1.50
C. PERCENT COVERAGE OF GEOGRID = 100%

8. EXTERNAL STABILITY
A. MINIMUM FACTOR OF SAFETY AGAINST BASE SLIDING = 1.50 B. MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING = 2.00
C.

MINIMUM FACTOR OF SAFETY AGAINST SOIL BEARING OVERSTRESS = 2.00 D. UNIFORM SURCHARGE = AS SHOWN ON STRUCTURAL CALCULATIONS E. BACKFILL SLOPE = AS SHOWN ON SITE PLAN AND STRUCTURAL CALCULATIONS

9. GLOBAL STABILITY (TO BE CONFIRMED BY GEOTECHNICAL ENGINEER) A. MINIMUM FACTOR OF SAFETY AGAINST STATIC GLOBAL STABILITY = 1.50 B. MINIMUM FACTOR OF SAFETY AGAINST SEISMIC GLOBAL STABILITY = 1.15

10.0 BACKFILL PLACEMENT NOTES

1. PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT.

2. PLACE FILL WITHIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING 6 TO 8 INCHES (LOOSE THICKNESS) WHERE HAND-OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES (LOOSE THICKNESS) WHERE HEAVY, SELF PROPELLED COMPACTION EQUIPMENT IS USED.

A. ONLY LIGHTWEIGHT HAND-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAINING WALL UNITS.

3. MINIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN THE REINFORCED ZONE:

A. COMPACT TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557) FOR THE ENTIRE WALL HEIGHT.

B. VERIFY COMPACTION REQUIREMENTS WITH THE PROJECT GEOTECHNICAL ENGINEER.

C. UTILITY TRENCH BACKFILL: COMPACT UTILITY TRENCH BACKFILL IN OR BELOW THE REINFORCED SOIL ZONE TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557), OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER.

D. MOISTURE CONTENT: AT OR 2 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS.

E. THESE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER.

4. AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE INTERIOR (CONCEALED) FACE OF THE WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE.

A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE RETAINING WALL SYSTEM.

B. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE.

5. ANY STRUCTURAL FILL PLACED MUST BE KEPT FROM FREEZING, REQUIRING THE USE OF FROST BLANKETS AND GOOD WINTER CONSTRUCTION PRACTICES. GENERALLY, WINTER CONSTRUCTION REQUIRES THE IMPORT OF NON-FROST SUSCEPTIBLE SOILS, TYPICALLY CLEAN SAND AND/OR GRAVEL. ANY STRUCTURAL FILL FOUND TO BE FROZEN ON SUBSEQUENT DAYS OF CONSTRUCTION MUST BE REMOVED AND REPLACED PRIOR TO PLACING ADDITIONAL FILL.

6.0 MATERIAL NOTES

1. CONCRETE RETAINING WALL UNITS: ALLAN BLOCK RETAINING WALL UNITS AS SHOWN ON THE DRAWINGS AND AS MANUFACTURED BY ORCO BLOCK UNDER LICENSE FROM ALLAN BLOCK CORPORATION.

2. GEOSYNTHETIC REINFORCEMENT: MIRAGRID AS SHOWN ON THE DRAWINGS.

3. LEVELING PAD BASE
A. AGGREGATE BASE: CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448:

SIEVE SIZE PERCENT PASSING
1 INCH 100
3/4 INCH 75 TO 100
NO. 4 0 TO 60
NO. 40 0 TO 50
NO. 200 0 TO 5
B. BASE THICKNESS: 6 INCHES (MINIMUM COMPACTED THICKNESS).

4. DRAINAGE AGGREGATE: CLEAN CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448:

SIEVE SIZE PERCENT PASSING
1 INCH 100
3/4 INCH 75 TO 100
NO. 4 0 TO 60
NO. 40 0 TO 50
NO. 200 0 TO 5

5. REINFORCED FILL: SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP, GW, SP, SW, SM OR SC TYPE, CLASSIFIED IN ACCORDANCE WITH ASTM D2487 AND THE USCS CLASSIFICATION SYSTEM AND MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448:

SIEVE SIZE PERCENT PASSING
3 INCH 100
1 INCH 75 TO 100
NO. 4 20 TO 100
NO. 40 0 TO 60
NO. 200 0 TO 35
A. THE PLASTICITY INDEX (PI) SHALL BE LESS THAN 20.

B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS THREE (3) INCHES.

C. UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS ML, CL, OL, MH, CH, OH OR PT.

D. ALL WALL BACKFILL MATERIALS SHALL ALSO HAVE THE MINIMUM ENGINEERING PROPERTIES SHOWN IN SECTION 17.2 ITEM A.

E. TEST RESULTS OF ALL PROPOSED BACKFILL MATERIALS. WHETHER ON-SITE OR IMPORTED, SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.

6. DRAINAGE PIPE: PERFORATED OR SLOTTED PVC OR CORRUGATED HDPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034 AND/OR ASTM F405.

7. CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL MANUFACTURER.

1.0 SCOPE OF WORK

1. THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING ALLAN BLOCK AND MIRAGRID GEOGRID REINFORCED SOIL

RETAINING WALL SYSTEMS IN ACCORDANCE WITH THIS TECHNICAL SCOPE OF WORK AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES AND DIMENSIONS SHOWN ON THE PRECISE GRADING PLAN BY CIVTEC, DATED JANUARY 29, 2023.

2. WORK INCLUDED:

A. FURNISHING ALLAN BLOCK SEGMENTAL WALL CONCRETE FACING AND CAP UNITS AS SHOWN ON THE CONSTRUCTION DRAWINGS.

B. FURNISHING STRUCTURAL GEOGRID REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS.

C. STORING, CUTTING AND PLACING STRUCTURAL GEOGRID REINFORCEMENT AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS.

D. PLACEMENT AND COMPACTION OF UNIT WALL FILL AND BACKFILL WITHIN THE GEOGRID REINFORCED AREA AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS.

E. ERECTION OF ANCHOR WALL SEGMENTAL CONCRETE UNITS AND PLACEMENT OF STRUCTURAL GEOGRID.

15.0 STATEMENT OF SPECIAL INSPECTIONS

1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH CBC SECTION 1705.4.

2. SPECIAL INSPECTION WORK IS TO BE PERFORMED BY THE PROJECT GEOTECHNICAL ENGINEER.

3. THE SPECIAL INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING:

A. THE MODULAR CONCRETE UNIT TYPE AND DIMENSIONS.

B. ALLAN BLOCK UNIT IDENTIFICATION OF COMPLIANCE WITH ASTM C 1372, INCLUDING COMPRESSIVE STRENGTH AND WATER ABSORPTION, AS DESCRIBED IN SECTION 3.1 OF ICC REPORT 1959.

C. PRODUCT IDENTIFICATION, INCLUDING EVALUATION REPORT NUMBER (ESR-4206).

D. FOUNDATION PREPARATION.

E. ALLAN BLOCK UNIT PLACEMENT, INCLUDING PROPER ALIGNMENT AND INCLINATION.

F. GEOSYNTHETIC REINFORCEMENT TYPE (MANUFACTURER AND MODEL NUMBER), LOCATION AND PLACEMENT.

BACKFILL PLACEMENT AND COMPACTION.

H. DRAINAGE PROVISIONS AND WATER MANAGEMENT.

3. TYPE AND EXTENT OF SPECIAL INSPECTION:

A. SPECIAL INSPECTION OF SOIL BACKFILL SHALL BE PERFORMED ON A CONTINUOUS BASIS. ALL OTHER SPECIAL INSPECTION SHALL BE ON A PERIODIC BASIS.

4. TYPE AND EXTENT OF EACH TEST:

MODULAR UNIT DIMENSION SHALL BE VERIFIED ONCE PER WALL PRIOR TO THE START OF CONSTRUCTION.

B. CONCRETE UNIT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A MAXIMUM WATER ABSORPTION OF 7 PERCENT.

C. FOUNDATION PREPARATION SHALL BE INSPECTED FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL DESIGN PARAMETERS AND GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS ONCE PER WALL PRIOR TO PLACEMENT OF CONTROLLED FILL.

D. ALLAN BLOCK UNIT ALIGNMENT AND INCLINATION SHALL BE VERIFIED BY SURVEYED WALL HORIZONTAL LOCATION PRIOR TO CONSTRUCTION AND CORRECT BLOCK PLACEMENT AGAINST THE LOWER BLOCK'S ALIGNMENT DEVICE DURING CONSTRUCTION.

E. GEOSYNTHETIC REINFORCEMENT TYPE SHALL BE VERIFIED PRIOR TO CONSTRUCTION WITH AN INSPECTION OF THE GEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL CONSTRUCTION. PLACEMENT OF GEOSYNTHETIC

REINFORCEMENT SHALL BE CONTINUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS.

F. BACKFILL SOIL SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND SOIL DESIGN PARAMETERS PRIOR TO AND PERIODICALLY DURING CONSTRUCTION. BACKFILL SOIL COMPACTION SHALL BE CONTINUOUSLY VERIFIED COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR EVERY 20-40 YARDS OF BACKFILL PLACED.

G. ALL DRAINAGE PROVISIONS SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD AS CONSTRUCTED AND PRIOR TO BACKFILL.

5. SEISMIC OR WIND RESISTANCE:

A. THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WIND RESISTANCE PER CBC 1705.

6. STRUCTURAL OBSERVATIONS:

A. THERE ARE NO REQUIRED STRUCTURAL OBSERVATIONS PER CBC 1704.6.

7. SPECIAL INSPECTION NOTES:

A. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE BUILDING INSPECTOR.

2.0 REFERENCE DOCUMENTATION

1. CIVTEC, PRECISE GRADING PLAN, DATED JANUARY 29, 2023.

2. SOUTHERN CALIFORNIA GEOTECHNICAL, INC., GEOTECHNICAL INVESTIGATION, PROJECT NO. 19G109-2, DATED AUGUST 7, 2020.

3. SOUTHERN CALIFORNIA GEOTECHNICAL, INC., UPDATED RETAINING WALL DESIGN RECOMMENDATIONS, PROJECT NO. 19G109-6, DATED JANUARY 16, 2023.

4. WHERE SPECIFICATIONS AND REFERENCE DOCUMENTS CONFLICT, THE ENGINEER SHALL MAKE FINAL DETERMINATION OF THE APPLICABLE DOCUMENT.

3.0 SPECIAL PROVISIONS

1. M3 CIVIL ENGINEERING, INC. (M3CE) ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS.

2. M3CE SHALL NOT BE RESPONSIBLE FOR THE COST OF ALL MEANS OF SUBSOIL IMPROVEMENT; COST OF ADDITIONAL SUBSOIL EXPLORATION; AND FOR ALL LABOR TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. THE OWNER SHALL BE RESPONSIBLE FOR ALL SUCH COST.

3. THE OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THE EXECUTION OF THE WORK, INCLUDING LOCAL BUILDING INSPECTION AND CURRENT OSHA EXCAVATION REGULATIONS.

4. PRIOR TO UNDERTAKING ANY GRADING OR EXCAVATION OF THE SITE, THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE

PROPOSED RETAINING WALLS AND ALL UNDERGROUND FEATURES, INCLUDING UTILITY LOCATIONS WITHIN THE AREA OF CONSTRUCTION.

5. M3CE HAS COMPLETED ENGINEERING DESIGN OF THE PROPOSED RETAINING WALL(S), INCLUDING INTERNAL STABILITY AND LOCAL EXTERNAL STABILITY WHERE APPLICABLE, BASED UPON THE INFORMATION PROVIDED TO US AS OUTLINED ABOVE. RED

ONE ASSUMES THAT OTHERS HAVE DETERMINED THE SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDED TO US, INCLUDING GEOTECHNICAL SUITABILITY AND SITE GLOBAL STABILITY.

6. SEGMENTAL RETAINING WALLS ARE FLEXIBLE STRUCTURES (VS. RIGID AS IN CMU WALLS) AND ARE SUBJECT TO POST CONSTRUCTION SETTLEMENT AND MOVEMENT. ALL IMPROVEMENTS (I.E. PAVEMENTS, CURBS, TRASH ENCLOSURES, UTILITY LINES ETC.) SHOULD BE DESIGNED TO HANDLE DIFFERENTIAL SETTLEMENT UP TO 1% OF TOTAL WALL HEIGHT.

7.0 FOUNDATION SOIL NOTES

1. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, OR AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER.

2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO EXAMINE FOUNDATION SOIL TO ENSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS ARE DEFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT.

REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH.

3. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO DETERMINE IF THE FOUNDATION SOILS WILL REQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFFERENTIAL SETTLEMENT.

4. FILL OVER-EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL, AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER.

8.0 BASE COURSE NOTES

1. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATION SOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER.

A. EXTEND THE LEVELING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL UNIT.

B. PROVIDE AGGREGATE BASE COMPACTED TO 6 INCHES THICK (MINIMUM).

2. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS.

3. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS. GAPS ARE NOT ALLOWED.

11.0 CAP UNIT INSTALLATION NOTES

1. APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION.

2. CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT.

3. BACKFILL AND COMPACT TO TOP OF CAP UNIT.

12.0 WALL CONSTRUCTION TOLERANCE NOTES

1. WALL CONSTRUCTION TOLERANCES:

A. VERTICAL ALIGNMENT: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL.

B. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN:

B.1. STRAIGHT LINES: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL.

B.2. CORNER AND RADIUS LOCATIONS: PLUS OR MINUS 12 INCHES.

B.3. CURVES AND SERPENTINE RADII: PLUS OR MINUS 2 FEET.

C. IMMEDIATE POST CONSTRUCTION WALL BATTER: WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS.

D. BULGING: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE.

14.0 FIELD QUALITY CONTROL AND QUALITY ASSURANCE NOTES

1. INSTALLER IS RESPONSIBLE FOR QUALITY CONTROL OF INSTALLATION OF SYSTEM COMPONENTS.

2. THE OWNER SHALL EMPLOY AN INDEPENDENT THIRD PARTY SPECIAL INSPECTOR EXPERIENCED IN SEGMENTAL RETAINING WALL

CONSTRUCTION TO PERFORM QUALITY ASSURANCE VERIFICATION OF THE CORRECT INSTALLATION OF SYSTEM COMPONENTS IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS.

3. CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWINGS AT THE INSTALLER'S EXPENSE.

4. PROJECT GEOTECHNICAL ENGINEER TO PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND COMPACTED IN THE REINFORCED BACKFILL ZONE.

A. TESTING FREQUENCY (OR AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER) B. ONE TEST FOR EVERY 2 FEET (VERTICAL) OF FILL PLACED AND COMPACTED, FOR EVERY 50 LINEAL FEET OF RETAINING WALL.

C. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE, INCLUDING THE AREA COMPACTED BY THE HAND-OPERATED COMPACTION EQUIPMENT.

5. PROJECT GEOTECHNICAL ENGINEER TO TEST ALL SOIL PROPOSED FOR USE IN THE SEGMENTAL RETAINING WALL

CONSTRUCTION, INCLUDING SOIL IN THE FOUNDATION, RETAINED AND REINFORCED ZONE OF THE WALLS, TO VERIFY COMPLIANCE WITH THE MATERIAL SPECIFICATIONS AND ENGINEERING PROPERTIES.

13.0 UTILITY NOTES

1. UTILITY INFORMATION MAY NOT HAVE BEEN PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF THESE PLANS, AND THEREFORE MAY NOT BE INCLUDED. IF UTILITIES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER

OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED, AND MAY TAKE UP TO TEN BUSINESS DAYS.

2. UTILITIES MUST BE PROPERLY DESIGNED (BY OTHERS) TO WITHSTAND ALL FORCES FROM THE SEGMENTAL RETAINING WALL UNITS, REINFORCED SOIL MASS, AND SURCHARGE LOADS (IF ANY).

3. STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 FEET OF THE RETAINING WALL THE STORM WATER PIPE MUST BE WATER TIGHT. NEOPRENE O-RINGS MUST BE INSTALLED AT ALL STORM PIPE JOINTS AS A MINIMUM.

4. WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL. LEAKAGE BEHIND A RETAINING WALL WILL INCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. FOR

THIS REASON, SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED ZONES OF THE RETAINING WALL, OR WITHIN 5 FEET OF THE REINFORCED ZONE.

4.0 GENERAL NOTES

1. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE PLANS AND DOCUMENTS REFERENCED IN SECTION 2.0.

CHANGES TO THESE PLANS OR DOCUMENTS, INCLUDING GRADING, DRAINAGE, UTILITIES, SURCHARGE LOADS OR GEOTECHNICAL PARAMETERS MAY AFFECT WALL DESIGN REQUIREMENTS. RED ONE ENGINEERING SHALL BE NOTIFIED OF ANY SUCH CHANGES TO DETERMINE IF WALL DESIGN MODIFICATIONS ARE NEEDED.

2. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHOR BLOCK AND MIRAGRID REINFORCEMENT PRODUCTS. ABSOLUTELY NO SUBSTITUTIONS ALLOWED.

3. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. M3

CIVIL ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS.

4. IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE DONE BY THE SITE CIVIL ENGINEER OR

SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THE ENGINEER OF RECORD. SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL RETAINING

WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE ENGINEER OF RECORD OR THE SEGMENTAL RETAINING WALL CONTRACTOR.

5. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE SEGMENTAL RETAINING WALLS WERE MEASURED FROM THE GRADING PLAN REFERENCED ABOVE. IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, THE

ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED AFTER THE REVIEW, AND MAY TAKE UP TO TEN BUSINESS DAYS TO COMPLETE.

6. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE.

18.0 ICC REPORT
ALLAN BLOCK WALL SYSTEM APPROVED FOR USE WITH MIRAFI GEOGRID IN ICC-ES EVALUATION REPORT ESR-4206

19.0 APPLICABLE BUILDING CODE
ALL DESIGN CONSTRUCTION SHALL CONFORM TO THE 2022 CBC AND ASCE 7-16.

5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALIFICATIONS

1. THE WALL CONTRACTOR SHALL DOCUMENT COMPLIANCE WITH THE FOLLOWING EXPERIENCE REQUIREMENTS:

2. A MINIMUM OF FIVE YEARS IN WHICH THE CONTRACTOR HAS BUILT SEGMENTAL RETAINING WALLS WITH A TOTAL FACE AREA NO LESS THAN 250,000 SQUARE FEET.

3. CONSTRUCTION OF A MINIMUM OF 25,000 SQUARE FEET WITH THE SPECIFIED ANCHOR BLOCK UNITS.

4. CONSTRUCTION OF AT LEAST FIVE SEGMENTAL RETAINING WALLS OF A SIMILAR HEIGHT AND SIZE AS THOSE SPECIFIED HEREIN.

16.0 SUBMITTALS

1. THE GEOTECHNICAL ENGINEER SHALL SUBMIT VERIFICATION TO M3 CIVIL ENGINEERING PRIOR TO THE START OF SEGMENTAL WALL CONSTRUCTION THAT ALL SOILS PROPOSED FOR CONSTRUCTION MEET THE REQUIREMENTS OF THIS SPECIFICATION.

M3 CIVIL ENGINEERING, INC.

PO BOX 923
OCEANSIDE, CA 92049
760-802-1772 [email protected]
08/08/2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET RW-0.01
08/08/2025

TITLE SHEET AND NOTES
8/8/2025 8:04:54 AM
44-59
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
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ALLAN BLOCK RETAINING WALL PLANS
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I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, LIMITED TO WORK

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EXPIRES 09-30-25
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M3 CIVIL ENGINEERING, INC.

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PO BOX 923
OCEANSIDE, CA 92049
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08/08/2025

VETERANS MEMORIAL PARK
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08/08/2025

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PO BOX 923
OCEANSIDE, CA 92049
760-802-1772 [email protected]
08/08/2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET RW-2.02

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8/8/2025 8:06:09 AM
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THIS PLAN HAS BEEN REVIEWED BY
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ALLAN BLOCK RETAINING WALL PLANS FOR:

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INC. FOR CONFORMANCE WITH

OFESON APPLICABLE GEOTEHNICAL REPORTS FOR
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Jasow CAut
JASON S. GELDERTNo. 68429 THE ACCURACY OF DIMENSIONS!
MEASUREMENTS, CALCULATIONS, OR AN ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26 DATE PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALOFCALY? CUP2021-0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

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to
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vC 50
I I I I I I I I —I I I I I I I ll I I
Jo
—
35 1 (T m
3 7018555
—
— _____
295
Jo 85JoJo Jo JoJo
—
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i 2
IIII
i 2
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i 2
—

I I I I I I I I O
—
i i II_ r - i I—* • i - v v v vno — IVI i i - —gel"
TO GEOTECHNICAL ASPECTS OF THE PLAN /so8 K
ONLY. WE MAKE NO REPRESENTATION AS/5
TO THE ACCURACY OF DIMENSIONS8(° No 2364
.uYoo

AB CAP UNIT

AB EUROPA UNIT
MIRAFI GRID 5XT

FINISH GRADE

FENCE WHERE GRADE
CHANGE > 30”
EE I [l । I । IJl । । | । |
TYPICAL ALLAN BLOCK WALL SECTION - 2:1 SLOPE

NOT TO SCALE
A
57 TYPICAL ALLAN BLOCK WALL SECTION - LEVEL BACKFILL

NOT TO SCALE
B
57 TYPICAL ALLAN BLOCK WALL SECTION - 2:1 SLOPE AT BASIN

NOT TO SCALE
C
57 TYPICAL ALLAN BLOCK WALL SECTION - LEVEL BACKFILL AT BASIN

NOT TO SCALE
D
57 M3 CIVIL ENGINEERING, INC.

PO BOX 923
OCEANSIDE, CA 92049
760-802-1772 [email protected]
08/08/2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET RW-3.01

TYPICAL WALL SECTIONS
8/8/2025 8:11:04 AM
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
63 PER PRUFILE
2:1 MAX. SLOPE
V22AKK2

FINISHED GRADE
22222 2055520
‘ BENCH
A
22222
A
A
• 4°*
A
A
—-1‘
A

SITE SOIL A
A
I
r 7
A
A
4: • V
A

EXISTING/FINISHED GRADE
AAl
EXISTING/FINISHED GRADE 60
°Al4: < 7
I
A
2:1 MAX. SLOPE
2050555222

FINISHED GRADE
222222 20205520
LA.

A
4222 _
_
—-1‘
A

WATER SURFACEA A
1SITE SOIL_ _

BASIN SURFACE
T22
I
r _
WATER SURFACE _
Ile
A

BASIN SURFACE
_
6” MIN.--------
A
_
60 0
6" MIN.------- -
A

SHEETSSHEET

THIS PLAN HAS BEEN REVIEWED BY
NCE
ALLAN BLOCK RETAINING WALL PLANS FOR:

SOUTHERN CALIFORNIA GEOTECHNICAL,
INC. FOR CONFORMANCE WITH
OFESON
GR2023-0042Yo
JASON S. GELDERTNo. 68429
TO THE ACCURACY OF No. 2364

MEASUREMENTS, CALCULATIONS, OR AN
RCE 63912 EXPIRES 9/30/26 DATEPORTION OF THE .SIGN
PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL CUP2021-0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

APPLICABLE GEOTEHNICAL REPORTS FOR
THE PROJECT SITE. REVIEW WAS LIMITED

TO GEOTECHNICAL ASPECTS OF THE PLAN
REVIEWED BY:

DATE 4/3/2025

STUP FILTER FABRIC WRAP

ABUVE I' FREEBUARD LINE

STUP FILTER FABRIC WRAP
ABUVE 1' FREEBUARD LINE

ALLAN BLUCK

EURUPA UNIT

ABBEY BLEND
(6° BATTER)

ALLAN BLUCK

EURUPA UNIT

ABBEY BLEND
(6° BATTER)

ALLAN BLUCK

EURUPA UNIT

ABBEY BLEND
(6° BATTER)

ALLAN BLUCK

EURUPA UNIT

ABBEY BLEND
(6° BATTER)
BASIN
BUTTUM
BASIN
BUTTUM

MIRAFI MON FILTER

FABRIC WITH I' WRAP
TUP AND BUTTUM (TYP.)

MIRAFI MON FILTER

FABRIC WITH I' WRAP
TUP AND BUTTUM (TYP.)
DWN BY:

CHKD BY:

RVWD BY:

GEOGRID LENGTH

PER PRUFILE
d V
U *

GEUGRID LENGTH

PER PRUFILE

GEUGRID LENGTH

PER PRUFILE

GEUGRID LENGTH

PER PRUFILE
BOUNDARY nF

REINFORCED ZINE

BOUNDARY UF

REINFORCED ZINE
BOUNDARY nF

REINFORCED ZINE
4" PERFORATED PVC SDR 35 SUBDRAIN.

UUTLET LICATIIN PER PRUFILE.
4' PERFORATED PVC SDR 35 SUBDRAIN.

UUTLET LICATIIN PER PRUFILE.
4" PERFORATED PVC SDR 35 SUBDRAIN.

UUTLET LICATIIN PER PRUFILE.

BOUNDARY UF

REINFURCED ZINE
4" PERFORATED PVC SDR 35 SUBDRAIN
WRAPPED IN 1 CU. FT/FT GRAVEL
AND MIRAFI MON FILTER FABRIC.

UUTLET LUCATIUN PER PRUFILE.
(WHERE H>8‘ UNLY)
4" PERFORATED PVC SDR 35 SUBDRAIN
WRAPPED IN 1 CU. FT/FT GRAVEL
AND MIRAFI MON FILTER FABRIC.

UUTLET LUCATIUN PER PRUFILE.
(WHERE H>8' UNLY)
4" PERFORATED PVC SDR 35 SUBDRAIN
WRAPPED IN 1 CU. FT/FT GRAVEL
AND MIRAFI MON FILTER FABRIC.

UUTLET LUCATIUN PER PRUFILE.
(WHERE H>8' UNLY)

BOUNDARY UF IMPORT

AND SITE SUIL

BOUNDARY UF IMPORT

AND SITE SUIL

WALL HEIGHT (H)

PER PRUFILE

BRUW DITCH PER

GRADING PLAN

WALL HEIGHT (H)

PER PRUFILE

WALL HEIGHT (H)

PER PRUFILE
4" PERFORATED PVC SDR 35 SUBDRAIN
WRAPPED IN 1 CU. FT/FT GRAVEL
AND MIRAFI MON FILTER FABRIC.

UUTLET LUCATIUN PER PRUFILE.
(WHERE H>8' UNLY)

WALL HEIGHT (H)

PER PRUFILE
15 BW ELEV.

PER PRUFILE
BW ELEV.

PER PRUFILE
TW ELEV.

PER PRUFILE
BW ELEV.

PER PRUFILE
6" X 24" CRUSHED RUCK

LEVELING PAD
TW ELEV.

PER PRUFILE
C
&
A
4:4
- al
- 44
TW ELEV.

PER PRUFILE

RETAINED SUIL
(IMPURT)

RETAINED SUIL
(IMPURT)
___ X
- 4
A

IMPERMEABLE LINER

BETWEEN THE BASIN MEDIA

AND THE RETAINING WALL
TU I' FREEBUARD LINE.

ATTACH PER SDD-127.
6" X 24" CRUSHED RUCK

LEVELING PAD
__ X • 44

IMPERMEABLE LINER

BETWEEN THE BASIN MEDIA

AND THE RETAINING WALL
TU I' FREEBUARD LINE.

ATTACH PER SDD-127.
6" X 24" CRUSHED RUCK

LEVELING PAD

ALLAN BLUCK

CAP UNIT

ALLAN BLUCK

CAP UNIT

ALLAN BLUCK

CAP UNIT
6" X 24" CRUSHED RUCK

LEVELING PAD

ALLAN BLUCK

CAP UNIT
(.CIvIs S50F CALN
DIMENSIONSgO

REINFURCED SUIL
(IMPURT)

REINFURCED SUIL
(IMPURT)
APPROVED:

Jasou tAut

ENGINEERING MANAGER

REINFURCED SUIL
(IMPURT)
24" WIDE
3/4" CRUSHED RUCK

FOUNDATION SUIL
(SITE)

RETAINED SUIL
(SITE)

RETAINED SUIL
(SITE)
FOUNDATION sniL
(SITE)

FOUNDATION SUIL
(SITE)
24" WIDE
3/4" CRUSHED RUCK
PPpMinfn DAYLIGHT
24" WIDE
3/4" CRUSHED RUCK
24" WIDE
3/4" CRUSHED RUCK
PPMinf n DAYLIGHT
r
1 im /
♦ j
ONLY. WE MAKE NO REPRESENTATION AS/5‘”
___ A
• 4‘s
CLN W —im
___ X
• 4‘s

CITY OF CARLSBAD

ENGINEERING DEPARTMENT
1 l'
I
.OFESSo, oKM/K.
“orecwOr $oFcAUFOY

OUTSIDE CURVE DETAIL

NOT TO SCALE
G
58 INSIDE CURVE DETAIL

NOT TO SCALE
F
58 AB EUROPA ABBEY BLEND BLOCK DETAILS

NOT TO SCALE
E
58 M3 CIVIL ENGINEERING, INC.

PO BOX 923
OCEANSIDE, CA 92049
760-802-1772 [email protected]
08/08/2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET RW-3.02

CONSTRUCTION DETAILS
8/8/2025 8:11:09 AM
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
64 EEs
/ X /
X /X /

X / X /

TWO COURSE PATTERN

1.469 ft 1.469 ft0.735 ft0.735 ft
0 0.875 ft 0.875 ft0.875 ft0.875 ft
V
%a
1 4

0.635ft a,4.
4x.

0.317fta 0.635ftf A
A< .'f.

0.317fty 0.875 ft0.735 ft0.875 ft0.735 ft1.469 ft 1.469 ft

0.875 ft 0.875 ftL
4 WALL RICK F
12 in
• .$
.4
H/2

4. TRIM REINFORCEMENT TO FIT
CURVE. MINIMUM GRID LENGTH %
TO MATCH DESIGN LENGTH A i 4
ay
A
AD —
H/2
4/.

ALLAN BLOCK UNIT
1-

4. SHEETSSHEET

THIS PLAN HAS BEEN REVIEWED BY
NCE
ALLAN BLOCK RETAINING WALL PLANS FOR:

SOUTHERN CALIFORNIA GEOTECHNICAL,
INC. FOR CONFORMANCE WITH

OFES ON
GR2023-0042Yo
JASON S. GELDERTNo. 68429
TO THE ACCURACY OF No. 2364
MEASUREMENTS, CALCULATIONS, OR AN RCE 63912 EXPIRES 9/30/26 DATEPORTION OF THE SIGN © PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL CUP2021—0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

WALL ROCK DEPTH

VARIES IN CURVE

APPLICABLE GEOTEHNICAL REPORTS FOR
THE PROJECT SITE. REVIEW WAS LIMITED

TO GEOTECHNICAL ASPECTS OF THE PLAN
REVIEWED BY:

DATE 4/3/2025
3* OF SOIL REQUIRED BETWEEN
□VERLAPPING REINFORCEMENT

TO AVOID GEOGRID CONTACT
DWN BY:

CHKD BY:

RVWD BY:
d V
U *
DOVER

ISOMETRIC VIEW

ADDITIONAL WALL

ROCK TO EXTEND
H/2

PRINCIPAL

REINFORCEMENT

DIRECTION

PRINCIPAL

REINFORCEMENT

DIRECTION

PRINCIPAL

REINFORCEMENT

DIRECTION

BORDEAUX

PLAN VIEW

BARCELONA

PLAN VIEW

BARCELONA

ISOMETRIC VIEW

ALLAN BLOCK

UNIT WITH BACK

WINGS REMOVED
'5
EUROPA

SECTION VIEW

PALERMO

ISOMETRIC VIEW

BORDEAUX

ISOMETRIC VIEW
C
&

PALERMO

PLAN VIEW
A

ADDITIONAL REINFORCEMENT LAYER

PLACED NEXT COURSE ABOVE

SPECIFIED REINFORCEMENT

ELEVATION TO ELIMINATE GAPS

SPECIFIED REINFORCEMENT

ELEVATION
DOVER

PLAN VIEW
4 TRIM REINFORCEMENT TD —
FIT CURVE. MINIMUM

GRID LENGTH TO MATCH

DESIGN LENGTH -
(.CIvIs S50F CALN
ONLY. WE MAKE NO REPRESENTATION AS/A APPROVED:

Jasou AtAut

ENGINEERING MANAGER
(6. .cY r
TecHUs"

OF CALO
aeHB
DIMENSIONSgO Fi [i n
)y )

CITY OF CARLSBAD

ENGINEERING DEPARTMENT

LEVELING PAD STEP DETAIL

NOT TO SCALE
I
59 DETAIL OF FENCE POST INSTALLATION USING SLEEVE-IT™

NOT TO SCALE
J
SLEEVE-IT™
(12"Ø X 24") DEEP
BLOCK
UNIT
42" MIN. SAFETY RAILING

WHERE REQUIRED

REINFORCED

BACKFILL ZONE

CAP UNIT

SET POSITION OF

SLEEVE IMMEDIATELY

BEHIND TOPMOST
BLOCK UNIT.

FILL SLEEVE WITH

CONCRETE, SET
FENCE POST.

GEOGRID

CUT THE GEOGRID

AROUND THE
SLEEVE-IT™ SYSTEM

AS NECESSARY

PERFORATED LID
POCKET
TOWER
BASE
FEET

UNIT BACK
59 ™ ™

GEOGRID/BLOCK CONNECTION DETAIL

NOT TO SCALE
H
59 CUT GEOGRID AROUND

STORM DRAIN PIPE
12" MAX. DIA. THIS PROJECT

CUT SLIT IN GEOGRID TO ALLOW

MATERIAL TO LAY DOWN BEHIND

STRUCTURE

MSE WALL
BLOCK
10° MAXIMUM
10° MAXIMUM

STORM DRAIN PIPE
STORM DRAIN PIPETYP. MSE WALL
TYP. GEOGRID LAYER
TYP. GEOGRID LAYERTYP. MSE WALL

HORIZONTAL STORM DRAIN IN REINFORCED ZONE

NOT TO SCALE
L
59 VERTICAL STORM DRAIN IN REINFORCED ZONE

NOT TO SCALE
K
59 SAWCUT BLOCK UNITS
TO WITHIN 1/2" OF PIPE
TYP. MSE WALL
SAWCUT

BLOCK UNITS

TO WITHIN
1/2" OF PIPE

CUT GEOGRID AROUND

STORM DRAIN PIPE

GEOGRID BEYOND

EACH SIDE OF PIPE

STORM DRAIN THROUGH FACE OF WALL

NOT TO SCALE
M
59 M3 CIVIL ENGINEERING, INC.

PO BOX 923
OCEANSIDE, CA 92049
760-802-1772 [email protected]
08/08/2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET RW-3.03

CONSTRUCTION DETAILS
8/8/2025 8:11:14 AM
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
65 T
227

2. 2.
ni2. 2. 2.

I
‘A

2. 4
‘f
°Al
4 I —
T T T

I I I I
I
1 —
I 5
i—

SHEETSSHEET

THIS PLAN HAS BEEN REVIEWED BY
NCE
ALLAN BLOCK RETAINING WALL PLANS FOR:

SOUTHERN CALIFORNIA GEOTECHNICAL,
INC. FOR CONFORMANCE WITH
OFESON
GR2023-0042Yo
JASON S. GELDERTNo. 68429 TO THE ACCURACY OF No. 2364MEASUREMENTS, CALCULATIONS, OR AN RCE 63912 EXPIRES 9/30/26 DATEPORTION OF THE SIGN © (6. .cY r A°recHU 5a. — A. cO C PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALOF CALYO CUP2021-0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL o-0-0-d
8" MIN. BLOCK AND

GEDGRID OVERLAP
8" MIN. BLOCK AND

GEDGRID OVERLAP

APPLICABLE GEOTEHNICAL REPORTS FOR
THE PROJECT SITE. REVIEW WAS LIMITED

TO GEOTECHNICAL ASPECTS OF THE PLAN
REVIEWED BY:

DATE 4/3/2025
5 DWN BY:

CHKD BY:

RVWD BY:

GEDGRID

REINFORCEMENT

GEDGRID

REINFORCEMENT
d V
U *
I 5
(.CIvIs S50F CALN
C
&
(
A
6" MIN. CRUSHED RDCK

LEVELING PAD
DIMENSIONS. CI LU I

ALLAN BLOCK
UNIT

ALLAN BLOCK
UNIT
THE SLEEVE-IT PRODUCT SHALL BE SPACED NO FARTHER APART THAN 8’ ON CENTER. USE OF THE SLEEVE-IT SYSTEM IS LIMITED TO THE FOLLOWING FENCING APPLICATIONS WITHOUT CONSIDERATION OF WIND LOAD:
- 8—FOOT HIGH AND UNDER CHAIN LINK FENCES
- 6—FOOT HIGH AND UNDER WOOD FENCE WITH GAPS BETWEEN BOARDS - 6—FOOT HIGH AND UNDER BALUSTRADED PVC, STEEL, ALUMINUM OR WROUGHT IRON FENCES.

FOR OTHER FENCING SYSTEMS SPECIFICALLY NOT MEETING THESE CRITERIA, CONTACT STRATA SYSTEMS INC., TO DETERMINE SUITABILITY. 1 (800) 680-7750 OR EMAIL [email protected] APPROVED:.

Jasou tAut

ENGINEERING MANAGER
I
I
___
imI33
♦ j
ONLY. WE MAKE NO REPRESENTATION AS/8‘”
24" MIN. 3/4"

CRUSHED RDCK
24" MIN. 3/4"

CRUSHED RDCK
onOFESSo, ' —(K.M

CITY OF CARLSBAD

ENGINEERING DEPARTMENT
tF7
. 2.

A
//
A
10'
10'
075150300
SCALE: 1" = 150'
S
E
LEGEND

WATERSHED BOUNDARY

BMP BASIN SIGNAGE

1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND/OR THESE PLANS.

2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER.

3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER.

4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF

HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION.

BMP NOTES:

PARTY RESPONSIBLE FOR MAINTENANCE:

NAME

ADDRESS
PHONE NO.

CONTACT

5. REFER TO MAINTENANCE AGREEMENT DOCUMENT.

6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION.

BMP CONSTRUCTION AND INSPECTION NOTES:

THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED

AND OPERATING IN COMPLIANCE WITH THE APPLICABLE
REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE:

1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS

PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND
AT FINAL INSTALLATION.

2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS

ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS
OF THE APPROVED PLANS.

3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER
QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED.

PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE

FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED

OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE
APPROVAL OF THE CITY ENGINEER.

A
1 2
BC
D
E
F
G
H
L
I
J
K
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
2TYP.
2TYP.
2TYP.
2 TYP.

CATCH BASIN STENCILING

BIOFILTRATION AREA WITH UNDERDRAIN

CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT
799 PINE AVE. SUITE 200
CARLSBAD, CA 92008
442-339-2826
T.B.D.

BROOKS PRODUCTS 3636

CATCH BASIN AND GRATE
3'
3:1 SLOPEMAX.
- SEE PLAN
6" PERFORATED PVC PIPE @ 0% SLOPE
5-FEET O.C.
- PLACE PERFORATIONS DOWN

PONDING DEPTH - E

VARIES - SEE PLAN FOR SHAPE
18" DEPTH 3/4" CLEAN

CRUSHED ROCK
- ANGULAR
24" MIN. DEPTH OF ENGINEERED
SOIL
3"

SOILS MEDIA

DEPTH - A
(18" MIN.)GRAVEL DEPTH - B
3" STANDARD SHREDDED AGED

HARDWOOD MULCH
3"

SURFACE
ELEV. PER
PLAN

PER PLAN
BOT. ROCK ELEV. PER PLAN

IMPERMEABLE LINER

IMPERMEABLE LINER
- 30 MIL (MIN.)

ALLAN BLOCK

WALL WHERE

SHOWN ON PLAN
12" FREEBOARD
4" DEPTH CLEAN WASHED

PEA GRAVEL

EXCAVATED SLOPE
1:1 MAX.

FLOW CONTROL OUTLET FOR

HYDROMODIFICATION - C

SEE DETAIL AND TABLE ON
SHEET C-0.08 FOR

HYDROMODIFICATION

OUTLETS FOR BASINS BC, E,

F, AND H

RISER DEPTH - D

SURFACE DEPTH - F
FILTER FABRIC MARAFI 140 N OR

APPROVED EQUAL ABOVE GRAVEL

SUBDRAIN

PER PLAN

COMPACTED SUBGRADE PER SOILS

ENGINEER RECOMMENDATION
2'2'
1'
LINER

TERMINATION

ON SLOPE

BMP TABLE
BMP ID BMP TYPESYMBOLCASQA NO. QUANTITYDRAWING NO.SHEET NO.(S)INSPECTION

FREQUENCY

MAINTENANCE

FREQUENCY

HYDROMODIFICATION AND TREATMENT CONTROL
A-L BIOFILTRATIONBF-112 EADWG. 546-1AC-1.01-C-1.20 SEMI-ANNUALLYANNUALLY LOW IMPACT (L.I.D.) BMPs
1PERVIOUS PAVEMENT
OR D.G.TC-10191,680 SFDWG. 546-1AC-1.01-C-1.20 SEMI-ANNUALLYANNUALLY

SOURCE CONTROL
2STENCILS

NO DUMPING -

DRAINS TO

WATERWAYS
SD-134 EADWG. 546-1AC-1.03, C-1.08,
C-1.15SEMI-ANNUALLY

AS NEEDED OR

AT MINIMUM
EVERY 5 YEARS

LANDSCAPE AMENDED AREA
3 AMENDED SOILN/A23.3 ACRESDWG. 546-1AC-1.01-C-1.20 SEMI-ANNUALLY AS-NEEDED 3 3
3 3 3 3

WHITMAN
WAY
CANNON RD.

TOLKIEN WAY
FARADAY AVE.

NOTE TO CONTRACTOR:

THE ENGINEER OF RECORD (civTEC) WILL NEED TO VERIFY THAT THE BMPS HAVE BEEN CONSTRUCTED AND ARE OPERATING PER PLANS - SEE SHEET 60. CONTRACTOR SHALL TAKE

PHOTOGRAPHS OF THE INSTALLATION PRIOR TO CONSTRUCTION, DURING CONSTRUCTION,

AND AT FINAL INSTALLATION, ALONG VERIFICATION OF OPERATION AND PERMANENT SIGNAGE AND PROVIDE TO THE ENGINEER OF RECORD (civTEC).

AREAS TO BE RE-TILLED AND AMENDED TO MEET THE CRITERIA OF THE FACT

SHEET, SD-F, WITHIN APPENDIX E OF THE CITY OF CARLSBAD BMP MANUAL NOTE TO CONTRACTOR:

FINE GRADING NOTE:

ALL LANDSCAPED AREAS (BOTH SLOPED AND NON-SLOPED AREAS),

INCLUDING THOSE AREAS TO BE HYDROSEEDED, SHALL RECEIVE A MINIMUM 6” LAYER OF AMENDED SOIL TO PRODUCE FINAL FINISH GRADE REQUIREMENT. PROPOSED LANDSCAPE AREAS INCLUDING

AREAS TO BE GRADED OR THAT HAVE BEEN DISTURBED BY

CONSTRUCTION THAT ARE THE BE PLANTED AS SHOWN ON THE

DRAWINGS REQUIRE AMENDED SOIL ACROSS THE ENTIRE PLANTING AREA. SUB-GRADE SHALL BE CROSS-RIPPED OR CULTIVATED TO A DEPTH OF 10” UNTIL THE ENTIRE 10” DEPTH IS LOOSE AND FRIABLE.

PLACE THREE INCHES OF AMENDED SOIL UNIFORMLY OVER

SUB-GRADE AND THOROUGHLY CULTIVATE BEFORE PLACING
REMAINING TOPSOIL. PLACE SOIL AND BRING TO A SMOOTH, EVEN GRADE. SEE SOIL SPECIFICATION SECTION FOR REQUIREMENTS.

CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

SINGLE SHEET BMP EXHIBIT
SHEET SSBMP-1
3 3
3 3
3 3
3 3
3 JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
66 Jesse Sanchez 10/9/25
7 V All BMP signage shall be installed fox each structural BMP basin (INF-1, INF-2, PR-1, and BF-1).

INO DUMPING smaller than 18” by 12” (landscape orientation), constructed of durable J materials, permanently mounted and in a visible location.

ASPH ASPH
*
ASPH
DRAINS TO OCEAN5 "Y6.
do0
24”
- -
x
‘(O
O
P
V©
o
)1
zo
8 o
o
o
|||iII—IEO
IS [O
Oo O
A
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G, L*MMMMXAA22R**RR*********A***H — — — — — — — HAHHHHCT'Si I HI =n Bl
0 III)) 1— — =11HIEn
o
I |||— =11s((
I _ I _ I
_ ___I 2
V (
JW

C C C C C C C C C C C C C C
JC(WWA
C
W

C C C C C C C C C C C C C C C C
)
f7t
()
0 T
O
/
O o O O o

JESSE SANCHEZ SHEETSSHEET

BUILDING OFFICIAL DATE
GRADING PLANS FOR:

GR2023-0042
O E
RCE 63912 EXPIRES 9/30/26ENGINEERING MANAGER DATE
t PROJECT NO. DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021—0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL DWN BY:

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KEEPING OUR WATERWAYS CLEAN

MAINTAIN WITH CARE-NO MODIFICATIONS WITHOUT AGENCY APPROVAL

PERMANENT WATER QUALITY

TREATMENT FACILITY
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CITY OF CARLSBAD

ENGINEERING DEPARTMENT

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

BIKE PARK - GENERAL NOTES

ALL TRACK AND TRAIL CONSTRUCTION SHALL COMPLY WITH THE

SPECIFICATIONS, DRAWINGS, REQUIREMENTS, AND DESIGN INTENT PRESCRIBED IN THE CONSTRUCTION AND CONTRACT DOCUMENTS.

ADDITIONAL RESOURCES INCLUDE "TRAIL SOLUTIONS" (2004) AND "MANAGING MOUNTAIN BIKING" (2007). MODIFICATIONS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE.

1. COMPLETED PRODUCTS SHALL REFLECT PROFESSIONAL

WORKMANSHIP IN APPEARANCE, QUALITY, AND ATTENTION TO
DETAIL. TRAILS AND FEATURES SHALL BE WELL INTEGRATED INTO

SITE, AESTHETICALLY PLEASING IN APPEARANCE, AND

WELL-SHAPED, CRAFTED, AND FINISHED ACCORDING TO

COMMONLY ACCEPTED BEST PRACTICES FOR HIGH QUALITY AND
SUSTAINABLE MOUNTAIN BIKING TRAILS. WORK MUST BE

COMPLETED TO THE SATISFACTION OF THE OWNER'S
REPRESENTATIVE.

2. SHOULD THE CONTRACTOR DISCOVER DISCREPANCIES IN THE

SPECIFICATIONS, THE MATTER SHALL BE AT ONCE BROUGHT TO

THE ATTENTION OF THE OWNER'S REPRESENTATIVE, AND THE
DISCREPANCIES CORRECTED BEFORE PROCEEDING FURTHER.

3. BIKE PARK CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

COORDINATION WITH GENERAL CONTRACTOR AND
SUBCONTRACTORS AS REQUIRED TO COMPLETE ALL OPERATIONS.

4. TEST RIDING: BIKE PARK CONTRACTOR SHALL THOROUGHLY TEST

RIDE ALL TRAILS AND TRAIL FEATURES BY BIKE WITH

APPROPRIATE EXPERT RIDER, TO ENSURE THE SPECIFIED RIDING

EXPERIENCE, DESIGN, FLOW, RHYTHM, CHARACTER, DIFFICULTY, AND SPECIFICATIONS ARE MET. TESTING SHALL BE PERFORMED

DURING THE TRACK / TRAIL ALIGNMENT AND TRACK / TRAIL

FEATURE LOCATION PROCESS, AS WELL AS DURING

CONSTRUCTION AND FOLLOWING CONSTRUCTION, TO THE EXTENT

POSSIBLE AND IN CONSULTATION WITH OWNER'S
REPRESENTATIVE. TRACK / TRAILS AND FEATURES SHALL BE

MODIFIED AND CORRECTED AS NECESSARY UNTIL PERFORMANCE
SPECIFICATIONS ARE MET.

5. BIKE PARK CONTRACTOR SHALL LEAVE TRACKS AND THE

ADJACENT AREA IN A FINISHED AND NATURAL-LOOKING CONDITION

AND MINIMIZE DISTURBANCE TO PERMANENT EXISTING

VEGETATION TO THE EXTENT POSSIBLE IN COORDINATION WITH

GENERAL CONTRACTOR, TOPSOIL SPREADING, AND IRRIGATION
AND LANDSCAPE INSTALLATION.

6. ALL EXCAVATED MATERIAL GENERATED DURING BIKE PARK

CONSTRUCTION MUST BE USED IN THE TRACK / TRAIL, OR

DISPERSED AND BLENDED INTO SURROUNDING TERRAIN, OR
REMOVED. NO PILES OF EXCAVATED MATERIAL GREATER THAN 6
INCHES DEPTH SHALL BE LEFT BEHIND.

7. THE BIKE PARK CONTRACTOR SHALL BE RESPONSIBLE FOR FINE

GRADING AND POSITIVE DRAINAGE AWAY FROM ALL TRAILS AND
TRAIL FEATURES. NO IMPOUNDMENTS NOR PONDING OF SURFACE
WATER SHALL BE ALLOWED.

BIKE PARK - PERFORMANCE NOTES

1. ALIGNMENTS
A. THE BIKE PARK PLANS ARE DIAGRAMMATIC AND DO NOT

REFLECT AN EXACT FINAL ALIGNMENT OR DIMENSION FOR EACH

TRACK / TRAIL, TRACK / TRAIL IMPROVEMENT, ARMORING, OR
FEATURE. ALL TRACK / TRAIL IMPROVEMENT LOCATIONS AND
DIMENSIONS ARE APPROXIMATE.

B. BIKE PARK CONTRACTOR SHALL CREATE AN EXACT FINAL

ALIGNMENT AND LOCATION FOR EACH TRAIL / TRACK AND TRAIL / TRACK FEATURE. THE ALIGNMENTS AND LOCATIONS SHALL

MEET APPROPRIATE SPECIFICATIONS AS PROVIDED IN THE
CONSTRUCTION DOCUMENTS. TRAIL / TRACK ALIGNMENTS MUST
BE FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.

C. THE ALIGNMENT, LOCATION, DESIGN, AND CONSTRUCTION OF

EACH INDIVIDUAL TRACK / TRAIL SHALL CONFORM TO THE

SPECIFICATIONS, INTENT, CHARACTER, AND DESCRIPTION FOR

THAT SPECIFIC TRACK / TRAIL AS DESCRIBED IN THE
CONSTRUCTION DOCUMENTS.

D. IF CONFLICTS ARISE IN TRACK / TRAIL ALIGNMENTS, FEATURES,

ARMORING, VEGETATION, LANDSCAPING, IRRIGATION, AND/OR

OTHER ITEMS, BIKE PARK CONTRACTOR IS REQUIRED TO

IMMEDIATELY CONTACT OWNER'S REPRESENTATIVE FOR
RESOLUTION BEFORE PROCEEDING.

E. THE BIKE PARK CONTRACTOR SHALL WORK WITH THE OWNER'S

REPRESENTATIVE TO IDENTIFY THE NEED TO FURTHER REFINE

OR ADJUST CONSTRUCTION NOTES, LOCATION OR TYPES OF

TRACKS OR FEATURES, AND MAKE MINOR ADJUSTMENTS AT
THE TIME OF CONSTRUCTION.

2. TECHNICAL TRAIL FEATURES (TTF)

THE FEATURE PLANS ARE DIAGRAMMATIC AND DO NOT REFLECT AN

EXACT FINAL ALIGNMENT, LOCATION, OR DIMENSION FOR EACH
FEATURE. THE BIKE PARK CONTRACTOR SHALL DETERMINE EXACT

FINAL LOCATION AND DIMENSION OF ALL TTFS BASED UPON FINAL

TRACK / TRAIL ALIGNMENT, TRACK / TRAIL FLOW, CHARACTER, DIFFICULTY, AND SURROUNDING TERRAIN. IT IS THE BIKE PARK

CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT FINAL
DIMENSIONS OF TTFS (HEIGHT, LENGTH, RADIUS, WIDTH, ETC.) FLOW

APPROPRIATELY WITH THE SPEED OF TRAVEL, OTHER FEATURES
AND SURROUNDING TRAILS.

3. TURNS

TURNS ON THE TRACK / TRAIL SYSTEM SHALL BE CAMBERED,

BANKED, OR BERMED AS NECESSARY ACCORDING TO THE

SPECIFICATIONS, DRAWINGS, INTENDED RIDING EXPERIENCE, TRAIL FLOW, TRAIL SPEED, AND DIFFICULTY. TURN CONSTRUCTION SHALL

BE INCIDENTAL TO THE UNIT RATE FOR TRACK / TRAIL
CONSTRUCTION.

4. VERTICAL UNDULATIONS

THE TRAILS / TRACKS SHOULD HAVE VERTICAL UNDULATIONS SUCH

AS ROLLERS, JUMPS, GRADE REVERSALS, AND DIPS AS NECESSARY

ACCORDING TO THE SPECIFICATIONS, DRAWINGS, INTENDED RIDING EXPERIENCE, TRAIL FLOW, TRAIL SPEED, AND DIFFICULTY. SUCH

VERTICAL UNDULATIONS SHALL BE INCIDENTAL TO THE UNIT RATE FOR TRACK / TRAIL CONSTRUCTION.

5. COMPACTION

ALL TRACK / TRAIL SUB GRADES, TRACK TREADS, TRACK / TRAIL

SURFACING MATERIALS, BACKSLOPES, ROLLERS, BERMS, FILL, AND

TERRAIN ENHANCEMENTS SHALL BE COMPACTED PER GEO-TECH

REPORT RECOMMENDATIONS ACCORDING TO COMMONLY

ACCEPTED BEST PRACTICES AND IN A MANNER THAT WILL SUPPORT THE INTENDED USE.

1. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED

ON INFORMATION FROM THE ELECTRONIC SURVEY PROVIDED BY
THE CITY. THE CONTRACTOR SHALL NOTIFY UNDERGROUND

SERVICE ALERT AND THE PROPER LOCAL AUTHORITIES OR

RESPECTIVE UTILITY COMPANIES T CONFIRM THE LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY

DAMAGE DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE
PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR.

2. CONTRACTOR SHALL VERIFY AND COORDINATE FINISH GRADES WITH RELATED SITE IMPROVEMENTS. CONTRACTOR SHALL

IMMEDIATELY REPORT ANY CONFLICTS OR DISCREPANCIES TO THE BIKE PARK DESIGNER.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING GROUND

ELEVATIONS AND OVERALL TOPOGRAPHY OF THE SITE, AS WELL
AS, ALL SITE DIMENSIONS PRIOR TO START OF CONSTRUCTION.

CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER IN WRITING

OF ANY DIFFERENCES IN TOPOGRAPHY OR SITE DIMENSION THAT DIFFER FROM THOSE SHOWN ON THE PLANS.

4. WRITTEN DIMENSIONS ARE TO TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY BIKE PARK DESIGNER OF ANY
DISCREPANCIES FOUND IN THE FIELD BEFORE MOVING FORWARD.

FAILURE TO GAIN CLARIFICATION FROM BIKE APRK DESIGNER

BEFORE MOVING FORWARD WILL RENDER CONTRACTOR

RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CORRECTING

INSTALLED WORK TO THE SATISFACTION OF THE ENGINEER,

5. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE PROJECT SITE AS NEEDED DURING CONSTRUCTION.

6. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH

ALL APPLICABLE LOCAL, STATE AND / OR LOCAL CODES AND
REGULATIONS.

7. ALL WORK SHALL BE DONE IN ACCORDANCE TO ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND REGULATIONS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND
PROTECTION OF VEHICULAR AND PEDESTRIAN TRAFFIC. ALL

TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH
LOCAL, STATE AND OSHA REGULATIONS.

9. CONTRACTOR SHALL HAVE ALL REQUIRED SUBMITTAL APPROVALS PRIOR TO BEGINNING WORK AND ORDERING MATERIALS.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR TO ANY

SIDEWALK, LAWNS, TREES, PAVING , AND OTHER IMPROVEMENTS

DISTURBED BY CONSTRUCTION OR DEMOLITION ACTIVITIES
PROPOSED HEREIN.

BIKE PARK - CONSTRUCTION NOTES

6. QUANTITIES

FOR ALL SPECIFICATIONS THAT CONTAIN MORE OR LESS QUANTITIES,

IT SHALL BE UNDERSTOOD AND AGREED THAT QUANTITIES LISTED IN

THE SPECIFICATIONS ARE ESTIMATED ONLY AND MAY BE INCREASED

OR DECREASED IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER.

7. SURFACE MATERIAL
A. THE INTENT OF THE SURFACE MATERIAL IS TO COVER THE

EXISTING SOILS WITH A WELL-BALANCED SURFACE THAT

FACILITATES DRAINAGE, COMPACTS WELL, AND THAT

PERFORMS REASONABLY IN BOTH WET AND DRY WEATHER
CONDITIONS. SURFACE MATERIAL SHALL BE INCIDENTAL TO
THE UNIT RATE FOR BIKE PARK CONSTRUCTION. DESIRED
CHARACTERISTICS INCLUDE:

1. DRAINS WELL AND FACILITATES SHEET DRAINAGE

2. STAYS FIRM AND COHESIVE WHEN MOIST

3. STAYS FIRM AND COHESIVE WHEN DRY

4. RESISTS SHEER FORCES CREATED BY BICYCLE TIRES
(CORNERING, BRAKING, AND ACCELERATING)

5. REASONABLY PLIABLE IN ORDER TO SHAPE SURFACE AND

PERFORM MAINTENANCE
B. THE SURFACE MATERIAL MUST BE DEMONSTRATED AND

TESTED IN BOTH WET AND DRY CONDITIONS ON THE SAMPLE

SECTIONS DESCRIBED IN THE BIKE PARK SURFACE MATERIAL
TECHNICAL SPECIFICATIONS. MODIFICATIONS TO THE MATERIAL MAY BE NECESSARY BASED ON THE SAMPLE TEST. OWNER'S

REPRESENTATIVE MUST APPROVE THE MATERIAL BEFORE
ADDITIONAL CONSTRUCTION MAY PROCEED.
386
67 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-0.01
546-1A
Jesse Sanchez 10/9/25

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
PROJECT NO.

CIP 4609
CALL:
811

VETERANS MEMORIAL PARK

BIKE PARK NOTES

SEE SHEETS
BP-1.01
BP-1.10
BP-2.01
BP-2.02
BP-3.01

SEE SHEETS
BP-1.02
BP-1.11
BP-2.03
BP-2.05
BP-3.02

MAIN BIKE PARK ENTRY

PLAZA AND SITE

FURNITURE (REFER TO

LANDSCAPE ARCHITECT
PLANS)

SEATING PLAZA
(REFER TO LANDSCAPE

ARCHITECT PLANS)

SEE SHEETS
BP-1.08
BP-1.17
BP2.18
BP-3.08

SEE SHEETS
BP-1.04
BP-1.13
BP-2.08
BP-2.09
BP-3.04

SEE SHEETS
BP-1.07
BP-1.16
BP-2.15
BP2.16
BP-3.07

SEE SHEETS
BP-1.06
BP-1.15
BP-2.12
BP-2.13
BP-3.06

SEE SHEETS
BP-1.05
BP-1.14
BP-2.10
BP-2.11
BP-3.05

BIKE PARK

LIMIT OF WORK

BIKE PARK

LIMIT OF WORK

BIKE PARKLIMIT OF WORK

BIKE PARK

LIMIT OF WORK

STORM WATER BASIN
'H' (REFER TO CIVIL

AND LANDSCAPE

ARCHITECT PLANS)

SHADE STRUCTURE

AND SITE FURNITURE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

SHADE STRUCTURE

AND SITE FURNITURE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

SHADE STRUCTURE

AND SITE FURNITURE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

SHADE STRUCTURE

AND SITE FURNITURE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

MAINTENANCE GATE

AND PERIMETER

FENCE (REFER TO

LANDSCAPE

ARCHITECT PLANS)

PERIMETER FENCE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

PERIMETER FENCE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

PERIMETER FENCE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

PERIMETER FENCE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

PERIMETER FENCE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

PERIMETER FENCE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

PERIMETER FENCE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

F A R A D A Y A V E N U E

SEE SHEETS
BP-1.03
BP-1.12
BP-2.06
BP-2.07
BP 3.03

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 :
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ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-0.02
546-1A
Jesse Sanchez 10/9/25
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BIKE PARK

LIMIT OF WORK

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BIKE PARK

LIMIT OF WORK
SD-03
SD-01
SD-03
SD-01
SD-03
SD-01
SD-01
SD-03
SD-01
SD-03
SD-03
SD-01
SD-03
SD-02
SD-01
SD-03
SD-02
SD-02
SD-05

BIKE PARK SITE DEVELOPMENT

AND CIRCULATION PLAN LEGEND

SYMBOL DESCRIPTION
MIXED USE CIRCULATION PATHWAY < 5% GRADE
MIXED USE CIRCULATION PATHWAY > 5% GRADE

BIKE TRAIL STAGING AREA
10' WIDE MAINTENANCE / EMERGENCY ACCESS
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STORM WATER BASIN 'H' (REFER TO CIVIL AND

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DIRECTION OF ONE WAY TRAIL FLOW
SD-01
SD-02
SD-03
SD-04
SD-05

BIKE PARK TRAIL SCHEDULE

TRAIL NAME SKILL LEVEL TRAIL WIDTH
FLOW TRAIL 1 (FT1)
FLOW TRAIL 2 (FT2)
FLOW TRAIL 3 (FT3)
FLOW TRAIL 4 (FT4)
JUMP TRAIL 1 (JT1)
JUMP TRAIL 2 (JT2)
GREEN (EASIEST) 8' AND VARIES

BLUE (INTERMEDIATE)

BLACK (ADVANCED)

DOUBLE BLACK (EXPERT)
JUMP TRAIL 3 (JT3)
JUMP TRAIL 3R (JT3R)
JUMP TRAIL 4 (JT4)

GREEN (EASIEST)

BLUE (INTERMEDIATE)

BLACK (ADVANCED)

DOUBLE BLACK (EXPERT)
8' AND VARIES
8' AND VARIES
8' AND VARIES
8' AND VARIES
6' AND VARIES
6' AND VARIES
6' AND VARIES
6' AND VARIES
PUMP TRACK 1 (PT1)
PUMP TRACK 2 (PT2)

DUAL SLALOM COURSE (DS)
6' AND VARIES
8' AND VARIES

GREEN (EASIEST)

ALL SKILL LEVELS
ALL SKILL LEVELS 5' LANES WITH
5' SEPARATION
(15' TOTAL WIDTH)

AND VARIES
0 15 30 60
1" = 30'-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.
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ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-0.03
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Jesse Sanchez 10/9/25
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newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

Note: Not to scale and not for construction reference.

Images are shown to display broader design concept only. 386
70 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-0.04
546-1A
Jesse Sanchez 10/9/25
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P
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SITE FURNISHING LEGEND

SYMBOL DESCRIPTION
SF-01 CONCRETE AMPHITHEATER SEAT

WALLS FOR SPECTATOR SEATING,
SEE 04/BP-5.03.

SHADE STRUCTURE WITH SEATING
(REFER TO LANDSCAPE ARCHITECT
PLANS)

BIKE PARK RULES AND REGULATIONS
SIGN, SEE 02-03/BP-5.03. QUANTITY: 1

PERIMETER FENCING (REFER TO

LANDSCAPE ARCHITECT PLANS)

DUAL SLALOM STAGING AREA

CONCRETE RETAINING WALL, SEE
07/BP-5.03.

RETAINING WALL PER BLOCK

RETAINING WALL PLANS
SF-02
SF-03
SF-04
SF-05
SF-06
SF-07

DOUBLE ROLLER INTO BERM

LEFT BERM

ROLLER SECTION

FINAL UPHILL SPRINT
FINISH LINE CONCRETE 6'START/FINISH LINE - QUANTITY (3) NA

FINISH HILL

N/A N/A N/A

ROLLER SECTION

RIGHT BERM
1-01
1-02
1-03
1-04
1-05
1-06
1-07
1-08

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 DETAILSYMBOL FEATURE 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 FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY AND

GRADING 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 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

BIKE PARK LIMIT OFWORK
SF-04

BIKE PARK LIMIT OF
WORK

STORMWATER BASIN (BASIN
'H') AND GUARDRAIL -

REFER TO CIVIL AND

LANDSCAPE 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

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 FEATURE PLAN - DUAL SLALOM COURSE
DS

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

NOT TO SCALE
NOT TO SCALE03
02 MATCHLINE - SEE BP-1.08
MATCHLINE - SEE BP-1.02
386
71 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.01
546-1A
Jesse Sanchez 10/9/25
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JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
[
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VETERANS MEMORIAL PARK

BIKE PARK FEA TURE PLAN
i
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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CALL:
811
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BIKE PARK LIMIT OF
WORK

BIKE PARK LIMIT OF
WORK
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 SEAT

WALLS 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

MATERIALSYMBOL FEATURE

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 :
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.

MATCHLINE - SEE BP-1.04
MATCHLINE - SEE BP-1.01
MATCHLINE - SEE BP-1.06

FEATURE PLAN - PUMP TRACK
PT 1 AND PT 2

1" = 10'-0"01
386
72 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.02
546-1A
Jesse Sanchez 10/9/25
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JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
CALL:

Carlsbad 811a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL A9000
00007

TWO WORKING DAYS

BEFORE YOU DIG
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PARKS & RECREATION DEPARTMENT
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FT 1

BIKE PARK LIMIT OF
WORK
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 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 FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY AND

GRADING 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 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
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.

MATCHLINE - SEE BP-1.04
MATCHLINE - SEE BP-1.07
MATCHLINE - SEE BP-1.06
MATCHLINE - SEE BP-1.05
MATCHLINE - SEE BP-1.05
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 SCALE03
02 01
386
73 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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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
<7

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 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 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 FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY AND

GRADING 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 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

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.

MATCHLINE - SEE BP-1.02
MATCHLINE - SEE BP-1.06
MATCHLINE - SEE BP-1.03
MATCHLINE - SEE BP-1.07
MATCHLINE - SEE BP-1.08
MATCHLINE - SEE BP-1.01
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 SCALE
01 02
03 386
74 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 INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO 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
H
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FT 2
FT 1

BIKE PARK LIMIT OF
WORK

BIKE PARK LIMIT OFWORK
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 AND

GRADING 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 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

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 DETAILSYMBOL FEATURE 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 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 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 DETAILSYMBOL FEATURE 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.

MATCHLINE - SEE BP-1.06
MATCHLINE - SEE BP-1.03
MATCHLINE - SEE BP-1.03
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
386
75 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.05
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DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

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SF-09
SF-03
SF-04
4-06
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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 FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY AND

GRADING 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 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

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 DETAILSYMBOL FEATURE 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 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 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

MATCHLINE - SEE BP-1.02
MATCHLINE - SEE BP-1.04
MATCHLINE - SEE BP-1.04
MATCHLINE - SEE BP-1.03
MATCHLINE - SEE BP-1.05
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
01 386
76 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.06
546-1A
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Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
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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 DETAILSYMBOL FEATURE 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 REFLECTION

OF FEATURE SHAPE, NOT FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY AND

GRADING 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
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 DETAILSYMBOL FEATURE 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/ASOIL N/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 DETAILSYMBOL FEATURE 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 SKILLS
FEATURE 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 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

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 DETAILSYMBOL FEATURE 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 DETAILSYMBOL FEATURE 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 MATCHLINE - SEE BP1.08
MATCHLINE - SEE BP-1.06
MATCHLINE - SEE BP-1.05

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.
386
77 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 DROP36"
WOOD72" 3.5' KICKER RAMP

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

MATERIALPRE-FAB STRUCTURE NAMEHEIGHTWIDTHDETAIL SYMBOLFEATURE 03 / BP5.08
01 / BP5.04
05 / BP5.08
ROLLER
JUMP WITH WOOD KICKER RAMP LIPWOOD72" 3.5' KICKER RAMP

RIGHT BERMASPHALTN/A N/AN/A

ASPHALTN/A N/AN/A
HAMMOCK FEATURE WITH WOOD KICKER RAMP LIP72" 3.5' KICKER RAMP

LEFT BERM WITH SHARK FIN JUMP OUT

SHARK FIN JUMP OUT OF BERM
JUMP WITH WOOD KICKER RAMP LIPWOOD72" 3.5' KICKER RAMP
RIGHT BERM WITH 8' TALL, 30' LONG, CURVED WOODEN WALL RIDEINTERMEDIATE CURVED WALL RIDE

WOOD/ASPHALT

ASPHALTN/A N/AN/A

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

MATERIALPRE-FAB STRUCTURE NAMEHEIGHTWIDTHDETAIL SYMBOLFEATURE 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/A SOILN/AN/A
WOOD72" 4.5' KICKER RAMP
3-07
JUMP WITH WOOD KICKER RAMP LIPWOOD72" 4.5' KICKER RAMP
JUMP WITH WOOD KICKER RAMP LIPWOOD72" 6.5' KICKER RAMP
JUMP WITH WOOD KICKER RAMP LIPWOOD72" KICKER RAMP
JUMP WITH WOOD KICKER RAMP LIPWOOD72" KICKER RAMP
JUMP WITH WOOD KICKER RAMP LIPWOOD72" KICKER RAMP

6.5'

6.5'
JUMP TRAIL 3 (JT3) FEATURE SCHEDULE

MATERIALPRE-FAB STRUCTURE NAMEHEIGHTWIDTHDETAIL SYMBOLFEATURE 04 / BP5.04
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08
03 / BP5.08

SYMBOLDESCRIPTION
SF-01SHADE 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 SKILLS
FEATURE 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 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
WOOD72" 4.5' KICKER RAMP
3R-07
JUMP WITH WOOD KICKER RAMP LIPWOOD72" 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 LIPWOOD72" KICKER RAMP RIGHT HIP JUMP WITH WOOD KICKER RAMP LIPWOOD72" KICKER RAMP6.5'

N/AN/A N/A

ASPHALTN/AN/A N/A

4.5'
LEFT HIP JUMP WITH WOOD KICKER RAMP LIPWOOD72" KICKER RAMP6.5' RIGHT HIP JUMP WITH WOOD KICKER RAMP LIPWOOD72" KICKER RAMP6.5' 3R-08
JUMP TRAIL 3R (JT3R) FEATURE SCHEDULE

MATERIALPRE-FAB STRUCTURE NAMEHEIGHTWIDTHDETAIL SYMBOLFEATURE 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 LANDINGWOOD72" LADDER DROP
ROLLER
JUMP WITH WOOD KICKER RAMP LIPWOOD72" KICKER RAMP
JUMP WITH WOOD KICKER RAMP LIPWOOD72" KICKER RAMP6.5'
JUMP WITH WOOD KICKER RAMP LIPWOOD72" KICKER RAMP6.5'
JUMP WITH WOOD KICKER RAMP LIPWOOD72" KICKER RAMP6.5'
4-01
4-02
4-03
4-04
4-05
4-06
4-07
4-08

N/AN/A N/A SOIL
JUMP WITH WOOD KICKER RAMP LIPWOOD72" KICKER RAMP6.5'

6.5'
JUMP WITH WOOD KICKER RAMP LIPWOOD72" KICKER RAMP6.5'
3'
JUMP TRAIL 4 (JT4) FEATURE SCHEDULE

MATERIALPRE-FAB STRUCTURE NAMEHEIGHTWIDTHDETAIL SYMBOLFEATURE 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 FOR
CONSTRUCTION REFERENCE.

REFER TO TRAIL PROFILES FOR

FEATURE GEOMETRY AND

GRADING 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 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
5 10 20
1" = 10'-0"SCALE :
0 MATCHLINE - SEE BP-1.01
MATCHLINE - SEE BP-1.06
MATCHLINE - SEE BP-1.07

FEATURE PLAN - -UMP TRAILS
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 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
386
78 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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REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
PROJECT NO.

CIP 4609
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CALL:
811
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Carlsbad
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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 BIKE
RAMPS (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
386
79 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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( REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
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CIP 4609

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PARKS & RECREATION DEPARTMENT
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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 PARK LIMIT OFWORK

BIKE PARK LIMIT OF
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) 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 MATCHLINE - SEE BP-1.17
MATCHLINE - SEE BP-1.11

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.
386
80 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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BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO 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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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 BE
DETERMINED.

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 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.

MATCHLINE - SEE BP-1.13
MATCHLINE - SEE BP-1.10
MATCHLINE - SEE BP-1.15

MATERIAL PLAN - PUMP TRACK
1" = 10'-0"01
386
81 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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BUILDING OFFICIAL DATE
( City of
<OUND SERVICE ALERTU.

Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
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VETERANS MEMORIAL PARK

BIKE PARK MATERIAL PLAN
PROJECT NO.

CIP 4609
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MT-07
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MT-03
MT-04
MT-03
MT-06
MT-08
MT-05
MT-07
MT-06
MT-07
MT-07

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) COATS
SLURRY
MT-05
SPECIALTY ASPHALT TRAILMT-06
MT-07 PRE-FABRICATED WOODEN

MATCHLINE - SEE BP-1.13
MATCHLINE - SEE BP-1.16
MATCHLINE - SEE BP-1.13
MATCHLINE - SEE BP-1.15
MATCHLINE - SEE BP-1.14
MATERIAL PLAN - FLOW TRAILS 1 AND 2
FT1 AND FT2

1" = 10'-0"01
386
82 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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City of

UNDERGROUND SERVICE ALERT
Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO 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 —
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P.A.

P.A.

MT-06
MT-05
MT-07
MT-06
MT-07
P.A.
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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 BE
DETERMINED.

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 WOODEN

MATCHLINE - SEE BP-1.11
MATCHLINE - SEE BP-1.14
MATCHLINE - SEE BP-1.12
MATCHLINE - SEE BP-1.16
MATCHLINE - SEE BP-1.17
MATCHLINE - SEE BP-1.10
MATERIAL PLAN - FLOW TRAILS 1 AND 2
FT1 AND FT2

1" = 10'-0"01
386
83 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-1.13
546-1A
Jesse Sanchez 10/9/25
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BUILDING OFFICIAL DATE
Rd UNDERGROUND SERVICE ALERT
a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO 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
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Carlsbad
Parks & Recreation Department
P.A.

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

BIKE PARK LIMIT OF
WORK

BIKE PARK LIMIT OFWORK
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) COATS
SLURRY
MT-05
SPECIALTY ASPHALT TRAILMT-06
MT-07 PRE-FABRICATED WOODEN

MATCHLINE - SEE BP-1.15
MATCHLINE - SEE BP-1.12
MATCHLINE - SEE BP-1.12
MATERIAL PLAN - FLOW TRAILS 3 AND 4
FT 3 AND FT4

1" = 10'-0"01
386
84 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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JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG

VETERANS MEMORIAL PARK

BIKE PARK MA TERI AL PLAN
I
I

B I I II
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PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811
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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 PARK LIMIT OFWORK

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) COATS
SLURRY
MT-05
SPECIALTY ASPHALT TRAILMT-06
MT-07 PRE-FABRICATED WOODEN

MATCHLINE - SEE BP-1.11
MATCHLINE - SEE BP-1.13
MATCHLINE - SEE BP-1.12
MATCHLINE - SEE BP-1.12
MATCHLINE - SEE BP-1.14
MATERIAL PLAN - FLOW TRAILS 3 AND 4
FT 3 AND FT4

1" = 10'-0"01
386
85 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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JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG

VETERANS MEMORIAL PARK

BIKE PARK MA TERI AL PLAN
I
I
I
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811
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P.A.

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

BIKE PARK LIMIT OF
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) 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 MATCHLINE - SEE BP-1.17
MATCHLINE - SEE BP-1.13
MATCHLINE - SEE BP-1.12

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.
386
86 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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Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG

VETERANS MEMORIAL PARK

BIKE PARK MATERIAL PLAN
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PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811
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P.A.

P.A.

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

P.A.

BIKE PARK LIMITOF 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) 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 MATCHLINE - SEE BP-1.10
MATCHLINE - SEE BP-1.13
MATCHLINE - SEE BP-1.16

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.
386
87 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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BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO 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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CALL:
811
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BIKE PARK LIMIT OFWORK

BIKE PARK LIMIT OF
WORK

BIKE PARK LIMIT OF
WORK
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 21
22 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
MATCHLINE - SEE BP-2.16
MATCHLINE - SEE BP-2.03
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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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.
386
88 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 INITIAL
Parks & 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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Q.
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2 L
R

BIKE PARK LIMIT OFWORK

BIKE PARK LIMIT OF
WORK

BIKE PARK LIMIT OF
WORK
L1
C1
L3
C2
L4
L5
C4
L7
C5
L8
C7
C8
C9
C10
C305
L401
C307
C310
C311
L406L407L408
C313C314
L411
L412
L413
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
MATCHLINE - SEE BP-2.17
MATCHLINE - SEE BP-2.04
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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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 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.
386
89 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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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
1 PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK

BIKE PARK LAYOUT PLAN
\
\
\
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I
P
Q.
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2 L
R

BIKE PARK LIMIT OF
WORK

BIKE PARK LIMIT OF
WORK
1 2
3 4
5 6
7 8
9 10
11 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
85 86
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
312
313
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.

MATCHLINE - SEE BP-2.08
MATCHLINE - SEE BP-2.01
MATCHLINE - SEE BP-2.12

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 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 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.

5. SEE BP-2.05 FOR LAYOUT TABLES.

LAYOUT NOTES

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

LAYOUT POINT TABLE - SEATWALLS
386
90 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.03
546-1A
Jesse Sanchez 10/9/25
11I/
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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL A9000
00007

TWO WORKING DAYS

BEFORE YOU DIG
00001
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PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
/
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CALL:
811
$
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VETERANS MEMORIAL PARK

BIKE PARK LAYOUT PLAN
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BIKE PARK LIMIT OF
WORK

BIKE PARK LIMIT OF
WORK
L1
C1
L2
C2
C3 L3
L4
L5
L6L7
C4
L8
L9
L10
L11
L12
L13
L15
C5 L16
L17
C11
L26
L27
L28
C12
L30
L31
L32
C13
C14
C15
L33
L34
L35
C16
C17
C18
L36
C19
L38
C20
L39
L40
L41
C21
C22
L43
L44
C23
L46
L47
L48
C24
L49
C25
L50
L51
C26
C27
C28
L52
L53
L54
C29
L55
L56
L57
C30
L58
C31
L60
L61 C32
L62
C33
C34
C35
L63
L64
L65
C36
C37
C38
L66
C39
L68
C40
L69
L70
L71
C41
L72
C42
C43
C44
L101
C201C202
C203
C204
C205C206
C207C208
C209
C210
L102
L103
C212C213
C214C215
C216
C217
L104
L105
C218C219
C220
C221
C222C223
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.

MATCHLINE - SEE BP-2.09
MATCHLINE - SEE BP-2.02
MATCHLINE - SEE BP-2.13

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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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.

5. SEE BP-2.05 FOR LAYOUT TABLES.

LAYOUT NOTES
386
91 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

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
1 I
•
I
I
1 A
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
/
/
• )
T"
I
I
I
I
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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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
386
92 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.05
546-1A
Jesse Sanchez 10/9/25

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO 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 PARK LIMIT OF
WORK
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 MATCHLINE - SEE BP-2.08
MATCHLINE - SEE BP-2.15
MATCHLINE - SEE BP-2.10
MATCHLINE - SEE BP-2.10
MATCHLINE - SEE BP-2.12
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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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.

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.
386
93 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.06
546-1A
Jesse Sanchez 10/9/25
(
LR
\
x
X
I
\
Y
X-
I
X
x
x
I X
X
Xx- -x-
X
I

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
5 //
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CALL:
811

VETERANS MEMORIAL PARK

BIKE PARK LAYOUT PLAN
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II
FT 2
FT 1

BIKE PARK LIMIT OF
WORK
FT 3
FT 4
L1
C1
L3
C2
L5
C3
L12
C6
L14
C7
L16
C15
L31
C16
L33
C17
L38
L41
C26
L42
C28
MATCHLINE - SEE BP-2.09
MATCHLINE - SEE BP-2.16
MATCHLINE - SEE BP-2.11
MATCHLINE - SEE BP-2.11
MATCHLINE - SEE BP-2.13
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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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.

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.
386
94 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.07
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 INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

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
I P
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FT 4
FT 1
FT 2
10 11
12 13
14 15
16 2425
26 27
28 29
30 31
32 33
34 55
56 57
73 MATCHLINE - SEE BP-2.03
MATCHLINE - SEE BP-2.10
MATCHLINE - SEE BP-2.06
MATCHLINE - SEE BP-2.15
MATCHLINE - SEE BP-2.17
MATCHLINE - SEE BP-2.01
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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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.

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.
386
95 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.08
546-1A
Jesse Sanchez 10/9/25
X
X
X
X
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X X
X
X X
X
X
X
X
X.

X
X
X

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK

BIKE PARK LAYOUT PLAN
I P
Q
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FT 4
FT 1
FT 2
L7
C4
L9
C5
L11
C8
L18
C9
C10
C11
L22
L35
C18
C28
MATCHLINE - SEE BP-2.04
MATCHLINE - SEE BP-2.11
MATCHLINE - SEE BP-2.07
MATCHLINE - SEE BP-2.16
MATCHLINE - SEE BP-2.18
MATCHLINE - SEE BP-2.02
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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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.

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.
386
96 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.09
546-1A
Jesse Sanchez 10/9/25
I

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK

BIKE PARK LAYOUT PLAN
I P
Q
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Z
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FT 2
FT 1

BIKE PARK LIMIT OF
WORK

BIKE PARK LIMIT OFWORK
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 MATCHLINE - SEE BP-2.12
MATCHLINE - SEE BP-2.06
MATCHLINE - SEE BP-2.06
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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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.

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.
386
97 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.10
546-1A
Jesse Sanchez 10/9/25
IL
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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
B I
II II
I
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1 I
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PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK

BIKE PARK LAYOUT PLAN
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FT 2
FT 1

BIKE PARK LIMIT OF
WORK

BIKE PARK LIMIT OFWORK
FT 3
FT 4
L12
C6
L23
C12
L25
C13
L27
C14
L29
C15
L38
C20
L39
C22
L40
5 10 20
1" = 10'-0"SCALE :
0 MATCHLINE - SEE BP-2.13
MATCHLINE - SEE BP-2.07
MATCHLINE - SEE BP-2.07
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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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.

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.
386
98 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.11
546-1A
Jesse Sanchez 10/9/25
IL
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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG

B I II I I
I
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1 I
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1. •
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PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
811

VETERANS MEMORIAL PARK

BIKE PARK LAYOUT PLAN
I P
Q
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FT 4

BIKE PARK LIMIT OFWORK

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 MATCHLINE - SEE BP-2.03
MATCHLINE - SEE BP-2.08
MATCHLINE - SEE BP-2.09
MATCHLINE - SEE BP-2.06
MATCHLINE - SEE BP-2.10
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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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.

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.
386
99 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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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
I
1 I
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PROJECT NO.

C/P 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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CALL:
811

VETERANS MEMORIAL PARK

BIKE PARK LAYOUT PLAN
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BIKE PARK LIMIT OFWORK

BIKE PARK LIMIT OF
WORK
FT 3
5 10 20
1" = 10'-0"SCALE :
0 MATCHLINE - SEE BP-2.04
MATCHLINE - SEE BP-2.09
MATCHLINE - SEE BP-2.09
MATCHLINE - SEE BP-2.07
MATCHLINE - SEE BP-2.11
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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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.

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.

C18
L37
L43
C28
L42
C26
L41
C24
L31
C16
L33
C17
L35
386
100
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.13
546-1A
Jesse Sanchez 10/9/25
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BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
I
1 I
I
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PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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CALL:
811

VETERANS MEMORIAL PARK

BIKE PARK LAYOUT PLAN
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Parks & Recreation Department
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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 FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY

THE CONTRACTOR TO ENSURE THAT THE LOCATION

IS CONSISTENT WITH THE DIMENSIONS AND

GRAPHIC LOCATIONS SHOWN ON THE APPROVED
CONSTRUCTION PLANS. IN THE CASE OF A

DISCREPANCY WITH ANY COORDINATE VALUE

SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE

TO NOTIFY THE 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 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

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
386
101
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.14
546-1A

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG

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

BIKE PARK LIMIT OF
WORK

BIKE PARK LIMIT OF
WORK
JT 2
JT 1
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
171819
20 22
23 24
25 26
27 28
29 30
31 32
33 3435
46 47
48 53
54 55
56 57
5 10 20
1" = 10'-0"SCALE :
0 MATCHLINE - SEE BP-2.17
MATCHLINE - SEE BP-2.08
MATCHLINE - SEE BP-2.06

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 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 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.

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.
386
102
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.15
546-1A
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JESSE SANCHEZ

BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
LR
I
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REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
CALL:
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VETERANS MEMORIAL PARK

BIKE PARK LAYOUT PLAN
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Parks & Recreation Department
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Jesse Sanchez 10/9/25
10/10/25
10/10/25

BIKE PARK LIMIT OF
WORK

BIKE PARK LIMIT OF
WORK
JT 2
JT 1
L1
C1
C2
C3
C4
L2
C6
L3
C8
L4
C10C11
L5
C13
C14
L8
C15
L10C16
C21
C22
C23
L25
C27
C28
C29
C30
5 10 20
1" = 10'-0"SCALE :
0 MATCHLINE - SEE BP-2.18
MATCHLINE - SEE BP-2.09
MATCHLINE - SEE BP-2.07
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 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 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.

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.
386
103
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.16
546-1A
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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
R
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Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
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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
10/10/25
10/10/25

BIKE PARK LIMIT OF
WORK
JT 2
20 21
22 36
37 38
39 40
41 42
43 44
45 48
49 50
51 52
58 59
60 61
5 10 20
1" = 10'-0"SCALE :
0 MATCHLINE - SEE BP-2.01
MATCHLINE - SEE BP-2.08
MATCHLINE - SEE BP-2.15

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 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 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.

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.
386
104
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.17
546-1A
X
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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
1 PROJECT NO.

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
10/10/25
10/10/25

BIKE PARK LIMIT OF
WORK
JT 2
C11
C12
C17
C18
L14
C19
L16
C20
L18
C24
C25
L24
C30
C31
C32
C33
5 10 20
1" = 10'-0"SCALE :
0 MATCHLINE - SEE BP-2.02
MATCHLINE - SEE BP-2.09
MATCHLINE - SEE BP-2.16
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 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 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.

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.
386
105
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.18
546-1A
Ss
X
I
X
x.

I
I
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■7-
/

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG
1 PROJECT NO.

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
10/10/25
10/10/25
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 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 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

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
386
106
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-2.19
546-1A

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
I
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO 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
10/10/25
10/10/25
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 :
386
107
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.01
546-1A
O
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SHEETSSHEET

JESSE SANCHEZ
\

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & 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
o
O
O
O)
O ,
o
CM
© o
OO
O
OV
115.
. (9

REFER TO CIVIL DRAINAGE PLAN

FOR ALL SUBSURFACE DRAIN PIPES
LO
CM
LO
O
I
LO
C
115
103
O
C)

RETAINING WALL PER BLOCK

RETAINING WALL PLANS
\
\
O)
' C)
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.
• i
o
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
‘ ////
A
\\
REFER TO BIKE PARK TRAIL—2

PROFILES FOR EXACT TRAILAG

GRADES AND GEOMETRY, TYP
AMPHITHEATER _
SEATWALLS PER DETAIL 4 \
ON BP5.03 0
( (VA
Vs.

Vo
‘Os
I
I
7°0
o
c
\—
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\ \

VETERANS MEMORIAL PARK

BIKE PARK GRADING & DRAINAGE PLAN
0%
10527
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1 \ \ \\\\
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2’15
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10°
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Jesse Sanchez 10/9/25
10/10/25
10/10/25
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%

1.27%

4.63%

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
MATCHLINE - SEE BP-3.09
MATCHLINE - SEE BP-3.03
5 10 20
1" = 10'-0"SCALE :
0 386
108
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.02
546-1A
104.00TW
EL: 1C
102.50TW
l
/
EL: 102.89
7 X
O
0l
O
X
A
EL: 100.7300
/
99-
98 9998.\EL: 03.
9>M03.11 REO ■95.
00 95
O

99.46TW97.47TW 97.44TW
O
100.19TW

95.41 TW
95 ol of 90 89 80 01 00

94.45TW
O
NO)
O

93.64TW
O

96.00TW
.9)
O)
EL: 103.0
0 SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
Carlsbad
(
DRAWING NO.DATE INITIAL DATE INITIALDATE INITIAL
Parks & 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 —
c
o0
o
70,
I — etc o z
o9

VETERANS MEMORIAL PARK

BIKE PARK GRADING & DRAINAGE PLAN
o9
o
O%
o0
o
O) O)
o
-94,
o
oX
oN
o*
to /
O 0
o
x o
l \
I '
I I
%
ox
O
ox
o o
4 00
Jesse Sanchez 10/9/25
10/10/25
10/10/25
LP
LP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
HP
LP
LP
LP
HP
HP
HP

4.19%

4.71%

1.06%

1.27%

4.63%

4.75%

0.11%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.

MATCHLINE - SEE BP-3.05
MATCHLINE - SEE BP-3.02
MATCHLINE - SEE BP-3.07
5 10 20
1" = 10'-0"SCALE :
0 386
109
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.03
546-1A
I
/ EL: 106.00
X
0000.
1O.
703
00001
707
O.O O
X
J
O
EL: 103.1
—EL: 102.92
5 RE100EL: 1 02.98EL: 102.82 99.00/
X \
/
*100
EL: 106.00
|
X EL: 102.99
I
99 EL: 102.93
70po.

EL:110.26
—99.46TW
104.80TW
— EL: 110.
106.90TW d
■
* EL: 102.90
7 08
/
* EL: 102.96
10,O
7 SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATEO
( City of

UNDERGROUND SERVICE ALERT
I
CALL:

Carlsbad 811a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL A0000
00007
0000
000/
RE
110.00
RE

98.00 RE

99.00 RE

98.00 RE

98.00 TWO WORKING DAYS

BEFORE YOU DIG
RE

97.75 o o
o o
O)
. O)
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
o°
400
{0V
-102
-103
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RE
102.50
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106. 0
PROJECT NO.

C/P 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
&
N)
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00000 $0009 00999
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70 REFER TO CIVIL PLANS FOR

SUBSURFACE BIKE PARK DRAINAGE
INFORMATION, TYP.
(0
0 ("

VETERANS MEMORIAL PARK

BIKE PARK GRADING & DRAINAGE PLAN
I P
Q
o
Z
‘0o
6 7 ^OQ
OT
(O (O
01 %
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EM102.89
8 101
Jesse Sanchez 10/9/25
10/10/25
10/10/25
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.

MATCHLINE - SEE BP-3.05
MATCHLINE - SEE BP-3.08
MATCHLINE - SEE BP-3.07
MATCHLINE - SEE BP-3.06
MATCHLINE - SEE BP-3.06
386
110
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.04
546-1A
L:

E1/127.54
LR
EL\127.69 EL: 127.97
EL: 127.81
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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 INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO 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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VETERANS MEMORIAL PARK

BIKE PARK GRADING & DRAINAGE PLAN
AQ
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Jesse Sanchez 10/9/25
10/10/25
10/10/25
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.

MATCHLINE - SEE BP-3.03
MATCHLINE - SEE BP-3.07
MATCHLINE - SEE BP-3.04
MATCHLINE - SEE BP-3.08
MATCHLINE - SEE BP-3.09
MATCHLINE - SEE BP-3.02
5 10 20
1" = 10'-0"SCALE :
0 386
111
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.05
546-1A
08 1
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77 AAA
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105.50
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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 INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO 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-----
0 118
117-
716—
77 3 ^8^
1164
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114
77,
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VETERANS MEMORIAL PARK

BIKE PARK GRADING & DRAINAGE PLAN
I P
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108.00
77 777 ’
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Jesse Sanchez 10/9/25
10/10/25
10/10/25
LP
LP
LP
LP
LP
LP
LP
LP
HPHP
HP
HP
HP
HP
HP
HP
HP
HP

3.70%

3.79%

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.

MATCHLINE - SEE BP-3.07
MATCHLINE - SEE BP-3.04
MATCHLINE - SEE BP-3.04
5 10 20
1" = 10'-0"SCALE :
0 386
112
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.06
546-1A
//
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EL: 128.00
EL: 128.04
J

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
CALL:
811a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION 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
—
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CO
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128=
127-
-12&'
-125
124
RE
123.50
RE
124.00
RE
122.50
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122.00
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PROJECT NO.

CIP 4609
i
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
00 RE
120.00
C
1 v
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co
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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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126-
-127
-128
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728
20 ' 12bRE
115.50
117
-1180
-119
120
-121-----------
--122---------
----- 123------
------- 124—
125—
/—126-_ 127
. Y ‘ (o1 OV CV.

AQ0
C X X
X X
Jesse Sanchez 10/9/25
10/10/25
10/10/25
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
MATCHLINE - SEE BP-3.05
MATCHLINE - SEE BP-3.05
MATCHLINE - SEE BP-3.04
MATCHLINE - SEE BP-3.06
5 10 20
1" = 10'-0"SCALE :
0 386
113
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.07
546-1A
1)

MAMMMNJ
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120
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118
117
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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
CALL:

Carlsbad 811
W
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & 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
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VETERANS MEMORIAL PARK

BIKE PARK GRADING & DRAINAGE PLAN
I
I
f
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I
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f /
I
I
REFER TO CIVIL DRAINAGE PLAN 3

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

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

4.31%

2.98%

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.

MATCHLINE - SEE BP3.09
MATCHLINE - SEE BP-3.07
MATCHLINE - SEE BP-3.06
5 10 20
1" = 10'-0"SCALE :
0 386
114
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-3.08
546-1A
I
</
CO
EL: 122.83
EL: 122.96
—
L: 123.00
J EL: 123.00
EL: 123.00
y
. C)
O
O)
CO
II
O)
EL: 123.00
EL: 123.00
23—
I
122
121
I
51 ]^O-
7 O
70 70.X
.3
A
N
/ s
|
/
77 / N)
775
(onAl
120 C
LO
©\ C \
7 (O
1 V
I
EL: 119.8211570g
114
713. 1108
118
14 EL: 119.00
y
EL:118.72
V s/ 720
/ -S <P
EL: 118.01
120
(V
RE EL: 118.34—XA RE i
111.501
A
w
EL: 118.00Y
(
EL: 118.20—XX □
775. 3)116
5 SHEETS( SHEETIEL: 118.00

JESSE SANCHEZ
BUILDING OFFICIAL DATEEL: 118.00
Ipm
City of

UNDERGROUND SERVICE ALERT
EL: 118.09
CALL:

Carlsbad
R
811a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL 174
775.

RE
110.00

TWO WORKING DAYS

BEFORE YOU DIG

REFER TO BIKE PARK TRAIL

PROFILES FOR EXACT TRAIL

GRADES AND GEOMETRY, TYP
s
117
1 RE
111.00
RE
111.50
RE
112.00
RE
112.00
RE
109.90
RE
118.50
I
i
l
I
I
i
I
i
RE
106.90
RE
109.90
-712.
111
RE
117.00
RE
117.50
RE
113.90
RE
117.00
RE
119.50

REFER TO CIVIL DRAINAGE PLAN

FOR ALL SUBSURFACE DRAIN PIPES
RE
107.50
7 I / 1.
7 1
| 1
1 I I
I
II
I
I
RE
109.90
RE
113.00
RE
114.50
I
I
II
I
I
I IIII! II
E
.()
PROJECT NO.

CIP 4609
2‘ FLAT BENCH EACH SIDE OF

EMERGENCY/SERVICE

ACCESS PATHWAY
1 I
I
I
I
I
I
I
I I
in
I 1
77 i/
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CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
. 119 118-
-117—
116—
2 \\\
D
AN
117.
•116-
-115—
114------
79 ^4

75. 7-9--78.
7 /78.
7/9.
■
■
i I
B I I I ; I
—
_ "81 777
116
115.

I
'I
I
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Q
O
z
("

VETERANS MEMORIAL PARK

BIKE PARK GRADING & DRAINAGE PLAN
\
(O
7779
<9.
^114
Ab
‘76.
7,
>,‘6 ‘s
t
Nol wo %e /y
,776 .75.
774 773.
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7/9.
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09 108
Jesse Sanchez 10/9/25
10/10/25
10/10/25
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%

3.49%

10.89%

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
MATCHLINE - SEE BP-3.02
MATCHLINE - SEE BP-3.05
MATCHLINE - SEE BP-3.06

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 :
0 386
115
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
/
I
0lN
)
1 \
108
107
106
S s
105
S
110
/
00 114N
109 7
108 /
AON
77 A'
107
O.
106—
10,7O6.

I
<0
/
7O9.

SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
( City of

UNDERGROUND SERVICE ALERT
CALL:

Carlsbad 811a
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL
Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL RE
110.00
RE

99.50 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
115
114-
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
I P
Q
o
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c
AO
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1ON I
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0, ‘03-
'102 — ^of^
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106—. —105-
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7Oo
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&
,85
o
o 4
O. \
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C
,113 1120
112
_)
-%
409
////
Jesse Sanchez 10/9/25
10/10/25
10/10/25
JT3R
1 1
2 2
3 3
1-03 ASPHALT
LEFT BERM 1-05

ASPHALT RIGHT BERM
1-02

DOUBLE ROLLER

INTO BERM

DUAL SLALOM

COURSE DROP

IN ZONE
1-04
ROLLER SECTION 1-06

ROLLER SECTION
1-07

FINAL UPHILL SPRINT
1-08

CONCRETE

FINISH LINE
1-09

FINISH 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"

HORIZONTAL

CURVE HORIZONTALCURVE

HORIZONTAL
CURVE

HORIZONTAL
CURVE
5'-7"12'-9" 7'-2"6'-10"8'-0"8'-7" 5'-6" 7'-7" 7'-5"
1-01

STARTING GATE
FINISH
ZONE

AMPHITHEATER

SEATWALL
04 BP-5.03

PLANTING AREA

WIDTH PER PLAN
1'-6"5'-0"1'-6"
1'-6" 1'-6"

SOIL MIX
03 BP-5.04

CIRCULATION

PATHWAY
05 BP-5.03

SYNTHETIC
TURF
FG AND

PLANTING PER

LANDSCAPE
PLANS

PERIMETER

FENCE AND

CONCRETE

PAVING PER

LANDSCAPE
PLANS

RETAINING
WALL
07 BP-5.03
FG AND

PLANTING PER

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

SYNTHETIC
TURF, TYP.

SOIL MIX
03 BP-5.04

CIRCULATION

PATHWAY
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 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.
0" 1' 2' 4'
1/4" = 1'-0"
SCALE
386
116
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+93.70
130.00 -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 /
1 ELEV: 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: 93.00Q ELEV: 93.17 ELEV: 94.68ELEV: 97.44ELV: 97.29'

80.00 80.00
1+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
—— -
++ +
oo
KK 20070202272W 5 8 d 2)19
Rzz
—
7W k&A
7$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 INITIAL Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL STA; 0+00.00
FI FV: 103.00

TWO WORKING DAYS

BEFORE YOU DIG
STA: 0+59.76
FI FV: 102.52 SI A-1 + 55 /4
ELEV: 98.68
PROJECT NO.

C/P 4609
ELEV: 92.6
STA: 1 I 79.9
o
D
SI A-0+94 52/
FI FV: 99.8 I
C
o
STA: 1+33.37
ELEV: 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 29.47
ELEV: 98.68 Z
—
Q
o
2 I
1 —
—
STA: 1 l 87.53
ELEV: 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
10/10/25
10/10/25
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"

HORIZONTAL POINT

OF TANGENCY

HORIZONTAL POINT

OF TANGENCY
1'-4 1/2"
1'-4 1/2"
2'-6"
2'-6"R16'-0"
R7'-0" R20'-0"
R7'-0"
R16'-0"
R6'-0"
R6'-0" 36.6°

4.7° 4.7°

39.1°39.1°

23.0°

23.0°
01-05
BP-5.01

CONCRETE

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"

HORIZONTAL POINT

OF TANGENCY

HORIZONTAL
POINT

OF TANGENCY

HORIZONTAL
POINT

OF TANGENCY

HORIZONTAL POINT

OF TANGENCY
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"R16'-0"
R6'-0"
R7'-0"
R15'-0" R7'-0"
R12'-0"
R7'-0"
R5'-0"
R16'-0"
R16'-0" R7'-0"
R5'-0"
R16'-0"
R7'-0"
R16'-0"
R6'-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°

20.0°

23.0°
01-05
BP-5.01

CONCRETE

PUMP TRACK
3'-6"
R6'-6"
3'-3" AND VARIES
5'-9" 1'-0"
01-05
BP-5.01

CONCRETE

PUMP TRACK

SYNTHETIC
TURF, TYP.
05 BP-5.03
R15'-0" R7'-0"
R20'-0"
R6'-0"
R20'-0"
R7'-0"
R6'-0"
R15'-0"
R6'-0"

HORIZONTAL POINT

OF TANGENCY

HORIZONTAL POINT

OF TANGENCY
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"
01-05
BP-5.01

CONCRETE

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 BY

GENERAL 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 604.530.1114
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NEW LINE SKATEPARKS INC.
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APPROVED: EMILY HASEGAWA
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BUILDING OFFICIAL DATE

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Parks & Recreation Department REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL =============555===r5?=b)??5=

TWO WORKING DAYS

BEFORE YOU DIG
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VETERANS MEMORIAL PARK

BIKE PARK SECTIONS & PROFILES
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10/10/25

HORIZONTAL POINT

OF TANGENCY

HORIZONTAL POINT

OF TANGENCY

HORIZONTAL POINT

OF TANGENCY

HORIZONTAL POINT

OF TANGENCY
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"
R16'-0"
R16'-0"
R16'-0"
01-05
BP-5.01

CONCRETE

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"

HORIZONTAL POINT

OF TANGENCY

HORIZONTAL POINT

OF TANGENCY
2'-0"
1'-0"
10"
10"
1'-0"
2'-0"
2'-0"
2'-0"
R7'-0"
R18'-0" R15'-0"
R7'-0"
R15'-0"
R7'-0"
R18'-0"
R6'-0"
R6'-0"

25.0°

40.4°31.3°40.4°

33.0° 33.0°

15.7°

15.7°
01-05
BP-5.01

CONCRETE

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"

HORIZONTAL
POINT
OF

TANGENCY

HORIZONTAL
POINT
OF

TANGENCY
R15'-0" R7'-0" R16'-1 1/2"
R7'-0"
R15'-0"
R7'-0" R20'-0"
R27'-0"
R5'-0"
R10'-0"
R20'-0"
R27'-0"
R5'-0"
R12'-0"
R5'-0"
R16'-0"
R5'-0"
R16'-0"
R7'-0"
R6'-0"
R16'-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"
01-05
BP-5.01

CONCRETE

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