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 14 of 15)

SS : 1.178
S1 : 0.423
Fa : 1.2
Fv : N/A
SMS : 1.413
SM1 : N/A
SDS : 0.942
SD1 : N/A
TL : 8
PGA : 0.504
PGA M : 0.605
FPGA : 1.2
Ie : 1.25
Cv : 1.336
Seismic
Site Soil Class:

Results:

Data Accessed:

Date Source:

D - Default (see Section 11.4.3)
USGS Seismic Design Maps
Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8.

Tue Jun 10 2025

Page 2 of 3 ends

Snow
Results:

Ground Snow Load, p : 0 lb/ftg
2 Mapped Elevation: 118.6 ft
Data Source: ASCE/SEI 7-16, Table 7.2-8
Date Accessed: Tue Jun 10 2025
Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered.

Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site-specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported ‘elevation’ and ‘mapped elevation’ differ significantly from each other.

The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE.

ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard.

In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool.

Page 3 of 3 ends

Larson Engineering, Inc.
1488 Bond Street, Suite 100
Naperville, IL 60563-6503
630.357.0540 Fax: 630.357.0164
www.larsonengr.com
5 Row Bleacher Analysis

Larson Engineering
NB
21250012.026
5 Row Bleacher
SK - 3
June 25, 2025 at 6:18 AM
5 Row Bleacher.r2d
N66
N63
N64 N65
N60
N56
N57
N58 N59
N52
N48
N49
N50 N51
N46
N42
N43
N44 N45
N39
N36
N37 N38
N104
N105
N106
N107
N109
N110
N111
N113
N114
N136A
N139
N140
N143
N217 N218 N219 N220 N222 N244 N255A
N256A
N257A
N258A
N266
N267
N269
N237A
N237B
N238A
N220B
N280
N339 N341C N343B N100
N101A
N102
N66A N67 N68 M6
M7
M8
M9
M10
M2
0 M2
1 M2
2 M2
3 M44
M45
M46
M47 M7
2 M73
M75
M7
6 M9
0 A
M9
1 A
M9
4 A
M9
8 M158 M159 M160 M161
M204A
M205A
M206A
M207
M215
M216
M217
M218
M1 87C
M188C
M75
A
Y
XZ
Envelope Only Solution
THE BOTTOM RAIL OF THE BLEACHER FULLY BEARS ON THE SLAB ON GRADE. AS THE CONCRETE ANCHORS DO

NOT ALIGN WITH THE VERTICAL POSTS COMPRESSION SPRINGS HAVE BEEN ADDED IN THE MODEL TO PREVENT ARTIFICALLY INDUCING BENDING IN THE BOTTOM RAIL.

Larson Engineering
NB
21250012.026
5 Row Bleacher
SK - 4
June 25, 2025 at 6:19 AM
5 Row Bleacher.r2d
N66
N63
N64 N65
N60
N56
N57
N58 N59
N52
N48
N49
N50 N51
N46
N42
N43
N44 N45
N39
N36
N37 N38
N104
N105
N106
N107
N109
N110
N111
N113
N114
N136A
N139
N140
N143
N217 N218 N219 N220 N222 N244 N255A
N256A
N257A
N258A
N266
N267
N269
N237A
N237B
N238A
N220B
N280
N339 N341C N343B N100
N101A
N102
N66A N67 N68 Y
XZ
Section Sets
Seats - WeldedVerticals - WeldedIncreased Vertical - Welded Increased Vertical - UnweldedHorizontal - WeldedHorizontal - Unwelded Brace - WeldedBottom Rail - WeldedFoot Support - WeldedFoot Support - UnweldedRear Post Walkway Increased Vertical - Wel
Envelope Only Solution

Larson Engineering
NB
21250012.026
5 Row Bleacher
SK - 5
June 25, 2025 at 6:20 AM
5 Row Bleacher.r2d
N66
N63
N64 N65
N60
N56
N57
N58 N59
N52
N48
N49
N50 N51
N46
N42
N43
N44 N45
N39
N36
N37 N38
N104
N105
N106
N107
N109
N110
N111
N113
N114
N136A
N139
N140
N143
N217 N218 N219 N220 N222 N244 N255A
N256A
N257A
N258A
N266
N267
N269
N237A
N237B
N238A
N220B
N280
N339 N341C N343B N100
N101A
N102
N66A N67 N68 -60lb/ft
-60lb/ft
-60lb/ft
-60lb/ft
-60lb/ft
-60lb/ft
-60lb/ft
-60lb/ft
-60lb/ft
-60lb/ft
-60lb/ft
-60lb/ft
Y
XZ
Loads: BLC 1, Dead Load
Envelope Only Solution

Larson Engineering
NB
21250012.026
5 Row Bleacher
SK - 6
June 25, 2025 at 6:23 AM
5 Row Bleacher.r2d
N66
N63
N64 N65
N60
N56
N57
N58 N59
N52
N48
N49
N50 N51
N46
N42
N43
N44 N45
N39
N36
N37 N38
N104
N105
N106
N107
N109
N110
N111
N113
N114
N136A
N139
N140
N143
N217 N218 N219 N220 N222 N244 N255A
N256A
N257A
N258A
N266
N267
N269
N237A
N237B
N238A
N220B
N280
N339 N341C N343B N100
N101A
N102
N66A N67 N68 -600lb/ft
-600lb/ft
-600lb/ft
-600lb/ft
-600lb/ft
-600lb/ft
-600lb/ft
-600lb/ft
-600lb/ft
-600lb/ft
-600lb/ft
-600lb/ft
Y
XZ
Loads: BLC 2, Live Load - Structure
Envelope Only Solution

Larson Engineering
NB
21250012.026
5 Row Bleacher
SK - 7
June 25, 2025 at 6:23 AM
5 Row Bleacher.r2d
N66
N63
N64 N65
N60
N56
N57
N58 N59
N52
N48
N49
N50 N51
N46
N42
N43
N44 N45
N39
N36
N37 N38
N104
N105
N106
N107
N109
N110
N111
N113
N114
N136A
N139
N140
N143
N217 N218 N219 N220 N222 N244 N255A
N256A
N257A
N258A
N266
N267
N269
N237A
N237B
N238A
N220B
N280
N339 N341C N343B N100
N101A
N102
N66A N67 N68 -720lb
-720lb
-720lb
-720lb
-720lb
Y
XZ
Loads: BLC 3, Live Load - Seats
Envelope Only Solution

Larson Engineering
NB
21250012.026
5 Row Bleacher
SK - 8
June 25, 2025 at 6:31 AM
5 Row Bleacher.r2d
N66
N63
N64 N65
N60
N56
N57
N58 N59
N52
N48
N49
N50 N51
N46
N42
N43
N44 N45
N39
N36
N37 N38
N104
N105
N106
N107
N109
N110
N111
N113
N114
N136A
N139
N140
N143
N217 N218 N219 N220 N222 N244 N255A
N256A
N257A
N258A
N266
N267
N269
N237A
N237B
N238A
N220B
N280
N339 N341C N343B N100
N101A
N102
N66A N67 N68 60lb
60lb
60lb
60lb
Y
XZ
Loads: BLC 4, Sway Load
Envelope Only Solution

Larson Engineering
NB
21250012.026
5 Row Bleacher
SK - 1
June 25, 2025 at 12:43 PM
5 Row Bleacher_AL.r2d
N66
N63
N64 N65
N60
N56
N57
N58 N59
N52
N48
N49
N50 N51
N46
N42
N43
N44 N45
N39
N36
N37 N38
N104
N105
N106
N107
N109
N110
N111
N113
N114
N136A
N139
N140
N143
N217 N218 N219 N220 N222 N244 N255A
N256A
N257A
N258A
N266
N267
N269
N237A
N237B
N238A
N220B
N280
N339 N341C N343B N100
N101A
N102
N66A N67 N68 N64A
N65A
N66B
N66C
93lb/ft
93lb/ft
93lb/ft
93lb/ft
93lb/ft
93lb/ft
93lb/ft
Y
XZ
Loads: BLC 5, Wind Load

Larson Engineering
NB
21250012.026
5 Row Bleacher
SK - 10
June 25, 2025 at 6:32 AM
5 Row Bleacher.r2d
N66
N63
N64 N65
N60
N56
N57
N58 N59
N52
N48
N49
N50 N51
N46
N42
N43
N44 N45
N39
N36
N37 N38
N104
N105
N106
N107
N109
N110
N111
N113
N114
N136A
N139
N140
N143
N217 N218 N219 N220 N222 N244 N255A
N256A
N257A
N258A
N266
N267
N269
N237A
N237B
N238A
N220B
N280
N339 N341C N343B N100
N101A
N102
N66A N67 N68 40lb/ft
40lb/ft
40lb/ft
40lb/ft
40lb/ft
40lb/ft
40lb/ft
40lb/ft
40lb/ft
40lb/ft
40lb/ft
40lb/ft
Y
XZ
Loads: BLC 6, Seismic Load
Envelope Only Solution

Larson Engineering
NB
21250012.026
5 Row Bleacher
SK - 2
June 25, 2025 at 12:43 PM
5 Row Bleacher_AL.r2d
N66
N63
N64 N65
N60
N56
N57
N58 N59
N52
N48
N49
N50 N51
N46
N42
N43
N44 N45
N39
N36
N37 N38
N104
N105
N106
N107
N109
N110
N111
N113
N114
N136A
N139
N140
N143
N217 N218 N219 N220 N222 N244 N255A
N256A
N257A
N258A
N266
N267
N269
N237A
N237B
N238A
N220B
N280
N339 N341C N343B N100
N101A
N102
N66A N67 N68 N64A
N65A
N66B
N66C
300lb
Y
XZ
Loads: BLC 7, Handrail Load

Larson Engineering
NB
21250012.026
5 Row Bleacher
SK - 2
June 25, 2025 at 10:04 AM
5 Row Bleacher_AL.r2d
N66
N63
N64 N65
N60
N56
N57
N58 N59
N52
N48
N49
N50 N51
N46
N42
N43
N44 N45
N39
N36
N37 N38
N104
N105
N106
N107
N109
N110
N111
N113
N114
N136A
N139
N140
N143
N217 N218 N219 N220 N222 N244 N255A
N256A
N257A
N258A
N266
N267
N269
N237A
N237B
N238A
N220B
N280
N339 N341C N343B N100
N101A
N102
N66A N67 N68 N64A
N65A
N66B
N66C
.00.00
.00.00
.00.00
.00.00
.00.00
.1
7 .1
7 .3
6 .3
6 .3
6 .5
3 .5
3 .5
3 .5
9 .5
9 .5
9 .58
.58
.58
.65.65
.8
1 .8
1 .99
.52
.7
2 .7
2 .7
2 .1
4 .7
2 .7
2 .7
2 .7
2 .7
2 .9
0 .9
0 .0
5 .07.07.07 .09.09 .32.32 .32.32.32.32
.70
.70
.70
.37
.58
.58
.58
.41
.1 1
.73
.2
7 .2
7 .2
7 .41
.3
1 .3
1 .3
1 .3
1 .9
2 Y
XZ
Code Check
( Env )
No Calc
> 1.0
.90-1.0
.75-.90
.50-.75

0.-.50
Member Code Checks Displayed (Enveloped)
Envelope Only Solution

Company : Larson Engineering June 25, 2025
12:10 PMDesigner : NB
Job Number : 21250012.026 Checked By:_____
Model Name : 5 Row Bleacher
Aluminum Section Sets
Label Shape Type Design List Material Design Rules A [in2] I (90,270) ...I (0,180) [i... 1 Seats - Welded L1.5X1.5X0...None None 6061-T6 W...Typical 0.527 0.11 0.11 2 Verticals - Welded L1.5X2X0.1...None None 6061-T6 W...Typical 0.621 0.12 0.248 3 Vertical - Unwelded L1.5X2X0.1...None None 6061-T6 Typical 0.621 0.12 0.248 4 Seats - Unwelded L1.5X1.5X0...None None 6061-T6 Typical 0.527 0.11 0.11 5 Increased Vertical - Welded L2X3X0.31...None None 6061-T6 W...Typical 1.465 0.47 1.317 6 Increased Vertical - Unwelded L2X3X0.31...None None 6061-T6 Typical 1.465 0.47 1.317 7 Horizontal - Welded L1.5X2.5X....None None 6061-T6 W...Typical 0.938 0.161 0.591 8 Horizontal - Unwelded L1.5X2.5X....None None 6061-T6 Typical 0.938 0.161 0.591 9 Brace - Welded L1.5X1.5X0...None None 6061-T6 W...Typical 0.527 0.11 0.11 10 Brace - Unwelded L1.5X1.5X0...None None 6061-T6 Typical 0.527 0.11 0.11 11 Bottom Rail - Welded L2X2X0.188 None None 6061-T6 W...Typical 0.723 0.268 0.268 12 Bottom Rail - Unwelded L2X2X0.188 None None 6061-T6 Typical 0.723 0.268 0.268 13 Handrail L3.5X3X0.25 None None 6061-T6 Typical 1.57 1.25 1.85 14 Double Verticals 2VERTLLV None None 6061-T6 W...Typical 1.242 1.006 0.24 15 Walkway Vertical - Welded L2X2X0.188 None None 6061-T6 W...Typical 0.723 0.268 0.268 16 Walkway Vertical - Unwelded L2X2X0.188 None None 6061-T6 Typical 0.723 0.268 0.268 17 Foot Support - Welded L1.5X2X0.1...None None 6061-T6 W...Typical 0.621 0.12 0.248 18 Foot Support - Unwelded L1.5X2X0.1...None None 6061-T6 Typical 0.621 0.12 0.248 19 Rear Post C3"X1-7/8"...None None 6061-T6 Typical 1.562 0.525 2.103 20 Walkway Increased Vertical - Wel L3X2X0.25 None None 6061-T6 W...Typical 1.19 0.377 1.06 21 Walkway Increased Vertical - Unw L3X2X0.25 None None 6061-T6 Typical 1.19 0.377 1.06 22 Bottom Rail 2 - Welded L3X2X0.25 None None 6061-T6 W...Typical 1.19 0.377 1.06 23 Bottom Rail 2 - Unwelded L3X2X0.25 None None 6061-T6 Typical 1.19 0.377 1.06 Joint Coordinates and Temperatures
Label X [in] Y [in] Temp [F]
1 N66 102 46.5 0
2 N63 96 29.5 0
3 N64 96 46.5 0
4 N65 93 46.5 0
5 N60 78 38.5 0
6 N56 72 21.5 0
7 N57 72 29.5 0
8 N58 72 38.5 0
9 N59 69 38.5 0
10 N52 54 30.5 0
11 N48 48 13.5 0
12 N49 48 21.5 0
13 N50 48 30.5 0
14 N51 45 30.5 0
15 N46 30 22.5 0
16 N42 24 5.5 0
17 N43 24 13.5 0
18 N44 24 22.5 0
19 N45 21 22.5 0
20 N39 6 14.5 0
21 N36 0 5.5 0
22 N37 0 14.5 0
23 N38 -3 14.5 0
24 N104 120 20.5 0
25 N105 120 27 0
26 N106 120 23.5 0
27 N107 120 33.5 0
28 N109 120 38.5 0
RISA-2D Version 20.0.0 Page 1 [V:\...\...\...\...\...\A. Calculations\1. Calc Book Pages\5 Row Bleacher_AL.r2d]

Company : Larson Engineering June 25, 2025
12:10 PMDesigner : NB
Job Number : 21250012.026 Checked By:_____
Model Name : 5 Row Bleacher
Joint Coordinates and Temperatures (Continued)
Label X [in] Y [in] Temp [F]
29 N110 120 43.5 0
30 N111 132 27 0
31 N113 132 43.5 0
32 N114 132 94.25 0
33 N136A 96 2 0
34 N139 96 27.5 0
35 N140 96 31.5 0
36 N143 96 44.5 0
37 N217 96 0 0
38 N218 72 0 0
39 N219 48 0 0
40 N220 24 0 0
41 N222 0 0 0
42 N244 74 0 0
43 N255A 2 5.5 0
44 N256A 26 13.5 0
45 N257A 50 21.5 0
46 N258A 74 29.5 0
47 N266 22 5.5 0
48 N267 46 13.5 0
49 N269 94 29.5 0
50 N237A 70 21.5 0
51 N237B 96 13.75 0
52 N238A 96 15.75 0
53 N220B 132 33.5 0
54 N280 76 29.5 0
55 N339 3 0 0
56 N341C 94 0 0
57 N343B 2 0 0
58 N100 96 20.5 0
59 N101A 96 27 0
60 N102 96 38.5 0
61 N66A 27 0 0
62 N67 71 0 0
63 N68 95 0 0
64 N64A 122 43.5 0
65 N65A 120 25.5 0
66 N66B 120 41.5 0
67 N66C 96 33.5 0
Joint Boundary Conditions
Joint Label X [k/in] Y [k/in] Rotation[k-ft/rad]
1 N105
2 N107
3 N109
4 N104
5 N106
6 N222 CS1000
7 N220 CS1000
8 N219 CS1000
9 N218 CS1000
10 N244 CS1000
11 N217 CS1000
12 N100 Tether N104 Tether N104
13 N101A Tether N105 Tether N105
RISA-2D Version 20.0.0 Page 2 [V:\...\...\...\...\...\A. Calculations\1. Calc Book Pages\5 Row Bleacher_AL.r2d]

Company : Larson Engineering June 25, 2025
12:10 PMDesigner : NB
Job Number : 21250012.026 Checked By:_____
Model Name : 5 Row Bleacher
Joint Boundary Conditions (Continued)
Joint Label X [k/in] Y [k/in] Rotation[k-ft/rad]
14 N140
15 N102 Tether N109 Tether N109
16 N339 Reaction Reaction
17 N66A Reaction Reaction
18 N67 Reaction Reaction
19 N68 Reaction Reaction
20 N66C Tether N107 Tether N107
Member Primary Data
Label I Joint J Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M6 N38 N39 90 Seats - Welded None None 6061-T6 ...Typical 2 M7 N45 N46 90 Seats - Welded None None 6061-T6 ...Typical 3 M8 N51 N52 90 Seats - Welded None None 6061-T6 ...Typical 4 M9 N59 N60 90 Seats - Welded None None 6061-T6 ...Typical 5 M10 N65 N66 90 Seats - Welded None None 6061-T6 ...Typical 6 M20 N37 N222 Verticals - Welded None None 6061-T6 ...Typical 7 M21 N44 N220 Verticals - Welded None None 6061-T6 ...Typical 8 M22 N50 N219 Verticals - Welded None None 6061-T6 ...Typical 9 M23 N58 N218 Verticals - Welded None None 6061-T6 ...Typical 10 M44 N255A N36 Foot Support - Welded None None 6061-T6 ...Typical 11 M45 N256A N43 Foot Support - Welded None None 6061-T6 ...Typical 12 M46 N257A N49 Foot Support - Welded None None 6061-T6 ...Typical 13 M47 N280 N57 Horizontal - Welded None None 6061-T6 ...Typical 14 M72 N104 N65A Walkway Increased Vertic...None None 6061-T6 ...Typical 15 M73 N110 N64A Walkway Increased Vertic...None None 6061-T6 ...Typical 16 M75 N106 N111 Walkway Increased Vertic...None None 6061-T6 ...Typical 17 M76 N114 N111 Rear Post None None 6061-T6 Typical
18 M90A N136A N217 Increased Vertical - Welded None None 6061-T6 ...Typical 19 M91A N139 N136A Increased Vertical - Welded None None 6061-T6 ...Typical 20 M94A N140 N139 Increased Vertical - Welded None None 6061-T6 ...Typical 21 M98 N64 N143 Increased Vertical - Welded None None 6061-T6 ...Typical 22 M158 N222 N220 Bottom Rail - Welded None None 6061-T6 ...Typical 23 M159 N220 N219 Bottom Rail - Welded None None 6061-T6 ...Typical 24 M160 N219 N218 Bottom Rail - Welded None None 6061-T6 ...Typical 25 M161 N218 N217 Bottom Rail - Welded None None 6061-T6 ...Typical 26 M204A N266 N255A Foot Support - Unwelded None None 6061-T6 Typical 27 M205A N267 N256A Foot Support - Unwelded None None 6061-T6 Typical 28 M206A N237A N257A Foot Support - Unwelded None None 6061-T6 Typical 29 M207 N269 N280 Horizontal - Unwelded None None 6061-T6 Typical 30 M215 N42 N266 Foot Support - Welded None None 6061-T6 ...Typical 31 M216 N48 N267 Foot Support - Welded None None 6061-T6 ...Typical 32 M217 N56 N237A Foot Support - Welded None None 6061-T6 ...Typical 33 M218 N63 N269 Horizontal - Welded None None 6061-T6 ...Typical 34 M187C N244 N237B 90 Brace - Welded None None 6061-T6 ...Typical 35 M188C N258A N238A Brace - Welded None None 6061-T6 ...Typical 36 M75A N140 N143 Increased Vertical - Unwel...None None 6061-T6 Typical 37 M37 N64A N113 Walkway Increased Vertic...None None 6061-T6 Typical 38 M38 N65A N66B Walkway Increased Vertic...None None 6061-T6 Typical 39 M39 N66B N110 Walkway Increased Vertic...None None 6061-T6 ...Typical RISA-2D Version 20.0.0 Page 3 [V:\...\...\...\...\...\A. Calculations\1. Calc Book Pages\5 Row Bleacher_AL.r2d]

Company : Larson Engineering June 25, 2025
12:10 PMDesigner : NB
Job Number : 21250012.026 Checked By:_____
Model Name : 5 Row Bleacher
Member Advanced Data
Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rati... TOM Inactive 1 M6 Yes ** NA **
2 M7 Yes ** NA **
3 M8 Yes ** NA **
4 M9 Yes ** NA **
5 M10 Yes ** NA **
6 M20 PIN Yes ** NA **
7 M21 PIN Yes ** NA **
8 M22 PIN Yes ** NA **
9 M23 PIN Yes ** NA **
10 M44 PIN Yes ** NA **
11 M45 PIN Yes ** NA **
12 M46 PIN Yes ** NA **
13 M47 PIN Yes ** NA **
14 M72 Yes ** NA **
15 M73 Yes ** NA **
16 M75 PIN Yes ** NA **
17 M76 Yes ** NA **
18 M90A PIN Yes ** NA **
19 M91A Yes ** NA **
20 M94A Yes ** NA **
21 M98 Yes ** NA **
22 M158 Yes ** NA **
23 M159 Yes ** NA **
24 M160 Yes ** NA **
25 M161 Yes ** NA **
26 M204A Yes ** NA **
27 M205A Yes ** NA **
28 M206A Yes ** NA **
29 M207 Yes ** NA **
30 M215 PIN Yes ** NA **
31 M216 PIN Yes ** NA **
32 M217 PIN Yes ** NA **
33 M218 PIN Yes ** NA **
34 M187C PIN PIN Yes ** NA **
35 M188C PIN PIN Yes ** NA **
36 M75A Yes ** NA **
37 M37 PIN Yes ** NA **
38 M38 Yes ** NA **
39 M39 Yes ** NA **
Joint Loads and Enforced Displacements (BLC 3 : Live Load - Seats) Joint Label L,D,M Direction Magnitude[(lb,lb-ft), (in,rad), (lb*s^2/in, lb*s^2I... Inactive 1 N37 L Y -720
2 N44 L Y -720
3 N50 L Y -720
4 N58 L Y -720
5 N64 L Y -720
Joint Loads and Enforced Displacements (BLC 7 : Handrail Load) Joint Label L,D,M Direction Magnitude[(lb,lb-ft), (in,rad), (lb*s^2/in, lb*s^2I... Inactive 1 N114 L X 300
RISA-2D Version 20.0.0 Page 4 [V:\...\...\...\...\...\A. Calculations\1. Calc Book Pages\5 Row Bleacher_AL.r2d]

Company : Larson Engineering June 25, 2025
12:10 PMDesigner : NB
Job Number : 21250012.026 Checked By:_____
Model Name : 5 Row Bleacher
Member Point Loads (BLC 4 : Sway Load)
Member Label Direction Magnitude[lb,lb-ft] Location[in,%] Inactive 1 M204A X 60 %50
2 M205A X 60 %50
3 M206A X 60 %50
4 M207 X 60 %50
Member Distributed Loads (BLC 1 : Dead Load)
Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[l...Start Location[i... End Location[in,%] Inactive 1 M44 Y -60 -60 0 0
2 M45 Y -60 -60 0 0
3 M47 Y -60 -60 0 0
4 M46 Y -60 -60 0 0
5 M204A Y -60 -60 0 0
6 M205A Y -60 -60 0 0
7 M206A Y -60 -60 0 0
8 M207 Y -60 -60 0 0
9 M215 Y -60 -60 0 2
10 M216 Y -60 -60 0 2
11 M217 Y -60 -60 0 0
12 M218 Y -60 -60 0 0
Member Distributed Loads (BLC 2 : Live Load - Structure) Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[l...Start Location[i... End Location[in,%] Inactive 1 M44 Y -600 -600 0 0
2 M45 Y -600 -600 0 0
3 M46 Y -600 -600 0 0
4 M47 Y -600 -600 0 0
5 M204A Y -600 -600 0 0
6 M205A Y -600 -600 0 0
7 M206A Y -600 -600 0 0
8 M207 Y -600 -600 0 0
9 M215 Y -600 -600 0 2
10 M216 Y -600 -600 0 2
11 M217 Y -600 -600 0 0
12 M218 Y -600 -600 0 0
Member Distributed Loads (BLC 5 : Wind Load)
Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[l...Start Location[i... End Location[in,%] Inactive 1 M20 X 93 93 9 17
2 M21 X 93 93 9 17
3 M22 X 93 93 9 17
4 M23 X 93 93 9 17
5 M94A X 93 93 0 2
6 M75A X 93 93 0 0
7 M98 X 93 93 0 0
Member Distributed Loads (BLC 6 : Seismic Load)
Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[l...Start Location[i... End Location[in,%] Inactive 1 M44 X 40 40 0 0
2 M45 X 40 40 0 0
3 M46 X 40 40 0 0
4 M47 X 40 40 0 0
5 M204A X 40 40 0 0
6 M205A X 40 40 0 0
RISA-2D Version 20.0.0 Page 5 [V:\...\...\...\...\...\A. Calculations\1. Calc Book Pages\5 Row Bleacher_AL.r2d]

Company : Larson Engineering June 25, 2025
12:10 PMDesigner : NB
Job Number : 21250012.026 Checked By:_____
Model Name : 5 Row Bleacher
Member Distributed Loads (BLC 6 : Seismic Load) (Continued) Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[l...Start Location[i... End Location[in,%] Inactive 7 M206A X 40 40 0 0
8 M207 X 40 40 0 0
9 M215 X 40 40 0 2
10 M216 X 40 40 0 2
11 M217 X 40 40 0 0
12 M218 X 40 40 0 0
Basic Load Cases
BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 Dead Load None -1 12
2 Live Load - Structure None 12
3 Live Load - Seats None 5
4 Sway Load None 4
5 Wind Load None 7
6 Seismic Load None 12
7 Handrail Load None 1
Load Combinations
Description S... PD...S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 ASD
2 DL+LL Yes Y 1 1 2 1
3 DL+LL_seat Yes Y 1 1 3 1
4 DL+0.75LL+0.75Z Yes Y 1 1 2 0.75 4 0.75
5 DL+0.75LL_seat+0.75ZYes Y 1 1 3 0.75 4 0.75
6 DL+WL Yes Y 1 1 5 1
7 DL-WL Yes Y 1 1 5 -1
8 DL+EL Yes Y 1 1 6 1
9 DL-EL Yes Y 1 1 6 -1
10 DL+0.75LL+0.75WL Yes Y 1 1 2 0.75 5 0.75
11 DL+0.75LL-0.75WL Yes Y 1 1 2 0.75 5 -0.75
12 DL+0.75LL_seat+0.75WL Yes Y 1 1 3 0.75 5 0.75
13 DL+0.75LL_seat-0.75WL Yes Y 1 1 3 0.75 5 -0.75
14 DL+0.75LL+0.75EL Yes Y 1 1 2 0.75 6 0.75
15 DL+0.75LL-0.75EL Yes Y 1 1 2 0.75 6 -0.75
16 DL+0.75LL_seat+0.75EL Yes Y 1 1 3 0.75 6 0.75
17 DL+0.75LL_seat-0.75EL Yes Y 1 1 3 0.75 6 -0.75
18 0.6DL+WL Yes Y 1 0.6 5 1
19 0.6DL-WL Yes Y 1 0.6 5 -1
20 0.6DL+EL Yes Y 1 0.6 6 1
21 0.6DL-EL Yes Y 1 0.6 6 -1
22 DL+HL Yes Y 1 1 7 1
23 DL+LL+0.75HL Yes Y 1 1 2 1 7 0.75
24 CA - DL+0.4LL+Z Yes Y 1 1 2 0.4 4 1
25 CA - DL+0.4LL_seat+Z Yes Y 1 1 3 0.4 4 1
26 CA - 0.6DL+.3LL+Z Yes Y 1 0.6 2 0.3 4 1
27 CA - 0.6DL+.3LL_seat+Z Yes Y 1 0.6 3 0.3 4 1
28 29 LRFD
30 1.2DL+1.6LL Y 1 1.2 2 1.6
31 1.2DL+1.6LL_seat Y 1 1.2 3 1.6
32 1.2DL+LL+1.6Z Y 1 1.2 2 1 4 1.6
33 1.2DL+LL_seat+1.6Z Y 1 1.2 3 1 4 1.6
34 1.2DL+0.5LL+1.6WL Y 1 1.2 2 0.5 5 1.67
35 1.2DL+0.5LL-1.6WL Y 1 1.2 2 0.5 5 -1.67
RISA-2D Version 20.0.0 Page 6 [V:\...\...\...\...\...\A. Calculations\1. Calc Book Pages\5 Row Bleacher_AL.r2d]

Company : Larson Engineering June 25, 2025
12:10 PMDesigner : NB
Job Number : 21250012.026 Checked By:_____
Model Name : 5 Row Bleacher
Load Combinations (Continued)
Description S... PD...S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 36 1.2DL+0.5LL_seat+1.6WL Y 1 1.2 3 0.5 5 1.67
37 1.2DL+0.5LL_seat-1.6WL Y 1 1.2 3 0.5 5 -1.67
38 1.2DL+0.5LL+EL Y 1 1.2 2 0.5 6 2
39 1.2DL+0.5LL-EL Y 1 1.2 2 0.5 6 -2
40 1.2DL+0.5LL_seat+EL Y 1 1.2 3 0.5 6 2
41 1.2DL+0.5LL_seat-EL Y 1 1.2 3 0.5 6 -2
42 0.9DL+1.6WL Y 1 0.9 5 1.67
43 0.9DL-1.6WL Y 1 0.9 5 -1.67
44 0.9DL+EL Y 1 0.9 6 2
45 0.9DL-EL Y 1 0.9 6 -2
46 1.2DL+1.6HL Y 1 1.2 7 1.6
47 0.9DL+0.4LL+1.6Z Y 1 0.9 2 0.4 4 1.6
48 1.2DL+1.6LL+1.2HL Y 1 1.2 2 1.6 7 1.2
49 50 BLC
51 Dead Y 1 1
52 Live Y 2 1
53 Wind Y 5 1
54 Sway Y 4 1
55 Earthquake Y 6 1
56 Handrail Y 7 1
Envelope Node Reactions
Node Label X [lb] LC Y [lb] LC Moment [lb-ft] LC
1 N222 max 0 27 742.566 3 0 27
2 min 0 2 34.228 18 0 2
3 N220 max 0 27 1210.701 23 0 27
4 min 0 2 67.144 19 0 2
5 N219 max 0 27 1313.666 23 0 27
6 min 0 2 72.261 19 0 2
7 N218 max 0 27 589.379 2 0 27
8 min 0 2 0 6 0 2
9 N244 max 0 27 313.703 11 0 27
10 min 0 2 0 6 0 2
11 N217 max 0 27 1288.508 22 0 27
12 min 0 2 0 7 0 2
13 N339 max 25.114 19 59.036 23 0 27
14 min -24.962 18 4.161 19 0 2
15 N66A max 63.238 21 113.622 2 0 27
16 min -63.268 20 -23.392 22 0 2
17 N67 max 282.177 7 522.263 2 0 27
18 min -270.617 18 -1076.197 22 0 2
19 N68 max 11.941 19 331.342 23 0 27
20 min -97.042 23 -327.492 19 0 2
21 Totals:max 360.375 19 5328.327 23
22 min -360.375 18 316.996 20
Envelope AA ADM1-15: ASD - Building Aluminum Code Checks Member Shape Code Ch... Loc[in] LC Shear Ch... Loc[in] LC Pnc/Om[lb] Pnt/Om[lb] Mn/Om[lb...Vn/Om[lb] Cb Eqn 1 M6 L1.5X1.5X0....0.001 3 9 0 3 6 4176.863 4794.036 114.453 1438.21 1 H.1-1 2 M7 L1.5X1.5X0....0.001 3 15 0 3 24 4176.863 4794.036 114.453 1438.21 1 H.1-1 3 M8 L1.5X1.5X0....0.001 3 4 0 3 3 4176.863 4794.036 114.453 1438.21 1 H.1-1 4 M9 L1.5X1.5X0....0.001 3 14 0 3 14 4176.863 4794.036 114.453 1438.21 1 H.1-1 5 M10 L1.5X1.5X0....0.001 3 22 0 3 22 4176.863 4794.036 114.453 1438.21 1 H.1-1 RISA-2D Version 20.0.0 Page 7 [V:\...\...\...\...\...\A. Calculations\1. Calc Book Pages\5 Row Bleacher_AL.r2d]

Company : Larson Engineering June 25, 2025
12:10 PMDesigner : NB
Job Number : 21250012.026 Checked By:_____
Model Name : 5 Row Bleacher
Envelope AA ADM1-15: ASD - Building Aluminum Code Checks (Continued) Member Shape Code Ch... Loc[in] LC Shear Ch... Loc[in] LC Pnc/Om[lb] Pnt/Om[lb] Mn/Om[lb...Vn/Om[lb] Cb Eqn 6 M20 L1.5X2X0.1...0.168 14.5 3 0.011 14.5 7 4658.871 5646.309 184.153 1949.574 1 H.3-2 7 M21 L1.5X2X0.1...0.359 17.109 14 0.026 9.141 6 3896.547 5646.309 207.152 1949.574 1 H.1-1 8 M22 L1.5X2X0.1...0.529 17.156 14 0.042 9.214 6 3219.733 5646.309 207.152 1949.574 1 H.1-1 9 M23 L1.5X2X0.1...0.59 17.245 15 0.058 9.224 7 3977.903 5646.309 184.153 1949.574 1 H.1-1 10 M44 L1.5X2X0.1...0.576 0 23 0.339 2 23 5279.476 5646.309 207.152 1949.574 1 H.1-1 11 M45 L1.5X2X0.1...0.576 0 23 0.339 2 23 5279.476 5646.309 207.152 1949.574 1 H.1-1 12 M46 L1.5X2X0.1...0.576 0 23 0.339 2 23 5279.476 5646.309 207.152 1949.574 1 H.1-1 13 M47 L1.5X2.5X.25 0.65 2 22 0.305 2 22 7677.136 8522.727 375.38 3238.636 1 H.1-1 14 M72 L3X2X0.25 0.81 2.969 22 0.413 2.969 22 9314.729 10818.182 503.573 3920.455 1 H.1-1 15 M73 L3X2X0.25 0.995 0 22 0.119 2 22 10455.234 10818.182 527.566 3920.455 1 H.1-1 16 M75 L3X2X0.25 0.524 0 22 0.05 0 22 8648.436 10818.182 595.131 3920.455 1 H.1-1 17 M76 C3"X1-7/8"...0.722 51.138 22 0.1 67.25 22 5966.52 30448.718 1924.744 9230.769 1....H.1-1 18 M90A L2X3X0.3125 0.141 0 23 0.016 2 23 13232.757 13316.764 754.327 4847.301 1 H.1-1 19 M91A L2X3X0.3125 0.722 6.906 22 0.312 11.688 22 10468.764 13316.764 587.41 4847.301 1 H.1-1 20 M94A L2X3X0.3125 0.898 2 22 0.204 2 22 12320.745 13316.764 694.211 4847.301 1 H.1-1 21 M98 L2X3X0.3125 0.055 0 3 0.003 2 7 13232.757 13316.764 694.211 4847.301 1 H.1-1 22 M158 L2X2X0.188 0.069 24 23 0.023 3 23 4898.593 6572.727 196.446 1954.516 1 H.1-1 23 M159 L2X2X0.188 0.085 24 22 0.052 3 2 4898.593 6572.727 178.953 1954.516 1 H.1-1 24 M160 L2X2X0.188 0.315 23 22 0.532 24 22 4898.593 6572.727 166.224 1954.516 1 H.1-1 25 M161 L2X2X0.188 0.325 2 22 0.16 23 23 4898.593 6572.727 211.49 1954.516 1 H.1-1 26 M204A L1.5X2X0.1...0.705 10 23 0.125 20 23 7251.902 12103.37 468.645 4399.038 1 H.1-1 27 M205A L1.5X2X0.1...0.705 10 23 0.125 20 23 7251.902 12103.37 468.645 4399.038 1 H.1-1 28 M206A L1.5X2X0.1...0.705 10 23 0.125 20 23 7251.902 12103.37 468.645 4399.038 1 H.1-1 29 M207 L1.5X2.5X.25 0.367 8.625 23 0.075 0 2 11730.264 18269.231 893.353 7307.692 1 H.1-1 30 M215 L1.5X2X0.1...0.576 2 23 0.339 0 23 5279.476 5646.309 175.283 1949.574 1 H.1-1 31 M216 L1.5X2X0.1...0.576 2 23 0.339 0 23 5279.476 5646.309 175.283 1949.574 1 H.1-1 32 M217 L1.5X2X0.1...0.576 2 23 0.339 0 23 5279.476 5646.309 175.283 1949.574 1 H.1-1 33 M218 L1.5X2.5X.25 0.414 2 23 0.203 0 2 8265.636 8522.727 349.598 3238.636 1 H.1-1 34 M187C L1.5X1.5X0....0.113 12.701 7 0 25.943 6 2928.674 4794.036 118.322 1438.21 1 H.1-1 35 M188C L1.5X1.5X0....0.733 13.242 22 0 25.943 23 2928.674 4794.036 114.453 1438.21 1 H.1-1 36 M75A L2X3X0.3125 0.266 0 22 0.09 1.896 22 23048.146 28545.678 1668.108 10937.5 1 H.1-1 37 M37 L3X2X0.25 0.411 0 22 0.053 10 22 17373.951 23189.744 1080.657 8846.154 1 H.1-1 38 M38 L3X2X0.25 0.309 1.5 22 0.138 16 22 16251.909 23189.744 1615.233 8846.154 1 H.1-1 39 M39 L3X2X0.25 0.923 2 22 0.312 2 22 10455.234 10818.182 527.566 3920.455 1 H.1-1 RISA-2D Version 20.0.0 Page 8 [V:\...\...\...\...\...\A. Calculations\1. Calc Book Pages\5 Row Bleacher_AL.r2d]

Larson Engineering, Inc.
1488 Bond Street, Suite 100
Naperville, IL 60563-6503
630.357.0540 Fax: 630.357.0164
www.larsonengr.com
Longitudinal Bracing Analysis

Larson Engineering, Inc.
1488 Bond Street, Suite 100
Naperville, IL 60563
630.357.0540
Carlsbad Veterans Memorial Park __
San Juan Capistrano _ _
Longitudinal Bracing Analysis _
Sheet No. __
Project No. _ 21250012.024
By NB _ Date 06/12/2025
Larson
Longitudinal Bracing Analysis
Brace Properties - 3/16"x1-1/4" PL
A 3
16 in 1.25in 0.234 in
2=:=
Fty 11 ksi:=
Loading
S 24plf:=sway load
L 21ft:=tributary area
R 5:=total number of rows
B 2:=number of cross braces
Vsway
S RL
B

1.26 kip=:=
w 6ft:=width of frame
h 40in:=height of brace
T Vsway
h
w


2 1+

1.441 kip=:=
ft
T
A

6.15 ksi=:=
Interaction Equation
ft
Fty



0.559=
Verify uplift on anchors
hbleacher 46in:=
Z Vsway
hbleacher
w

0.805 kip=:=
DL 10psf 5ft 25in 0.104 kip=:=
LL 100psf 5ft 25in 1.042 kip=:=
LC 0.9DL 0.4LL+1.6Z-0.778-kip=:=No uplift at the anchor points due to parallel sway

Larson Engineering, Inc.
1488 Bond Street, Suite 100
Naperville, IL 60563-6503
630.357.0540 Fax: 630.357.0164
www.larsonengr.com
Anchor Analysis

Larson Engineering, Inc.
1488 Bond Street, Suite 100
Naperville, IL 60563
630.357.0540
Carlsbad Veterans Memorial Park __
San Juan Capistrano _ _
Longitudinal Bracing Analysis _
Sheet No. __
Project No. _ 21250012.024
By NB _ Date 06/12/2025
Larson
Anchors - Max Forces (LRFD)
5 Row Bleacher
Envelope Loads
Shearz 1.6Vsway 2016 lbf=:=
Shearx 515lbf:=N67 LC43
Tuplift 1770lbf:=N67 LC46
Seismic LRFD Loads
SDS 0.942:=
ELy 432lbf:=N68 LC 45
ELx 17lbf:=N68 LC 45
Ω 2.0:=
DL 49lbf:=
Shearx Ω ELx34 lbf=:=ΩEL
Tuplift 0.9 2 SDS-( )
DLΩ ELy-912.216-lbf=:=

ENVELOPE FORCES GOVERN

www.hilti.com
Hilti PROFIS Engineering 3.1.16
Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Carlsbad VA 5 Row Bleacher (NRS)
Page:

Specifier:

E-Mail:

Date:
1 6/25/2025
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 1/2 (2 1/2) hnom3 Item number: 2210255 KB-TZ2 1/2x4 1/2
Specification text: Hilti Æ 1/2 in Kwik Bolt TZ2 - CS with 3 in nominal embedment depth per ICC-ES
ESR-4266 , Hammer drill bit installation per
MPII,
Effective embedment depth: hef,act = 2.500 in., hnom = 3.000 in.

Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 10/1/2024 | 12/1/2025
Proof: Design Method ACI 318-19 / Mech
Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-19 Fig. R.17.7.2.1b) Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in.

Anchor plateR : lx x ly x t = 3.000 in. x 12.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: no profile
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 5.000 in.

Installation: Hammer drilled hole, Installation condition: Dry Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar
R - The anchor calculation is based on a rigid anchor plate assumption.

Geometry [in.] & Loading [kip, ft.kip]

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Carlsbad VA 5 Row Bleacher (NRS)
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Date:
2 6/25/2025

1.1 Load combination and design results
Case Description Forces [kip] / Moments [ft.kip]Seismic Max. Util. Anchor [%] 1 Combination 1 (ENVELOPE)N = 1.770; Vx = 2.020; Vy = 0.520; Mx = 0.00000; My = 0.00000; Mz = 0.00000;
no 71
2 Combination 2 (SEISMIC)N = 0.535; Vx = 2.020; Vy = 0.476; Mx = 0.00000; My = 0.00000; Mz = 0.00000;
yes 47
Tension
1 x
y2 Load case/Resulting anchor forces
Controlling load case: 1 Combination 1 (ENVELOPE)
Anchor reactions [kip]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y 1 1.770 2.086 2.020 0.520
Max. concrete compressive strain: - [‰]
Max. concrete compressive stress: - [psi]
Resulting tension force in (x/y)=(0.000/0.000): 1.770 [kip] Resulting compression force in (x/y)=(-/-): 0.000 [kip] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load
Load Nua [kip]Capacity f Nn [kip]Utilization bN = Nua/f Nn Status Steel Strength*1.770 8.433 21 OK
Pullout Strength*N/A N/A N/A N/A
Concrete Breakout Failure**1.770 2.955 60 OK
* highest loaded anchor **anchor group (anchors in tension)

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Carlsbad VA 5 Row Bleacher (NRS)
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Date:
3 6/25/2025

3.1 Steel Strength
Nsa = ESR value refer to ICC-ES ESR-4266
f Nsa ³ Nua ACI 318-19 Table 17.5.2
Variables
Ase,N [in.2]futa [psi]

0.10 114,004
Calculations
Nsa [kip]

11.244
Results
Nsa [kip]f steel f Nsa [kip]Nua [kip]

11.244 0.750 8.433 1.770

3.2 Concrete Breakout Failure
Ncb = (ANcANc0)y ed,N y c,N y cp,N Nb ACI 318-19 Eq. (17.6.2.1a) f Ncb ³ Nua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ed,N = 0.7 + 0.3 (ca,min1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b) y cp,N = MAX(ca,min
cac
, 1.5hef
cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f'
c h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
hef [in.]ca,min [in.]y c,N cac [in.]kc l a f'
c [psi]

2.500 ∞1.000 6.750 21 1.000 3,000
Calculations
ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [kip]

56.25 56.25 1.000 1.000 4.547
Results
Ncb [kip]f concrete f Ncb [kip]Nua [kip]

4.547 0.650 2.955 1.770

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Carlsbad VA 5 Row Bleacher (NRS)
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Date:
4 6/25/2025
4 Shear load
Load Vua [kip]Capacity f Vn [kip]Utilization bV = Vua/f Vn Status Steel Strength*2.086 4.471 47 OK
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength**2.086 6.365 33 OK
Concrete edge failure in direction **N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)

4.1 Steel Strength
Vsa = ESR value refer to ICC-ES ESR-4266
f Vsteel ³ Vua ACI 318-19 Table 17.5.2
Variables
Ase,V [in.2]futa [psi]

0.10 114,004
Calculations
Vsa [kip]

6.878
Results
Vsa [kip]f steel f Vsa [kip]Vua [kip]

6.878 0.650 4.471 2.086

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5 6/25/2025

4.2 Pryout Strength
Vcp = kcp [(ANc
ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-19 Eq. (17.7.3.1a) f Vcp ³ Vua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ed,N = 0.7 + 0.3 (ca,min

1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(ca,mincac
, 1.5hefcac)£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b) Nb = kc l a √f'
c h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
kcp hef [in.]ca,min [in.]y c,N
2 2.500 ∞1.000
cac [in.]kc l a f'
c [psi]

6.750 21 1.000 3,000
Calculations
ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [kip]

56.25 56.25 1.000 1.000 4.547
Results
Vcp [kip]f concrete f Vcp [kip]Vua [kip]

9.093 0.700 6.365 2.086
5 Combined tension and shear loads, per ACI 318-19 section 17.8 bN bV z Utilization bN,V [%]Status

0.599 0.467 5/3 71 OK
bNV = bz
N + bz
V <= 1

Address:

Phone I Fax:

Design:

Fastening point:
|
Carlsbad VA 5 Row Bleacher (NRS)
Page:

Specifier:

E-Mail:

Date:
6 6/25/2025
6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • The equations presented in this report are based on imperial units. When inputs are displayed in metric units, the user should be aware that the equations remain in their imperial format.
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://viewer.joomag.com/profis-design-guide-us-en-summer-2021/0841849001625154758?short&/ • Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-19, Section 26.7.

Fastening meets the design criteria!

Address:

Phone I Fax:

Design:

Fastening point:
|
Carlsbad VA 5 Row Bleacher (NRS)
Page:

Specifier:

E-Mail:

Date:
7 6/25/2025
Coordinates Anchor [in.]
Anchor x y c-x c+x c-y c+y
1 0.000 0.000 ----
7 Installation data
Anchor type and diameter: Kwik Bolt TZ2 - CS 1/2 (2 1/2) hnom3
Profile: no profile Item number: 2210255 KB-TZ2 1/2x4 1/2 Hole diameter in the fixture: df = 0.562 in. Maximum installation torque: 0.05015 ft.kip Plate thickness (input): 0.500 in. Hole diameter in the base material: 0.500 in.

Recommended plate thickness: not calculated Hole depth in the base material: 3.250 in.

Drilling method: Hammer drilled Minimum thickness of the base material: 5.000 in.

Cleaning: Manual cleaning of the drilled hole according to instructions for use is required.

Hilti Æ 1/2 in Kwik Bolt TZ2 - CS with 3 in nominal embedment depth per ICC-ES ESR-4266 , Hammer drill bit installation per MPII

7.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque controlled cordless impact tool • Torque wrench
• Hammer
1 x
y

1.500 1.500

6. 0
0 0

Address:

Phone I Fax:

Design:

Fastening point:
|
Carlsbad VA 5 Row Bleacher (NRS)
Page:

Specifier:

E-Mail:

Date:
8 6/25/2025
8 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.

Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.

Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you.

VETERANS MEMORIAL PARK
CIP 4609

TITLE SHEET
T-0.01
CONSTRUCTION DOCUMENTS for:

FARADAY AVENUE, CARLSBAD, CALIFORNIA

PARKS AND RECREATION DEPARTMENT
31591 Camino CapistranoSan Juan Capistrano, CA 92675 www.RJMdesigngroup.com[ 949] 493-2690 fax[949] 493-2600 phone Signature
Renewal Date
Date
L
A
RRY P.R Y A N LICENSE
N
O
.
2 5
0 2
L

ICENSE D L A N DSCAPE AR
C
H
I
T
E
CT
S
T
A

TE OF CA L I F O R NIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A
1 ·
·
·
386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 Jesse Sanchez 10/9/25
VICINITY MAP:LOCATION MAP;4
(5)CM7IN13FROST N/L..S..HEMINGUAY O
C
V4 Y MILTO
CITY COUNCIL s
A
Oj

GEOFF PATNOE - CITY MANAGER

LEGOLAND
OF —KYLE LANCASTER - PARKS 4 RECREATION DIRECTOR TASG SCALE: N.T.S.SCALE: N.T.S.9/09/2025

SI ATURE DATE GOVERNING AGENCIES AND UTILITY CONTACTS
ACCESSORS PARCEL NUMBER: 212-21-03-00

1.PRIME CONSULTANT:

6. PERCENT OF SITE TO BE LANDSCAPED-. 519%2125 1.

DESIGN CONSULTANTS.-
PHONE:(949)463-8822 PHONE:(114)514-9380

10. PROPOSED (DOMESTIC) UATER DEMANDS: 6 GPM
PROPOSED SEUER GENERATION: 3 EDUII.

JESSE SANCHEZ

BUILDING OFFICIAL DATE

SHEETSSHEET

SI ATURE
day
k )bI
CALL:RJM A 2/30/2021
9/09/2025 SHEET LABEL PROJECT NO.DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL LEGAL DESCRIPTION-. LOT 10 OF CITY OF CARLSBAD CT 09-03, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 15902 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MARCH 4, 2013.

PALOMAR

AIRPORT
BUENA
VISTA *
LAGOON

TUO WORKING PAYS BEFORE YOU PIG
-PROJECT

LOCATION

PALOMAR
AIRPORT RD.

3. 3.

V w
l i

2. 3.

4. 5.
! i ii i

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT

BATIQUITOSY

LAGOON V
V
w
i i i

APPLICATION NUMBERS
CUP202I-00I4
CDP202I-0052
HDP202I-0003
HMP2021-0006
‘ City of Carlsbad

CITY OF
VISTA
INCORPORATED 1952 TOLKIEN
—UAY

LARRY RYAN
REGISTRATION NO.- 2302 (EXP. 9/30/2025)
REFERENCED STATIONS CONNECTED PER ROS 11271:
105, 109, 58, 57, 33, 130.

REASON FOR DEFERRED SUBMITTAL:

THE MANUFACTURERS WILL ONLY PROVIDE THE
STRUCTURAL FOUNDATION 4 ANCHORAGE DETAILS, AS

WELL AS THE REQUIRED CALCULATIONS, ONCE THE

GENERAL CONTRACTOR HAS PLACED THE PRODUCT
ORDERS. THE GENERAL CONTRACTOR WILL SUBMIT THE
ABOVE ITEMS AS DEFERRED SUBMITTALS.

LARRY RYAN
REGISTRATION NO: 2502 (EXP 9/30/2021)

THE CALIFORNIA COORDINATE INDEX OF THIS
PROJECT IS 1983, CCS33, ZONE 6, (EPOCH 1999.92)
) CITTOF

OCEANSIDE
YI SU

PARKS PLANNER
YLSU@CARLSB ADCA.GOV

KYLE LANCASTER
PARKS 4 RECREATION DIRECTOR
KYLE.LANCASTER®CARLSBADCA.GOV

BENCHMARK
DESCRIPTION-.

THE ELEVATIONS SHOWN HEREON ARE BASED UPON
THE CALIFORNIA ORTHOMETRIC HEIGHTS OF 1929
(NGVD 29) IN ACCORDANCE WITH THE CALIFORNIA
PUBLIC RESOURCE CODE SECTIONS 8890-8902±

SAID ELEVATIONS ARE BASED LOCALLY UPON

FIELD-OBSERVED TIES TO THE FOLLOUING

CALIFORNIA SPATIAL REFERENCE NETWORK, OR
EQUIVALENT STATIONS-.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS

AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND

SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES

IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE

ME, AS THE LANDSCAPE ARCHITECT OF UORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.

SITE ACREAGE: 93.102 ACRES INCLUDES MACARIO CANYON/VETERANS MEMORIAL PARK HMP

PRESERVE AREA/
‘ACREAGE DESIGNED FOR PARK DEVELOPMENT: 50.25 ACRES
EXISTING LAND USE DESIGNATION 4 ZONING: OPEN SPACE
EXISTING 4 PROPOSED LAND USE: OPEN SPACE
TOTAL BUILDING COVERAGE-. 0.1%
TOTAL BUILDING SQUARE FOOTAGE: 3,430 SF

LARRY RYAN
RJM DESIGN GROUP, INC.
31591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92615
PHONE-. (949) 493-2600

LARRY RYAN, LLA

PRINCIPAL
L ARRYR® R JMD E S IGNGROUP.COM
CANNON
RD. —

SCHOOL DISTRICT

CARLSBAD UNIFIED

SCHOOL DISTRICT
6225 EL CAMINO REAL
CARLSBAD, CA 92009
(160)331-5000
"CITY
ENCIN

AGUA / HEDIONDA
WATER 4 RECYCLED WATER

CARLSBAD MUNICIPAL

UATER DISTRICT
5950 EL CAMINO REAL
CARLSBAD, CA 32003
(160)438-2122

BASIS OF COORDINATES

BASED UPON THE CALIFORNIA COORDINATE SYSTEM
OF 1333, CCS33, ZONE 6, (EPOCH 1999.92),
REFERENCED STATIONS CONNECTED PER ROS 112 1:
105, 103, 58, 57, 33, 130.

SUMMARY TABLE
PROJECT ADDRESS.- INTERSECTION OF FARADAY AVENUE 4 WHITMAN WAY CARLSBAD, CA 32003

SOURCE OF TOPOGRAPHY

TOPOGRAPHY SHOWN ON THES PLANS WAS

PREPARED BY PSOMAS USING A COMBINATION OF
FIXED UJI NG 4 sUAV PHOTOGRAMMETRY

SUPPLEMENTED WITH CONVENTIONAL FIELD SURVEY
FOR HARDSCAPE CURB 4 GUTTER METHODS. AERIAL
PHOTOGRAPHY WAS CAPTURED ON JANUARY 23, 2013
4 CONVENTIONAL FIELD SURVEY DATE WAS
COLLECTED ON FEBRUARY 1, 2013. TOPOGRAPHY

SHOWN HEREON IS IN CONFORMANCE UJI TH FGDC

GEOSPATIAL POSITIONING ACCURACY STANDARDS,
PART 4.

CABLE TELEVISION

SPECTRUM
5120 EL CAMINO REAL
CARLSBAD, CA 32003
(160)931-1000
,77777: PROJECT 2

LOCATION J

SCOPE OF UJORK
PARK INCLUDES THE FOLLOUING IMPROVEMENTS:

TUO PARKING LOTS, THREE ENTRY BUILDINGS, THREE

PLAYGROUNDS, EXERCISE AREA, BIKE PARK, ONE SET

OF BLEACHERS, SIX VEHICLE CHARGING STATIONS, SITE
LIGHTING, PLANTING, AND IRRIGATION.

IRRIGATION DESIGNER.-

GLASIR DESIGN
424 NEW JERSEY LANE
PLACENTIA, CA 32310
GAS 4 ELECTRICITY
SAN DIEGO GAS 4 ELECTRIC
4120 OCEANSIDE BLVD. *215
OCEANSIDE, CA 32034
EMERGENCY-. (800)411-1343
NEU SERVICE-- (811)189-9866

ALLOWABLE AREA ANALYSIS
PER CBC TABLE 303.2 STRUCTURES WITH

OCCUPANCY B, NON-SPRINKLERED (NS),

TYPE VB CONSTRUCTION ARE ALLOWED
3,000 SF IN AREA.

LANDSCAPE NOTE-.

THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL

CONFORMANCE WITH THE APPROVED LANDSCAPE

CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE

PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL
RELATED TO LANDSCAPING.

PROJECT LOCATION

THIS PROJECT IS LOCATED WITHIN ACCESSORS
PARCEL NUMBER 212-211-03-00.

UNDERGROUND SERVICE ALERT
(800)22-2600
DESIGN PATE PREPARED: 9/09/2025GROUP

FARADAY
AVE.—'

PROJECT DIRECTORY
OUNER:

CITY OF CARLSBAD PARKS
4 RECREATION DEPARTMENT
133 PINE AVENUE, SUITE 200
CARLSBAD, CA 32003
PHONE: (60)434-2826
CIVIL ENGINEER:
civTEC
333 CORPORATE DRIVE, SUITE 100
LADERA RANCH, CA 323 34

STORM WATER

CITY OF CARLSBAD
1333 FARADAY AVENUE
CARLSBAD, CA 32003
HOTLINE.- (160)02-2199
SEWER

CITY OF CARLSBAD
5950 EL CAMINO REAL
CARLSBAD, CA 32003
<130/433-2122

ENGINEERING

CITY OF CARLSBAD
1333 FARADAY AVENUE
CARLSBAD, CA 32003
<130/302-2100
INSPECTION: (160)602-

TELEPHONE
AT4T
NEU PHONE: <300/310-2333
LANDSCAPE ARCHITECT-.

RJM DESIGN GROUP, INC.
31531 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 32315
PHONE-. <343/ 433-2300
CONTACT.- ANDY STEEN, LLA

ASSOCIATE LANDSCAPE ARCHITECT
ANDREU® RJMDESIGNGROUP.COM
!
GEOTECHNICAL ENGINEER:

SO. CALIFORNIA GEOTECHNICAL
22335 EAST SA VI RANCH PARKWAY

SUITE E
YORBA LINDA, CA 32331
PHONE: <114/335-1115
CONTACT: GREG MITCHELL, PE, GE
GKMITCHELL® SOCALGEO.COM
NOTE:

ALL CONSTRUCTION SHALL
CONFORM TO THE 2022

CALIFORNIA BUILDING, FIRE,

MECHANICAL, PLUMBING,

ELECTRICAL, ENERGY CODE,
AND GREEN BUILDING CODE.

POLICE

CITY OF CARLSBAD
2530 ORION UAY
CARLSBAD, CA 32003
<130/331-2131
11/20/2024
DATE
FIRE

CITY OF CARLSBAD
2530 ORION UAY
CARLSBAD, CA 32003
<130/331-2141
ELECTRICAL ENGINEER:

FBA ENGINEERING
150 PAULARINO AVENUE, SUITE A120
COSTA MESA, CA 32323
PHONE-- <343/352-3335
CONTACT-. BILL ZAVRSNICK
BILLZ®FB AENGR.COM

12. PROPOSED DRAINAGE DISCHARGE: 2 YR. STORM EVENT - 33.33 CFS 25 YR. STORM EVENT - 113.30 CFS
50 YR. STORM EVENT - 123.01 CFS
100 YR. STORM EVENT - 150.43 CFS

13. MASTER DRAINAGE BASIN.- BASIN B - AGUA HEDIONDA

14. CLIMATE ACTION PLAN (CAP) COMPLIANCE:

A. CONSISTENT UITH EXISTING GENERAL
PLAN LAND USE 4 ZONING: YES
1 o%
/—CITY

BOUNDARY
AGUA W

HEDIONDA)
THE

CROSSINGS
GOLF
COURSE
BUILDING DESIGN:

ROMTEC
13240 NORTH BANK ROAD
ROSEBURG, OR 31410
PHONE-- <541/433-3541
CONTACT-. TRAVIS OLSON
TR A VI S.OL SON a ROMTE C.COM
CONTACT: CHRIS CURRY
CHRIS®GLASIRDESIGN.COM
BIKE PARK DESIGN-.

NEU LINE SKATEPARKS
13350 33TH AVENUE, UNIT 302

LANGLEY, BC CANADA
PHONE: <330/303-1203
CONTACT: CHRIS LONG
CHRISL®NEUL INESKATEPARKS.COM
DEFERRED SUBMITTAL ITEMS:

ALL PLAY STRUCTURES
FIVE <5/ SHADE SAIL STRUCTURES
ONE <1/ PRE-FABRICATED BIKE PARK BRIDGE

KEITH BLACKBURN - MAYOR

PRIYA BHAT-PATEL - MAYOR PRO TEM

MELANIE BURKHOLDER - COUNCIL MEMBER

KEVIN SHIN - COUNCIL MEMBER

TERESA ACOSTA - COUNCIL MEMBER
NUMBER OF PARKING SPACES:

TOTAL NUMBER OF OFF-STREET PARKING SPACES-. 103 TOTAL SPACES TOTAL NUMBER OF ACCESSIBLE PARKING SPACES: 12 <3 VAN ACCESSIBLE/ TOTAL NUMBER OF EV 4 ACCESSIBLE EV PARKING: 3 EV, 3 ACCESS EV TOTAL NUMBER OF EV READY PARKING.- 15 EV READY
- NORTH PARKING LOT-. 12 SPACES <10 ADA, 2 ADA EV, 30 STANDARD/ - SOUTH PARKING LOT: 33 SPACES <2 ADA, 1 ADA EV, 33 STANDARD/ NUMBER OF ON-STREET PARKING SPACES: 100 SPACES
AREA OF THE SITE UHICH IS UNDEVELOPABLE PER ZONING ORD. SEC. 21.53.230: 43.5 ACRES AVERAGE DAILY TRAFFIC: 333 UEEKDAY DAILY TRIPS, 132 PEAK HOUR TRIPS UNDERGROUND SERVICE_ ALERT
V \ Y
%
CONTACT-. TOM CARCELLI, PE, QSD
TEC@CIVTECNET
(Ysy
- GHG STUDY REQUIRED: YES
B. ENERGY EFFICIENT REQUIREMENT: YES
C. PHOTOVOLTAIC REQUIREMENT: NO
D. EV CHARGING REQUIREMENT-.

NORTH LOT.- 3 EVCS 13 EV READY <1 VAN ADA/
SOUTH LOT: 2 EVCS, 3 EV READY <1 VAN ADA/
PROVIDED:

NORTH LOT: 4 EVCS, 2 ADA, 2 STD, 3 EV READY
SOUTH LOT: 2 EVCS, 1 ADA, 1 STD, 3 EV READY
E. HOT UATER HEATING REQUIREMENT: YES
F. TRAFFIC DEMAND MANAGEMENT
REQUIRED: YES
0)
_ “sor Fowl"
‘DECLARATION OF RESPONSIBLE CHARGE"

I HEREBY DECLARE THAT I AM THE LANDSCAPE

ARCHITECT OF UORK FOR THIS PROJECT, THAT I HAVE

EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF
THIS PROJECT AS DEFINED IN SECTION 3103 OF THE

BUSINESS AND PROFESSIONS CODE AND THAT THE
DESIGN IS CONSISTENT UITH CURRENT STANDARDS.
aw
SOUTH BUILDING <1430 FARADAY AVE./
OCCUPANCY: B
CONSTRUCTION TYPE-. VB
SQUARE FOOTAGE.- 135 SF

SINGLE STORY
NORTH BUILDING B <1420 FARADAY AVE. *2)
OCCUPANCY: B
CONSTRUCTION TYPE-. VB
SQUARE FOOTAGE-- 330 SF

SINGLE STORY
PROPOSED BUILDING INFORMATION:

NORTH BUILDING A <1420 FARADAY AVE. *1/
OCCUPANCY: B
CONSTRUCTION TYPE-. VB
SQUARE FOOTAGE.- 2,235 SF

SINGLE STORY
O VWO

X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
X X
X
X
X
X

ELECTRIC
VEHICL
E

PARKINGONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING
ELECTR
I
C
VEHICL
E
PARKIN
G
ONLY
ELEC
T
R
I

CVEHICLEPARKING
ELECT
R
I
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PARKI
N
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ELECT
R
I
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VEHIC
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ELECTRI
C

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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X

XXXXXXXX
X
X
XXXXX
X
XX
X
X
X
X
VAN
VAN
VAN
VAN
VAN
VAN
VAN
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

X
X

ELECTRICVEHICLEPARKINGONLY ELECTRICVEHICLEPARKINGONLY ELECTRICVEHICLEPARKINGONLY ELECTRICVEHICLEPARKINGONLY ELECTRICVEHICLEPARKINGONLY ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLYELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLE

PARKINGONLY

ELECTRICVEHICLEPARKINGONLY
VAN
ELECTR
I
C
VEHICL
E

PARKING

KEY MAP
T-0.02
31591 Camino CapistranoSan Juan Capistrano, CA 92675 www.RJMdesigngroup.com[ 949] 493-2690 fax[949] 493-2600 phone Signature
Renewal Date
Date
L
A
RRY P.R Y A N LICENSE
N
O
.
2 5
0 2
L

ICENSE D L A N DSCAPE AR
C
H
I
T
E
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S
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A

TE OF CA L I F O R NIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A
2 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 Jesse Sanchez 10/9/25

KEY MAP

UHITMAN UAT
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L-11, L-4.01,
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DESIGN GROUP
L-1IO, L-4.10,
L-6.l0, L-110
L-117, L-4.11,
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L-113, L-4.13,
L-6.13, L-113
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L-6.18, L-118
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L-1.11, L-4.11,
L-6.11, L-U1
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L-106, L-4.06,
L-6.06, L-106
SHEETS-.

L-116, L-416,
L-109, L-4.09,
L-6.09, L-109
SHEETS:L-114, L-4.14,
L-6.14, L-114
/1I I
SHEETS;
L-1.15, L-4.15,
L-6.15, L-115
1 q
SHEETS:

L-108, L-4.08,L-6.03, L-108
SHEETS-.

L-105, L-4.05,
L-6.05, L-105
I 1h 1
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L-1.12, L-4.12,
L-6.12, L-112
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L-119, L-4.13,
L-6.13, L-119
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SHEET INDEX
T-0.03
31591 Camino CapistranoSan Juan Capistrano, CA 92675 www.RJMdesigngroup.com[ 949] 493-2690 fax[949] 493-2600 phone Signature
Renewal Date
Date
L
A
RRY P.R Y A N LICENSE
N
O
.
2 5
0 2
L

ICENSE D L A N DSCAPE AR
C
H
I
T
E
CT
S
T
A

TE OF CA L I F O R NIA

VETERANS MEMORIAL PARK
CIP 4609 54 -1A
3 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 Jesse Sanchez 10/9/25
NO.SHEET INDEX SHEET INDEXNO.NO.SHEET INDEX NO.SHEET INDEX NO.SHEET INDEX TITLE SHEET 273166SINGLE SHEET BMP EXHIBIT 135 BIKE PARK CONSTRUCTION DETAILS 204 PLANT LEGEND A62 KEY MAP T—0.02 274BP-0.01 BP-5.07 L-5.0267136BIKE PARK CONSTRUCTION DETAILS 205 PLANT LEGEND S7a3 SHEET INDEX T-0.03 275BP-0.02 BP-5.08 L-6.0068137BIKE PARK CONSTRUCTION DETAILS 206 OVERALL TREE PLAN S7bT-0.03A 2764BP-0.03 L-1.01 L-6.0169138CONSTRUCTION PLAN 207 TREE PLAN S8a5T-0.04 277BP-0.04 L-1.02 L-6.0270BIKE PARK ARTISTIC RENDERING 139 CONSTRUCTION PLAN 208 TREE PLAN S8b6T-0.05 278BP-1.01 L-1.03 L-6.0371FEATURE PLAN DUAL SLALOM 140 CONSTRUCTION PLAN 209 TREE PLAN S8c7C-0.01 279BP-1.02 L-1.04 L-6.0472 FEATURE PLAN PUMP TRACK 141 CONSTRUCTION PLAN 210 TREE PLAN S8dCIVIL INDEX MAP C-0.02 2808BP-1.03 L-6.05L-1.0573FEATURE PLAN FLOW TRAILS 142 CONSTRUCTION PLAN 211 TREE PLAN S99CIVIL DETAIL SHEET C-0.03 281BP-1.04 L-6.06L-1.0674FEATURE PLAN FLOW TRAILS 143 CONSTRUCTION PLAN 212 TREE PLAN S10a10CIVIL DETAIL SHEET C-0.04 282BP-1.05 L-6.07L-1.0775FEATURE PLAN FLOW TRAILS 144 CONSTRUCTION PLAN 213 TREE PLAN S10b11CIVIL DETAIL SHEET C-0.05 283BP-1.06 L-6.08L-1.0876FEATURE PLAN FLOW TRAILS 145 CONSTRUCTION PLAN 214 TREE PLAN Pa12CIVIL STANDARD DETAIL SHEET C-0.06 284BP-1.07 L-6.09L-1.0977FEATURE PLAN JUMP TRAILS 146 CONSTRUCTION PLAN 215 TREE PLAN Pb13CIVIL STANDARD DETAIL SHEET C-0.07 285BP-1.08 L-6.10L—1.1078FEATURE PLAN JUMP TRAILS 147 CONSTRUCTION PLAN 216 TREE PLAN M14CIVIL STANDARD DETAIL SHEET C-0.08 286BP-1.09 L-6.11L-1.1179FEATURE PLAN SKILLS 148 CONSTRUCTION PLAN 217 TREE PLAN Ea15DEMOLITION PLAN D—1.01 287BP-1.10 L-6.12L—1.1280MATERIAL PLAN DUAL SLALOM 149 CONSTRUCTION PLAN 218 TREE PLAN Eb16DEMOLITION PLAN D-1.02 288BP-1.11 L-6.13L—1.1381MATERIAL PLAN PUMP TRACK 150 CONSTRUCTION PLAN 219 TREE PLAN Ec17DEMOLITION PLAN D-1.03 289BP-1.12 L-6.14L—1.1482MATERIAL PLAN FLOW TRAILS 151 CONSTRUCTION PLAN 220 TREE PLAN Ed18DEMOLITION PLAN D-1.04 290BP-1.13 L-6.15L—1.1583MATERIAL PLAN FLOW TRAILS 152 CONSTRUCTION PLAN 221 TREE PLAN Ee19DEMOLITION PLAN D-1.05 291BP-1.14 L-6.16L—1.1684MATERIAL PLAN FLOW TRAILS 153 CONSTRUCTION PLAN 222 TREE PLAN G20 CIVIL PRECISE GRADING PLAN C—1.01 292BP-1.15 L-6.17L-1.1785MATERIAL PLAN FLOW TRAILS 154 CONSTRUCTION PLAN 223 TREE PLAN A1CIVIL PRECISE GRADING PLAN C-1.02 29321BP-1.16 L-6.18L-1.1886MATERIAL PLAN JUMP TRAILS 155 CONSTRUCTION PLAN 224 TREE PLAN A222 CIVIL PRECISE GRADING PLAN C-1.03 294BP-1.17 L-6.19L-1.1987MATERIAL PLAN JUMP TRAILS 156 CONSTRUCTION PLAN 225 TREE PLAN A323 CIVIL PRECISE GRADING PLAN C-1.04 295BP-2.01 L-6.20L-1.2088157CONSTRUCTION PLAN 226 TREE PLAN A4CIVIL PRECISE GRADING PLAN C-1.05 29624BP-2.02 L-7.01L-2.0189158CONSTRUCTION DETAILS 227 SHRUB PLAN A525 CIVIL PRECISE GRADING PLAN C-1.06 297BP-2.03 L-7.02L-2.0290LAYOUT PLAN PUMP TRACK 159 CONSTRUCTION DETAILS 228 SHRUB PLAN A626 CIVIL PRECISE GRADING PLAN C-1.07 298BP-2.04 L-7.03L-2.0391LAYOUT PLAN PUMP TRACK 160 CONSTRUCTION DETAILS 229 SHRUB PLAN S727 CIVIL PRECISE GRADING PLAN C-1.08 299BP-2.05 L-7.04L-2.0492LAYOUT TABLE PUMP TRACK 161 CONSTRUCTION DETAILS 230 SHRUB PLAN S8aCIVIL PRECISE GRADING PLAN C-1.09 30028BP-2.06 L-7.05L-2.0593LAYOUT PLAN FLOW TRAILS 162 CONSTRUCTION DETAILS 231 SHRUB PLAN S8b29CIVIL PRECISE GRADING PLAN C—1.10 301BP-2.07 L-7.06L-2.0694LAYOUT PLAN FLOW TRAILS 163 CONSTRUCTION DETAILS 232 SHRUB PLAN S9-S1030 CIVIL PRECISE GRADING PLAN C-1.11 302BP-2.08 L-7.07L-2.0795LAYOUT PLAN FLOW TRAILS 164 CONSTRUCTION DETAILS 233 SHRUB PLAN Pa31CIVIL PRECISE GRADING PLAN C-1.12 303BP-2.09 L-7.08L-2.0896LAYOUT PLAN FLOW TRAILS 165 CONSTRUCTION DETAILS 234 SHRUB PLAN Pb32 CIVIL PRECISE GRADING PLAN C-1.13 304BP-2.10 L-7.09L-2.0997LAYOUT PLAN FLOW TRAILS 166 CONSTRUCTION DETAILS 235 SHRUB PLAN Ea33 CIVIL PRECISE GRADING PLAN C-1.14 305BP-2.11 L-7.10L-2.1098LAYOUT PLAN FLOW TRAILS 167 CONSTRUCTION DETAILS 236 SHRUB PLAN Eb34CIVIL PRECISE GRADING PLAN C-1.15 306BP-2.12 L-7.11L-2.1199LAYOUT PLAN FLOW TRAILS 168 CONSTRUCTION DETAILS 237 SHRUB PLAN Ec35 CIVIL PRECISE GRADING PLAN C-1.16 307BP-2.13 L-7.12L-2.12100LAYOUT PLAN FLOW TRAILS 169 CONSTRUCTION DETAILS 238 SHRUB PLAN G36 CIVIL PRECISE GRADING PLAN C-1.17 SOUTH BLDG TITLE PAGE & CODE SUMMARYBP-2.14 L-7.13 308L-2.13 239101LAYOUT TABLE FLOW TRAILS 170 CONSTRUCTION DETAILS SHRUB PLAN A137 CIVIL PRECISE GRADING PLAN C-1.18 BP-2.15 L-7.14L-2.14 240102LAYOUT PLAN JUMP TRAILS 171 CONSTRUCTION DETAILS SHRUB PLAN 30938CIVIL PRECISE GRADING PLAN C-1.19 BP-2.16 L-7.15L-2.15 241103LAYOUT PLAN JUMP TRAILS 172 CONSTRUCTION DETAILS SHRUB PLAN A239C-1.20 310 S. BLDG EXTERIOR ELEVATION VIEWSBP-2.17 L-7.16L-2.16104LAYOUT PLAN JUMP TRAILS 242 SHRUB PLAN173CONSTRUCTION DETAILS A340C-2.01 311 S. BLDG SECTION VIEWSBP-2.18 L-7.17L-2.17105LAYOUT PLAN JUMP TRAILS 243 SHRUB PLAN174CONSTRUCTION DETAILS INT/EXT & SIDING DET.A4S. BLDG WALL FINISH SCH.C-2.02 31241BP-2.19 L-7.18L-2.18106LAYOUT TABLE JUMP TRAILS 244 SHRUB PLAN175CONSTRUCTION DETAILS A5S. BLDG - DOOR SCH. & DET., ROLL-UP DOOR SCH. & DET.42 C-2.03 313BP-3.01 L-7.19L-2.19107GRADING & DRAINAGE PLAN PUMP TRACK 245 SHRUB PLAN176CONSTRUCTION DETAILS S7aC-2.04 314 S. BLDG FOUNDATION PLAN AND DETAILSBP-3.02 L-7.20L-3.01108GRADING & DRAINAGE PLAN FLOW TRAILS 246 SHRUB PLAN177DEPT. OF ENV. HEALTH TITLE SHEET S8aS. BLDG - STR. CMU PLAN, REBAR LAY., DET.,& WALL DET.315BP-3.03 L-8.01L-3.01A109GRADING & DRAINAGE PLAN FLOW TRAILS PLANTING DETAILS178176A WATER UTILITY MAP 247C-4.0144 S8b316S. BLDG STRUCTURAL CMU ELEVATION VIEWSBP-3.04 L-8.02L-3.02110GRADING & DRAINAGE PLAN FLOW TRAILS PLANTING DETAILS179RECLAIMED WATER HZ MAP 24845C-4.02 S9317S. BLDG ROOF FRAMING PLAN AND CONNECTION DETAILSBP-3.05 E-0.01L-3.03111GRADING & DRAINAGE PLAN FLOW TRAILS 180 IRRIGATION LEGEND ELECTRICAL NOTES, SYM. LIST, & DETAILS249 S10318S. BLDG ROOF FRAMING PLAN AND CONNECTION DETAILSBP-3.06 L-3.04112GRADING & DRAINAGE PLAN FLOW TRAILS 181 IRRIGATION DETAILS E-0.02250 SINGLE LINE DIAGRAM AND DETAILS46C-4.03 P319S. BLDG PLUMBING SCHEDULE AND PLANBP-3.07 L-3.05113GRADING & DRAINAGE PLAN JUMP TRAILS 182 IRRIGATION DETAILS E-0.02A251PANEL SCHEDULES Pb320 S. BLDG PLUMBING SCHEDULE AND PLANBP-3.08 L-3.06114GRADING & DRAINAGE PLAN JUMP TRAILS 183 IRRIGATION DETAILS47 E-0.03C-4.04 252 LIGHT FIXTURE SCH. & LIGHTING CONTROLS M321S. BLDG MECHANICAL PLANBP-3.09 L-4.01115GRADING & DRAINAGE PLAN JUMP TRAILS 184 IRRIGATION PLAN E-0.04253 ELECTRICAL DETAILS48C-4.05 EaS. BLDG - E. SCH., PLAN, RISER DET., & PANEL SCH.322BP-4.01 L-4.02116185IRRIGATION PLAN E-1.00254SITE ELECTRICAL PLAN Eb323 S. BLDG TITLE 24 DOCUMENTSBP-4.02 L-4.03117186IRRIGATION PLAN E—1.01255 ELECTRICAL PLAN49C-4.06 EcS. BLDG TITLE 24 DOCUMENTSBP-4.03 L-4.04 324118187IRRIGATION PLAN E-1.02256 ELECTRICAL PLANTITLE50RW-0.01 BP-4.04 L-4.05119188IRRIGATION PLAN E-1.03257 ELECTRICAL PLAN BP-4.05 L-4.06120189IRRIGATION PLAN E-1.04258ELECTRICAL PLAN51RW-1.01 BP-4.06 L-4.07121190IRRIGATION PLAN E-1.05259PHOTOMETRIC CALCULATION52WALL PLAN VIEW RW-1.02 BP-4.07 L-4.08122191IRRIGATION PLAN E-1.06260 PHOTOMETRIC CALCULATION53WALL PLAN VIEW RW-1.03 BP-4.08 L-4.09123192IRRIGATION PLAN E-2.01261ENLARGED PLAZA LIGHTING PLAN54RW-2.01 BP-4.09 L-4.10124193IRRIGATION PLAN E-3.01262 TITLE 24 OUTDOOR55RW- 2.02 BP-4.10 L-4.11125194IRRIGATION PLAN E-3.02263 TITLE 24 OUTDOOR56RW-2.03 BP-4.11 L-4.12126195IRRIGATION PLAN G26457WALL L1 AND L2 PROFILES RW-2.04 BP-4.12 L-4.13127196IRRIGATION PLAN A1a26558RW-2.05
BP-4.13 L-4.14128197IRRIGATION PLAN A1b26659RW-2.06 BP-4.14 L-4.15129198IRRIGATION PLAN A1 c26760RW-2.07 BP-5.01 L-4.16130199IRRIGATION PLAN A2a JESSE SANCHEZ268RW-2.0861 BP-5.02 L-4.17131BIKE PARK CONSTRUCTION DETAILS 200 IRRIGATION PLAN A2b269 BUILDING OFFICIAL DATERW-2.0962 BP-5.03 L-4.18132BIKE PARK CONSTRUCTION DETAILS 201 IRRIGATION PLAN A3270 SHEETSSHEETTYPICAL WALL SECTIONS RW-3.0163 BP-5.04 L-4.19133BIKE PARK CONSTRUCTION DETAILS 202 IRRIGATION PLAN INTERIOR/EXTERIOR A4a271WALL CONSTRUCTION DETAILS64 BP-5.05 L-4.20134BIKE PARK CONSTRUCTION DETAILS IRRIGATION PLAN203 A4bN. BLDG ’A’ - WALL FINISH DETAILS272WALL CONSTRUCTION DETAILS65 UNDERGROUND SERVICE ALERTRJMA200/30/2027
9/25/2025 SHEET LABEL PROJECT NO.DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG

LAYOUT PLAN / TABLE - DUAL SLALOM

SHEETLABEL
SSBMP-1
N. BLDG ’A’ - SECTION VIEWS
N. BLDG ’A’ - WALL FIN. SCH.

S. BLDG - FLOOR PLAN, ADA CLEARANCES, ADA RESTROOM

FIXTURE DETAILS, AND INTERIOR ELEVATION VIEWS

ALLEN BLOCK RETAINING WALL PLANS

SHEET AND NOTES

WALL PLAN VIEW
SHEET
LABEL
BP-5.06
SHEET
LABEL
A5
RW-3.02
RW-3.03

SECTIONS / PROFILES - DUAL SLALOM

SECTIONS / PROFILES - PUMP TRACK

SECTIONS / PROFILES - FLOW TRAILS

SECTIONS / PROFILES - JUMP TRAILS

BIKE PARK CONSTRUCTION DETAILS

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT

WALL D, E, AND F PROFILES

WALL H, I, AND J PROFILES
WALL K1, K2, AND L1 PROFILES

SHEET INDEX

ACCESSIBILITY PLAN (NORTH)

ACCESSIBILITY PLAN (SOUTH)

CIVIL TITLE SHEET
CALL:811
CIVIL PRECISE GRADING PLAN_______________

CIVIL STORM DRAIN PLAN/PROFILE

CIVIL STORM DRAIN PLAN/PROFILE
CIVIL HORIZONTAL CONTROL / SIGNING ANDSTRIPING PLANS___________________________ CIVIL HORIZONTAL CONTROL / SIGNING ANDSTRIPING PLANS___________________________ CIVIL HORIZONTAL CONTROL / SIGNING ANDSTRIPING PLANS___________________________

CIVIL HORIZONTAL CONTROL / SIGNING AND
STRIPING PLANS___________________________
CIVIL HORIZONTAL CONTROL / SIGNING ANDSTRIPING PLANS___________________________

CIVIL HORIZONTAL CONTROL / SIGNING ANDSTRIPING PLANS
WALL M1, M2, N, AND 0 PROFILES
WALL P, Q, R, S1, AND S2 PROFILES
WALL T1, T2, U, AND V PROFILES
WALL BASIN A, BASIN E, BASIN G1, AND BASING2 PROFILES

WALL BASIN H PROFILES

BIKE PARK NOTES

BIKE PARK KEY MAP / OVERALL PLAN

SITE DEVELOPMENT AND CIRCULATION PLAN
NORTH BLDG ’A’ -TITLE, SHEET & CODES____________
N. BLDG ’A’ - FLOOR PLAN_________________________
N. BLDG ’A’ - ADA CLEARANCES_________________
N. BLDG ’A’ - ADA REST. FIX. DET. 8c INT. ELEV.

N. BLDG ’A’ - EXTERIOR ELEVATION VIEWS______
N. BLDG ’A’ - EXTERIOR ELEVATION VIEWS
N. BLDG ’A’ - POOR SCH. 8c DOOR DETAILS_________________________ N. BLDG ’A’ - CONCESSION WINDOW SCH. 8c DET.___________________ N. BLDG ’A’ - FOUNDATION PLAN AND DETAILS______________________ N. BLDG ’A’ - FOUNDATION PLAN AND DETAILS______________________ N. BLDG ’A’ - STRUCTURAL CMU PLAN______________________________ N. BLDG ’A’ - STRUCTURAL CMU REBAR LAYOUT 8c DET._____________ N. BLDG ’A’ - STRUCTURAL CMU ELEVATION VIEWS__________________ N. BLDG ’A’ - STRUCTURAL CMU ELEVATION VIEWS__________________ N. BLDG ’A’ - ROOF FRAMING PLAN________________________________ N. BLDG ’A’ - ROOF CONNECTION DETAILS__________________________ N. BLDG ’A’ - ROOF CONNECTION DETAILS__________________________ N. BLDG ’A’ - PLUMBING SCHEDULE AND PLAN__________________ N. BLDG ’A’ - PLUMBING SCHEDULE AND PLAN__________________ N. BLDG ’A’ - MECHANICAL PLAN__________________________________ N. BLDG ’A’ - E. SCH., RISER DET., PANEL SCH., 8c PLANS N. BLDG ’A’ - E. SCH., RISER DET., PANEL SCH., 8c PLANS N. BLDG ’A’ - TITLE 24 DOCUMENTS___________________________ N. BLDG ’A’ - TITLE 24 DOCUMENTS___________________________ N. BLDG ’A’ - TITLE 24 DOCUMENTS___________________________ NORTH BLDG ’B’ - TITLE PAGE, 8c CODE SUMMARY
N. BLDG ’B’ - FLOOR PLAN________________________________________ N. BLDG ’B’ - EXTERIOR ELEVATION VIEWS_________________________ N. BLDG ’B’ - SECTION VIEWS_____________________________________ N. BLDG ’B’ - WALL FINISH SCH.-INT./EXT.&WALL FIN. DET.

N. BLDG ’B’ - DOOR SCH. 8c DET., ROLL-UP DOOR SCH. 8c DET.

N. BLDG ’B’ - VENT SCHEDULE AND DETAILS________________________ N. BLDG ’B’ - FOUNDATION PLANS AND DETAILS_____________________ N. BLDG ’B’ - STR. CMU PLAN, REBAR LAYOUT, AND DETAILS
N. BLDG ’B’ - STRUCTURAL CMU ELEVATION VIEWS__________________ N. BLDG ’B’ - ROOF FRAMING PLAN 8c CONNECTION DETAILS
N. BLDG ’B’ - PLUMBING SCHEDULE 8c PLAN____________________ N. BLDG ’B’ - PLUMBING SCHEDULE 8c PLAN____________________ N. BLDG ’B’ - E. SCH., PLAN, RISER DETAILS 8c PANEL SCH.

N. BLDG ’B’ - TITLE 24 DOCUMENTS____________________________ N. BLDG ’B’ - TITLE 24 DOCUMENTS
SHEET
LABEL
T-0.01
DESIGN DATE PREPARED: 9/25/2025GROUP

SHEET LABEL
L-5.01
• City of Carlsbad
A ■
i- i

SHEET INDEX
T-0.0
31591 Camino CapistranoSan Juan Capistrano, CA 92675 www.RJMdesigngroup.com[ 949] 493-2690 fax[949] 493-2600 phone Signature
Renewal Date
Date
L
A
RRY P.R Y A N LICENSE
N
O
.
2 5
0 2
L

ICENSE D L A N DSCAPE AR
C
H
I
T
E
CT
S
T
A

TE OF CA L I F O R NIA

VETERANS MEMORIAL PARK
CIP 4609 546-1A
4 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 63A
Jesse Sanchez 10/9/25
NO.SHEET INDEX
325 WATER SEWER PLANS TITLE SHEET WS-0.01
326 WATER SEWER PLANS WS-0.02
327 WATER SEWER PLANS WS— 0.03
328 WATER SEWER PLANS WS-0.04
329 WATER SEWER PLANS WS-0.05
330 MITIGATION COVER SHEET MI-101
331 MITIGATION IRRIGATION COVER SHEET MI-001
MITIGATION IRRIGATION OVERALL PLAN MI-200332
MITIGATION IRRIGATION PLAN MI-201333
MITIGATION IRRIGATION PLAN MI-202334
MITIGATION IRRIGATION PLAN MI-203335
MITIGATION IRRIGATION PLAN MI-204336
MITIGATION IRRIGATION PLAN MI-205337
MITIGATION IRRIGATION PLAN MI-206338
MITIGATION IRRIGATION PLAN MI-207339
MITIGATION IRRIGATION PLAN MI-208340
MITIGATION IRRIGATION PLAN MI-209341
MITIGATION IRRIGATION PLAN MI-210342
MITIGATION IRRIGATION PLAN MI-211343
MITIGATION IRRIGATION LEGEND AND NOTES MI-212344
MITIGATION IRRIGATION CALCULATIONS MI-213345
MITIGATION IRRIGATION DETAILS MI-214346
MITIGATION IRRIGATION DETAILS MI-215347
MITIGATION OVERALL PLANTING PLAN MI-300348
MITIGATION PLANTING PLAN MI-301349
MITIGATION PLANTING PLAN MI-302350
MITIGATION PLANTING PLAN MI-303351
MITIGATION PLANTING PLAN MI-304352
MITIGATION PLANTING PLAN MI-305353
MITIGATION PLANTING PLAN MI-306354
MITIGATION PLANTING PLAN MI-307355
MITIGATION PLANTING PLAN MI-308356
MITIGATION PLANTING PLAN MI-309357
MITIGATION PLANTING PLAN MI-310358
MITIGATION PLANTING PLAN MI-311359
MITIGATION PLANTING LEGEND MI-312360
MITIGATION PLANTING DETAILS MI-313361
TECHNOLOGY TITLE SHEET TC-000362
TECHNOLOGY TITLE SHEET TC-001363
TECHNOLOGY SITE PLAN TC-100364
TECHNOLOGY SITE PLAN TC-101365
TECHNOLOGY SITE PLAN TC-102366
TECHNOLOGY FLOOR PLAN TC-201367
TECHNOLOGY FLOOR PLAN TC-202368
TECHNOLOGY FLOOR PLAN TC-203369
TECHNOLOGY ENLARGED FLOOR PLANS TC-400370
TECHNOLOGY DIAGRAMS TC-500371
TECHNOLOGY DIAGRAMS TC-501372
TECHNOLOGY DIAGRAMS TC-502373
374 TECHNOLOGY DETAILS TC-600
375 TECHNOLOGY DETAILS TC-601
376 TECHNOLOGY SCHEDULE TC-800
377 FIRE ENGINE ACCESS PLAN F-1.01
378 FIRE TRUCK ACCESS PLAN F-1.02
379 FIRE HYDRANT PLAN F-1.03
380 FIRE NOTES & FIRE FLOW CALCS F-2.01
381 FIRE ACCESS DETAILS F-2.02
382 SDG&E POWER EXTENSION PLAN UD-01
383 SDG&E POWER EXTENSION PLAN UD-02
384 OFF-SITE TITLE SHEET 0F-0.01
JESSE SANCHEZ385OF-1.01
OF-2.01 BUILDING OFFICIAL DATE386

SHEETSSHEET
UNDERGROUND SERVICE ALERTRJMA200/30/2027
9/25/2025 SHEET LABEL PROJECT NO.DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVALTWO WORKING DAYS BEFORE YOU DIG SHEEI
LABEL

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT

OFF-SITE INDEX MAP/DETAILS

OFF-SITE PUBLIC WATER/SEWER PLAN
CALL:811
DESIGN DATE PREPARED: 9/25/2025GROUP
• City of Carlsbad

X
X
X
X
ELECT
R
I
C
VEHICL
E
PARK
I
N
G
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING
ELECT
R
I
C
VEHIC
L
E
PAR
K
I
N
G
ONLY
ELE
C
T
R
I
C
VEHI
C
L
E
PARK
I
N
G
ELECT
R
I
C
VEHI
C
L
E
PARK
I
N
G
ONLY
ELEC
T
R
I
C
VEH
I
C
L
E
PARK
I
N
G
ONLY
ELEC
T
R
I
C
VEH
I
C
L
E
PARK
I
N
G
ONLY
X
X
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

XXXXXXXXXXXXX
X
X
X
X

XXXXXXXX
X
X
X
XX
X
X
X
X
X
X
X
VAN
VAN
VAN
VAN
VAN
VAN
X
X
X
X
X
X
X
X
X
X
X
X
X
X

HB-1 HB-1BP
HB-1
HB-1
HB-1
HB-1
HB-1
HB-1
HB-1
HB-2
HB-1
S-1
S-3
FS
WC-1
LV-1
WC-1
3" VTR
FD-1
FD-1
FD-2LV-1
FD-2
FD-2
LV-2
3" VTR
LV-2FD-2
FD-2
LV-1
FD-2WC-1
3" VTR
BP
WC-1
LV-1
WC-1
LV-1
FD-2
WC-1
LV-1
FD-2
FD-2
3" VTR
3" VTR
3" VTR
X
X
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T-0.04
31591 Camino CapistranoSan Juan Capistrano, CA 92675 www.RJMdesigngroup.com[ 949] 493-2690 fax[949] 493-2600 phone Signature
Renewal Date
Date
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2 5
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NORTH PARKING AREA
72 TOTAL PARKING STALLS
·10 ACCESSIBLE PARKING STALLS
5 VAN ACCESSIBLE
5 STANDARD ACCESSIBLE
·2 ACCESSIBLE EV PARKING STALLS
1 VAN ADA EV CHARGER (EVCS)
1 STANDARD EV CHARGER (EVCS)
·11 EV PARKING STALLS
2 STANDARD EV CHARGERS (EVCS)
9 EV READY
·49 STANDARD PARKING STALLS

ACCESSIBLE PATH OF TRAVEL
(LESS THAN 5% SLOPE)

ACCESSIBLE PARKING STALLS

ACCESSIBILITY PLAN (NORTH)

ACCESSIBLE PATH SIGNAGE

WITH DIRECTIONAL INDICATORS,
SEE DETAIL 1, SHEET T-0.05.

NON-ACCESSIBLE PATH SIGNAGE,
SEE DETAIL 1, SHEET T-0.05.
3865
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 Jesse Sanchez 10/9/25

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T-0.05
31591 Camino CapistranoSan Juan Capistrano, CA 92675 www.RJMdesigngroup.com[ 949] 493-2690 fax[949] 493-2600 phone Signature
Renewal Date
Date
L
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2 5
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ICENSE D L A N DSCAPE AR
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CIP 4609 541-1A

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ACCESSIBILITY PLAN (SOUTH)

ACCESSIBLE PATH OF TRAVEL
(LESS THAN 5% SLOPE)

ACCESSIBLE PARKING STALLS

ACCESSIBLE PATH SIGNAGE

WITH DIRECTIONAL INDICATORS,
SEE DETAIL 1, SHEET T-0.05.

NON-ACCESSIBLE PATH SIGNAGE,
SEE DETAIL 1, SHEET T-0.05.

SOUTH PARKING AREA
36 TOTAL PARKING STALLS
·2 ACCESSIBLE PARKING STALLS
1 VAN ACCESSIBLE
1 STANDARD ACCESSIBLE
·1 ACCESSIBLE EV PARKING STALLS
1 VAN ADA EV CHARGER (EVCS)
·7 EV PARKING STALLS
1 STANDARD EV CHARGERS (EVCS)
6 EV READY
·26 STANDARD PARKING STALLS
no International
symbol of accessibility
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3866
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 Jesse Sanchez 10/9/25
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BUILDING OFFICIAL DATE
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9/09/2025 SHEET LABEL PROJECT NO.DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALParks & Recreation Department REVISION DESCRIPTION120'0'30'60‘ENGINEER OF WORK CITY APPROVALOTHER APPROVAL —ll —

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NOTES:
(A) CONTRACTOR SHALL PROVIDE SHOP DRAUINGS TO CITY 4 LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. (B) ALL STEEL POSTS SHALL CONFIRM TO THE STANDARD SPECIFICATIONS FOR HOT ROLLED CARBON SHEET 5 STEEL, COMMERCIAL QUALITY, ASTM DES A-569-12, (IN LINE GALVANIZED ZINC COATING? 4 ACROSS-LINKED POLYURETHANE ACRYLIC EXTERIOR COATING.

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PROJECTLOCATION
TITLE SHEET 1INDEX MAP 2DETAIL SHEETS 3 TO 5STANDARD DETAIL SHEETS 6 TO 8DEMOLITION PLANS 9 TO 13PRECISE GRADING PLAN 14 TO 33STORM DRAIN PLAN/PROFILE 34 TO 37HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN 38 TO 43ALLAN BLOCK RETAINING WALLS 44 TO 59SINGLE SHEET BMP EXHIBIT 60RETAINING WALL DETAILS & SECTIONS 61 (SEE ALSO TABLE ON SHEET 2)
218,800
180,900
0 2,950
5,000

37.1 ACRES

93.702 ACRES
0 SQ. FT.
202,985 SQ. FT.

CITY OF CARLSBAD PARKS DEPARTMENT
DWG. 369-2GRADING AND DRAINAGE PLANS FOR FARADAY AVE.DWG. 377-3KELLY RANCH CORE AREADWG. 377-3AKELLY RANCH COREDWG. 478-5HCARLSBAD DESALINATION CONVEYANCE PIPELINE

EAST SIDE OF FARADAY AVENUE, SOUTH OFWHITMAN WAY

SOUTHERN CALIFORNIA GEOTECHNICAL
LOT 10 OF CITY OF CARLSBAD CT 09-03, IN THE CITYOF CARLSBAD, COUNTY OF SAN DIEGO, STATE OFCALIFORNIA, ACCORDING TO MAP THEREOF NO.15902 FILED IN THE OFFICE OF THE COUNTYRECORDER OF SAN DIEGO COUNTY ON MARCH 4,2013.

APN: 212-271-03-00
APN: 212-271-03-00
1994870.6 6239692.3
civTEC
999 CORPORATE DR., SUITE #100
LADERA RANCH, CA 92694
949-463-8822
C-81640
SEPT. 30, 2025

AERIAL TOPOGRAPHY AND FIELD SURVEY
PSOMAS.

PROJECT NO. 19G109-2 APRIL 7, 2020
civTEC
REVIEWED BY:

DATEINSPECTOR
DATE
"AS BUILT"
RCE EXP.
20 THOMAS E. CARCELLI
BASED UPON CITY OF CARLSBAD LOCAL NGVD29 DATUM; SAIDELEVATIONS ARE BASED LOCALLY UPON FIELD-OBSERVED TIESTO THE FOLLOWING CITY OF CARLSBAD LOCAL BENCHMARKS:REFERENCED STATIONS CONNECTED PER ROS 17271:105,109,58,57,56,130

BIOFILTRATIONAREA WITHUNDERDRAIN
CITY OFCARLSBAD SEE SWQMP C-0.05, C-1.01,C-1.02, C-1.06,C-1.09, C-1.18,C-1.20

SEE SWQMP
105: 45.41', 109: 26.135', 58: 56.23',57: 44.01' ,56: 111.374', 130: 40.91' MITIGATION MONITORING AND REPORTING PROGRAMMITIGATION MEASURES:

BIO-3: (PART): ENSURE A QUALIFIED BIOLOGIST TRAINS PROJECT PERSONNEL BEFORE PROJECT ACTIVITIES.

BIO-4: CLEARING AND GRUBBING AND OTHER CONSTRUCTION ACTIVITIES ARE PROHIBITED ON SITE DURINGTHE BIRD-BREEDING SEASON (FEBRUARY 15–AUGUST 31), IF FEASIBLE. IF THE BREEDING SEASON CANNOT BEAVOIDED, THE FOLLOWING MEASURES SHALL BE TAKEN:

A. SINCE COASTAL CALIFORNIA GNATCATCHERS (POLIOPTILA CALIFORNIA CALIFORNICA) HAVE THEPOTENTIAL TO OCCUR ON SITE, A QUALIFIED BIOLOGIST SHALL CONDUCT A PRE-CONSTRUCTION NESTCLEARANCE SURVEY WITHIN 500 FEET SURROUNDING THE PROJECT SITE WITHIN SUITABLE HABITAT NOMORE THAN THREE DAYS PRIOR TO CONSTRUCTION.

B. SURVEYS SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST IN APPROPRIATE HABITAT FOR COASTALCALIFORNIA GNATCATCHERS, NESTING RAPTORS AND MIGRATORY BIRDS AND WITHIN A 500-FOOTSURVEY BUFFER WITHIN THREE DAYS INITIATION OF CONSTRUCTION OR VEGETATION REMOVAL.

C. THE USFWS SHALL BE NOTIFIED IMMEDIATELY OF ANY FEDERALLY LISTED SPECIES THAT ARE LOCATEDDURING PRE-CONSTRUCTION SURVEYS WITHIN THE ADJACENT AREAS.

D. IF NESTS OF LISTED BIRDS, MIGRATORY BIRDS, RAPTORS, OR OTHER SPECIAL-STATUS SPECIES ARELOCATED, THEY SHALL BE FENCED WITH A PROTECTIVE BUFFER OF 500 FEET FROM ACTIVE NESTS OFLISTED SPECIES OR RAPTORS, AND AN APPROPRIATE WIDTH FOR OTHER SPECIAL-STATUS BIRD SPECIES,TO BE DETERMINED BY QUALIFIED BIOLOGIST. ALL CONSTRUCTION ACTIVITY SHALL BE PROHIBITEDWITHIN THIS AREA UNTIL THE BIRDS HAVE FULLY FLEDGED, OR THE NEST IS DETERMINED TO NO LONGERBE ACTIVE.

E. DURING THE BREEDING SEASON, CONSTRUCTION NOISE SHALL BE MEASURED BY THE PROJECTBIOLOGIST REGULARLY TO MAINTAIN A THRESHOLD AT OR BELOW 60 A-WEIGHTED DECIBELS (DBA)HOURLY EQUIVALENT LEVEL (LEQ) WITHIN 500 FEET OF BREEDING HABITAT OCCUPIED BY LISTED SPECIES.THE SITE IS CURRENTLY AFFECTED BY ROADWAY NOISE. IF AMBIENT LEVELS ARE GREATER THAN 60 DBA,A MODIFIED THRESHOLD SHOULD BE EVALUATED WITH THE CITY OF CARLSBAD. IF NOISE LEVELS EXCEEDTHE THRESHOLD, THE CONSTRUCTION ARRAY SHALL BE CHANGED, SUCH AS USING DIFFERENTCONSTRUCTION EQUIPMENT, OR NOISE ATTENUATION MEASURES SHALL BE IMPLEMENTED, SUCH ASNOISE BLANKETS, TO ACHIEVE A CONSTRUCTION NOISE LEVEL OF LESS THAN 60 DBA.

BIO-5: THE FOLLOWING WILDLIFE IMPACT AVOIDANCE MEASURES SHALL BE IMPLEMENTED DURINGCONSTRUCTION OF THE PROJECT SITE.

A. LIGHTING IN OR ADJACENT TO THE PRESERVE SHALL NOT BE USED, EXCEPT WHERE ESSENTIAL FORROADWAY, FACILITY USE, AND SAFETY. IF NIGHTTIME CONSTRUCTION LIGHTS ARE NECESSARY, ALLLIGHTING ADJACENT TO NATURAL HABITAT SHALL BE SHIELDED AND/OR DIRECTED AWAY FROMHABITAT.B. IF DEAD OR INJURED LISTED SPECIES ARE LOCATED, INITIAL NOTIFICATION MUST BE MADE WITHIN THREEWORKING DAYS, IN WRITING, TO THE USFWS AND CDFW.C. TO AVOID ATTRACTING PREDATORS OF THE TARGET SPECIES OF CONCERN, THE PROJECT SITE SHALL BEKEPT AS CLEAN OF DEBRIS AS POSSIBLE. ALL FOOD-RELATED TRASH ITEMS SHALL BE ENCLOSED INSEALED CONTAINERS AND REGULARLY REMOVED FROM THE SITE. PETS OF CONSTRUCTION PERSONNELSHALL NOT BE ALLOWED ON THE PROJECT SITE WHERE THEY MAY COME INTO CONTACT WITH ANYLISTED SPECIES.D. A QUALIFIED BIOLOGIST WITH EXPERTISE AND EXPERIENCE CONDUCTING BAT SURVEYS SHALL BERETAINED BY THE CITY AS A DESIGNATED BAT BIOLOGIST. A BAT SURVEY WILL BE CONDUCTED WITHINTHE PROJECT SITE TO IDENTIFY POTENTIAL HABITAT THAT COULD PROVIDE DAYTIME AND/OR NIGHTTIMEROOST SITES, AND ANY MATERNITY ROOSTS, ESPECIALLY WITHIN TREES WITHIN THE PROJECT AREA. THESURVEY SHALL OCCUR DURING THE ROOSTING SEASON (APPROXIMATELY MARCH-SEPTEMBER) USINGACOUSTIC TECHNOLOGY AND EMERGENCE COUNTS. ALSO, NO MORE THAN 30 DAYS PRIOR TOVEGETATION REMOVAL, THE DESIGNATED BAT BIOLOGIST WILL CONDUCT A PRECONSTRUCTION BATSURVEY WITHIN ALL TREES OR STRUCTURES THAT PROVIDE SUITABLE BAT ROOSTING HABITAT WITHIN THEPROJECT SITE. IF A MATERNITY ROOST IS DETERMINED TO BE PRESENT WITHIN A TREE TO BE REMOVED, A300-FOOT NO WORK BUFFER SHALL BE PLACED AROUND THE ROOST AND NO WORK SHALL OCCURWITHIN THE BUFFER UNTIL AFTER THE ROOSTING SEASON IS OVER. WORK MAY PROCEED AFTER AQUALIFIED BIOLOGIST IS ABLE TO VERIFY THAT THE ROOST IS NO LONGER ACTIVE.

NOTE: PLEASE BE ADVISED OF OTHER MITIGATION MEASURES FROM THE MITIGATION MONITORING ANDREPORTING PROGRAM (MMRP) THAT ARE RELEVANT TO GRADING ACTIVITIES, INCLUDING BUT NOT LIMITEDTO:BIO-3 B) THROUGH K), CUL-1, CUL-2, CUL-3, CUL-4, CUL-5. CUL- 6, CUL-7, CUL-8, CUL-9, CUL-10, CUL-11,CUL-14, CUL-15, AND GEO-2 1200 CARLSBAD VILLAGE DRIVECARLSBAD, CA 92008
442-339-2820
N/A
7454 JUNE 15, 2022

BASIS OF BEARINGS
THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF1983, CCS83, ZONE 6, (EPOCH 1991.35) IN ACCORDANCE WITH THE CALIFORNIA PUBLICRESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPONFIELD-OBSERVED TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OREQUIVALENT 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). THECOORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF GROUND DISTANCES. FROM THE GRIDCOORDINATE NORTH 1,995,736.572 AND EAST 6,240,281.313 APPLY THE RECIPROCAL OF THEAVERAGE COMBINATION FACTOR OF 0.999 961 32 TO OBTAIN GROUND COORDINATES.

JUNE

GENERAL CONSTRUCTION NOTES
4 3
5 2

PROTECT IN PLACE
6" CONCRETE SURFACE DETAIL 2, SHEET L-2.01
1 6
7 8
RESILIENT SURFACE DETAIL 1, SHEET L-2.02
3-FOOT WIDE V-GUTTER (IN PARKING AREAS)DETAIL 9, SHEET C-0.039

TREE WELL WITH CONCRETE BAND OR SEAT WALL PER LANDSCAPE ARCHITECT PLANS 10 CURB, C.F. PER PLAN S.D.R.S.D. G-01
CURB & GUTTER, C.F. PER PLAN S.D.R.S.D. G-02
CURB RAMP, TYPE PER PLAN S.D.R.S.D. G-27 TO G-32B
11 12 DECORATIVE PAVING SURFACE DETAIL 4, SHEET L-2.01
13 18" STEP-OUT CURB DETAIL 13, SHEET C-0.03
14 CURB FACE TRANSITION DETAIL 14, SHEET C-0.03
15 LOCAL DEPRESSION, 5-FOOT TRANSITION N/A
16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1 N/A
17 18" U-CHANNEL DETAIL 17, SHEET C-0.03
4" A.C./12" A.B. PAVEMENT (DRIVE AISLES)N/A
4" A.C./6" A.B. PAVEMENT (PARKING STALLS)N/A
5" D.G. /3" A.B. SURFACE DETAIL 5, SHEET L-2.01
-
-
6 EA
115 LF
530 LF
-
315 LF
2 EA
745 LF
1,350 LF
19,625 SF
-
-
-
31,650 SF
-
24 LF

THE SWPPP WILL BE UPLOADED BY THE CONTRACTOR PRIOR TO CONSTRUCTION APRIL 9, 2025
9/9/2025
(SEE LANDSCAPE PLANS)
(SEE LANDSCAPE PLANS)
(SEE LANDSCAPE PLANS)
(SEE LANDSCAPE PLANS)
9/11/2025 Curtis Jackson, Real Estate Manager
9/30/2026
6/18/2025
GE 2364
GREGORY K. MITCHELL
JULY 19 JUNE 25
June 15, 2022
June 15, 2022
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
3867
Jesse Sanchez 10/9/25

GRADING NOTES
WORK TO BE DONE— AND/OR AS DIRECTED BY THE CITY THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND1.

2.VICINITY MAP REQUIREMENTS, RESOLUTIONS ANDCARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY CITY OF THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWINGHIGHWAYAS DIRECTED BY THE CITY3.

1.CARLSBAD MUNICIPAL CODEDISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY

2. CITY OF CARLSBAD ENGINEERING STANDARDS4.RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER 3.THIS SET OF PLANSWORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A ©FARADAY£C9 RESOLUTION NO.DATED4.

5. CITY OF VISTA32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES CAN'6.ROAPALOMAR5.7.OoY 5%) - 70% COVER WITH WELL-ESTABLISHED,

SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE.

PERMANENTLY STABILIZE FLAT AREAS (<5%) - 70% COVER WITH WELL-ESTABLISHED,

SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR RECORDED: _ ELEVATION:

EXEMPT FROM
TRASH CAPTURE?
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.

THIS PROJECT, DRAWING NO. _ ENGINEER OR PLANNING DIRECTOR.

OBSERVE AND CONTROL THE CARLSBAD MUNICIPAL CODE.
ml 70
70 o'
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS - APPLIES TO SHEETS 1 TO 43 OF THIS PLAN SET.I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY TOTAL DISTURBED AREA =
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION

WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY

TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS)
TOTAL REPLACED IMPERVIOUS AREA =
TOTAL PROPOSED IMPERVIOUS AREA =
PLANS AND THE CITY STANDARDS, SPECIFICATIONS, ORDINANCES CITED ON THESE PLANS.

ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER.

TOPOGRAPHY SHOWN HEREON
ACCURACY STANDARDS.

PROJECT LOCATION
PARTIALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE SATISFACTION OF THE CITY, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

RESTRICT ACCESS TO SITE - COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE.

SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASSING ARE PROHIBITED.

TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT.

NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS

RESPONSIBLE FOR MAINTAINING FENCING AND SIGNAGE, ADHERING TO THE FIRE PREVENTION

ORDINATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION

GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE.

APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER’S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.

NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.

FIELD AND LABORATORY TESTS AND PLOTTED TEST POINTS THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO.

THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.

CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED _______________________________

EXEMPT FROM
HYDROMODIFICATION?
G.E./P.E. NO.:

DATE: ______
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR.A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF

36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE ’’STENCILS” BE ADDED TO PROHIBIT

CITY OF MARCOS SAN

CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE

FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE’S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF ”A-” OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY ’’BESTS” KEY RATING GUIDE.

NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.

33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT 2 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.

28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.

11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. ©

12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL.

UNTIL THE PERMITTEE HAS RECEIVED WRITTEN ENGINEER TO DO SO.

20. ALL OPERATIONS CONDUCTED ON THE SITE OR
METHODS FROM INFORMATION GATHERED ON_ BY__________________________________ A
CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK, THE CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.

15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORKING DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.

16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.

17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING

A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5’) OR

MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM $
p

10. STORM WATER POLLUTION PREVENTION PLAN:

BY __________________________
WDID NO. 9 375 _______________________

11. STORM WATER MANAGEMENT PLAN PREPARED
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)

21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 1800)422-4133 800)411-7343 800)892-0123 760)438-7741 619)262-1122 760)434-2980 760 438-2722 760 633-2650 760 753-0155 760 744-0460 760)753-6466 (760)726-1340 x1330

34. PERMIT COMPLIANCE REQUIREMENTS:

A. FOR CONTROLLED GRADING - THE APPLICANT HIRES A CIVIL ENGINEER,

SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,

18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.

19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA

22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.

23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.

24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE.

25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.

26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.

27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.

31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 0 BE RETAINED TO SUPERVISE OVER- ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. I (WE) ALSO UNDERSTAND AND ACKNOWLEDGE THAT I (WE) MUST:
(1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD.

IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (OSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION. &
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___________________,20ROM THIS STUDY, WITH MY
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29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.

UNDERGROUND SERVICE ALERT SDG&E AT&TTIME WARNER CABLECOX COMMUNICATIONSCITY OF CARLSBAD(STREETS & STORM DRAIN)tlTY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) ‘SAN DIEGUITO WATER DISTRICT tEUCADIA WASTEWATER DISTRICT ’VALLECITOS WATER DISTRICT ‘OLIVENHAIN WATER DISTRICT‘BUENA SANITATION DISTRICT*AS APPROPRIATE OCEANSIDE78 __

THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).

SOILS REPORT AND RECOMMENDATIONS BY_____________ DATED _________________________ Pwy
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APPROVED- JASON S. GELDERTJasow CAaut
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CITY OF CARLSBAD

ENGINEERING DEPARTMENT

10'
10'
0 60 120 240
SCALE: 1" = 120'
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WHITMAN WAY
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CIVILENGINEERINGCONSULTING
999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: [email protected] September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYINDEX MAP SHEET C-1.01
SHEET C-1.02
SHEET C-1.03
SHEET C-1.04
SHEET C-1.06
SHEET C-1.05
SHEET C-1.07
SHEET C-1.08
SHEET C-1.11
SHEET C-1.12
SHEET C-1.10
SHEET C-1.09
SHEET C-1.13 SHEET C-1.14
SHEET C-1.15 SHEET C-1.16
SHEET C-1.17
SHEET C-1.19
SHEET C-1.20
SHEET C-1.18

PARK AREAS LEGEND

FLOOD ZONE INFORMATION
FLOOD ZONE DESIGNATION: ZONE X
(AREAS OUTSIDE OF 0.2%ANNUAL CHANCE FLOODPLAIN)MAP NO.:06073C0768GPANEL NO.:768 OF 2375EFFECTIVE DATE:MAY 16, 2012 AREA DISTURBED:36.5± ACRES
CUT 218,800 CUBIC YARDS
SHRINKAGE (13%±)(28,400) CUBIC YARDS
FILL 180,900 CUBIC YARDS
SHRINKAGE (O/E) (13%±)650 CUBIC YARDSSUBSIDENCE (0.1'±)5,900 CUBIC YARDS EXPORT 2,950 CUBIC YARDS
OVER-EXCAVATION *5,000 CUBIC YARDS
* EARTHWORK
SHEET C-0.02
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITHTHE EARTHWORK SPECIFICATION AND AS DIRECTED BY THEGEOTECHNICAL ENGINEER. * THE ABOVE CUT/FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. THISCALCULATION DOES NOT INCLUDE SPOILS FROM BUILDING OR UTILITY FOOTINGS,NOR UTILITY TRENCHING. THIS CALCULATION INCLUDES EXCAVATION FOR THEBIOFILTRATION AREAS AND INCLUDES AN ALLOWANCE FOR SELECT FILL BEHINDTHE ALLAN BLOCK RETAINING WALLS, ASSUMED TO TOTAL 6,500 CUBIC YARDS.

THIS CALCULATION ASSUMES:
·SHRINKAGE OF 10% TO 16% - USE 13%
·SUBSIDENCE OF 0.1-FEET
·REMOVALS PER THE SOILS REPORT INCLUDE 5-FEET BELOW THE BUILDINGSAND 1-FOOT BELOW THE SIDEWALKS CONTRACTOR SHALL REFER TO THE SOILS REPORT FOR STATEMENTS CONCERNINGGRADING REQUIREMENTS.

THE ESTIMATES OF GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FORSATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THECONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALLIMPROVEMENT QUANTITIES, INCLUDING GRADING QUANTITIES, AND SHALL USESAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).

NOTICE TO THE CONTRACTOR
THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FORDISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TOBRING THE SITE TO DESIGN GRADE.

STORM DRAIN LINE 'C'- SEE SHEET 32
STORM DRAIN LINE 'B-2'- SEE SHEET 30
STORM DRAIN LINE 'B-1'- SEE SHEET 30
STORM DRAIN LINE 'B'- SEE SHEETS 31 AND 32
STORM DRAIN LINE 'A'-SEE SHEETS 29 AND 30
NOTE TO CONTRACTOR:FINE GRADING NOTE:ALL LANDSCAPED AREAS (BOTH SLOPED AND NON-SLOPED AREAS),INCLUDING THOSE AREAS TO BE HYDROSEEDED, SHALL RECEIVE AMINIMUM 6” LAYER OF AMENDED SOIL TO PRODUCE FINAL FINISHGRADE REQUIREMENT. PROPOSED LANDSCAPE AREAS INCLUDINGAREAS TO BE GRADED OR THAT HAVE BEEN DISTURBED BYCONSTRUCTION THAT ARE THE BE PLANTED AS SHOWN ON THEDRAWINGS REQUIRE AMENDED SOIL ACROSS THE ENTIRE PLANTINGAREA. SUB-GRADE SHALL BE CROSS-RIPPED OR CULTIVATED TO ADEPTH OF 10” UNTIL THE ENTIRE 10” DEPTH IS LOOSE AND FRIABLE.PLACE THREE INCHES OF AMENDED SOIL UNIFORMLY OVERSUB-GRADE AND THOROUGHLY CULTIVATE BEFORE PLACINGREMAINING TOPSOIL. PLACE SOIL AND BRING TO A SMOOTH, EVENGRADE. SEE SOIL SPECIFICATION SECTION FOR REQUIREMENTS.

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SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

GR2023-0042OE
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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18" CONCRETE STEP-OUT CURB (IN PARKING LOT)13
8"
NOTE:
·SEE LANDSCAPE ARCHITECT PLANS FORCONTROL JOINT LOCATIONS ANDDETAILS. ·USE TYPE II/V P.C.C. CONCRETE560-C-3250

SURFACE PERLANDSCAPEARCHITECT'SPLAN
CONTINUOUS 18" WIDE TOP OFCURB - NO SEPARATE POUR
3" CLEARMIN.
2 - #3 REBAR- CONTINUOUS
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SCALE:N.T.S.

LEGEND

PROPOSED CONTOUR

HMP BOUNDARY
20-FOOT BUFFER

CONCRETE PAVERS (IMPERVIOUS)
D.G. PAVING (PERVIOUS)

RESILIENT SURFACE (IMPERVIOUS)

CONCRETE (IMPERVIOUS)
A.C. PAVING (IMPERVIOUS)

PROPOSED STORM DRAIN

PROPOSED SPLIT RAIL FENCE
PROPOSED 3-WIRE HABITAT FENCE

EXISTING CONTOUR

EXISTING STREET LIGHT
EXISTING MISC. UTIL. BOX

EXISTING MANHOLE

EXISTING FIRE HYDRANT

EXISTING WATER VALVE
95 XX

PROPERTY LINE

MATCH LINE

SIGHT DISTANCE

BIOFILTRATION AREA

CATCH BASIN & GRATE

ATRIUM DRAIN

FLOW DIRECTION/BROW DITCH

TYPE 'F' CATCH BASIN

TYPE 'A' CLEAN OUT

CURB INLET CATCH BASIN

RIP RAP

PEDESTRIAN RAMP

CURB & GUTTER
CURB
3-FOOT WIDE V-GUTTER

PROPOSED DOMESTIC WATER

PROPOSED RECLAIMED WATER

PROPOSED SEWER

PROPOSED ELECTRIC LINE
SWSW
RWRW
WTRWTR
SLOPE

TRUNCATED DOME PAVERS
L.P.

TELEPHONE

TOP OF WALL

WATER VALVEWATER METER

SANITARY SEWER

TOP OF CURB

TOP OF FOOTING (CMU WALL)

TOP OF GRATE
WATERW
W.M.W.V.

T.F.

T.W.S
T.G.

T.C.

TEL.

CHAIN LINK FENCE

CENTERLINE

HIGH POINT

ROOF DRAIN

POWER POLE

GRADE BREAK

RIGHT OF WAY

FIRE HYDRANT

FINISHED SURFACE

FINISHED FLOOREDGE OF PAVEMENT

CATCH BASIN

STORM DRAIN

CURB & GUTTER
P.P.

R.O.W., R/W
R.D.

ST.

IRR. OR IRRIG.

M.H.

STREET

IRRIGATIONLOW POINTMANHOLE
G.B.

H.P.H.C.

INV.

F.S.

F.H.

F.L.

HANDICAP
INVERT

FLOWLINE
DWY.

ELEC.E.P.F.F.

CONC.

C.O.

DRIVEWAY

ELECTRIC

CONCRETE

CLEANOUT
C.B.

C&GC.L.F.

C.L.

BLDG. BUILDING
TOP OF DECKT.D.

POINT OF CONNECTIONP.O.C.

DECOMPOSED GRANITE

P/A PLANTER AREA
D.G.

D.F.DRINKING FOUNTAIN
WROUGHT IRON FENCEW.I.F.

TOP OF SUBGRADET.O.S.

B.O.W. BACK OF WALK
TOP OF HEADWALLT.H.W.

CURB FACEC.F.

ABBREVIATIONS
9 3' V-GUTTERC.F. TRANSITION14
NOTE:
·USE TYPE II/V CEMENT
·LIGHT BROOM FINISH - CONFIRM FINISHW/LANDSCAPE PLAN
·ALL CONC. DRAINAGE DEVICES TO BE OF ACOLOR PER LANDSCAPE ARCHITECT SPECS.

FINISHSURFACE
1"
4"

O
R

6 "

TOP OF CURB

CURB FACE

EXPANSION JOINTPER LANDSCAPEPLANS
PER PLAN(5-FEET IF NOT SHOWN)
3'-0"
8"

P
.

C
.

C
.
6"

C
.

A
.

B
.
1-
1 /
2 "
1/2" R1/2" R
3/8" LIP(TYP.)
FL ELEV.PER PLAN
LIP ELEV.PER PLAN
BATTERSIDESAT 6:1
4"
6"

TOP OF CURB

CURB FACE

EXPANSION JOINTPER LANDSCAPEPLANS
PER PLAN(5-FEET IF NOT SHOWN)
0" CURB FACE TO 4" OR 6" CURB FACE
4" CURB FACE TO 6" CURB FACE

GUTTER WITHIN ADA PATH
3'-0"
7/
8 "
MA
X
.
0 LIP(TYP.)FL ELEV.PER PLAN
0" R0" R
0 LIP(TYP.)

4.9%
MAX.

SCALE:N.T.S.

SCALE:N.T.S.
18" U-GUTTER17
6"
1-1/2"
6"6"18"
1/2" RTYP.
6"
6"
C.

A
.

B
.
1/2" RTYP.
2"
2%2%
NOTE:
·USE TYPE II/V CONCRETE CLASS 560-C-3250
·LIGHT BROOM FINISH
SCALE:N.T.S.

PROP. CMU RETAINING WALL W/GUARDRAIL- SEE SHEET 61

COMPACTED SUBGRADE PER SOILSENGINEER RECOMMENDATION

COMPACTED SUBGRADE PER SOILSENGINEER RECOMMENDATION
8"
8"
EQ
.

EQ
.

CUT/FILL LINE

DAYLIGHT LINE
BTM.BOTTOM OF ALLAN WALL BLOCK(NOT FINISH GRADE AT BOTTOM OF WALL) PROP. CMU RETAINING WALL- SEE SHEET 61
PROP. ALLAN BLOCK WALL W/GUARDRAIL- SEE SHEETS 44 TO 59 PROP. ALLAN BLOCK RET. WALL- SEE SHEETS 44 TO 59
RETAININGRET.

GEOGRID FOR ALLAN BLOCK
20 21
22A
CATCH BASIN & GRATE DETAIL 20, SHEET C-0.04 23 24
25 26
27 28
29 ATRIUM DRAIN DETAIL 21, SHEET C-0.04

STORM DRAIN CONSTRUCTION NOTES
30 31
32 33
34 22B
22C
22D
35 36
37 38
39 22E
40 41
42 CATCH BASIN & GRATE DETAIL 20, SHEET C-0.04WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A
43 44
NOTICE TO CONTRACTOR:

THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYINGPLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OFALL IMPROVEMENT QUANTITIES, INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR THEIRBID(S) AND CONTRACT(S). 7 EA
8 EA
51 EA
32 EA
3,705 LF
1 EA
5 EA
13,740 LF
8 EA
6 EA
14 EA
85 EA
2 EA
31 EA
17,072 SF
100 LF
11 EA
14 EA
940 LF
3,880 LF
7,660 LF
7,090 LF
86 EA
20 EA
11 EA
6 EA
2 EA
11 EA
95 LF
30 TONS
SEE SHEET C-4.01 FOR SIGNING / STRIPING CONSTRUCTION NOTES SEE SHEET S.W.P.P.P. FOR EROSION CONTROL CONSTRUCTION NOTES AND DETAILS RIP RAP DETAIL 12, SHEET C-0.08
CONCRETE BLANKET PROTECTION FOR PIPES S.P.P.W.C. 225-3
OUTLET PIPE THROUGH ALLAN BLOCK WALL DETAIL M/16 SHEET RW-3.03 DECK DRAIN DETAIL 42, SHEET C-0.08
BIO CLEAN FULL CAPTURE FILTER N/A- BIO-CURB-FULL-24 (OR APPROVED EQUAL) BIO CLEAN FULL CAPTURE FILTER N/A- BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)

CONNECT TO SYNTHETIC SURFACE SUB DRAIN N/A

REMOVE HEADWALL, INLET, AND/OR INTERFERING N/ASECTION OF PIPE FOR NEW CLEANOUT STORM DRAIN CLEANOUT DETAIL 37, SHEET C-0.05

CONNECT SUBDRAIN TO PVC STORM DRAIN LINE N/A
SUBDRAIN DETAIL 35, SHEET C-0.05
HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS- SIZE PER PLAN.

CATCH BASIN - TYPE 'F'S.D.R.S.D. DWG. NO. D-07
36"x36" CATCH BASIN & GRATE (OUTLET) DETAIL 24/25, SHEET C-0.05 INLET AT BROW-DITCH DETAIL 28, SHEET C-0.05
CONCRETE WEIR DETAIL 27, SHEET C-0.04
RESILIENT SURFACE DRAIN DETAIL 26, SHEET C-0.04
CONSRUCT BIOFILTRATION AREA WITH UNDERDRAIN DETAIL 24/25, SHEET C-0.05 HEADWALL (INLET) AND TRASH RACK DETAIL 22, SHEET C-0.04 BROW DITCH - TYPE 'B'S.D.R.S.D. DWG. NO. D-75*MOD. WIDTH PER PLAN, DEPTH = 6" UNLESS OTHERWISE SHOWN 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% CURB INLET - TYPE B - 5-FOOT TRANSITION S.D.R.S.D. D-02*Y=3.5', L=7' UNLESS OTHERWISE SHOWN ON PLAN STENCIL PER CITY STD. DS-1 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 12" PVC (SDR 35) STORM DRAIN PIPE S.D.R.S.D. DWG. NO. D-60* 8" PVC (SDR 35) STORM DRAIN PIPE S.D.R.S.D. DWG. NO. D-60* STORM DRAIN CLEANOUT - TYPE 'A' S.D.R.S.D. DWG. NO. D-09 4" PVC (SDR 35) STORM DRAIN PIPE S.D.R.S.D. DWG. NO. D-60* (PER SEPARATE PERMIT)
(PER SEPARATE PERMIT)
(PER SEPARATE PERMIT)
(PER SEPARATE PERMIT)

PROPOSED ORANGE FENCING - SEE DEMOLITION PLANS

LIGHT STANDARDS - SEE LANDSCAPE ARCHITECT PLANS

GRADED SWALE
45 6 LFGRAVITY (SPLASH) WALL S.D.R.S.D. DWG. NO. C-09, TYPE A 22F 630 LF30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 19
CONSTRUCT ALLAN BLOCK RETAINING WALL SHEETS 44 TO 59
CONSTRUCT RAMP RETAINING WALL SHEET 61 1,390 SF
45,765 SF
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
3869
Jesse Sanchez 10/9/25
SEE SHEET C-0.01 FOR GENERAL CONSTRUCTION NOTES
LEGEND
DESCRIPTION DWG.NO.SYMBOL QUANTITY
X__
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AN/A <7 <7AA.A 'A<7A ADA 4A AA<1-1-- SD—<1--d
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1 <70 C C 2*AS MODIFIED BY CITY OF CARLSBAD STANDARD DRAWINGS C C C C C CA00000000 'A<7A A2A
A <7 •A

SHEETSSHEET
GRADING PLANS FOR:

O E
RCE 63912 EXPIRES 9/30/26 DATE
PROJECT NO. DRAWING NO.JESSE SANCHEZ—4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021-0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVALBUILDING OFFICIAL DATE C-81640Exp. 09-30-27
N/A
N/A
N/A □
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APPROVED: JASON S. GELDERTJasow (Aaut

CITY OF CARLSBADENGINEERING DEPARTMENT
4A
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1 12
"

P
O
N
D
I
N
G
DE
P
T
H
6"

M
I
N
.

FINISH SURFACEPER PLAN- 64.1 BASIN 'D'- 88.0 BASIN 'G'
UPPER BIOFILTRATIONSURFACE ELEV. PER PLAN- 63.1 BASIN 'D'- 87.0 BASIN 'G' ASTM A615, Gr60
C1)
STEEL:
3)
2)
CONCRETE:

SPECIFICATIONS:

F' = 3,250 p.s.i., TYPE II/V

POUR FOOTING AGAINST UNDISTURBEDOR COMPACTED SOIL
NOTE TO CONTRACTOR:

ALL CONC. FLATWORK AND VISIBLE DRAINAGESTRUCTURES TO BE FINISHED AND COLOREDCONSISTENTLY PER SPECIFICATIONS. HEADWALLTO BE FINISHED WITH NATINA STAIN.VERIFY COLOR AND FINISH WITH LANDSCAPEARCHITECT AND SUBMIT SAMPLE FORAPPROVAL PRIOR TO CONSTRUCTION.

MI
N
.

6 "
A
A
8"
11"
12 "

SECTION A-A
CONCRETE WEIR DETAIL - SEE BASIN 'D' SHEET 15 AND BASIN 'G' SHEET 22 SCALE:N.T.S.SCALE:N.T.S.22
9 "
VA
R
I
E
S

-
SE
E

P
L
A
N

SECTION

ELEVATION
ASTM A615, Gr60
C1)
STEEL:
3)
2)
CONCRETE:

SPECIFICATIONS:

F' = 3,250 p.s.i., TYPE II/V
5' TYP.

POUR HEADWALL AGAINST UNDISTURBEDOR COMPACTED SOIL
1'
3 "

C
L
R
.

M
I
N
.
1-0"PIPE Ø 1'-0"
1'
PI
P
E

Ø
1'
-
6 "
4"

C
L
R
.

M
A
X
.

BE
T
W
E
E
N

B
A
R
S
3"

C
L
R
.

M
A
X
.
6" MIN.

NOTES:

1. TRASH RACKS SHALL BE CONSTRUCTED WITH RECTANGULAR SMOOTH STEEL TUBE WITH A MIN. 1-INCH BY0.5-INCH BY 16 GA CROSS SECTION. THE TUBE STEEL SHALL MEET THE ASTM A513 REQUIREMENTS.

2. THE HEADWALL CONNECTION PLATES SHALL BE
12-INCH X 6-INCH PLATE AND SHALL BE A36 STEEL. THE
HEADWALL CONNECTION BOLTS SHALL BE 58-INCH RED HEAD WEDGE ANCHOR BOLTS (ICC-ES AC193) ANDSHALL BE DRIVEN TO A MIN. DEPTH OF 4-INCHES INTO CONCRETE.3. ALL TRASH RACK COMPONENTS SHALL HAVE A CORROSION PROTECTIVE FINISH (HOT-DIPPED GALVANIZED).

4. ALL WELDS SHALL BE
14-INCH WELDS.5. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION.

TRASH RACK
NOTE TO CONTRACTOR:

CONCRETE HEADWALL (INLET) W/TRASH RACK
RIP-RAP WHERE SHOWN ONPER PLAN- SEE DETAIL 12, SHEET C-0.08

TRASH RACK- SEE DETAIL ABOVE
SLOPE HEADWALLAT 3:1

STORM DRAIN PIPEPER PLAN
9" P.C.C. W/#5@ 18" E.W.

PIPE INVERT PER PLAN

TOP OF HEADWALL

BOTTOM OFCHANNEL PER PLAN

CONNECTION PLATEWITHAT LEAST ONE LOCKABLECLASP TO ATTACHRACK TO PLATE

FACE OF HEADWALL

STORM DRAIN PIPE PER PLAN

CONNECTION PLATEWITH HINGETO ALLOW TRASHRACK TO SWING OPEN 1'
-
6 "
3:1 MAX. SLOPE

COBBLE SURFACEPER LANDSCAPEARCHITECT

RIP-RAP WHERE SHOWNON PER PLAN- OMIT FOR OVERFLOWHEADWALL

CONSTRUCT TRASHRACK PER ABOVEDETAIL
OVERALL WIDTH PER PLAN- 22.0' FOR BASIN 'D'- 16.0 FOR BASIN 'G' WEIR WIDTH PER PLAN- 10' FOR BASINS 'D' AND 'G'
8" P.C.C. W/#5@ 16" E.W.

ELEVATION
24 2
4 -
24 "

O
P
E
N
I
N
G

PLAN (FLAT TYPE)
5"
5"

CATCH BASIN & GRATE
PRE-CAST CONCRETE CATCHBASIN WITH FRAME- BROOKS PRODUCTS 2424CB OR EQUAL CAST IRON GRATE- BROOKS PRODUCTS 2424 OREQUAL- 1/2" MAX. SLOT- GALVANIZED FINISH- USE BLACK NDS DOMEDGRATES IN PLANTING AREASOR EQUAL

STORM DRAIN PIPE- SIZE & TYPE PER PLAN
NOTE:
·USE DOMED GRATE IN PLANTING AREAS.
·GRATES LOCATED IN ACCESSIBLE AREASARE TO HAVE ADA COMPLIANTOPENINGS. ·USE 3,250 p.s.i., TYPE II/V CONCRETE
FLOW

INVERT ELEVATIONPER PLAN

STORM DRAIN SIZE &TYPE PER PLAN
24" OPENING 5"5"

TOP OF GRATE(TG) PER PLAN- USE DOMEDGRATES INPLANTINGAREAS 6"
1/
2 "
MI
N
.

D
E
P
T
H

=
7"

F
O
R

U
P

T
O

4 "

P
I
P
E
POURED IN PLACEP.C.C. BASEWITH SLOPE TO DRAIN

SLOPE PER PLAN
20 INLET STORM DRAINPER PLAN
ROUND ATRIUM DRAIN21
NOTE:

USE FLAT GRATE IN TURF AREAS .

STORM DRAIN SIZE &TYPE PER PLAN
USE 90° HUB x HUBELBOW FOR END OFLINE CONDITIONS- NDS OR EQUAL- SIZE PER PLAN

INVERT ELEVATIONPER PLAN
4"Ø PVC SCH 40 PIPE

ADAPTOR- NDS OR EQUAL- SIZE AS REQUIRED FORPIPE SIZE
6" BLACK ROUND ATRIUM DRAIN- NDS OR EQUAL- USE FLAT GRATE IN TURF AREAS TOP OF GRATE(TG) PER PLAN 1'

M
I
N
.

FLOW
SLOPE

PERPLAN
SLOPE

PERPLAN

FINISH GRADE PER PLAN

RUBBER AND CONCRETE SURFACING PER LANDSCAPE ARCHITECT'S PLAN PRE-CAST CONCRETE CATCH BASIN WITH FRAME- BROOKS PRODUCTS 1212 CB OR EQUAL CAST IRON GRATE- BROOKS PRODUCTS 1212 OR EQUAL - 1/2" MAX. SLOT - GALVANIZED FINISH 1 FILTER FABRIC MIRAFI 140N OR APPROVED EQUAL WRAPPED AROUND GRATE. 2 3
LEGEND
4 5
5 4
1 3

TOP OF GRATE(TG)PER PLAN

INVERT(INV)PER PLAN
FLOW
STORM DRAIN SIZE &TYPE PER PLAN POURED IN PLACEP.C.C. BASEWITH SLOPE TO DRAIN 2 0.5% MIN.0.5% MIN.
27 SCALE:N.T.S.

SCALE:N.T.S.

LOWER BIOFILTRATIONSURFACE ELEV. PER PLAN- 62.0 BASIN 'D'- 83.0 BASIN 'G' 12 "

M
I
N
.

PO
N
D
I
N
G

D
E
P
T
H
PE
R

P
L
A
N
12 "

P
O
N
D
I
N
G
DE
P
T
H
VA
R
I
E
S

1. 1
-
F
E
E
T

B
A
S
I
N

'
D
'
4-
F
E
E
T

B
A
S
I
N

'
G
'
LOWER BIOFILTRATION SURFACEPONDING ELEV. PER PLAN- 62.75 BASIN 'D'- 84.0 BASIN 'G'

IMPERMEABLELINER
18" DEPTH 3/4" CLEANCRUSHED ROCK
24" MIN. DEPTH OFENGINEERED SOIL
4" DEPTH CLEANWASHED PEA GRAVEL

UNDISTURBED ORCOMPACTED SOIL PERSOILS ENGINEERRECOMMENDATIONS

COMPACTED SUBGRADE PER SOILSENGINEER RECOMMENDATION

ELEVATION

COMPACTED SUBGRADE PER SOILSENGINEER RECOMMENDATION
30"
3"

C
L
R
.
3-#5 @ CONT.TOP AND BOTTOM

DETAILS
12 "
8-
F
E
E
T

M
A
X
.

JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38610
Jesse Sanchez 10/9/25
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SHEETSSHEET
GRADING PLANS FOR:

O E
RCE 63912 EXPIRES 9/30/26 DATE
PROJECT NO. DRAWING NO.JESSE SANCHEZ—4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021—0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVALBUILDING OFFICIAL DATE I
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C-81640Exp. 09-30-27
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GR2023-0042
APPROVED: JASON S. GELDERTJasow (Aaut

CITY OF CARLSBAD

ENGINEERING DEPARTMENT
/
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A (—— L.__A A_____:__

MINERAL COMPONENT RANGE REQUIREMENTS

PERCENT RANGE COMPONENT
70-80 SAND
15-20 SILT
5-10 CLAY
NOTE TO CONTRACTOR:

DURING BASIN CONSTRUCTION, PRECAUTIONS MUST BE TAKEN TO PREVENTENGINEERED SOIL BED COMPACTION BY CONSTRUCTION EQUIPMENT ANDSEDIMENT CONTAMINATION BY RUNOFF. BASIN EXCAVATION ANDENGINEERED SOIL PLACEMENT SHOULD BE PERFORMED WITH EQUIPMENTPLACED OUTSIDE THE BASIN BOTTOM WHENEVER POSSIBLE. LIGHT EARTHMOVING EQUIPMENT WITH OVERSIZED TIRES OR TRACKS SHOULD BE UTILIZEDWHEN THE BASIN MUST BE ENTERED.

BROOKS PRODUCTS 3636CATCH BASIN AND GRATE
3'
3:1 S
L
O
P
E
MAX
.- SEE

P
L
A
N
6" PERFORATED PVC PIPE @ 0% SLOPE5-FEET O.C.- PLACE PERFORATIONS DOWN PO
N
D
I
N
G

D
E
P
T
H

VARIES - SEE PLAN FOR SHAPE
8 DEPTH 3/4" CLEANCRUSHED ROCK- ANGULAR
18" MIN. DEPTH OF ENGINEERED SOIL- SEE BELOW FOR SPECIFICATION 3"
SO
I
L
S

M
E
D
I
A
DE
P
T
H

A
(1
8 "

M
I
N
.
)
GR
A
V
E
L

D
E
P
T
H

B
3" STANDARD SHREDDED AGEDHARDWOOD MULCH
3"
SURFACEELEV. PERPLAN

PER PLAN
BOT. ROCK ELEV. PER PLAN

IMPERMEABLE LINER
IMPERMEABLEPVC LINER- 30 MIL (MIN.)

ALLAN BLOCKWALL WHERESHOWN ON PLAN
12 "

F
R
E
E
B
O
A
R
D
4" DEPTH CLEAN WASHEDPEA GRAVEL
EXCAVATED SLOPE1:1 MAX.

FLOW CONTROL OUTLET FORHYDROMODIFICATION - C- SEE DETAIL BELOW SEE DETAIL AND TABLE ONSHEET C-0.08 FORHYDROMODIFICATIONOUTLETS FOR BASINS BC, E,F, AND H

BMP SUMMARY TABLE
BMP

TRIBUTARYAREA(ACRES)

DIMENSIONS

BMP AREA(SQUARE
FEET)

SOILS MEDIADEPTH - A
(INCHES)

GRAVELDEPTH - B
(INCHES)

LOWERORIFICEDIAMETER -C (INCHES)

RISER DEPTH- D (INCHES)

PONDINGDEPTH - E
(INCHES)

SURFACEDEPTH - F
(INCHES)
A 1.32 596 18 12 N/A 6 6 27
BC 0.77 1,604 18 12 N/A 18 6 24
D 0.54 1,080 18 12 N/A 9 9 18
E 8.05 3,971 18 12 3-1/8 24 6 34
F 4.32 2,042 18 12 2-1/4 18 6 28
G 5.21 2,033 18 12 N/A 9 9 24
H 9.96 4,761 18 12 3 20 6 33
I 0.28 134 18 12 N/A 6 6 24
J 0.27 99 18 12 N/A 6 6 24
K 1.35 779 18 12 N/A 6 6 24
L 0.22 80 18 12 N/A 6 6 24

BIOFILTRATION AREA WITH UNDERDRAIN
RI
S
E
R

D
E
P
T
H

D
SU
R
F
A
C
E

D
E
P
T
H

F
3"
MI
N
.

A
INLET IN BROW-DITCH28

SECTION A-A
90° HUB x HUB ELBOW- NDS OR EQUAL- SIZE PER PLAN

INVERT ELEVATIONPER PLAN
A
PROP. WALL/BLDG.WHERE OCCURS-BY OTHERS
PVC SCH 40 PIPE-SIZE PER PLAN

TOP OF GRATE(TG) PER PLAN

MASTIC JOINT
4"

CONCRETEBROW-DITCH PERPLAN

0.25%
6"

1 2
"

D
I
T
C
H
12 "

2 4
"

D
I
T
C
H
MIN.

CONSTRUCT 4"CONCRETECUTOFF WALLAT END OFV-DITCH ONLY
12" TRANSITION - 12" DITCH24" TRANSITION - 24" DITCH
PROP. WALL/BLDGWHERE OCCURS
3"OR4"
3"OR4"
4"
12" OR 24"

CUT-OFF WALL BEYONDAND END OF DITCHONLY
NOTE:
·ALL CONC. DRAINAGE DEVICES WITHINLANDSCAPE SLOPES TO BE OF A COLORPER LANDSCAPE ARCHITECT SPECS. ·USE 3,250 p.s.i., TYPE II/V CONCRETE

ADAPTOR- NDS OR EQUAL- SIZE AS REQUIRED FORPIPE SIZE
6x6-10/10 W.W.M.

JOIN EXIST.ELEV.

EXIST. SLOPEVARIES-2:1 MAX.
9" FOR 12" WIDE DITCH12" FOR 24" DITCHBLACK HIGH STRENGTHPLASTIC ATRIUM DRAIN -NDS OR EQUAL 9" FOR 12" WIDE DITCH12" FOR 24" WIDE DITCHBLACK HIGH STRENGTHPLASTIC ATRIUM DRAIN -NDS OR EQUAL A
A
12" OR 24"MATCH GUTTER WIDTH

CONCRETEBROW-DITCH PERPLAN

0.25%
MIN.
12" TRANSITION - 12" DITCH24" TRANSITION - 24" DITCH
PROP. WALL/BLDGWHERE OCCURS
12 "

M
I
N
.

PE
R

P
L
A
N
3"

1 2
"

D
I
T
C
H
4"

2 4
"

D
I
T
C
H
3"

1 2
"

D
I
T
C
H
4"

2 4
"

D
I
T
C
H
9" FOR 12" WIDE DITCH12" FOR 24" WIDE DITCHBLACK HIGH STRENGTHPLASTIC ATRIUM DRAIN -NDS OR EQUAL

0.25%
MIN.
12" TRANSITION - 12" DITCH24" TRANSITION - 24" DITCH
12" OR 24"MATCH GUTTER WIDTH
@ END OF V-DITCH
PLAN
2"
12 "

M
I
N
.
12"
SUBDRAIN35
FILTER FABRIC - TYPAR MODEL NO. 3301,AVAILABLE FROM REEMAY CO. (800) 321-6771. 3/4" TO 1-1/2" OPEN GRADED GRAVEL - NOTLESS THAN 2 SQUARE FEET PER LINEAR FOOT 4" P.V.C. (SCH 40) PERFORATED PIPE,-PERFORATED HOLES AT THE BOTTOM 4"±4"±

FULL OVERLAP OF FILTER FABRIC
STORM DRAIN CLEANOUT37
FLOW
2"

FINISH GRADE- HARDSCAPE/AC/PCC
BODY AND COVER PERBROOKS PRODUCTSNO. 3-RT OR EQUAL
6" TYP.
6"

T
Y
P
.
2"
MI
N
.

ROUND CONCRETECOLLAR - CAN OMITCOLLAR IF ADJACENTPAVEMENT IS AT LEAST4" THICK

PAVED AREA PLANTING AREA
6" TYP.

FLUSH

SQUARE CONCRETECOLLAR

CAP WITH SCREW TOP
PVC 45° WYE- USE 45° HUB x HUB ELBOWFOR END OF LINE CONDITIONS- NDS OR EQUAL- SIZE PER PLAN

STORM DRAIN SIZE &TYPE PER PLAN
4" - 45° HUB x HUB ELBOW- NDS OR EQUAL
4" PVC PIPE (SCH 40)- NDS OR EQUAL
NOTE:
·USE 4,500 p.s.i., TYPE II/V CONCRETE IN TRAFFIC AREAS
·USE 3,250 p.s.i., TYPE II/V CONCRETE IN LANDSCAPE AREAS ·BACKFILL TO TOP OF 45° BEND WITH SAME MATERIAL AS PIPE BACKFILL

UNDISTURBED SOIL

SCALE:N.T.S.

FILTER FABRIC MARAFI 140 N ORAPPROVED EQUAL ABOVE GRAVEL BEDDING PER S.D.R.S.D.DRAWING NO. D-60
12 "

M
I
N
.

PE
R

P
L
A
N
3"

1 2
"

D
I
T
C
H
4"

2 4
"

D
I
T
C
H
3"

1 2
"

D
I
T
C
H
4"

2 4
"

D
I
T
C
H

SUBDRAIN PER PLAN

COMPACTED SUBGRADE PER SOILSENGINEER RECOMMENDATION

DETAILS
2'
2'
1'

LINER TERMINATIONON SLOPE

ENGINEERED SOIL MEDIA REQUIREMENTS
THE ENGINEERED SOIL MEDIA SHALL BE NUTRIENT-SENSITIVE THAT MEETSTHE GUIDELINES AS SPECIFIED IN THE COUNTY OF SAN DIEGO BESTMANAGEMENT PRACTICE DESIGN MANUAL (BMPDM) FACT SHEET BF-2AND SECTION F.2 OF APPENDIX F. THE ACTUAL NUTRIENT CONTENT ANDORGANIC CONTENT SHOULD BE MEASURED WHEN SPECIFYING THE MIXPROPORTIONS.

THE TRIP TICKET, OR CERTIFICATE OF COMPLIANCE, SHALL BE MADEAVAILABLE TO THE INSPECTOR TO PROVE THE ENGINEERED MIX MEETS THISSPECIFICATION.

FLOW CONTROL OUTLET DETAIL FORHYDROMODIFICATION
BROOKS PRODUCTS3636 CATCH BASINAND GRATE
6" NON-PERFORATED PVCHEADER PIPE @ 0% SLOPE- LOCATION PER PLAN 6" ON-PERFORATED PVCHEADER PIPE @ 0% SLOPE- LOCATION PER PLAN

ELEVATION
FLOW

INVERT OUTELEVATION PERPLAN

STORM DRAINSIZE & TYPE PERPLAN
6"
DE
P
T
H

P
E
R

P
L
A
N
POURED IN PLACE P.C.C. BASEWITH SLOPE TO DRAIN
1/
2 "

M
I
N
.

INVERT OUT ELEVATIONPER PLAN

FOR BASINS BC, E, F AND H ONLYPVC CAP WITH DRILLED HOLE(ORIFICE) WITH BOTTOM ATINVERT ELEVATION- SIZE ORIFICE PER TABLE NOTE TO CONTRACTOR:

THE ENGINEER OF RECORD (civTEC) WILL NEED TO VERIFY THAT THE BMPS HAVE BEENCONSTRUCTED AND ARE OPERATING PER PLANS - SEE SHEET 60. CONTRACTOR SHALL TAKEPHOTOGRAPHS OF THE INSTALLATION PRIOR TO CONSTRUCTION, DURING CONSTRUCTION,AND AT FINAL INSTALLATION, ALONG VERIFICATION OF OPERATION AND PERMANENTSIGNAGE AND PROVIDE TO THE ENGINEER OF RECORD (civTEC).

JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38611
Jesse Sanchez 10/9/25
—Yx52
%_A
ee0EESS/on)M4s GR2023-0042
APPROVED: JASON S. GELDERTJasou MM____________________
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26
“eo’Uloe
or
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20 20
XAI i l i l i l i I i I i I i I i I i I i I i I i I =li I i l i l i I =lli l i l i l i I i I i I i I i I i I i I i l i l i I =i; A-L--ILLLLLLLLLLLLLLLLLLILLLIIIIn 1 "
/ 7
///////
20 CITY OF CARLSBAD

ENGINEERING DEPARTMENT
Wy

CIVILENGINEERINGCONSULTING
999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: [email protected] September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY
SHEET C-0.06

DETAILS
* 8"
* NOTE:CITY OF CARLSBADMODIFICATION TOSDRSD STD.
5'
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38612
Jesse Sanchez 10/9/25
f 4 EXISTING SIDEWALK
SEE NOTE 3XI .4 •./9 '2iNe A1 (TYP)O II
Ul
6" MIN 5 Nooos
222
30 MIL PVC LINER

2. YTHE ' 05929770227)

TYPICAL BIORETENTION SECTIONBATTEN LOCATIONS/ A NOT TO SCALEVAR

TOP OF BIORETENTION MEDIA
4 2'NOTES:6"INVERT SLAB OF ARCH OR BOXSECTION (CROSSING CONDUIT)MATERIAL 1. /&UNDISTURBED EARTH
NUT
WASHER .... [RUBBER GASKETy X f J1+-SEE NOTE 1/TRENCH WIDTH41’I oOXXITYPE12:1 Q x4" RADIUS 6”—T L 2,9—T—— 61 4’UP TO 39”A4IISECTION B-B 5’6’A5 42” TO 48”4’A B -30 DT 30 DLAP 6’6’51" TO 60”A6 4’#4 @ 12”2PLAN(TYP)7’#4 @ 6”CURB LINE 7’63" TO 66”A7 4’#490 |. 444 !
PIPE ODSECTION A-A#4Y+10”8'—10” UNLESS 8’69” TO 78”A8 4’ 2”[8” MINs991CXIsI#4 93 12” MA!10
1 c /------- INVERT ELEVATIONSEE D-11A FOR STEP DETAILS#4 f T3" CLR 2’ 3’SEE SDARSD 15" (375 mm)= 3Do/4 FOR D s 15" (375 mm) L-- I
zS co
LJJ 2 o N
LJJ _I OQ
S
PROMULGATED BY THE PUBLIC WORKS STANDARDS INC.

GREENBOOK COMMITTEE 1984
REV. 1998, 2009, 2021
LOITo
BATTEN ATTACHMENT _ WITH ANCHOR BOLT/B
VAR
LJJ 2 o N
LiJ &
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o 2
— o
SLOPE FLOOR 12:1TOWARDS OUTLET-
7-1/2”
4-#4 AROUND PIPE
r-6”
-30 D LAP (TYP)

X SECTION A-A
SSASASASAV5
_L---- —

COMPRESSIBLE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH)
zS
APPROVED: JASON S. GELDERTJasow CAaut
#4 Dr @6”

LAP(TYP)

SECTION B-B
S
W a
LiJ Z o N
or To
LJJ
n D
Y (SEE NOTE 8)
4’

CIVILENGINEERINGCONSULTING
999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: [email protected] September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY
SHEET C-0.07

DETAILS
* 6" x 6" x #10 x #10 WWM
* NOTE:CITY OF CARLSBADMODIFICATION TOSDRSD STD.
12" MIN. - PER PLAN
6"
* NOTE:
·ALL ADA TRUNCATED DOMEBUMP PADS ARE TO BE PAVERS,NO WET-SET PLASTIC. ·DETECTABLE WARNING(DOMES) TO BE 6" MIN. AND 8"MAX. FROM FACE OF CURB.

DETECTABLE WARNING(DOMES) TO BE 6" MIN.AND 8" MAX. FROMFACE OF CURB DETECTABLE WARNING(DOMES) TO BE 6" MIN.AND 8" MAX. FROMFACE OF CURB DETECTABLE WARNING(DOMES) TO BE 6" MIN.AND 8" MAX. FROMFACE OF CURBDETECTABLE WARNING(DOMES) TO BE 6" MIN. AND8" MAX. FROM FACE OF CURB JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38613
Jesse Sanchez 10/9/25
MONOLITHIC CURB IF SPECIFIED OR REQUIRED TRANSITION AREACG OF RETURN%A.6”12”24” MIN 3G sO-t 4 R A k i 1
6’6"s 1/2” R12”30” MIN
i1/2” RC ALe\to 1 FACE OF CURBO4--(A
3CUT SLOPE 9u GUTTER LINEs3CUT SLOPE oGUTTER, UNE 6”CO*—0 LIP OF GUTTER(2”OO00.2”DO 4-0"Z ZLO IAY BE ROUNDED WITH 6 6—W1.-XW.-WWF A
CXI PLAN - TYPE ATYPE A TYPE B — CURB1/2” R SEE TYPE A1” R — 4' MINBROW DITCH 12”11”A R/W

SIDEWALK
\ ■■4 4 VCURBCOO
s A 71SIDEWALK
R/W X4,
SEE TYPE B3’ MIN5' MIN 6”6'2’ MIN2’MIN 1/2”m WWIDTH SHOWN ON PLANS FACE OF CURB 4’-0'9 zz15%1/2”AGg l , — \co PLAN - TYPE BOO)C 2”6'CUT OR FILL PE ________ _CUT OR FILL SLOPE DO ♦AREAWTYPEBOTTOM BE ROUNDED AT WEAKENED PLANE JOINTTHE OPWN OF THE CONTRACTOR 4’ MIN Y6'LANDING4TYPE C TYPE D * 6” CURB HEIGHT ELEVATION 8.33% MAX2=A err TERRACE DITCH GUTTER Ppnonr
SEE
3‘—0‘NOTES:NOTES:

LEGEND ON PLANSLEGEND ON PLANS SECTION A-ALEGEND ON PLANS Revision ByRevisionByBy SAN DIEGO REGIONAL STANDARD DRAWINGBySAN DIEGO REGIONAL STANDARD DRAWING SAN DIEGO REGIONAL STANDARD DRAWING ORIGINALSAN DIEGO REGIONAL STANDARD DRAWING T. STANTON ADD METRIC T. STANTON MR Chairperson R.C.E. 19246CURBS AND GUTTER - SEPARATE CURB AND GUTTER - COMBINEDREFORMATTEDChairperson R.C.E. 19246 Chairperson R.C.E. 19246REFORMATTEDEditedS.S.DRAINAGE DITCHEST. Regello REVIEWED CVChairperson R.C.E. 19246 G-27UPDATEDMRG-01 G-02Edited T.R.REVISED KED-75 UPDATED CVEditedM.W.

LANDING A—*4'-0” MINTRANSITION AREAA 4-0”DETAIL 1 SEE NOTE 2 TTT-SIF » - :
sessess
X AA A2atA
- A 2.4-0”A SEE NOTE 23‘—0”—AA A AA eeedA
(
s6.2 TRUNCATED DOMESAAA 4A .

VFACE OF CURB
A
A CT-LIP (TOE) OF GUTTER—CT ETRUNCATED DOMES TRUNCATED DOMES 4-0”A:

TRUNCATED DOMESATOP OF CURB
/
I PLANFACE OF CURB MAXZ*Z*8.33%PLAN TILELIP (TOE) OF GUTTER NOT TO SCALEPLANTz*z*4-0”TOP OF CURB NOTES

1.A AGUTTER FLOW LINE GUTTER FLOW LINE4-0”CT CT
ELEVATIONELEVATION 2.3” TO 2.4’»3
3-0”—z4-0” MINIMUM LANDING 9364’-0” MIN Y 0.65” MIN3-0” TRUNCATED DOMES 3’-0”PLAN VIEWTRUNCATEDEXISTING PAVEMENTDOMES i"blSEE NOTE 4 8.33% MAX Iunns 4-0" MIN LANDINGTPJ!6- ..: v A ■I J70.2”N SEE NOTE 2994” THICK MINIMUM | 8.33% MAX4” THICK MIN 1ooooooooo■ A 'A •12”A ■L ooooooooooooooooooo 12”A . AASECTION A-ASECTION A-A CONCRETE GUTTER L4” THICK MIN12”NOTES:NOTES:

01. NOTES
ByBy By BySAN DIEGO REGIONAL STANDARD DRAWINGSAN DIEGO REGIONAL STANDARD DRAWING SAN DIEGO REGIONAL STANDARD DRAWING SAN DIEGO REGIONAL STANDARD DRAWING Updated N002nge403 24/2022K.EQUIPADOCURB RAMP TYPE CMR Chairperson R.C.E. 19246 MRMR CURB RAMP - TYPE DTRUNCATED DOMESChairperson R.C.E. 19246 Chairperson R.C.E. 52241 Date (FOR EXISTING SIDEWALK)CV UPDATEDUPDATED CVCVG-30G-29 G-31G-28 KE REVISEDREVISED KEKE

SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

GR2023-0042OE
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 APPROVALBUILDING OFFICIAL DATE Revision

ORIGINAL

DRAWING NUMBER

DRAWINGNUMBER

RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE

DRAWING NUMBER

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE

DRAWINGNUMBER

DRAWING NUMBER

RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE

DRAWING NUMBER

RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE

RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 000 00Ot ooo
DWN BY:

CHKD BY:RVWD BY:
5% MAX GUTTER APRON SLOPE AT RAMP OPENING

TOP OF CURB
2" WEAKENED PLANE JOINT

BOTTOI AT
3” 470-C-2000 CONCRETE OR 3” 2500 PSI AIR PLACED CONCRI WITH 6 x 6-W1.4 x W1.4 WW^ 2” WEAKENED PLANE JOINT
Approved

PARKINSON
5% MAXIMUM GUTTER APRON SLOPE AT RAMP OPENING
OOOOOOtOOO
2” WEAKENED PLANE JOINT
ooo o o . °
_ 0 o o ooo
© ©
© ©
ooo o o. °
ooooooooo o o O O O o o. o O O O O A
O00/ -------o / o o o \ / O O O O O \O O O O O O 0
0000000000000000000000000000
0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000
O O O o oO O O o ooo A 804 OO ooo . 0000O O O O 0
Chairperson R.C.E. 19246

2. 3.4.

5.6. O O O O o o o 000000 0 O O o o A
000 /— °000O O O O o
5% MAX GUTTER APRON SLOPE AT RAMP OPENING
5% MAX GUTTER APRON SLOPE AT RAMP OPENING
Oo

1.2.3.4.5. TRUNCATEDDOMES •
o o_ o
0000000000000000000000000
0000000000000000000000000
00000000000000000000000000
0 2 o
4-0” MIN

GUTTERFLOW LINE
i. i
o or

UPDATED

UPDATED
m Q.

OPTION OF CONTRACTOR
\\

REVISED

UPDATED

REVISED

UPDATED

REVISED

UPDATED
Approved

KERCHEVAL
Approved

PARKINSON
m Q.

Z s

1. 2.

3. 4.

5. 6.

Date
02/95
03/22
24”
30”
Approved

BAHMANIAN
Approved

BAHMANIAN
o
m

ORIGINAL

ADD METRIC

REVISED

UPDATED
T. Regello
M. Widelski
Revision

ORIGINAL
Revision

ORIGINAL

1.34 SQ. FT.

1.60 SQ FT.

Z
2 999099999999999000
000000000000900000
000900000000000000
090000000000000000
000090000000000000
000000000000000000
000090000000000000
000090000000000000
Approved
R. MUNOZ

1. SEE STANDARD DRAWING G-32A FOR GENERAL NOTES.

2. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.

3. FOR TRUNCATED DOMES DETAILS, SEE STANDARD DRAWING G-30.

TRANSITION AREA
Revision

ORIGINAL
SEE STANDARD DRAWING G-32A FOR GENERAL NOTES.

TYPE A-1 IS A DESIGNATION FOR RAMP AT CURB RETURN.

TYPE B-1 IS A DESIGNATION FOR RAMP AT STRAIGHT CURB (SHOWN ABOVE).

LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.

FOR TRUNCATED DOMES DETAIL, SEE STANDARD DRAWING G-30.

SEE STANDARD DRAWING G-32B FOR X, Y, AND Z* DETAILS.

T. STANTON
MR/CV
T. STANTON
T. STANTON
o%LOCK
s OO-

MONOLITHIC CURB
-MEET SIDEWALK ELEVATIONBACK OF SIDEWALK
THE RAMP SIDE FLARES AND GROOVES MAY BE ELIMINATED BY THE ENGINEER AND REPLACED WITH A MONOLITHIC CURB FLUSH WITH THE EXISTING GROUND AND SIDEWALK.

SEE DETAIL B STANDARD DRAWING G-32A
1-1/2” EXCEPT WHERE ELEVATIONS SHOWN INDICATE OTHERWISE

1. CONCRETE SHALL BE 520-C-2500.2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS.3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER.

DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW AND APPROXIMATE 33538 OF SAE AMSSTD-595A OR AS SPECIFIED BY THE AGENCY. COLOR SHALL BE HOMOGENEOUS THROUGHOUT THE TILE. 5 o I 0
LIP
(TOE) OF GUTTER
% Im1 170
TYPE C ARE ONLY TO BE USED TO MITIGATE EXISTING CONDITIONS WHERE INADEQUATE RIGHT OF WAY EXISTS. TYPE C RAMP IS NOT TO BE USED IN NEW CONSTRUCTION, UNLESS APPROVED BY AGENCY.

SEE STANDARD DRAWING G-32A FOR GENERAL NOTES.

LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.

FOR TRUNCATED DOMES, SEE STANDARD DRAWING G-30.

CT (CURB TRANSITION) SHALL BE 8.33% MAXIMUM.

SEE STANDARD DRAWING G-32B FOR X, Y. AND CT DETAILS.

Date
05/97
04/06
03/12
12/15
10/18
0 —
LU
Approved
Kercheval
T. Stanton
-SEE STANDARD DRAWING G-32A, DETAIL B
SEE STANDARD DRAWING G-32A, DETAIL B
MR
CV
T. STANTON
MR/CV
CV
M ci
T. STANTON
MR/CV
CV
O O O O O OOQO OOO O O j •------ o o 1 OOO
to x LLJ
\ \\
Z S
o LU m
Revision

ORIGINAL
Reviewed
T. STANTON
MR/CV
CV
TS/RAP
T. STANTON
MR/CV
CV
TS/RAP
NOTES:

1. CONCRETE SHALL BE 520-C-2500.

2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS.

3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER.

T. STANTON
MR/CV
CV
TS/RAP
Date
02/95
04/06
03/12
12/15
11/17
G
H
Date
12/75
04/06
s I
10/15
10/18
Date
02/95
04/06
03/12
12/15
11/17
. „ A •
s . *
Date
12/75
03/03
04/06
11/11
12/15
O
<
Date
04/86
04/06
03/12
12/15
11/17
80 EXISTING CONTIGUOUS SIDEWALK
NOTES

1. LONGITUDINAL SLOPE OF LINED DITCH SHALL BE 2% MINIMUM.

2. USE A 6” THICKENED EDGE ON BOTH SIDES OF THE DRAINAGE DITCH WHEN THE DRAINAGE DITCH IS BUILT DOWN A GRADED SLOPE.

SEE STANDARD DRAWING G-32A FOR GENERAL NOTES.FOR TRUNCATED DOMES DETAILS, SEE STANDARD DRAWING G-30.Z SIDE SLOPE SHALL BE 10:1.LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.SEE STANDARD DRAWING G-32B FOR X, Y, AND Z DETAILS.

MONOLITHIC CURB IF SPECIFIED OR REQUIRED
/S o & I
o
m
m
Date
12/75
03/03
04/06
11/11
12/15
C-81640Exp. 09-30-27
3-0” TRUNCATED DOMES
oC
d 3 0
DETAIL 1

NOT TO SCALE
o ord3 CO
A
• 7
. : / ■
. / ■7 . '
/ ■ ■/ .
6” CURB
AREA=0.89 Sq. Ft.
10/25/2018
Date
10/25/2078
Date
8” CURB
AREA=1.12 Sq. Ft.
70/25/2078
Date
70/25/2078
Date
70/25/2078
Date
70/25/2078
Date
— EXISTINGNON-CONTIGUOUS___ SIDEWALK
" A
A
X g Q cn
70/25/2078
Date
A ‘
. 4 ‘A
aa‘
NOTE 4
4” THICK MIN-
X11___________EXISTING CURB
4-0”
L_ A
XI
6” MONOLITHIC CURB
R/W
STREET

TYPICAL PLAN
(
SEE NOTE 3
innnnnnnnnnnnnnnnnnnniiB
—
a CM
X1I
s LU a0
0 z

CURB RAMP - TYPES A AND B
(NEW CONSTRUCTION)
CURB RAMP - TYPES A-1 AND B-1
(FOR EXISTING SIDEWALK)
<7A
.BASE _

0.90”-0.92"
a CD
s . CM
CD4
s

SECTION A-A
SEE STANDARD DRAWING G-32A, DETAIL B
o.CIVILar "foFcauOC”
3” 470-C-2000 CONCRETE OR3” 2500 PSI AIR PLACED CONCRETE ee0EESS/on)M4s
C12 c
T 4I I 1
“ 0C 22 a 2N 0 ci 2 • 0
O Z 6 2
\ ’\ •. \\
. AA . a
Q o —I 0
d 3 0z C
CD
C S
1V
L
. ‘ I
Us

TRUNCATED DOMES
@ 2.3” TO 2.4” SPACING C/C

1.45" TO 0.47”
}" R
-
oJ 0 Y.O0.44 150
APPROVED: JASON S. GELDERTJasow CAaut
Z S
lo co
T 1
A . -4s
18” MIN

GUTTER ELEVATION

CIVILENGINEERINGCONSULTING
999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: [email protected] September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY
SHEET C-0.08

STORM DRAIN SIZE &TYPE PER PLAN
USE 90° HUB x HUBELBOW FOR END OFLINE CONDITIONS- NDS OR EQUAL- SIZE PER PLAN

INVERT ELEVATIONPER PLAN
4" PVC SCH 40 PIPE
1'

M
I
N
.

FLOW
NOTE:
·GRATES LOCATED IN ACCESSIBLE AREAS ARE TO HAVE ADA COMPLIANT OPENINGS. ·INSTALL DRAIN IN P.C.C. SIDEWALK PER MANUFACTURER'S RECOMMENDATIONS. ·DECK DRAINS ARE TO BE PLACED AT EXPANSION JOINT OR CONTROL JOINTINTERSECTIONS UNLESS OTHERWISE SHOWN.

CONCRETE SURFACE PER LANDSCAPE ARCHITECT'S PLAN

DRAINLINE CONNECTION TO STORM DRAIN LINE PER STORM DRAIN PLANS

FINISH SURFACE PER GRADING PLANS
1 4" DECK DRAIN, JOSAM DRAIN MODEL NO. 3004-5S-VP-2, OR APP'D EQUAL.VANDAL PROOF SCREWS, SATIN BRONZE FINISH 2 3
LEGEND
4 2%MAX.2%MAX.
8"8"

TYPICAL INSTALLATION

NOT TO SCALE

DECK DRAIN

EXPANSION/CONTROL JOINT

DECK DRAIN

EXPANSION/CONTROL JOINT
WALL
4"
±
(P
E
R

P
L
A
N
)
2"
TOP OF GRATE(TG) PER PLAN1
3 4 2
DECK DRAIN42 SCALE:N.T.S.

DETAILS

EARTHEN SWALE-

FLOW LINE (FL) ELEVATION PERPLAN
2'
1'
4"

SURFACE TREATMENTPER LANDSCAPE PLANS
SCALE:N.T.S.

RISER OUTLET DETAIL FOR HYDROMODIFICATION-SCALE:N.T.S.

DIMENSIONS OF BMP RISER HYDROMODIFICATION OUTLETS

BMP A(INCHES)B(INCHES)C(INCHES)D(INCHES)

OUTLET X OUTLET Y OUTLET Z
DIA.(INCHES)QUANTITY DIA.(INCHES)QUANTITY
DIMENSIONS[L (INCHES) XH (INCHES)]QUANTITY
BC 18 6 12 N/A 2 4x 4 2x N/A N/A
E 24 6 9 N/A 4 4x 6 4x N/A N/A
F 18 6 9 12 4 2x 6 3x 24 x 2 2x
H 20 6 12 N/A 2 4x 4 4x N/A N/A
BROOKS PRODUCTS 3636CATCH BASIN AND GRATE
PO
N
D
I
N
G

D
E
P
T
H
SURFACEELEV. PERPLAN
B
C
A
D

OUTLET X

OUTLET Y

OUTLET Z
DECOMPOSED GRANITE PAVING3 SCALE:N.T.S.

NOTE:
·SEE ALSO DETAIL 5, SHEET L-2.01
1"

T
O

2 "
WIDTH = 3-FEET MIN.LENGTH = 4-FEET MIN. UNLESS NOTED ON PLAN 12 "
±
RIP-RAP NOTES:
·ROCKS FOR GROUTED RIPRAP SHALL BE GOOD QUALITY RIVER RUN ROCK. THE SMALLESTDIMENSIONS SHALL EXCEED 6 INCHES AND THE LARGEST DIMENSION SHALL NOT EXCEED12 INCHES. ·THERE SHALL BE A SAND BED OF AT LEAST 2 INCHES BENEATH THE FIRST LAYER OF ROCK.ALL THE VOIDS BETWEEN THE ROCKS SHALL BE FILLED WITH SAND. MAXIMUM SPACINGBETWEEN ROCKS SHALL BE 2 INCHES. ·ALL RIP-RAP SHALL BE PLACED TO FORM A ROUGH UNEVEN SURFACE WITH PORTIONSEXTENDING 1" TO 2" ABOVE TOP OF ADJACENT GRADE. ·RIP-RAP APRON SHALL BE CONSTRUCTED IN A WORKMANLIKE MANNER AND COMPLETEDTO THE SATISFACTION OF THE INSPECTOR.

UN-GROUTED RIP-RAP12

TOP OF PAD(FG PER PLAN)
SURROUND PAD WITHPERMEABLE FABRIC- MIRAFI 140NC OR EQUAL SCALE:N.T.S.

JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38614
Jesse Sanchez 10/9/25
TABLE A TABLE BLINE OF CURB 2SEE NOTE #6
Z CT Z Z1XYXY
B8.33% MAX
4 1”1 -0”1-6”o’-o”1 ’-0”r-6”1’-0”1”3’-0” MIN
2”2-0”T-8”O’-O”2”2-0”1 -8”2-0”T[
3”3'-0”2’—6” O’-O”3”3-0 92 2’-6”3-0 93
4”4’-0”3’-4”O’-O”4” 4’-0 99 3’-4”4’—0 93
5”5-0” 4-2”O’-O”5"5-0” 4-2” 5-0”
6”6-0”5-0”O’-O"6”6-0"5-0”6-0”833%7"7’-0”5’-10”1-0”7” 7’-0”5-10”7-0 93MAx &AK******28**** A******* ****• — — — — — — — — — — • — — — — —8”8’-0”6’-8”2’-o”8”8’-0” 6’-8" 8’-0”ZZ4 ZZ2ll—||i 0/25/2078 Date

7. EDGE OF TRUNCATED DOME PANEL SHALL BE LOCATED 6” MINIMUM AND 8” MAXIMUM FROM THE GUTTER FLOWLINE. — 7

5. THE RAMP SLOPES WILL BE MEASURED RELATIVE TO THE SIDEWALK SLOPE. ADJOINING SLOPE BEYOND THE RAMP SHALL NOT EXCEED 20:1 (5%).

6. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.| —
\
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4. IF OBSTRUCTIONS SUCH AS INLETS, UTILITY POLES, FIRE HYDRANTS, ETC., ARE ENCOUNTERED, THE RAMP LOCATIONS MAY BE ADJUSTED UPON THE APPROVAL OF THE AGENCY. ©
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(8) MORTARED COBBLE EDGE WHERE OCCURS FER FLAN, (CALLOUT - *52). COBBLE TO BE 6"-l0" 'CURRAN COBBLE' AVAILABLE FROM:

DECORATIVE STONE SOLUTIONS, CONTACT RANDY JURGENSEN
(800) 699-1818. COBBLE TO BE EMBEDDED 50% MIN. INTO
CONCRETE EDGE. COBBLES TO HAVE MAX 1" GAP BETWEEN STONES. •REMOVE & RECONSTRUCT PAVEMENT AS SHOWN ON PLANS TO PROVIDE 5% MAX SLOPE WITHIN 4-0 RAMP APPROACH. ee0EESS/on)M4s
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SCALE: I" = 1‘-O
NOTES:

CONTRACTOR TO PROVIDE 2‘-6" x 6‘-O"

MOCK-UP OF MORTARED COBBLE STONE
SAMPLE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. MOCK-UP TO BE INSTALLED IN WORK LOCATION 4 CAN REMAIN IF APPROVED.

ALL REJECTED MOCK-UPS TO BE REMOVED.
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ESHEET INDEX MAP
SCALE: 1" = 500'
TEMPORARY SLOPE EASEMENT TO ARCHSTONE-SMITHPER DOC. #2002-0135146(TO EXPIRE ONCE THE CITY OF CARLSBAD ACCESSTHE IMPROVEMENTS IN THE R.O.W.) EASEMENT TO SAN DIEGOCOUNTY WATER AUTHORITYPER DOC. #2014-0105138

LIMITS OFGRADING

HMPBOUNDARY
20' OFFSET FROMHMP BOUNDARY
LIMITS OF GRADING22'± OFFSET FROMHMP BOUNDARY
NOTE TO CONTRACTOR:

CONTRACTOR TO SCHEDULE A SITE WALKWITH THE CITY PRIOR TO START OFDEMOLITION TO VERIFY ALL ITEMS TO BEDEMOLISHED AND/OR SALVAGED.

NOTE TO CONTRACTOR:

CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TODEMOLITION.

DEMOLITION GENERAL NOTES
SEE SHEET D-1.02.

NOTE TO CONTRACTOR:
·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THEAERIAL TOPOGRAPHIC SURVEY PERFORMED BY PSOMAS, DATED JUNE 2020, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS.
·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH)

WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID.
·CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES.
·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIES

ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL.
·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.

B
SHEETD-1.03
SHEETD-1.04
SHEETD-1.05
MATCH LINE - SEE SHEET D-1.02

LIMITS OFGRADING

SAN DIEGO COUNTY WATER AUTHORITY -CARLSBAD DESALINATION CONVEYANCEPIPELINE MACARIO TUNNEL PIT NOTE TO CONTRACTOR:THIS PROJECT HAS A MITIGATION MONITORING ANDREPORTING PROGRAM. SEE MIT. MEASURE BIO-3B ANDPRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’SLIMITS OF DISTURBANCE WITH ORANGE FENCING, ANDIN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATEDRUNOFF, USE SILT FENCING TO DELINEATE THE IMPACTFOOTPRINT CONSISTENT WITH THE PROJECT’S STORMWATER POLLUTION PREVENTION PLAN (SWPPP). ALLFENCING WOULD BE REVIEWED BY THE PROJECTBIOLOGIST PRIOR TO THE INITIATION OF WORK.

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LEGEND

EXISTING HABITAT FENCE

DEMOLITION NOTES
A
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LIMITS OF GRADING AND LOCATION OF ORANGE FENCING
REMOVE EXIST. CONC. DITCH (COMPLETE) AND DISPOSE
REMOVE EXIST. HEADWALL, INLET, RIPRAP AND/OR INTERFERING SECTION OF PIPE FOR NEW CONNECTION (COMPLETE) ANDDISPOSE - SEE PRECISE GRADING PLANS E REMOVE EXIST. TREE & SITE VEGETATION, CLEAR & GRUB, ROOT GRIND TREE ROOTS - ALL SITE VEGETATION WITHIN GRADINGLIMITS TO BE REMOVED F PROTECT IN PLACE - EXIST. TREES & SITE VEGETATION WITHIN HABITAT MANAGEMENT PLAN (HMP) PRESERVE AREA

EXISTING CHAIN (MAINTENANCE ACCESS POINT)

SEE IMPROVEMENT PLANS(ROW2023-0762) FOR DEMOLITIONOF WATER LINES AND FACILITIES JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38615
Jesse Sanchez 10/9/25
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DEMOLITION GENERAL NOTES

1. CONTRACTOR SHALL CONDUCT A SURVEY OF EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTSINDICATED TO DETERMINE AND VERIFY THE EXTENT OF DEMOLITION REQUIRED.2. CONTRACTOR SHALL RECORD EXISTING CONDITIONS BY USE OF PRE-CONSTRUCTION PHOTOGRAPHS,PRE-CONSTRUCTION VIDEOTAPES, AND DRAWINGS AS APPROPRIATE.3. A SURVEY SHALL BE PERFORMED AS WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM DEMOLITIONACTIVITIES.4. CONTRACTOR SHALL KEEP INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED ANDREINSTALLED AND ITEMS TO BE REMOVED AND SALVAGED.5. CONTRACTOR SHALL COORDINATE WITH THE OWNER THE STORAGE AND DELIVERY OF ITEMS TO BE SALVAGED.6. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AS THE FIRST ITEM OF WORK AND PROTECTTHEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITYFOR EXPENSE OF REPAIR OR REPLACEMENT. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD FIELDCONDITIONS VARY FROM THOSE SHOWN ON PLAN.7. WHEN UNANTICIPATED ELECTRICAL, STRUCTURAL, OR OTHER ELEMENTS INCLUDING STORM DRAIN, WATER ANDSEWER LINES THAT CONFLICT WITH INTENDED DESIGN ARE ENCOUNTERED, CONTRACTOR SHALL INVESTIGATEAND MEASURE THE NATURE AND EXTENT OF CONFLICT AND CONTRACTOR SHALL PROMPTLY SUBMIT A WRITTENREPORT TO THE COUNTY.8. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICESAND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED AND:
·SHALL ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. ·IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFOREPROCEEDING WITH DEMOLITION CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES/SYSTEMS THATBYPASS AREA OF DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTSOF BUILDING AND SITE. ·SHALL CUT OFF PIPE OR CONDUIT IN WALLS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEALREMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. WHERE ENTIRE WALL IS TO BE REMOVED,EXISTING SERVICES/SYSTEMS MAY BE REMOVED WITH REMOVAL OF THE WALL. CONTRACTOR SHALL CUTOFF PIPE OR CONDUIT SO IT WILL NOT BE VISIBLE IN FINISHED CONSTRUCTION.9. CONTRACTOR SHALL PROTECT EXISTING SERVICES/SYSTEMS INDICATED AGAINST DAMAGE DURINGDEMOLITION OPERATIONS.10. INACTIVE OR ABANDONED UTILITIES SHALL BE DISCONNECTED, REMOVED, AND PLUGGED OR CAPPED SUBJECTTO THE LOCAL GOVERNING AGENCIES.11. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT THE EXPENSE OF THE CONTRACTOR. KEEP ANY REQUIREDUTILITY IN OPERATING CONDITION DURING THE ENTIRE PERIOD OF WORK, INCLUDING EXISTING IRRIGATIONSYSTEMS FOR LANDSCAPE MAINTENANCE.12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT KNOWN OBSTRUCTIONS EXISTTHAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TOTHE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. ASSUME RESPONSIBILITY FOR ALL NECESSARYREVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATION.13. CONTRACTOR SHALL CONDUCT DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUMINTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USEDFACILITIES.14. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENTINJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN AND:
·SHALL PROVIDE TEMPORARY WEATHER PROTECTION, DURING THE INTERVAL BETWEEN DEMOLITION OFEXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATERLEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS. ·SHALL PROTECT WORK THAT IS TO REMAIN OR THAT IS EXPOSED DURING DEMOLITION OPERATIONS. ·SHALL COVER AND PROTECT EQUIPMENT THAT HAS NOT BEEN REMOVED.15. CONTRACTOR SHALL PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIREDTO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION ANDFINISHES THAT REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OFCONSTRUCTION BEING DEMOLISHED. CONTRACTOR SHALL STRENGTHEN OR ADD NEW SUPPORTS WHENREQUIRED DURING PROGRESS OF DEMOLITION.16. DEMOLITION AND REMOVAL WORK SHALL BE CAREFULLY PERFORMED TO AVOID DAMAGE TO EXISTING TREESNOTED ON THE PLANS TO REMAIN.17. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITIONS OF THE UNIFORMBUILDING CODE, THE AMERICANS WITH DISABILITIES ACT, AND ALL OTHER APPLICABLE LOCAL AND STATECODES, ORDINANCES AND REGULATIONS.18. CONTRACTOR SHALL USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN THE LIMITATIONS OFGOVERNING REGULATIONS AND AS FOLLOWS:
·SHALL NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USINGCUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOININGCONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOTHAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILYCOVER OPENINGS TO REMAIN. ·SHALL CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOIDMARRING EXISTING FINISHED SURFACES. ·SHALL NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. ATCONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OFHIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN FIRE WATCH AND PORTABLEFIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. ·SHALL MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. ·SHALL REMOVE DECAYED, TERMITE-INFESTED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS ORUNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE. ·SHALL LOCATE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSEEXCESSIVE LOADS ON STRUCTURES TO REMAIN.19. CLEAR THE SITE OF GRASS, WEED GROWTH, RUBBISH, DEBRIS, PAVEMENT, CONCRETE, INACTIVE ORABANDONED FACILITIES (VERIFIED BY THE AGENCY), THAT ARE TO BE REMOVED FOR CONSTRUCTION OF THESITE IMPROVEMENTS TO THE LIMITS AND DEPTHS SHOWN ON THE PLANS.20. ABANDONED UNDERGROUND FACILITIES (VERIFIED BY THE AGENCY), ROOTS THREE INCHES IN DIAMETER ANDLARGER, AND ROCKS AND BROKEN MASONRY LARGER THAN 4 INCHES IN ANY DIMENSION SHALL BE REMOVEDTO A MINIMUM DEPTH OF 12" BELOW FINISH GRADE.21. ALL DELETERIOUS MATERIALS WITHIN THE LIMITS OF THE WORK SHALL BE DISPOSED OF OFF-SITE BY THECONTRACTOR, WHO SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL RELATED COSTS.22. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEMAT THE CONTRACTOR'S EXPENSE IN AN EPA-APPROVED LANDFILL AND:
·SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. ·SHALL REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENTSURFACES AND AREAS.23. CONTRACTOR SHALL NOT BURN DEMOLISHED MATERIALS.24. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSEDBY DEMOLITION OPERATIONS AND RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITIONOPERATIONS BEGAN.

MATCH LINE - SEE SHEET D-1.01
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NOTE TO CONTRACTOR:

CONTRACTOR TO SCHEDULE A SITE WALKWITH THE CITY PRIOR TO START OFDEMOLITION TO VERIFY ALL ITEMS TO BEDEMOLISHED AND/OR SALVAGED.

NOTE TO CONTRACTOR:

CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TODEMOLITION.

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WHITMAN WAY
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SHEETD-1.01
SHEETD-1.02
S

ESHEET INDEX MAP
SCALE: 1" = 500'
SHEETD-1.03
SHEETD-1.04
SHEETD-1.05

DEMOLITION GENERAL NOTES
SEE SHEET D-1.02.

NOTE TO CONTRACTOR:
·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE

AERIAL TOPOGRAPHIC SURVEY PERFORMED BY PSOMAS, DATED JUNE 2020, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS.
·CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH)

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES.
·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIES ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, ORDIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL. ·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.

NOTE TO CONTRACTOR:THIS PROJECT HAS A MITIGATION MONITORING ANDREPORTING PROGRAM. SEE MIT. MEASURE BIO-3B ANDPRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’SLIMITS OF DISTURBANCE WITH ORANGE FENCING, ANDIN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATEDRUNOFF, USE SILT FENCING TO DELINEATE THE IMPACTFOOTPRINT CONSISTENT WITH THE PROJECT’S STORMWATER POLLUTION PREVENTION PLAN (SWPPP). ALLFENCING WOULD BE REVIEWED BY THE PROJECTBIOLOGIST PRIOR TO THE INITIATION OF WORK.

B
B
B
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E
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LEGEND

EXISTING HABITAT FENCE

EXISTING CHAIN (MAINTENANCE ACCESS POINT)

XXXXXXXXXXX EXISTING WOODEN SPLIT RAIL FENCE
D
D
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G REMOVE EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE TIMING OF REMOVAL OF HABITAT FENCE WITHIN WORKSCHEDULE G
H PROTECT IN PLACE - EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE CONNECTION/ATTACHMENT TO PROPOSEDHABITAT FENCE INSTALLATION I REMOVE EXIST. TRAILHEAD KIOSK, TRAIL SIGNAGE, TRASH RECEPTACLE, MUTT MITT DISPENSER - COORDINATE WITH CITY PRIOR TODEMO. ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER D

WATER METERD
JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38616
Jesse Sanchez 10/9/25
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BUILDING OFFICIAL DATE

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GRADING PLANS FOR:

GR2023-0042Eo
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HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961
20' OFFSET FROMHMP BOUNDARY
HMP BOUNDARY- RECORDEDCOVENANTINST. 2019-0151961
20' OFFSET FROMHMP BOUNDARY
EXIST. TRAIL
HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961
5' OFFSET FROM HMP BOUNDARY- TRAIL ALLOWED WITHIN FIRST 15'OF DEVELOPMENT SIDE 20' OFFSET FROMHMP BOUNDARY
LIMITS OF GRADING22'± OFFSET FROMHMP BOUNDARY

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NOTE TO CONTRACTOR:

CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TODEMOLITION.

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SHEETD-1.01
SHEETD-1.02
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ESHEET INDEX MAP
SCALE: 1" = 500'

DEMOLITION GENERAL NOTES
SEE SHEET D-1.02.

NOTE TO CONTRACTOR:
·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES.
·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIESENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL.
·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.

SHEETD-1.03
SHEETD-1.04
SHEETD-1.05
NOTE TO CONTRACTOR:THIS PROJECT HAS A MITIGATION MONITORING ANDREPORTING PROGRAM. SEE MIT. MEASURE BIO-3B ANDPRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’SLIMITS OF DISTURBANCE WITH ORANGE FENCING, ANDIN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATEDRUNOFF, USE SILT FENCING TO DELINEATE THE IMPACTFOOTPRINT CONSISTENT WITH THE PROJECT’S STORMWATER POLLUTION PREVENTION PLAN (SWPPP). ALLFENCING WOULD BE REVIEWED BY THE PROJECTBIOLOGIST PRIOR TO THE INITIATION OF WORK.

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LEGEND

EXISTING HABITAT FENCE

EXISTING CHAIN (MAINTENANCE ACCESS POINT)

XXXXXXXXXXX EXISTING WOODEN SPLIT RAIL FENCE
G REMOVE EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE TIMING OF REMOVAL OF HABITAT FENCE WITHIN WORKSCHEDULE H PROTECT IN PLACE - EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE CONNECTION/ATTACHMENT TO PROPOSEDHABITAT FENCE INSTALLATION I REMOVE EXIST. TRAILHEAD KIOSK, TRAIL SIGNAGE, TRASH RECEPTACLE, MUTT MITT DISPENSER - COORDINATE WITH CITY PRIOR TODEMO. ON WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38617
Jesse Sanchez 10/9/25
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GRADING PLANS FOR:

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RCE 63912 EXPIRES 9/30/26ENGINEERING MANAGER DATETPROJECT NO. DRAWING NO.—4 DATE INITIAL DATE INITIAL DATE INITIAL CUR2021-0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL DWN BY:

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EXIST. TRAIL
EXIST. TRAIL

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20' OFFSET FROMHMP BOUNDARY
LIMITS OF GRADING22'± OFFSET FROMHMP BOUNDARY

HMPBOUNDARY
LIMITS OF GRADING22'± OFFSET FROMHMP BOUNDARY

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MATCH LINE - SEE SHEET D-1.05
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NOTE TO CONTRACTOR:

CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TODEMOLITION.

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SHEETD-1.02
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ESHEET INDEX MAP
SCALE: 1" = 500'

DEMOLITION GENERAL NOTES
SEE SHEET D-1.02.

NOTE TO CONTRACTOR:
·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES.
·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIESENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL.
·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.

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LEGEND

EXISTING HABITAT FENCE

DEMOLITION NOTES
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EXISTING CHAIN (MAINTENANCE ACCESS POINT)

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HMPBOUNDARY

LIMITS OFGRADING
20' OFFSET FROMHMP BOUNDARY

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NOTE TO CONTRACTOR:

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ESHEET INDEX MAP
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DEMOLITION GENERAL NOTES
SEE SHEET D-1.02.

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·LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE

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EXISTING UTILITY LINES.
·CONTRACTOR TO VERIFY AND INFORM THE COUNTY OF ANY FACILITIESENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL.
·THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.

DHEADWALL,SIDEWALLS,AND PAD
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LEGEND

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EXISTING CHAIN (MAINTENANCE ACCESS POINT)

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68.98 FS

56.39 FS

67.20 FS

69.47 FS
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TEMPORARY SLOPE EASEMENT TO ARCHSTONE-SMITHPER DOC. #2002-0135146(TO EXPIRE ONCE THE CITY OF CARLSBAD ACCESSTHE IMPROVEMENTS IN THE R.O.W.)LIMITS OFGRADING HPGUARDRAIL59.94 TW52.00 TF

55.5± FS

55.1± FS

69.20 FS

65.38 FS

62.99 FS

56.43 FS

59.54 FS

57.30 FS
PROP. BUS STOPIMPROVEMENTS FOR ADAACCESSIBILITY- 60" x 96" MIN. LEVEL PAD

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55.75 TG54.7 INV

62.5 TG60.0 INV

68.75 TG65.5 INV

59.0 TG56.5 INV

69.0 TG66.2 INV

66.5 TG64.6 INV
1 0
.
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8.0'

54.50 TG51.75 INV IN51.7 INV OUT
8"@10.8%
8"@7.3%

57.00 TW52.00 BTM.

8.0'
4"@0.5%

55.5 TG54.7 INV

69.8 FS
HP67.1 FG69.33 TC68.83 FS 0" CF68.90 FS
0" CF68.31 FS

68.70 FS
4" CF68.50 TC68.17 FS
4" CF68.23 TC67.90 FS
4" CF67.76 TC67.43 FS
0" CF67.65 FS
4" CF67.38 TC67.05 FS

66.45 TC65.95 FS

67.60 TC67.10 FS

67.30 TC66.80 FS

67.03 TC66.53 FS

68.95 TC68.45 FL

68.70 TC68.20 FL

69.30 TC68.80 FS

68.51 TC68.01 FL

68.15 TC67.65 FL

67.04 TC66.54 FL
BASIN 'A'54.0 SURFACE51.75 SUBDRAIN OUT51.50 BOT.

55.5 TG54.8 INV

56.0 TG55.0 INV

56.0 TG54.8 INV

55.5 TG54.4 INV

54.33 INV

56.28 TW50.89 BTM.

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3 0
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55.75 TG54.6 INV55.20 FS 56.25 FS

56.33 FS56.25 FS

66.03 FS 69.08 FS

63.08 FS

62.90 FS

59.63 FS

59.44 FS

54.33 INV

55.34 FS

56.11 FS
(55.47)B.O.W.
8"@0.7%(55.39)B.O.W.
(55.08)B.O.W.

67.48 FS

67.68 FS

4.8%
10%
10%

4.8%
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4 .
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28 28
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66.75 FS

71.75 FS
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1.9%

69.25 FS

69.45 FS

1.8%

69.13 FS

69.04 FS

69.35 FS

1.8 %

1.5%
22A
4"22A

68.3 FL

61.4 FL

58.6 FL
C.O.51.75 INV37
3 %1.8%

66.50 TC65.83 FL

66.61 TC1.
1 %

1.8%67.45 TC66.95 FS

67.40 TC66.90 FS

67.31 TC66.81 FS

66.90 TC66.40 FL
13 68.43 TC67.93 FL
13 13

67.06 TC66.56 FS

1.5 %

66.63 TC66.13 FS

69.00 TC68.50 FS

69.36 TC68.86 FS

69.15 TC68.65 FS

69.09 TC68.59 FS

69.12 TC68.62 FS

0.6%

68.67 FS

1.3 %
2%

68.50 FS

68.60FS
4" CF68.33 TC68.00 FS

1.8 %

0.9%
14 14 1.5%

70.20FS

67.43 FS

1.6%

67.65 FS

67.78 FS 67.54 FS

0.5%
4" CF67.78 TC67.45 FS
4" CF67.43 TC67.10 FS
14 14

1.4%
4" CF67.04 TC66.71 FS 67.40 FS 1.5%

67.05 FS
1 .
8 %
1%
13 17
32 67.04 FS

67.15 FS67.18 FS

67.24 FS

67.37 FS

67.51 FS

68.55 FS

68.32 FS

68.22 FS

67.88 FS
TW = FS+18"TYP.

HP56.0 FL
24 4"22A
35 36
36 35
SIDEWALK10

66.5 TG64.5 INV
12 12
12 67.15 TG64.6 INV42

67.4 TG64.7 INV 21

67.94 FS

67.9 TG66.0 INV 21

67.2 TG65.0 INV21

67.65 FS

67.30 FS
0 .
5 %

0.7 %

67.47 FS

4.8 %

68.54 FS

70.08 FS

69.98 FS69.93FS

68.10FS

68.20FS

70.03 FS

70.08 FS

70.18FS
4"22A

4.8%68.4 TG66.1 INV 21
HP70.8 FS69.8 FS HP70.1 FG
4"22A

67.63 FS

1.6 %

56.92 TW50.89 BTM.

56.28 TW50.89 BTM.

90.5 FG 88.1 FG

4. 8
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11 TYP.
11 TYP.

67.2 FG

66.9 FG
2:
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2:1
MA
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2:1MAX.

R/W
R/W
R/W
R/W
R/W

59.5 FL

65.5 FL

69.5 FL

74.5 FL 79.5 FL 84.5 FL 89.5 FL

65.5 FL

74.3 FL
44 TYP.

56.8 67.50 FS1.5%

67.33 FS67.33 FS

67.23 FS

67.45 FS
1 .
5 %

0.5%

1.5%67.25 FS

67.23 FS

67.53 FS

67.53 FS 1.
5 %

67.53 FS

0.7%67.50 FS

67.50 FS

67.47 FS

71.15 FL

55.8 FL

64.8 FL
5 44
22A

55.1 TG54.4 INV21

55.1 TG54.35 INV21
18 18
18 R/W

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
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.

SEE SHEET C-0.03
12 CONSTRUCT DECORATIVE PAVING SURFACE PER LANDSCAPE ARCHITECT PLANS DETAIL 4, SHEET L-2.01 13 CONSTRUCT 18" STEP-OUT CURB PER DETAIL 13, SHEET C-0.03 14 CONSTRUCT CURB FACE TRANSITION PER DETAIL 14, SHEET C-0.03 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 15 CONSTRUCT 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 DETAILD-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 16 LEVEL PAD FOR BUS STOP PER DWG. NO. 546-1
17 CONSTRUCT 18" U-CHANNEL PER DETAIL 17, SHEET C-0.03
CONNECT TO SYNTHETIC SURFACE SUB DRAIN - SEE LANDSCAPE PLANS39 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT 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 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 43 CONSTRUCT CONCRETE BLANKET PROTECTION FOR PIPES PER S.P.P.W.C. STD. PLAN 225-3 44 CONSTRUCT RIP RAP PER DETAIL 12, SHEET C-0.08
45 CONSTRUCT GRAVITY RETAINING (SPLASH) WALL, TYPE-A, 2-FEET TALL, PER S.D.R.S.D. DWG. NO. C-09 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 18 CONSTRUCT ALLAN BLOCK RETAINING WALL - SEE SHEETS 44 TO 59 19 CONSTRUCT RAMP RETAINING WALL - SEE SHEET 61

L
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SECTION A-A

NOT TO SCALE
1%
PROP. 2:1MAX. SLOPE
PROP. 5" D.G./3" A.B. WALK
PROP. BROW DITCH
PROP. 2:1MAX. SLOPE
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PROP. FENCE - SEELANDSCAPE PLANS
1'
MI
N
.

PROP. MOW CURB -SEE DETAIL 5, SHEETL-2.01
15'
COLD JOINT PER LANDSCAPEARCHITECT PLANS- SEE DETAIL 3, SHEET L-2.01

BUS STOP DETAIL
SCALE: 1" = 10'S
E
R/W

8.0'
9 .
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2.0'
5 .
0 '
3 CONSTRUCT CONCRETE SIDEWALKPER S.D.R.S.D STANDARD DETAILSG-7 AND G-9 F
A
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38620
Jesse Sanchez 10/9/25
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74.90 FS

68.98 FS

61.91 TC61.41 FS

61.19 FS

67.20 FS
4" CF67.00 TC66.67 FS

69.47 FS
HP66.80 TC66.30 FL

65.75 TC65.25 FL
(55.5) FS
(56.2) FS
(51.0±) TOP OFHEADWALL(41.6±) BOTTOMOF HEADWALL

66.30 FS66.01CONC.

66.25 FS

66.50 FS66.21CONC.

67.20 FS
0" CF67.30 FS

67.15FS
EASEMENT TO SAN DIEGOCOUNTY WATER AUTHORITYPER DOC. #2014-0105138

LIMITS OFGRADING
GUARDRAIL54.49 TW47.82 BTM.

HPGUARDRAIL59.94 TW52.00 TF

55.5± FS

55.1± FS

69.20 FS

65.38 FS

59.54 FS
PROP. BUS STOPIMPROVEMENTS FOR ADAACCESSIBILITY- 60" x 96" MIN. LEVEL PAD

56.5 TMHEXIST 30" RCP SD*(48.20±) INV50.03 INV 8"51.0 INV 4"

54.75 TMHEXIST 18" RCP SD*(49.29±) INV50.12 INV 8" IN

68.75 TG65.5 INV

59.0 TG56.5 INV

66.2 INV

66.5 TG64.6 INV

66.5 TG63.9 INV 8"

66.5 TG63.2 INV

66.5 TG62.2 INV 12"

8.0'

54.50 TG51.75 INV IN51.7 INV OUT 8"@7.3%

10.0 '

55.50 TG51.75 INV IN51.7 INV OUT

54.33INV

57.00 TW52.00 BTM.

55.67 TW53.33 TF

55.67 TW52.67 TF

8.0'
4"@0.5%

55.5 TG54.7 INV

6.5'

8.0'

62.75 TG62.0 SURFACE59.75 SUBDRAIN IN59.50 BOT.57.0 INV 8" OUT 8 .
0 '

77.0 FS
GUARDRAIL72.67 TW65.00 TF

72.33 TW70.5 TG64.5 INV
4"

56.05 TG55.45 INV

69.8 FS
HP67.1 FG
HP66.95 FG
HP67.1 FG

69.33 TC68.83 FS 0" CF68.90 FS
0" CF68.31 FS

68.70 FS
4" CF68.50 TC68.17 FS
4" CF68.23 TC67.90 FS
4" CF67.76 TC67.43 FS
0" CF67.65 FS
4" CF67.38 TC67.05 FS
4" CF66.68 TC66.35 FS
0" CF66.52 FS66.20 FS
0" CF65.87 FS65.78 FS
4" CF65.95 TC65.62 FS

65.74 TC65.24 FL

65.25 TC64.75 FS

64.06 TC63.56 FS

63.60 TC63.10 FL

62.18 TC61.68 FS

61.80 TC61.30 FL
12" CF63.50 TC62.50 FS
10" CF65.13 TC64.30 FS

65.10 TC64.60 FS

66.45 TC65.95 FS

66.27 TC65.77 FS

67.60 TC67.10 FS

67.30 TC66.80 FS

67.03 TC66.53 FS

68.95 TC68.45 FL

68.70 TC68.20 FL

69.30 TC68.80 FS

68.51 TC68.01 FL

68.15 TC67.65 FL

67.04 TC66.54 FL

66.65 TC66.15 FS66.24 TC65.57 FL

65.65 TC65.15 FL

64.50 TC64.00 FL

66.08 TC65.58 FS

64.90 TC64.40 FS

54.0 SURFACE51.75 SUBDRAIN OUT
BASIN 'BC'54.0 SURFACE51.75 INV SUBDRAIN OUT51.50 BOT.

BASIN 'D'

57.4 FG

64.0 FG

63.1 SURFACE60.60 BOT.

65.1 FG

56.0 FG

56.0 FG
4"

55.4 TG54.4 INV

54.33 INV

55.5 TG54.8 INV

56.0 TG55.0 INV

56.0 TG54.8 INV

55.5 TG54.4 INV

54.33 INV

56.28 TW50.89 BTM.

C.O.-G.B.55.0 INV
C.O.55.3 INV12"

62.5 TG58.7 INV 8"
8"

56.95 TC56.45 TG/FS55.4 INV

SIGHTDISTANCETRIANGLE
WEIR64.1 FS

62.0 SURFACE59.50 BOT.
0" CF66.54 FS

65.19 TC64.69 FL
12" CF64.6 TC63.6 FS

66.20 FS65.91CONC.

66.03 FS 69.08 FS

59.63 FS

59.44 FS

62.94 FS

54.33 INV

55.34 FS
(55.47)B.O.W.
8"@0.7%(55.39)B.O.W.
(55.08)B.O.W.
(54.59)B.O.W.
(54.38)B.O.W.
(54.36)B.O.W.
(54.36)B.O.W.
(54.38)B.O.W.

56.5 FG
STORM DRAIN LINE 'A'SEE SHEET C-2.01FOR SD PLAN/PROFILE

67.48 FS

67.68 FS

1.5%

4.9%
2:1
MAX.
2:1
M
A
X
.

1.5%
2 .
2 %

3.3%
4 .
8 %
4 .
8 %
28 28
20 20
20 20
32 40
2 38
32 25
24 23
3 22A
28 2
2 2
2 12
12 12
12 12
12 4
3 29
5 5
5 5
5 5
5 25
24 7
7 6
6 6
6 6
8 2
7 1
1 1
1 1
7 6
77 7
7 6
6 6
69 13
13 13
28 2
22A
21 22
20 23
28 20
20 23
32 12"
32 12"
16 1%

T
Y
P
.
1%
T
Y
P
.
28 20
32 27 78.0 FS
1%1%

4.8%1%
23A
23A

1.8%22B
2 EA
2 :
1 2:1
2:1
2:1
2:
1 P
R
O
P
.

B
L
D
G
.
6 7
.
7 0

F
F
**
6 7
.
2 8

P
A
D
PROP. BLDG.67.50 FF**67.08 PAD
22B
4"@1%22A
4"@1%22A
29 HP56.5 FG
8"@4.3%22B

1.1%22B 71.75 FS
1 %

T
Y
P
.

1.9%

69.25 FS

69.45 FS

1.8%

69.13 FS

69.04 FS

69.35 FS

1.8 %

1.5%
8"@4.1%22B

1.8%

65.80 TC65.30 FS

65.45 FS

64.45 TC63.95 FS63.04 TC62.54 FS

62.79 TC62.29 FS

1.8%4.1%

63.18FS

63.10 FS
2:
1 65.68 TG61.1 INV 26

66.35 FS65.06CONC.

65.88 TG61.0 INV

65.82 TG63.0 INV 26

65.88 TG63.1 INV 26

65.88 TG63.5 INV 26

66.88 TG62.0 INV26

66.88 TG62.0 INV 26

65.88 TG63.1 INV

65.88 TG62.7 INV 26

65.88 TG26

66.10 FS65.68CONC.

66.20 FS65.91CONC.

62.8 TG59.3 INV21

65.0 TG60.1 INV 21

66.30 FS66.01CONC.

66.30 FS66.30 FS66.01CONC.

66.30 FS66.01CONC.

67.30 FS

67.30 F
S

68.30 FS

69.3 0

F
S

70.30 FS

67.3 0

F
S

67.3 0

F
S
6 7
.
3 0

F
S

68. 3
0 F
S

68.3 0

F
S
6 8
.
3 0

F
S

70.30 FS70.01CONC.

69.30 FS69.01CONC.69.30 FS69.01CONC.

69.30 FS69.01CONC.

65.88 TG61.5 INV 26
4"22A
26 12"22C
22A
22A
22A
22A
22A

64.30 FS
22A
22A
22A
22A
39 39
39 12"22C
4"22C
8"22B
8"22B
4"22A

68.3 FL

58.6 FL
C.O.51.75 INV37
3 %1.8%

66.50 TC65.83 FL
CB #162.50INV OUT
3015
22A 37
38 8"22B
8"22B
C.O.-G.B.54.6 INV37
PROP. D
R
I
V
E
W
A
Y

AND STREE
T

C
U
R
B

P
E
R
DWG. 550
-
8 ,

C
I
P

6 0
9 9
CB #4L=11'55.3 INV IN
3015

57.09 TC56.42 FL

57.62 TC56.95 FL
1 .
8 %

6.9%
37 62.30 FS

61.26 TC60.76 FL

61.45 TC60.95 FL

60.93 TC60.43 FL 4.8%
0" CF60.69 FL
8 13

62.00 TC61.50 FS

3.6%

63.70 TC63.20 FL

64.04 TC63.54 FS

63.71 TC63.21 FS1.8%
8"22B
12"22C
12"22C
8"22B
8"22B

61.88 TC61.38 FS61.15 TC60.65 FS

62.30 TC61.63 FL

62.15 TC61.48 FL
CB #357.00 INV OUT3015
4"22C

1.8%

64.26 TC63.76 FL
C.O.60.85 INV37

60.85 INV

59.75 INV
C.O.57.00 INV37
13 6

64.86 TC64.36 FS
17 1.
9 %

66.05 TC65.55 FS

65.94 TC65.44 FS

65.54 TC65.04 FL
13 7

66.61 TC66.11 FS

66.52 TC66.02 FS

66.45 TC65.95 FS

66.11 TC65.61 FL

1. 1
%

1.8 %67.45 TC66.95 FS

67.40 TC66.90 FS

67.31 TC66.81 FS

66.90 TC66.40 FL
13 68.43 TC67.93 FL
13 13

67.06 TC66.56 FS

1.5 %

66.24 TC65.74 FS

66.42 TC65.92 FS

66.63 TC66.13 FS
10" CF65.18 TC64.35 FS
6 1.6%

56.0 FG

69.00 TC68.50 FS
13 13

69.36 TC68.86 FS

69.15 TC68.65 FS

69.09 TC68.59 FS

69.12 TC68.62 FS

0.6%

68.67 FS

1.3 %
2%

68.50 FS

68.60FS
4" CF68.33 TC68.00 FS

1.8 %

0.9%
14 14 1.5%

70.20FS

67.43 FS

1.6%

67.65 FS

67.78 FS 67.54 FS

0.5%
4" CF67.78 TC67.45 FS
4" CF67.43 TC67.10 FS
14 14

1.4%
4" CF67.04 TC66.71 FS 67.40 FS 1.5%

67.05 FS
4" CF66.85 TC66.52 FS

1.2%
4" CF66.75 TC66.42 FS

66.31 FS
1 .
8 %
14 1.8%

1.8%

1.8 %
14 66.10 FS65.81CONC.

0.9%

65.98 TC65.48 FS 65.80 TC65.30 FS

66.20 FS

0.5%

1.2%

67.40 FS

66.94 FS

67.35 FS

66.85FS

1.8%
4 .
8 %

1.8%

67.48 FS

67.28 FS

67.45FS

3.1 %
1%
13 17

66.32 TC65.65 FL
CB #262.30INV OUT
3015
8"22B
C.O.-G.B.61.00 INV37

56.0 FG

54.33 INV 23
C.O.51.75 INV 37
C.O.-G.B.54.6 INV 37
8"22B

56.5 FG
32 TYPE A
TYPE D-MOD.

F.H.SEE SHEETC-5.01
TRANS. PERELEC. PLANS

70.00 TW67.00 TF

76.8 TG74.5 INV21
4"22A

65.76 FS

65.92 FS

66.03 FS66.11 FS

66.16 FS

66.59 FS

66.70 FS

66.54 FS

66.61 FS

66.71 FS

66.80 FS

66.96 FS

66.90 FS

67.03 FS

67.19 FS

67.36 FS

67.04 FS

67.15 FS67.18 FS

67.24 FS

67.37 FS

67.51 FS

68.55 FS

68.32 FS

68.22 FS

67.88 FS
1%

60.68 FL 60.75FS/LIP

61.06FS

61.28 FS
0" CF61.48 FS
0" CF62.08 FS

61.98 TC61.48 FS

62.05 TC61.55 FS

62.15 FS

61.50 FS

62.08 TC61.58 FS

66.00 FS
4"22A

66.4 TG63.0 INV 21
TW = FS+18"TYP.

TW = FS+18"TYP.

C.O.58.61 INV

1.8%

1.8 %
12:1 MAX.
12:1

M
A
X
.
1 2
:
1 M
A
X
.

71.43 FS71.34 FS

68.84 FS

68.75 FS

57.16 56.55 TC56.05 FL56.21 FS

68.0 TG62.0 INV 21
22A
HP56.0 FL
24 40
40 4"22A
35 36
36 35
DAYLIGHTIN SLOPE46.5 INV
36 GUARDRAIL71.33 TW65.67 TF
35 36
GUARDRAIL69.33 TW65.00 TF

67.33 TW65.00 TF
4"22A
36 35
10'

67.1FG
3 :
1 65.95 FS

65.8 TG63.0 INV21
4"22A

66.25 FS

66.21 FS

67.20 FS

66.8 TG63.0 INV21

67.18 TG63.5 INV42

66.5 TG64.5 INV 21

66.5 TG64.5 INV 21
4"22A
12 12
12 67.15 TG64.6 INV42

67.4 TG64.7 INV 21

67.94 FS

67.9 TG66.0 INV 21

67.2 TG65.0 INV21

67.65 FS

67.30 FS

1.5%
0 .
7 %

0. 5
%

67.30 FS
0 .
5 %

0.7 %

67.47 FS

4.8 %

68.54 FS

70.08 FS

69.98 FS69.93FS

68.10FS

68.20FS

70.03 FS

70.08 FS

70.18FS
4"22A

4.8%68.4 TG66.1 INV 21
HP70.8 FS69.8 FS HP70.1 FG
4"22A
4"22A

67.63 FS

1.6 %

56.92 TW50.89 BTM.

56.28 TW50.89 BTM.

4. 8
%
11 TYP.
11 TYP.
11 TYP.
11 TYP.
11 TYP.

C.O.59.2 INV 37

67.2 FG

66.9 FG

66.0 FG
2:
1 MA
X
.

R/W
R/W
R/W
SEAT WALL PERLANDSCAPE PLANS-TYP.

MOW CURB PERLANDSCAPE PLANS-TYP.

65.5 FL
44 TYP.
44 TYP.

TYP.
44 C.O.-G.B.55.35 INV37
9 3.
9 %

67.50 FS1.5%

67.33 FS

67.23 FS

67.45 FS
1 .
5 %

0.5%

1.5%67.25 FS

67.23 FS

67.53 FS

67.53 FS 1.
5 %

67.53 FS

0.7%67.50 FS

67.50 FS

67.47 FS

64.8 FL
5 5
44 19
19 19
19 18
18 18
18 18
39 64.7 FG

64.5 FG

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

L
I
N
E

S
E
E
SH
E
E
T

C
-
1 .
0 3
F
A
R
A
D
A
Y

A
V
E
.

MA
T
C
H

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
0 4
MATCH LINE - SEE SHEET C-1.06
2%
EXIST. SLOPE- VARIES 3.5:1 TO 5:1
EXIST. CONCRETECULVERT WITH WINGWALLS
PUNCHED HOLES IN EXIST.CONC. BASE TO PROHIBITWATER FROM POOLING EXIST.SLOPE

SECTION K-K

NOT TO SCALE
PROP. 2:1 MAX. SLOPE
START NEW SLOPEAT BASE OF EXIST.CULVERTHEADWALL(OPENING) FARADAY AVE.

PROP.D.G.WALK
K
K
PROP. ALLAN BLOCK RETAINING WALL WITH GUARDRAIL - V-SEE SHEET 54 NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. ** NOTE TO CONTRACTOR:

VERIFY STRUCT. SLAB SECTION [ASSUMED 5" PCC /VAPOR BARRIER / COMPACTED FILL] W/STRUCTURALDRAWINGS AND SOILS ENGINEER'S REPORT PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN

SAN DIEGO COUNTYWATER AUTHORITY -CARLSBAD DESALINATIONCONVEYANCE PIPELINEMACARIO TUNNEL PIT L
L

SECTION L-L

NOT TO SCALE
PROP.PAVEMENT
30'8'
PROP. CURB& GUTTER
PROP.SIDEWALK
PROP.CURB
PROP. 2:1MAX. SLOPE
Q
Q
R
R
PROP.PAVEMENT
24'6.5'
PROP. CURB& GUTTER
PROP.SIDEWALK
PROP.CURB
PROP. 3:1MAX. SLOPE

SECTION Q-Q

NOT TO SCALE
PROP.PAVEMENT
44'6.5'
PROP. CURB& GUTTER
PROP.SIDEWALK
PROP.CURB

SECTION R-R

NOT TO SCALE
PROP. 2:1MAX. SLOPE
PROP. 2:1MAX. SLOPE
18'
2 7
1 6
5 2
7 1 6
6 1
3 7
2 1.6%

1.5%1.8%
7'

1.25'

1.8%

1.8%VARIES
JN
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*(87.97) FSB.O.W.

85.50 FS

84.65 FS

67.20 FS

80.35 FS

80.10 FS

78.85 FS

91.30 FS

82.55 FS

77.65 FS

67.20 FS

67.15FS

HMPBOUNDARY

66.5 TG64.6 INV

66.5 TG63.9 INV 8"

66.5 TG63.2 INV

66.5 TG62.2 INV 12"
14 .
0 '

10.0'

10. 5
'

10.0'

10.0 '

88.10 TG85.0 INV

85.0 TG82.0 INV

79.4 TG76.5 INV

77.0 FS

72.33 TW70.5 TG64.5 INV
4"

82.83 TW81.34 BTM.10.5'
HP67.1 FG
HP66.95 FG
HP67.1 FG

76.0 TG72.5 INV
0" CF66.52 FS

88.5 TG86.0 INV

77.5 TG74.5 INV

88.81 FS

88.70 FS

66.54 FS
HP84.75 FS
HP91.80 FS

80.25 FS

80.00 FS

79.00 FS

79.00 FS
HP84.25 FL
STORM DRAIN LINE 'A'SEE SHEET C-2.02 FORSD PLAN/PROFILE

67.48 FS

67.68 FS

2. 2
%
4 .
8 %

4. 8
%
4 .
8 %

4.8 %

4.8%

4. 8
%

4. 8
%
3 .
5 %

3. 1
%

3.3%
3 20
20 20
20 3
12 12
332
2 32
32 28
28 28
32 2
3 3
3 3
32 32
1 5
%
12 28
12 2
323
3 3
21 28
28 1%

T
Y
P
.
1%

T
Y
P
.
1% TY
P
.
1% TYP.
1% TYP.
1% T
Y
P
.
1% TYP.
1% TY
P
.
1% TY
P
.
1%
T
Y
P
.
1% TYP.
32 32
32 32
1 %

1.8%

1.8%
1 .
8 %
5%

1. 4
%
2 :
1 2:
1 P
R
O
P
.

B
L
D
G
.

PROP. BLDG.67.50 FF**67.08 PAD
4"22A 12"22C
22A
8"22B

90.3 FL
8"22B
8"22B
8"22B
8"22B

0.5 %

1.2%88.1 FL
8"22B
8"22B
4"22A
*(87.4±) FSB.O.W.
*(88.7±) FSB.O.W.
(7.7%)

87.60 FS

87.80 FS

89.14 FS 88.98 FS

88.75 FS

88.77 FS

88.87 FS

89.00 FS

88.25 FL
12"22C

1.6%

67.65 FS

67.40 FS 1.5%

67.05 FS

1.8%

1.2%

67.40 FS

66.94 FS

67.35 FS

66.85FS

1.8%
4 .
8 %

1.8%

67.48 FS

67.28 FS

67.45FS

3.1 %
4"22A

75.0 TG73.0 INV 2166.59 FS

66.70 FS

66.61 FS

66.71 FS

67.36 FS
4"22A

66.4 TG 21
TW = FS+18"TYP.

TW = FS+18"TYP.
1%

74.67 TW72.33 TF

1.8%1.8%

1.8 %
12:1 MAX.
12:1

M
A
X
.
1 2
:
1 M
A
X
.

74.03 FS

73.93 FS

71.43 FS71.34 FS

68.84 FS

68.75 FS
GUARDRAIL71.33 TW65.67 TF
35 SIDEWALK10

73.8 FG

67.1FG
3 :
1 HP89.20 FS
LP88.50 FS

87.5 FL

HMPBOUNDARY
20' OFFSET FROMHMP BOUNDARY
LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY

96.4 FL

90.50 TW89.52 BTM.

1. 4
%
4"22A
32 1.9%

87.0 FL84.45 INV 31

87.9 TG86.0 INV 28
HP88.6 FG
32 32
32 32
12"
22C12"
12"

90.5 FL
102.9 FL
4"
107.0 FL
32 12"
116.75 FL
35 32
12"

90.0 TG87.0 INV 28

67.20 FS

66.8 TG63.0 INV21

67.18 TG63.5 INV42

66.5 TG64.5 INV 21

66.5 TG64.5 INV 21
4"22A
1267.65 FS

67.30 FS

1.5%
0 .
7 %

0. 5
%

67.30 FS
0 .
5 %

0.7 %
4"22A
36 HPGUARDRAIL96.84 TW85.73 BTM.
11 TYP.
11 TYP.
102.1 FG

95.5 FG
105.5 FG
2:1
MAX.
2:1
MAX.
2:1
MAX.
2:1
MAX
.
2:1
MAX
.
2:1
MAX.
2:1
MAX
.
2:1 MAX.
2:1MAX.

R/W
SEAT WALL PERLANDSCAPE PLANS-TYP.

MOW CURB PERLANDSCAPE PLANS-TYP.
43 32
12"

89.5 FL

88.5 FL

90.5 FL

94.5 FL
104.5 FL
104.5 FL
114.5 FL
114.5 FL

79.5 FL

77.2 FL
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS

89.0 FL

88.0 FL

67.50 FS

67.33 FS

67.23 FS

67.45 FS
1 .
5 %

0.5%

1.5%

67.53 FS

84.05 FL

81.95 FL

87.5 FL

85.9 FL

81.2 FL

79.55 FL
19 19
18 GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
0 1
MATCH LINE -SEE SHEET C-1.04

WHITMAN WAY
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
SEE DETAIL 'A' SHEET C-1.03 FORTYPICAL BROW DITCH TO CATCHBASIN TYPE 'F' TRANSITION TRANSITION FROM BROW DITCH TO CATCH BASINA SCALE:N.T.S.

2.67'

0. 5
4 '

0. 7
5 '

1. 0
'
OR

0. 5
'3" 2500 psi AIR PLACEDCONCRETE WITH 6 x6-W1.4 x W1.4 WWF BROW DITCH PER SDRSDD-75, MOD. PER PLAN
PROFILE 2PROFILE 1
CATCH BASIN TYPE'F' PER SDRSD D-07

ELEVATION

PLAN MATCH FLPER PLAN
2'TRANSITION FROM BROW DITCH (PROFILE 1)TO PROFILE 2 AT CATCH BASIN TYPE 'F'

MATCH FLPER PLAN
2'TRANSITION FROM BROW DITCH (PROFILE 1)TO PROFILE 2 AT CATCH BASIN TYPE 'F' CATCH BASIN TYPE 'F' PER SDRSD D-07
BROW DITCH PER SDRSDD-75, MOD. PER PLANBROW DITCH PER SDRSDD-75, MOD. PER PLAN JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38622
Jesse Sanchez 10/9/25
[» Y.S0 CONSTRUCT 4" A.C./12" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TESToRCSOvNRECSVCONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.01SOKr, RCAly LREC I I []CONSTRUCT 4" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST■REC-REC- 16AY I I7WAWATWAT
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10'

61.19 FS
4" CF67.00 TC66.67 FS

80.10 FS

78.85 FS
132.50 FS

68.73 FS

88.4 FS

91.75 FS

95.8 FS

66.30 FS66.01CONC.

77.75 FS

83.25 FS

70.89 FS

74.23 FS

66.19 FS

66.25 FS 76.08 FS

66.50 FS66.21CONC.

74.55 FS66.55 FS66.26 CONC.

83.75 FS

85.0 FS
133.40 FS

75.00FS

77.10 FS

77.65 FS67.15FS
H.P.GUARDRAIL78.10 TW68.89 BTM.

GUARDRAIL100.32 TW91.11 BTM.

69.81 FS
GUARDRAIL134.20 TW123.08 BTM.

GUARDRAIL90.55 TW83.88 BTM.

GUARDRAIL95.87 TW85.39 BTM.

66.5 TG62.2 INV 12"

68.25 TG64.0 INV8"

62.75 TG62.0 SURFACE59.75 SUBDRAIN IN59.50 BOT.57.0 INV 8" OUT 8"@22%
12"

77.0 FS
GUARDRAIL72.67 TW65.00 TF

72.33 TW70.5 TG64.5 INV
4"82.4 TG79.0 INV12"

88.8 TG85.0 INV

74.25 TG68.0 INV 12"

82.83 TW81.34 BTM.

89.28 TW87.70 BTM.
134.20 TW132.60 BTM.

6.0'

10. 0
'

54.83 INV

10.0'

93.33 TW92.37 BTM.
106.7 TG103.5 INV
107.44 TW106.47 BTM.
12"
4"

76.0 TG72.5 INV
4" CF66.68 TC66.35 FS
0" CF66.52 FS66.20 FS
0" CF65.87 FS65.78 FS
4" CF65.95 TC65.62 FS

65.74 TC65.24 FL

65.25 TC64.75 FS

64.06 TC63.56 FS

63.60 TC63.10 FL

62.18 TC61.68 FS

61.80 TC61.30 FL
12" CF63.50 TC62.50 FS

65.10 TC64.60 FS

65.65 TC65.15 FL

64.50 TC64.00 FL

66.08 TC65.58 FS

64.90 TC64.40 FS

77.5 TG74.5 INV

BASIN 'D'
BASIN 'E'54.5 SURFACE

57.19 TW55.58 BTM.

57.19 TW51.79 BTM.

64.0 FG

63.1 SURFACE60.60 BOT.

65.1 FG

62.5 TG58.7 INV 8"
8"

69.84 TW68.26 BTM.

72.0 TG68.5 INV
4"

91.25 TG88.0 INV
C.O.76.0 INV12"
WEIR64.1 FS

62.0 SURFACE59.50 BOT.
0" CF66.54 FS

65.19 TC64.69 FL
12" CF64.6 TC63.6 FS

73.85 FS

75.00 FS

76.0 FS66.20 FS65.91CONC.

62.94 FS

80.25 FS

80.00 FS

79.00 FS

90.85 FS

90.75 FS

54.83 INV
GUARDRAIL58.46 TW51.79 BTM.

STORM DRAIN LINE 'A'SEE SHEET C-2.01FOR SD PLAN/PROFILE SEE SHEET C-2.01FOR SDPLAN/PROFILE
132.80 FS132.38 TG127.0 INV 12"
133.50 FS133.21 CONC.
132.90 FS
133.50 FS133.08 TG128.0 INV
133.00 FS132.71CONC.

67.48 FS

4.8 %

4.8%

4. 8
%

4.8%

3.3%

4.8%

1.5 %
3 .
5 %

2.9 %

3.3 %
4 .
8 %

4.8 %

3.3%

4.1 %
20 2
28 2
12 12
12 4
4 4
5 5
25 24
7 6
6 1
1 7
6 7
69 13
13 2
22B
22C
2 3
28 12
12 2
2 22A
2 32
32 3
3 28
2828
12 3
25 23
23A
32 28
3 3
22C
22A
32 21
28 32
12"
32 12"
32 12"
32 12"
1% TYP.
1%

T
Y
P
.
1% TY
P
.
1%
T
Y
P
.
1%
T
Y
P
.
1% T
Y
P
.
1% T
Y
P
.
1% TYP
.
28 22B
28 22A
28 32
32 32
32 27 78.0 FS

76.0 FS

4.8 %

1.5 %

1.8%

1.8 %

1. 4
%
23 26
26 2:1 MAX.
2:1
2:1 MAX.
2:1
2:1
2:1
2:1
2:
1 PROP. BLDG.67.50 FF**67.08 PAD
22B
111.8 FS

85.0 FS

74.30 FS
1% TY
P
.

1.8%

69.63 FS

67.85 FL
2 65.80 TC65.30 FS

65.45 FS

64.45 TC63.95 FS63.04 TC62.54 FS

62.79 TC62.29 FS

1.8%4.1%

63.18FS

63.10 FS
2:
1 77.58 TG74.0 INV 26

75.58 TG73.0 INV 26

74.68 TG71.9 INV26

65.68 TG61.1 INV 26

66.35 FS65.06CONC.

65.88 TG61.0 INV 26

66.30 FS66.01 CONC.65.82 TG63.0 INV 26

65.88 TG63.1 INV 26

65.88 TG63.5 INV 26

66.88 TG62.0 INV26

66.88 TG62.0 INV 26

65.88 TG63.5 INV 26

65.88 TG63.1 INV 26

65.88 TG62.5 INV26

65.88 TG62.1 INV26

65.88 TG61.4 INV26

65.88 TG62.9 INV 26

65.88 TG63.5 INV 26

65.88 TG63.5 INV26

65.88 TG62.9 INV 26

65.88 TG57.9 INV12"
26 65.88 TG62.7 INV 26

65.88 TG58.6 INV12"
26 66.10 FS65.68CONC.

66.20 FS65.91CONC.

4.8 %
1%

65.9 TG63.8 INV 21

65.9 TG63.5 INV 21

65.9 TG63.8 INV21

65.9 TG63.5 INV 21

64.5 TG57.7 INV12"
21 62.8 TG59.3 INV21

65.0 TG60.1 INV 21

65.88 TG61.0 INV 12"26

66.30 FS

66.30 FS66.01CONC.

66.38 FS

66.30 FS66.01CONC.

66.30 FS

66.30 FS66.01CONC.

66.30 FS66.01CONC.66.30 FS66.01CONC.

66.30 FS66.01CONC.

67.30 FS

67.30 F
S

68.30 FS

69.3 0

F
S

70.30 FS

67. 3
0 F
S

67.3 0

F
S
6 7
.
3 0

F
S

68. 3
0 F
S

68.3 0

F
S
6 8
.
3 0

F
S

70.30 FS70.01CONC.

69.30 FS69.01CONC.69.30 FS69.01CONC.

69.30 FS69.01CONC.

65.88 TG61.5 INV 26
12"22C
4"22A
132.66 FS
132.51 FS
132.4 TG130.0 INV21
4"22A
133.26 FS
133.47 FS
133.45 FS
133.39 FS
133.30 FS
32 32

73.35 FL
12"@12.2%22C
22A
4"22A

77.71CONC.

77.58 TG75.0 INV26
12"22C

77.71CONC.22A 22A

75.71CONC.
22A
22A
22A
22A

64.30 FS
22A
22A
12"22C
22A
22A
22A
22A
22A
22A
22A
22A
22A
1%

1.9 %
1 %4.8%

75.71CONC.
133.0 TG130.0 INV21
39 39
39 1.6
%
133.41 FS
133.53 FS
4"22A
132.0 FL

89.4 FL
8"22BC.O.52.25 INV 37
12"22C
22A
8"22B
12"22C
37 8"22B
4"22A
1%
4"22A
12"22C
8"22B

62.30 FS

61.26 TC60.76 FL

61.45 TC60.95 FL

4.8%
0" CF60.69 FL
8 13

62.00 TC61.50 FS

3.6%

63.70 TC63.20 FL

64.04 TC63.54 FS

63.71 TC63.21 FS
8"22B
12"22C
12"22C

62.30 TC61.63 FL

62.15 TC61.48 FL

60.85 INV

59.75 INV
C.O.57.00 INV37
13 6

64.86 TC64.36 FS
17 1
.
9 %

66.05 TC65.55 FS

65.94 TC65.44 FS

65.54 TC65.04 FL
13 7

66.52 TC66.02 FS

66.45 TC65.95 FS

66.11 TC65.61 FL
13 13
4" CF66.85 TC66.52 FS
4" CF66.75 TC66.42 FS

66.31 FS
14 1.8%

1.8%

1.8 %
14 66.10 FS65.81CONC.

0.9%

65.98 TC65.48 FS 65.80 TC65.30 FS

66.20 FS

0.5%

1.2%

67.40 FS

66.94 FS

67.35 FS

66.85FS

1.8%
4 .
8 %

1.8%

67.48 FS

67.28 FS

67.45FS

3.1 %

INV OUT
TYPE A
F.H.SEE SHEETC-5.01
TRANS. PERELEC. PLANS
4"22A

75.0 TG73.0 INV 21

70.00 TW67.00 TF

76.8 TG74.5 INV21
4"22A
1%

74.5 TG73.0 INV 21
1%

65.76 FS

65.92 FS

66.03 FS66.11 FS

66.16 FS

66.59 FS

66.70 FS

66.54 FS

66.61 FS

66.71 FS

66.80 FS

66.96 FS

66.90 FS

67.19 FS
1%
1%
1%
1%

61.28 FS
0" CF61.48 FS

61.98 TC61.48 FS

61.50 FS

66.00 FS
4"22A

66.4 TG63.0 INV 21
133.4 TG131.0 INV21 133.58 FS
133.80 FS
HP133.8 FGC.O.58.61 INV
C.O.66.67 INV
1%

75.8 TG73.0 INV21

74.67 TW72.33 TF

1.8%1.8%

1.8 %
12:1 MAX.
12:1

M
A
X
.
1 2
:
1 M
A
X
.

74.03 FS

73.93 FS

71.43 FS71.34 FS

68.84 FS

68.75 FS
105.0 TG102.0 INV 28
105.59 FS
105.49 FS
105.59 FS
105.69 FS

68.0 TG62.0 INV 21
22A
H.P.GUARDRAIL90.55 TW85.15 BTM.

HP57.0FL
HP58.4 FL

56.5 TG54.7 INV 20

56.5 TG55.0 INV 20
4"22
40 107.0 TG103.6 INV 28
GUARDRAIL71.33 TW65.67 TF
35 36
GUARDRAIL69.33 TW65.00 TF

67.33 TW65.00 TF
4"22A
36 36

51.79 BTM.
35 73.02 TW71.43 BTM.
35 36
DAYLIGHTIN SLOPE88.0 INV
4"22A
35 36
36 DAYLIGHTIN SLOPE122.0 INV
4"22A
35 36
36 35
35 10'

73.8 FG

67.1FG
3 :
1 94.30 TW93.35 BTM.

GUARDRAIL87.37 TW81.98 BTM.

96.4 FL

90.50 TW89.52 BTM.

1. 4
%
4"

93.8 TG90.5 INV 28
22A4"
35 35
32 12"
32 12"

90.0 TG87.0 INV

65.95 FS

65.8 TG63.0 INV21
4"22A

66.25 FS

66.21 FS

67.20 FS

66.8 TG63.0 INV21
36 HPGUARDRAIL96.84 TW85.73 BTM.

GUARDRAIL90.55 TW82.61 BTM.

89.5 FL

89.9 FL

90.1 FL
GUARDRAIL90.35 TW85.79 BTM.

GUARDRAIL75.56 TW69.53 BTM.

77.5 FL

57.82 TW51.79 BTM.
11 TYP.
11 TYP.
11 TYP.

C.O.59.2 INV 37

95.1 FG
2:1
M
A
X
.
2:1
M
A
X
.
2:1M
A
X
.
2:1M
A
X
.
3'
4343
-TYP.

PRECAST CONCRETESTEPS PER LANDSCAPEPLANS-TYP.
43 32
104.5 FL

77.2 FL

74.4 FL

76.5 FL

94.5 FL

64.5 FL
TYP.

C.O.-G.B.55.35 INV
C.O.-G.B.55.35 INV 37
9 3.9
%

79.55 FL

83.15 FL

87.8 FL

70.3 FL

65.6 FL

74.5 FL
5 19
19 19
19 19
18 18
18 18
18 18
18 18
18 18
18 18
18 39

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
0 6

MATCH LI
N
E

S
E
E

S
H
E
E
T

C
-
1 .
0 5
MATCH LINE - SEE SHEET C-1.03
MAT
C
H

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
0 2
MAT
C
H

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
0 7
MA
T
C
H

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
0 5
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
M

MSECTION M-M

NOT TO SCALE
PROP. 2:1MAX. SLOPE
PROP. BROWDITCH
PROP. RETAININGWALL AND WALK- SEE DETAIL 1,SHEET 61
PROP.SUBDRAIN
PROP. STORM DRAIN WITHCONC. ENCASEMENT
PROP. CONC.WALK
43 35
32 26.33'

72.33 TW

72.33 TW
1'

69.3 FG
3'

71.34 FS

5. 7
5 '
MA
X
.

7. 6
7 '
MA
X
.

NOTE TO CONTRACTOR:

GRADING OF SLOPE UNDER PLAY SLIDE MAY HAVE TO BEADJUSTED TO FIT PLAY EQUIPMENT. REVIEW SLOPE WITHSLIDE MANUFACTURER PRIOR TO CONSTRUCTION.

JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38623
Jesse Sanchez 10/9/25
[CONSTRUCT 4" A.C./12" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST V)□0000 \CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.0120200/0 A(Z00062420200/00700 1I [ ]CONSTRUCT 4" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST% 0 I73\ /IA
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BUILDING OFFICIAL DATE
V
65 SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

GR2023-0042OE
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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80.35 FS

80.10 FS

78.85 FS
134.20FS

88.4 FS

91.75 FS

77.75 FS

83.25 FS

74.23 FS
165.5 FS

76.08 FS

74.55 FS

83.75 FS

85.0 FS
133.40 FS

82.55 FS

75.00FS

77.10 FS

77.65 FS
GUARDRAIL134.20 TW123.08 BTM.

GUARDRAIL90.55 TW83.88 BTM.

GUARDRAIL95.87 TW85.39 BTM.

79.4 TG76.5 INV
8"@22%

82.4 TG79.0 INV12"

88.8 TG85.0 INV

74.25 TG68.0 INV 12"

82.83 TW81.34 BTM.

89.28 TW87.70 BTM.
134.20 TW132.60 BTM.
134.20 TW132.60 BTM.

6.0'

10. 0
'
125.2 TG122.0 INV 12"

10.5'

10.0'

93.33 TW92.37 BTM.133.7 TG128.6 INV

77.5 TG74.5 INV

72.0 TG68.5 INV

91.25 TG88.0 INV
C.O.76.0 INV12"
SEAT WALL PERLANDSCAPEARCH. PLANS
135.80 TG134.0 INV
136.0 TG133.0 INV

75.00 FS

76.0 FS

80.25 FS

80.00 FS

79.00 FS

90.85 FS

90.75 FS
SEE SHEET C-2.01FOR SDPLAN/PROFILE
134.70 FS
134.70 FS
133.50 FS133.21 CONC.
133.50 FS133.08 TG
4 .
8 %
4 .
8 %

4.8 %

4.8%

4. 8
%

4.8%

1.5 %

3. 5
%

4. 8
%

4.8 %

0.8%

4.1 %
15 %
28 32
2 3
3 32
32 1
5 %
4 22B
2 3
12 12
2 2
32 32
3 3
28 2828
12 12
3 3
28 3
3 32
28 3
28 32
12"
1% TYP.
1% TYP.
1%

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1% TY
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1%
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1%
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1% T
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.
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28 28
32 32
32 28
28 76.0 FS

4.8 %

1.5 %

1.8%

1.8%
1 .
8 %

1.8 %

1. 4
%
26 1% TYP.
1 %
1%
2:1 MAX.
2:1 MAX.
2:1
111.8 FS

85.0 FS

74.30 FS

75.58 TG73.0 INV 26

74.68 TG71.9 INV
134.75 FS134.46 CONC.
134.75 FS134.46 CONC.
133.8 TG129.0 INV21
133.9 TG128.5 INV 21
132.4 TG21
4"22A
133.5 TG130.0 INV 21
133.26 FS
133.47 FS
133.45 FS
133.80 FS
136.69 FS
133.80 FS
133.70 FS
134.40 FS
134.25 FS
134.15 FS
134.21 FS

73.35 FL
22A

75.71CONC.
133.8 TG129.5 INV 21

1.6%
133.82FS1%

1.2%
133.75 FS
4"22A
8"@1%22B
133.0 TG130.0 INV21
4"22A133.41 FS
133.53 FS
164.9 FL

89.4 FL
12"22C
8"22B
22A
8"22B
12"22C
8"22B
12"22C
37 8"22B
133.0 TG128.7 INV 21
133.5 TG131.5 INV 21
4"22A
133.7 FG
1%

4.2%
135.46 FS
4"22A
4"22A
138.05 TW136.55 FS
136.13 FS
1%
4"22A
12"22C
8"22B

75.0 TG73.0 INV 21
1%

74.5 TG73.0 INV 21
1%
1%
133.4 TG131.0 INV21
134.00 FS
133.58 FS
133.53 FS
133.78 FS
133.75 FS
133.83 FS
133.80 FS
133.92 FS
HP133.8 FG
136.08 FS
137.85 TW136.35 FS
136.33 FS
136.30 FS
136.38 FS
136.46 FS
136.35 FS
HP136.2 FL
C.O.66.67 INV

75.8 TG73.0 INV

74.03 FS

73.93 FS
H.P.GUARDRAIL90.55 TW85.15 BTM.

73.02 TW71.43 BTM.
4"22A
35 DAYLIGHTIN SLOPE122.0 INV
4"22A
35 36
36 35
35 15%

HMPBOUNDARY
20' OFFSET FROMHMP BOUNDARY
LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY

94.30 TW93.35 BTM.

GUARDRAIL87.37 TW81.98 BTM.

HMPBOUNDARY
20' OFFSET FROMHMP BOUNDARY
LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY

96.4 FL

90.50 TW89.52 BTM.

1. 4
%
32 12"
102.9 FL
4"
118.5 TG116.0 INV 28
107.0 FL
32 12"
116.75 FL
22A 4"
134.5 TG131.0 INV 28
32 12"
32 12"

93.8 TG90.5 INV 28 36
22A4"
35 35
32 12"
32 12"

90.0 TG87.0 INV 28
32 36
HPGUARDRAIL96.84 TW85.73 BTM.

GUARDRAIL90.55 TW82.61 BTM.89.5 FL

89.9 FL

90.1 FL
GUARDRAIL90.35 TW85.79 BTM.
133.80 FL
105.5 FG

95.1 FG
2:1
MAX
.
2:1
MAX
.
2:1
M
A
X
.
2:1
M
A
X
.
2:1 MAX.
2:1MAX.
2:1MAX.
2:1M
A
X
.
2:1M
A
X
.
2 :
1 M
A
X
.
4343
PRECAST CONCRETESTEPS PER LANDSCAPEPLANS-TYP.
32 12"
32 12"

94.5 FL
104.5 FL
104.5 FL
114.5 FL
114.5 FL
124.5 FL
124.5 FL
134.5 FL
144.5 FL
144.5 FL
154.5 FL

79.5 FL

77.2 FL

74.4 FL

76.5 FL
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS

81.95 FL

81.2 FL

79.55 FL

83.15 FL

87.8 FL
19 18
18 18
18 18
18 18
18 18

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

L
I
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E

S
E
E

S
H
E
E
T

C
-
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0 3
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MATCH LINE - SEE SHEET C-1
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MATCH LINE - SEE SHEET C-1.07
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38624
Jesse Sanchez 10/9/25
[W\N
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“s JESSE SANCHEZ1ItyBUILDING OFFICIAL DATE

SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

CHKD BY:RVWD BY:
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61.19 FS
132.50 FS

68.73 FS

91.75 FS

95.8 FS
105.30 FS
108.80 FS

70.89 FS

66.19 FS
100.0 FS
116.40 FS
119.7 FS
126.9 FS
102.25 FS
113.50FS
101.57 FS
102.98 FS

83.0 FS

LIMITS OFGRADING
H.P.GUARDRAIL114.41 TW107.75 BTM.

H.P.GUARDRAIL78.10 TW68.89 BTM.

GUARDRAIL100.32 TW91.11 BTM.

69.81 FS
(59.87±) FSB.O.W.
(80.25±) FSB.O.W.

81.0 FS
GUARDRAIL95.87 TW85.39 BTM.

58.0± TMHEXIST 30" RCP SD*(45.5±) INV46.5 INV 18"47.0 INV 12"47.33 INV 8"/4"

68.25 TG64.0 INV8"
8 .
0 '
12"

89.28 TW87.70 BTM.

56.5 TG52.25 INV IN52.2 INV OUT

54.83 INV

8.0'

59.5 TG56.0 INV

75.5 TG73.5 INV 72.83 INV

14.0'

10.0'

93.33 TW92.37 BTM.

10.0'
101.25 TG98.0 INV 12"
106.7 TG103.5 INV
100.96 TW99.36 BTM.
107.44 TW106.47 BTM.
111.88 TW109.65 BTM.
12"
119.2 TG116.0 INV 12"

62.18 TC61.68 FS
BASIN 'E'54.5 SURFACE52.25 SUBDRAIN OUT52.00 BOT.

BASIN 'F'72.5 SURFACE70.25 SUBDRAIN OUT70.00 BOT.

BASIN 'G'83.0 SURFACE80.75 SUBDRAIN OUT80.50 BOT.

84.0 TG80.75 INV IN80.7 INV OUT
GUARDRAIL86.53 TW79.86 BTM.

74.00 TG70.25 INV IN70.2 INV OUT

74.8 FG

57.4 FG

57.19 TW55.58 BTM.

57.19 TW51.79 BTM.

C.O.55.3 INV12"

62.5 TG58.7 INV 8"
8"

69.84 TW68.26 BTM.

72.0 TG68.5 INV
4"
C.O.62.0 INV12"

91.25 TG88.0 INV

57.82 TW55.58 BTM.

SEAT WALL PERLANDSCAPEARCH. PLANS

73.85 FS

62.94 FS

90.85 FS

90.75 FS
116.50 FS
(62.67)B.O.W.
(65.95)B.O.W.
(69.34)B.O.W.
(72.53)B.O.W.
(75.92)B.O.W.
(79.30)B.O.W.
(82.37)B.O.W.

54.83 INV
GUARDRAIL58.46 TW51.79 BTM.

74.8 FG

72.83 INV

87.0 SURFACE84.75 SUBDRAIN OUT84.50 BOT.89.07 TW84.32 BTM.

85.89 TW84.29 BTM.

STORM DRAIN LINE 'A'SEE SHEET C-2.01FOR SD PLAN/PROFILE 132.90 FS

4.9%

3.3%

4.8%

2.9 %

3.3 %
4 .
8 %

4.8 %

4.8%

4.8 %
4 .
8 %
10%

6. 7
%

8. 3
%
28 2
4 6
2 7
1 69
2 22C
25 32
24 23
23 23A
23 23
3 28
28 25
23 32
3 3 3
32 32
32 32
28 28
3 3
3 22C
24 3
3 32
25 24
32 12"
32 12"
32 12"
32 12"
1% TYP.
1% TYP
.
1% TYP.
1%

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1%

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1% TY
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28 22B
28 22A
28 32
32 12
12 1.8
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1.8%

1.8 %1%
2 :
1 23
23 37
2:1 MAX.
2:1
2:1 MAX.
2:1
2:1 MAX.
2:1 M
A
X
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63.5 TG60.0 INV21
8"@12.4%22B5.6
%

61.65 FS
(61.82±)B.O.W.1%

60.03 FS

1.8%
111.8 FS

85.0 FS
1% TY
P
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1.8%

69.63 FS

67.85 FL
2 62.54 FS

62.79 TC62.29 FS

1.8%4.1%

63.18FS

63.10 FS
2:
1 65.88 TG63.5 INV 26

66.88 TG62.0 INV26

66.88 TG62.0 INV 26

65.88 TG63.5 INV 26

65.88 TG63.1 INV 26

65.88 TG62.5 INV26

65.88 TG62.1 INV26

65.88 TG61.4 INV26

65.88 TG62.9 INV 26

65.88 TG63.5 INV 26

65.88 TG63.5 INV26

65.88 TG62.9 INV 26

65.88 TG57.9 INV12"
26 65.88 TG62.7 INV 26

65.88 TG58.6 INV12"
26 4.8
%
1%

65.9 TG63.8 INV 21

65.9 TG63.5 INV 21

65.9 TG63.8 INV21

65.9 TG63.5 INV 21

64.5 TG57.7 INV12"
21 62.8 TG59.3 INV21

65.88 TG61.0 INV 12"26

66.30 FS

66.30 FS66.01CONC.

66.38 FS

66.30 FS66.01CONC.

66.30 FS

66.30 FS66.01CONC.

66.30 FS66.01CONC.66.30 FS66.01CONC.

66.30 FS66.01CONC.

67.30 FS

67.30 F
S

68.30 FS

69.3 0

F
S

70.30 FS

67. 3
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S

67.3 0

F
S
6 7
.
3 0

F
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68. 3
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70.30 FS70.01CONC.

69.01CONC.69.30 FS69.01CONC.

CONC.
132.66 FS
132.51 FS
132.4 TG130.0 INV21
32 32

73.35 FL
22A
12"22C
22A

64.30 FS
22A
12"22C
22A
22A
22A
22A
22A
22A
22A
22A
22A
39 39
39 4"22A

80.75 FL
12"22C
12"22C
104.75 FL
115.9 FL

99.5 FL

89.4 FL
8"22B
8"22B
8"22B
C.O.70.25 INV 37
C.O.70.25 INV37

74.8 FG
4"22A
8"22B
12"22C
C.O.52.25 INV 37
C.O.52.25 INV 37
12"22C
12"22C
8"22B
8"22B
4"22C
101.72 FS
101.62 FS
101.47 FS
3 .
8 %
1%
1%
1%
1 %
1 %
102.0 TG99.9 INV 21
4"22A
102.7 FG
102.80 FS
102.75 FS
102.80 FS
102.80 FS
102.80 FS
105.90 FS
105.95 FS
1%
PROP. DR
I
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W
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AND STREE
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9 9
CB #4L=11'55.3 INV IN55.0 INV OUT
3015

57.09 TC56.42 FL

57.62 TC56.95 FL
1 .
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37 62.30 FS

61.45 TC60.95 FL

60.93 TC60.43 FL 4.8%
0" CF60.69 FL
8 13
8"22B
TYPE A
1%
1%
1%

60.68 FL FS/LIP

61.06FS

61.28 FS
2:1102.88 FS
102.88 FS
102.88 FS
106.00 FS
GUARDRAIL88.44 TW79.86 BTM.

57.16FS
103.0 FG
107.60 TW106.10 FS
HP107.8 TW106.30 FS
106.14 FS
106.06 FS
107.60 TW106.10 FS
106.05 FS
106.00 FS
HP106.2 FL
105.0 TG102.0 INV 28
4"22A
105.75 FS
105.9 FL

1.8%
105.59 FS
105.49 FS
105.59 FS
105.69 FS

56.55 TC56.05 FL56.21 FS
1%
103.5 FG
HP57.0FL
HP58.4 FL
4"56.5 TG54.7 INV
22A 20

56.5 TG55.0 INV 20
4"22
40 40
40 107.0 TG103.6 INV 28
4"22A
4"22A
36 35

57.19 TW51.79 BTM.
35 73.02 TW71.43 BTM.
35 36
DAYLIGHTIN SLOPE88.0 INV
4"22A
35 36
35 4"22A
C.O.-G.B.101.0 INV12"
37 111.0 TG107.0 INV 28
36 35
35 4"22A

85.26 TW83.75 BTM.
353536
36 GUARDRAIL85.89 TW79.86 BTM.

SIDEWALK10
GUARDRAIL75.56 TW69.53 BTM.

77.5 FL

57.82 TW51.79 BTM.
114.0 FL

90.35 TW84.32 BTM.

57.4 FG
132.1FG
2:1M
A
X
.
2:1M
A
X
.
2:1 MAX.
2:1MAX.
2:1MAX.
2:1
M
A
X
.
3'
43 78.5 FL
R/W
R/W
R/W
PRECAST CONCRETESTEPS PER LANDSCAPEPLANS-TYP.

94.5 FL

64.5 FL

74.5 FL

84.5 FL

94.5 FL
2 :
1 M
A
X
.
44 TYP.
44 TYP.
2 '
C.O.-G.B.55.35 INV37
C.O.-G.B.55.35 INV37
C.O.-G.B.55.35 INV 37
C.O.-G.B.73.35 INV 37

70.3 FL

65.6 FL

74.5 FL
101.65 FL
112.9 FL

SIGHTDISTANCETRIANGLE

SIGHTDISTANCETRIANGLE
110.35 FL
18 18
18 18
18 18
18 18
18 1818
18 39

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

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S
E
E

S
H
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E
T

C
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L
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S
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MA
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B

SECTION B-B

NOT TO SCALE
PROP. 2:1MAX. SLOPE
PROP.CONC.WALK PROP.BROWDITCH
PROP. GUARDRAIL WHENTOP OF WALL TO BOTTOMOF WALL IS OVER 2.5-FEET- SEE LANDSCAPE PLANSDETAIL 6, SHEET L-2.05 PROP. 2:1MAX. SLOPE
PROP. GUARDRAILWHEN TOP OF WALLTO BOTTOM OF WALLIS OVER 2.5-FEET 1%
C C
D D

SECTION C-C

NOT TO SCALE
PROP. 2:1MAX. SLOPE
PROP. 2:1MAX. SLOPE

SECTION D-D
PROP. 2:1MAX. SLOPE
PROP. 2:1MAX. SLOPE
PROP.PAVERSURFACE
PROP. CONC. SEAT WALL- SEE LANDSCAPE PLANSDETAIL 6, SHEET L-2.02 NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

GRADEBREAK

GRADEDSWALE

PRECISE GRADING PLAN
1%
PROP. 5" D.G./3" A.B. WALK
PROP. BROW DITCH
PROP. MOW CURB -SEE LANDSCAPEPLANS
10'
2'
1%
PROP. 5" D.G./3" A.B. WALK
PROP. BROW DITCH
PROP. MOW CURB -SEE LANDSCAPEPLANS
10'

TW PER PLAN
BTM. PER PLAN
PROP. BROWDITCH

TW PER PLAN
BTM. PER PLAN
1%
PROP. 5" D.G./3" A.B. WALK
PROP. BROW DITCH
10'

2.5 TW PER PLAN
PROP. BROW DITCH
3 32
3 12
PROP. ALLAN BLOCKRETAINING WALL - J-SEE SHEET 49
PROP. SUBDRAIN 35
3 3
32 32
PROP. ALLAN BLOCK RETAINING WALL - I-SEE SHEET 49
PROP. ALLAN BLOCKRETAINING WALL - H-SEE SHEET 49
PROP. GUARDRAIL WHEN TOP OF WALL TOBOTTOM OF WALL IS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL 6, SHEET L-2.05 32 32
3 2
PROP. SUBDRAIN 35
PROP. SUBDRAIN35
3'3'
3'
3'3'
3'

92.3± FG
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132.50 FS
134.20FS
137.15 FS
108.80 FS
165.5 FS
139.72 FS
151.95 FS
156.4 FS
159.05 FS
161.0 FS
172.0 FS
177.25 FS
182.5 FS
200.2 FS
201.4 FS
204.25 FS
205.3 FS
186.7 FS
133.40 FS
126.9 FS
113.50
H.P.GUARDRAIL114.41 TW107.75 BTM.
134.20 TW132.60 BTM.

6.0'
106.7 TG103.5 INV
111.88 TW109.65 BTM.
12"
4"
8"
8"
126.4 TG123.0 INV
133.7 TG128.6 INV
136.5 TG133.0 INV
160.0 TG157.0 INV
171.5 TG168.0 INV

10.0'

10.0'
8"
180.3 TG177.0 INV
202.0 TG199.0 INV
205.5 TG202.0 INV
152.3 TG149.0 INV
135.80 TG134.0 INV
148.8 FS
170.0 FS
192.0 FS
132.90 FS132.48 TG130.0 INV
C.O.129.6 INV
132.80 FS132.38 TG127.0 INV 12"
137.00 FS
137.80 FS
138.05 FS
134.05 FS133.76CONC.
133.50 FS133.21CONC.
134.05 FS133.76CONC.
136.82 FS
136.80 FS
136.50 FS134.05 FS133.76CONC.
134.70 FS
134.70 FS
133.50 FS133.21 CONC.
132.90 FS
133.50 FS133.08 TG128.0 INV
133.00 FS132.71CONC.
133.40 FS133.11CONC.
4 .
8 %

1.5 %
4%

3.6 %

4. 8
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4.8 %

2.4 %

4.3 %

2.5 %

4. 8
%

4.8 %

0.8%
4 4
12 12
3 3
3 32
28 3
3 3
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22A
22B
22B
28 28
28 28
28 3
32 32
32 32
32 32
32 32
32 32
3 3
3 3 3
3 22B
28 28
32 12"
32 12"
1% T
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1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1%
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1% TYP
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1% TYP.
1% TYP.
1% TYP.
1% TYP.
20 28
32 28

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1.8 %

1.8 %
26 37
26 26
1%
1% TYP.
1%
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1%
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1 %
1%
4 2:1 MAX.
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2:1
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2:1 MAX.
12"22C
134.75 FS134.46 CONC.
134.75 FS134.46 CONC.
4"22A
133.8 TG129.0 INV21
133.9 TG128.5 INV 21
8"@1%22B
4"22A
4"22A
8"22B
4%
136.98 FS136.69CONC.
136.76 FS136.47CONC.
136.4 TG134.0 INV 21
133.8 TG131.3 INV 21
132.66 FS
132.51 FS
132.4 TG130.0 INV21
4"22A
4"22A
133.5 TG130.0 INV 21
133.4 TG131.0 INV 21
133.0 TG130.15 INV 21
133.0 TG131.0 INV 21
133.26 FS
133.47 FS
133.45 FS
133.80 FS
136.69 FS
133.80 FS
133.44 FS
133.70 FS
134.40 FS
134.25 FS
134.15 FS
133.95 FS
134.21 FS
134.09 FS133.86 FS
133.58 FS
133.61 FS
133.39 FS
133.47 FS
133.30 FS
133.85 FS133.56CONC.
133.69 FS133.40CONC.
133.87 FS
133.15 FS
134.27 FS133.98CONC.
8"@4%22B
133.8 TG129.5 INV 21

1.6%
133.82FS1%

1.2%
133.75 FS

1.6%
1 %
133.30 FS133.01CONC.133.00 FS132.71CONC.

1.3%

1.9 %
1 %4.8%
4"22A
134.43 FS134.14CONC.

1.8%

1.1%
8"@1%22B
133.0 TG130.0 INV21
4"22A

1.6 %
133.41 FS
133.53 FS
4"22A
8"22B
8"22B
4"22A
4"22A
132.0 FL
136.1 FL
157.8 FL
164.9 FL
179.0 FL
180.2 FS
8"22B
133.0 TG128.7 INV 21
1%

4.2 %
135.46 FS
4"22A
136.13 FS
1%
1%
137.80 FS
130.5 FG
133.4 TG131.0 INV21 133.58 FS
133.53 FS
133.78 FS
133.75 FS
133.83 FS
136.08 FS
137.85 TW136.35 FS
28 111.0 TG107.0 INV 28
36 35
35 114.0 FL
134.05 FL
133.80 FL
132.1FG
163.1FG
185.1FG

2.50'
TYP.
2:1MAX.
2:1MAX.
2:1MA
X
.
2:1MAX.
2:1MAX.
2:1MAX.

PRECAST CONCRETESTEPS PER LANDSCAPE
PRECAST CONCRETESTEPS PER LANDSCAPEPLANS-TYP.
124.5 FL
174.5 FL
184.5 FL
199.6 FL
204.7 FL
112.9 FL
139.1 FL
186.1 FL
18 18

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

L
I
N
E

S
E
E

S
H
E
E
T

C
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1 .
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MATCH LINE - SEE SHEET C-1.09
MA
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S
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S
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S
H
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C
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MATCH LINE - SEE SHEET C-1.10
MATCH LINE - SEE SHEET C-1.05
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
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38626
Jesse Sanchez 10/9/25
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204.25 FS
205.3 FS
206.5 FS
207.4 FS
206.5 FG
211.8 FS
213.0 FS
214.0 FS
215.5 FS

HMPBOUNDARY
10 .
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158.4 TG155.0 INV
10 .
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10.0'
190.0 TG187.0 INV
8"
171.5 TG168.0 INV
207.5 TG204.0 INV
205.5 TG202.0 INV
207.25 FG

4.8 %

2.5 %
2 %

4. 8
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4.8 %

1. 9
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32 32
32 32
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1% TYP.
1% TYP.
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207.3 FL
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8"22B
8"22B
8"22B
8"22B
15%

4.2%

HMPBOUNDARY
20' OFFSET FROMHMP BOUNDARY
LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY 15%
158.5 FS

HMPBOUNDARY
20' OFFSET FROMHMP BOUNDARY
LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY 32 12"
158.4 FL
32 185.1FG

2.50'
TYP.
206.0 FG
206.5 FG
221.0 FG
217.5 FG
2:1MAX.
2:
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144.5 FL
144.5 FL
154.5 FL
154.5 FL
164.5 FL
174.5 FL
184.5 FL
174.5 FL
204.7 FL
206.8 FL
209.5 FL
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
214.9 FL
213.4 FL
212.4 FL
211.2 FL

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
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NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

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10'
151.95 FS
147.5 FS
145.95 FS
116.40 FS
119.7 FS
109.0 FS
109.5 FS
145.06 FS
126.61 FS
134.25 FS
135.3 FS
140.0 FS
141.9 FS
143.75 FS

LIMITS OFGRADING
GUARDRAIL123.78 TW116.48 BTM.
120.60 TW118.37 BTM.

H.P.GUARDRAIL124.67 TW116.10 BTM.
102.0 TG98.0 INV 12"

14.0 '
12"
119.2 TG116.0 INV 12"
145.8 TG143.0 INV

87.33 INV

10.0 '
10 .
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111.8 TG103.0 INV8"
109.0 TG104.5 INV
134.8 TG131.0 INV
140.5 TG137.0 INV
123.0 TG112.0 INV
112.60 TW110.38 BTM.
110.00 TW108.47 BTM.
116.41 TW109.12 BTM.
122.77 TW121.82 BTM.
163.5 TG158.0 INV
4"
4"
164.61 TW162.38 BTM.
162.08 TW159.83 BTM.

BASIN 'G'83.0 SURFACE80.75 SUBDRAIN OUT80.50 BOT.

84.0 TG80.75 INV IN80.7 INV OUT
GUARDRAIL90.98 TW84.32 BTM.

GUARDRAIL90.34 TW84.32 BTM.

GUARDRAIL86.53 TW79.86 BTM.

C.O.140.0 INV
GUARDRAIL123.78 TW117.11 BTM.
123.78 TW122.81 BTM.
116.50 FS
121.50 TW119.91 BTM.
146.3 FS
(82.37)B.O.W.
(85.98)B.O.W.
(86.67)B.O.W.
(91.77)B.O.W.
(94.70)B.O.W.
(97.24)B.O.W.
(99.38)B.O.W.
(100.98)B.O.W.
(102.18)B.O.W.
(102.91)B.O.W.
(103.27)

87.0 SURFACE84.75 SUBDRAIN OUT84.50 BOT.

WEIR88.0 FS
GUARDRAIL90.98 TW84.32 BTM.

89.07 TW84.32 BTM.

86.53 TW84.92 BTM.

89.07 TW84.32 BTM.

86.5 FG

85.89 TW84.29 BTM.

4.8%

4.5%10
%

1.5 %

4.8 %

0.6 %
10%

4.5%

4.6%
10%
28 32
32 22C
28 28
3 32
24 23A
3 3
32 3
3 3
3 32
32 32
32 28
28 28
28 22A
3 25
32 12"
32 12"
1%
T
Y
P
.
1% TYP
.
1% TYP
.
1%
T
Y
P
.
1% T
Y
P
.
1%

T
Y
P
.

1.8 %

1. 8
%

1.8%
1%
27 2:1 MA
X
.
2:1 M
A
X
.
2:1 MAX.
2:1
1%
121.7 FL
123.61 FS
123.53 FS
123.50 FS123.75 FS
22A
8"22B
8"22B
139.5 FL
8"22B
8"22B
8"22B
133.75 FL
8"22B
8"22B
4"22A
12"22C
12"22C12"22C
C.O.84.75 INV 37

80.75 FL

84.75 FL
115.9 FL
144.9 FL
8"22B
GUARDRAIL88.44 TW79.86 BTM.

GUARDRAIL87.80 TW79.86 BTM.
4 .
6 %
125.12 FS

1.5 %

8.5 %
C.O.-G.B.110.0 INV 37
4"22C
121.0 TG112.0 INV 28
H.P.166.51 TW159.21 BTM.
37 HP90.3 FL
HP90.3 FL

90.0 TG88.0 INV 20
4"22
40 4"22A
4"22A

85.26 TW83.75 BTM.
35 35
35 36
36 GUARDRAIL85.89 TW79.86 BTM.
35 35
36 36
35 36
DAYLIGHTIN SLOPE116.0 INV 4"22A

SIDEWALK
10'
146.40 FS
124.67 TW116.10 BTM.
124.03 TW114.82 BTM.
124.1 FL
115.78 TW110.38 BTM.
120.87 TW116.73 BTM.
118.96 TW115.47 BTM.
111.33 TW107.84 BTM.

90.35 TW84.32 BTM.

GUARDRAIL89.71 TW84.32 BTM.
36 166.51 TW158.57 BTM.
115.78 TW108.48 BTM.
117.05 TW111.02 BTM.

78.5 FL
R/W
R/W
R/W
144.5 FL
141.3 FL
1% T
Y
P
.
1% T
Y
P
.
129.5 FL
126.0 FL

84.5 FL

94.5 FL
104.5 FL44
TYP.

C.O.-G.B.87.25 INV 37
143.15 FL
124.5 FL
1818
18 18
18 18

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
1 0
FA
R
A
D
A
Y

A
V
E
.

MATCH LINE - SEE SHEET C-1.06 MATCH LINE - SEE SHEET C-1.07 MA
T
C
H

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
1 3
E
E

SECTION E-E

NOT TO SCALE
PROP. 2:1MAX. SLOPE
PROP. 2:1MAX. SLOPE
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
PROP. 2:1MAX. SLOPE
1%
PROP. 5" D.G./3" A.B. WALK
PROP. BROW DITCH
10'PROP. GUARDRAIL WHEN TOPOF WALL TO BOTTOM OF WALLIS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL6, SHEET L-2.05 TW PER PLAN PROP. BROW DITCH
BTM. PER PLAN
PROP. GUARDRAIL WHEN TOPOF WALL TO BOTTOM OF WALLIS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL6, SHEET L-2.05 TW PER PLAN PROP. BROW DITCH
BTM. PER PLAN
1%
PROP. 5" D.G./3" A.B. WALK
14'

2.5'

2.5'
3 32
32 32
3 PROP. ALLAN BLOCKRETAINING WALL - L1-SEE SHEET 50 AND 51 PROP. SUBDRAIN 35
PROP. SUBDRAIN 35
PROP. ALLAN BLOCKRETAINING WALL - L2-SEE SHEET 51
PROP. BROW DITCH32
1%
1:1 INFLUENCE LINE
115.9± FL
116.2± FG
14 .
5 '
±

M
A
X
.

JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38628
Jesse Sanchez 10/9/25
[CONSTRUCT 4" A.C./12" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TESTr°UJy.8Ws k1+ f / c ++/CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.011 ■
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137.15 FS
208.0 FS
207.0 FS
201.0 FS
151.95 FS
156.4 FS
159.05 FS
161.0 FS
177.25 FS
182.5 FS
200.2 FS
201.4 FS
186.7 FS
190.9 FS 196.1 FS
190.4 FS
185.5 FS
186.0 FS
206.5 FS
206.5 FS
206.0 FS
206.0 FS
140.0 FS
GUARDRAIL189.14 TW182.48 BTM.

H.P.GUARDRAIL168.89 TW164.76 BTM.

HMPBOUNDARY
8"
136.5 TG133.0 INV
160.0 TG157.0 INV

10.0'

10.0'
140.5 TG137.0 INV
160.75 TG157.0 INV
165.5 TG162.0 INV
165.5 TG161.0 INV
163.5 TG158.0 INV
4"
4"
4"
8"
195.6 TG192.0 INV
180.3 TG177.0 INV
202.0 TG199.0 INV
207.5 TG204.0 INV

10.0'

10.0'
166.35 TW165.39 BTM.164.61 TW162.38 BTM.
166.35 TW164.76 BTM.
162.08 TW159.83 BTM.

10.0'

8.0'
190.41 TW188.19 BTM.
181.52 TW179.30 BTM.
152.3 TG149.0 INV
C.O.140.0 INV
148.8 FS
170.0 FS
192.0 FS
136.50 FS

4.8 %

2.4 %

4.3 %

3.1%
10 %
10 %

4.5 %
10%
10%

4.8%

1.8 %

1.8 %
22B
28 28
32 32
32 32
3 3 3
3 28
28 28
28 28
22A
22A
22B
28 28
28 28
32 3
3 3
3 3
1% TY
P
.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1%
T
Y
P
.
28 32
12"

1. 8
%

1.8 %

1. 8
%

1.8 %

1.8 %
1%
2:1
2:1 MAX
.
2:1
M
A
X
.
136.4 TG134.0 INV 21
8"22B
8"22B
22A
8"22B
8"22B
136.1 FL
157.8 FL
179.0 FL
180.2 FS
190.2 FL
207.3 FL
22B
GRADEDSWALE-TYP.
194.4 FL
190.1 TG188.0 INV 21
4"22A
185.7 FL
H.P.166.51 TW159.21 BTM.
37 32
12"
35 36
36 35
168.2 FL
166.51 TW158.57 BTM.
163.1FG

2.50'
TYP.
221.0 FG
C.O.-G.B.185.0 INV 37
2:1
MAX
.
2:
1 MA
X
.
2:1MAX.
2:1MAX.
2:1MAX.
2:1MAX.
20' OFFSET FROMHMP BOUNDARY

LIMITS OFGRADING ANDORANGE FENCE
PRECAST CONCRETESTEPS PER LANDSCAPEPLANS-TYP.
144.5 FL
184.5 FL
199.6 FL
141.3 FL
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
186.1 FL
18 18

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
1 2
MATCH LINE - SEE SHEET C-1.11MATCH LINE - SEE SH
E
E
T

C
-
1 .
0 8
MA
T
C
H

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
0 7
MA
T
C
H

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
0 9
F
F

SECTION F-F

NOT TO SCALE
2%
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
PROP. 2:1MAX. SLOPE
PROP. BROW DITCH
BTM. PER PLAN
32 PROP. SUBDRAIN 35
PROP. ALLAN BLOCKRETAINING WALL - M2-SEE SHEET 52
1:1 INFLUENCE LINE
PROP. 2:1MAX. SLOPE
1%
PROP. 5" D.G./3" A.B. WALK
10'
3 PROP. 2:1MAX. SLOPE
PROP. SUBDRAIN 35
BTM. PER PLAN

4.4'±

TW PER PLAN

TW PERPLAN
PROP. GUARDRAIL WHEN TOPOF WALL TO BOTTOM OF WALLIS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL6, SHEET L-2.05 PROP. ALLAN BLOCKRETAINING WALL - M1-SEE SHEET 52
164.0± FG
166.3± FG
JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38629
Jesse Sanchez 10/9/25
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208.0 FS
(220.0±) FS
211.8 FS
213.0 FS
214.0 FS
215.5 FS 218.0 FS
218.9 FS
217.40 FS

10.0'
10 .
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190.0 TG187.0 INV
207.5 TG204.0 INV
207.25 FG

10.5'

4.8 %

1. 9
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2.3%
15 .
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15 .
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2.2%

3.1%

8.5%

7.6%11%
3 32
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12 3
3 3
3 32
32 28
3 3
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1%

T
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1% TYP.
1% TYP.

1.8 %
215.7 FL
217.4 FL
1%
1%
1%
216.89 FS
217.00 FS
217.50 FS
218.20 FS
218.30 FS
8"22B
8"22B
HMP BOUNDARY- RECORDEDCOVENANTINST. 2019-0151961
HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961
20' OFFSET FROMHMP BOUNDARY
HMP BOUNDARY- RECORDEDCOVENANTINST. 2019-0151961
20' OFFSET FROMHMP BOUNDARY
EXIST. TRAIL
EXIST. TRAIL8.2
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10%
HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961
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LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY 5' OFFSET FROMHMP BOUNDARY- TRAIL ALLOWEDWITHIN FIRST 15'OF DEVELOPMENTSIDE HP247.40 FS

HMPBOUNDARY
20' OFFSET FROMHMP BOUNDARY
LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY 4"22A
4"22A32

8.2%11%

10. 5
'
217.0 TG214.0 INV28
1%

5.5 %
217.5 FG
2:1MAX.
2:1
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2:1MAX.
2 :
1 M
A
X
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2:1
MA
X
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2:
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X
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2:
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2:
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184.5 FL
194.5 FL
204.5 FL
214.5 FL
209.5 FL
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
218.3 FL
214.9 FL
213.4 FL
212.4 FL
211.2 FL
212.0 FS

2. 9
%
218.0 FS

5. 5
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GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
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L
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S
E
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S
H
E
E
T

C
-
1 .
0 8
MA
T
C
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L
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S
E
E

S
H
E
E
T

C
-
1 .
0 8
MATCH LINE - SEE SHEET C-1.10 MATCH LINE - SEE SHEET C-1.12 NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
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Jesse Sanchez 10/9/25
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BOUNDARY

HMPBOUNDARY
3 3

HMPBOUNDARY
EXIST. TRAIL
20' OFFSET FROMHMP BOUNDARY
EXIST. TRAIL
EXIST. TRAIL
20' OFFSET FROMHMP BOUNDARY
HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961
20' OFFSET FROMHMP BOUNDARY
EXIST. TRAIL
HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961
HMP BOUNDARY- RECORDED COVENANTINST. 2019-0151961
5' OFFSET FROMHMP BOUNDARY- TRAIL ALLOWEDWITHIN FIRST 15'OF DEVELOPMENTSIDE 5' OFFSET FROM HMP BOUNDARY- TRAIL ALLOWED WITHIN FIRST 15'OF DEVELOPMENT SIDE 2:1MAX.
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MAX.
20' OFFSET FROMHMP BOUNDARY
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCE
212.0 FS
2%

14.7 %
1 1
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GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
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CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

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165.8 FS
161.1 FS
160.75 FS
157.95 FS
151.1 FS
148.1 FS
146.6 FS
144.8 FS
138.0 FS
134.2 FS
114.28 FS
185.5 FS
132.6 FS
167.0 FS
171.5 FS
172.2 FS
176.5 FS
181.6 FS
114.37 FS
126.61 FS
140.0 FS

LIMITS OFGRADING ANDORANGE FENCE
H.P.GUARDRAIL117.92 TW108.71 BTM.

H.PGUARDRAIL121.85 TW117.73 BTM.

GUARDRAIL123.78 TW116.48 BTM.

GUARDRAIL155.79 TW148.49 BTM.

HMPBOUNDARY

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LIMITS OF GRADINGAND ORANGE FENCE

LIMITS OFGRADING
114.13 RIM113.0 FL105.3 INV
102.25± TMHEXIST 18" RCP SD*(94.05±) INV94.15 INV 18"
123.0 TG112.0 INV
122.77 TW121.82 BTM.
160.75 TG157.0 INV
4"
166.35 TW164.76 BTM.
162.08 TW159.83 BTM.

14.0 '

8.0 '

8.0'
117.83 TW116.88 BTM.
116.78 TW115.18 BTM.
113.47 TW111.25 BTM.
153.88 TW152.29 BTM.
119.5 TG117.0 INV
115.5 TG113.0 INV
110.6 TG107.0 INV
110.93 TW109.98 BTM.
112.5 TG108.0 INV
8"
4"
181.52 TW179.30 BTM.
18"@26%
121.22 TW119.63 BTM.

C.O.140.0 INV
110.21 TW
GUARDRAIL123.78 TW117.11 BTM.
123.78 TW122.81 BTM.
143.0 TG138.0 INV
144.06 TW142.47 BTM.
145.33 TW144.37 BTM.
(103.27)B.O.W.
(103.29)B.O.W.
(103.00)B.O.W.
(102.55)B.O.W.
(102.06)B.O.W.
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10%
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28 28
28 28
32 32
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134.24 TW128.84 BTM.
8"22B
110.1± INV 8" SD106.2± TOP 18" SD
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1%
121.7 FL
123.61 FS
123.53 FS 123.36 FS
123.50 FS123.75 FS
122.85 FL
8"22B
139.5 FL
GRADEDSWALE-TYP.

GRADEDSWALE-TYP.SEE SHEETC-0.08
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4"22A
4"22A
8"22B
8"22B
8"22B
8"22B
8"22B
8"22B
8"22B
8"22B
185.2 TG183.0 INV 21
181.3 FL
171.9 FL
166.7 FL
160.8 FL
157.6 FL
144.5 FL
133.9 FL
127.7 FL
123.5 FL
176.2 TG174.0 INV8"
21169.7 TG167.0 INV 21
165.5 TG163.0 INV 21
159.7 TG157.0 INV21
150.8 TG148.0 INV 21
137.7 TG135.0 INV 21
132.3 TG130.0 INV21
121.2 TG119.0 INV 21 21
29 38
125.12 FS

1.5 %
C.O.-G.B.110.0 INV 37
4"22C
121.0 TG112.0 INV 28
37 4"22A
180.5 TG178.0 INV 28
158.33 TW157.36 BTM.
145.33 TW141.84 BTM.132.97 TW130.74 BTM.
133.61 TW132.01 BTM.

H.P.112.20 TW108.71 BTM.
41 36
35 36
DAYLIGHTIN SLOPE116.0 INV 4"22A
35 35
DAYLIGHTIN SLOPE103.0 INV
4"22A
36 110.1 TG108.0 INV 28
35 36
35 36
35 36
DAYLIGHTIN SLOPE147.0± INV
4"22A
36 35
4"22A
35 36
121.4 FL
GUARDRAIL120.58 TW115.19 BTM.

GUARDRAIL114.65 TW107.35 BTM.
117.2 FL
2:1
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148.5 FG
20' OFFSET FROMHMP BOUNDARY
20' OFFSET FROMHMP BOUNDARY
R/W
R/W
126.0 FL
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
32 32
JOIN*(114.0±) FL
JOIN*(113.2±) FL
ELEC. LINE10
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119.4 TG117.5 INV28
4"22C
18 18
18 18
18 18
18 GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
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CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
2%
PROP. 2:1MAX. SLOPE PROP. 2:1MAX. SLOPE
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106.35 FS
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110.9 TG108.0 INV
109.3 TG107.1 INV
112.0 TG107.5 INV
111.36 FS
111.11 FS
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110.35 FS
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111.80 FS
111.70 FS
111.80 FS
111.85 FS
111.95 FS
112.05 FS
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109.50 FS
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HMPBOUNDARY
20' OFFSET FROMHMP BOUNDARY
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114.5 FL

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1.7%
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HMPBOUNDARY

LIMITS OF GRADINGAND ORANGE FENCE
20' OFFSET FROMHMP BOUNDARY
108.0 FS
110.35 FL
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
31 31 109.65 FL
111.2 FL
111.25 FL

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121.5 FS
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100.35 TC99.85 FS
101.84 TC101.34 FS
102.73 TC102.23 FS
104.00 TC103.50 FS
104.75 TC104.25 FS
105.70 TC105.20 FS
105.51 TC105.01 FS
106.10 TC105.60 FS
105.85 TC105.35 FS 106.03 TC105.53 FS
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105.97 TC104.47 FS
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102.40 TC101.90 FS
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99.81 TC99.31 FS
106.30FS

99.43 TC98.93 FL
BASIN 'H'81.0 SURFACE78.75 SUBDRAIN OUT78.50 BOT.

GUARDRAIL85.09 TW77.79 BTM.

GUARDRAIL85.09 TW
110.21 TW108.61 BTM.

C.O.102.0 INV
106.61 FS

81.33 INV

84.3 TG82.0 INV
106.40 FS
106.35 FS

78.33 INV
(101.53)B.O.W.
(101.07)B.O.W.
(100.66)B.O.W.
(100.17)B.O.W.
(98.10)B.O.W.
(97.49)B.O.W.
107.05 FS106.63 TG102.45 INV
107.05 FS106.63 TG103.15 INV
107.20 FS106.91CONC.
107.38 FS107.09CONC.
107.2 TG104.5 INV
106.5 TG104.3 INV
107.11 FS
107.05 FS106.80 FS
106.48FS
106.48FS
4 .
8 %

6.2%

2.3%

7.5%

2.4%
4%

2.2%
12 %
12%

3.5%
10 %
1 0
%
4 1
1 1
28 32
22A

4. 8
%
3 3
3 3
22C
28 2
2 6
6 6
6 6
6 6
6 5
5 5
5 12
12 2
2 2
9 9
9 2
2 3
3 22C
3 2
22C
3 32
32 3
28 24
23A
23A
23A

3.7%
25 32
12"
1%

T
Y
P
.
1%

T
Y
P
.
32 23
28 23
26 26
1%
21 21
1%
TY
P
.

4.8%
3 .
2 %

4.2%
2:1
2:1
M
A
X
.
2 :
1 2:1
PROP. BLDG.106.50 FF**106.08 PAD
107.92FS
102.19FS
13TYP.
13TYP.
2:
1 106.45 FS
106.45 FS
106.45 FS 106.45 FS
106.0 TG104.5 INV 21
105.8 TG103.8 INV21

1.5%

1.5%
LP106.10 FS
105.9 TG103.5 INV211%

1.5 %
14 106.51 FS
106.99 FS
106.89 FS

4.8%
1%
14 105.96 TC105.46 FS
106.05 TC105.55 FS
105.42 TC104.92 FS
105.45 TC104.95 FS
106.25 FS
106.20 TC105.70 FS

1.8%

1.8 %
1%

1.9%

1.8%105.91 FS
105.83 FS
105.98 FS
105.56 FS
105.59 FS
104.77 TC104.27 FS
104.84 TC104.34 FS105.11 FS
105.04 FS
104.46 FS
104.46 FS
104.54 FS
104.62 FS
103.87 FS
103.77FS
103.50 TC103.00 FS
103.60 TC103.10 FS
104.27 TC103.77 FS
104.06 TC103.56 FS
103.36 FL
104.14 TC103.64 FS

1. 3
%

1.8%

1.5 %
1 .
8 %

4.8 %
1%

4.8 %

3.1%

4.6%

1.8%

4.8%

1.8%
1 .
8 %
1 .
8 %
1 .
8 %
1 .
8 %

1. 8
%

1. 8
%
103.45 FL
103.92 TC103.25 FL103.89 TC103.22 FL
CB #697.00 INV OUT97.30 INV IN
3015
102.61FL
104.10 FL
4%

1. 5
%1%
1 .
5 %

3.1%
2 %

3.4%3.4%1
.
5 %
1 %

4.6%
2 .
6 %

3.5%
4 %

3. 5
%
3%
1%

3.7%
1 .
5 %
102.19 TC101.69 FS
101.89 TC101.39 FS
102.10 TC101.60 FS

99.65 TC99.15 FL
100.08 FS

99.18 TC98.68 FL98.84 FS

98.98 TC98.48 FL

99.10 TC98.43 FL

99.34 TC98.67 FL
CB #594.00 INV OUT95.30 INV IN
3015
100.88 FS
102.17 TC101.67 FS
101.82 TC101.32 FS
102.38 TC101.88 FS
104.40 TC103.90 FS
103.93 TC103.43 FS
104.26 TC103.76 FS
105.83 TC105.33 FS 105.41 TC104.91 FS
105.91 TC105.41 FS
105.77 TC105.27 FS
106.30 FS
106.08 FS
106.28 FS
106.09 FS
105.88 FS
105.8 TG103.5 INV 21
105.5 TG100.5 INV12"
21 100.03 FL

2.1%
HP106.3 FG
4"22A
4"22A 1%
TY
P
.
109.0 FS
4"22A
4"22A 107.05 FS106.76CONC.
39 107.50 FS
21 12"22C
12"22C
12"22C
12"22C
4"22A
4"22A
C.O.75.75 INV37 80.14FS

80.14 FS

80.00 FS
4"22A
4"22A
12"22C
12"22C
22A
8"22B
8"22B
8"22B
4"22A
8"22B
C.O.-G.B.105.0 INV 37
PROP
.

D
R
I
V
E
W
A
Y
AND
S
T
R
E
E
T

C
U
R
B

P
E
R
DWG
.

5 5
0 -
8 ,

C
I
P

6 0
9 9
C.O.98.0 INV12"
37 C.O.-G.B.96.4 INV12"
37 C.O.-G.B.97.8 INV12"
37 C.O.-G.B.97.0 INV12"
37 37
TRANS. PERELEC. PLANS
107.12 FS
107.60 FS
107.40 FS
107.22 FS
109.0 FS
GRADEDSWALE-TYP.

GRADEDSWALE-TYP.
4"22A
4"22A
8"22B
8"22B
8"22B
8"22B
133.9 FL
127.7 FL
123.5 FL
116.6 FL
112.5 FL
132.3 TG130.0 INV21
125.2 TG123.0 INV 21
121.2 TG119.0 INV 21 107.5 TG105.0 INV21
114.4 TG112.0 INV 21
C.O.-G.B.93.0 INV12"
37 GUARDRAIL83.82 TW77.79 BTM.

GUARDRAIL84.46 TW77.79 BTM.
1% TYP.

3.7%

0.5%

99.58 FS

99.54 FS99.66 FS

99.56 TC99.06 FL99.22 FS
2 3

99.10 FS

98.83 FS

98.75 FS
JOIN(98.3) FS

98.35 FS

97.85 FL
4 .
9 %
H.P.112.20 TW108.71 BTM.
107.9 TG103.0 INV
108.39 TW106.17 BTM.
28 105.0 TG102.75 INV
105.84 TW104.25 BTM.
28 40
35 DAYLIGHTIN SLOPE103.0 INV
4"22A
36 110.1 TG108.0 INV 28
36 36
35 36
35 35
35 35
36 98.1± INV 12" SD93.8± TOP 12" SD
105.5 TG102.5 INV
102.5 TG100.0 INV

98.0 TG96.0 INV

98.0 TG95.0 INV

98.0 TG95.7 INV

99.0 TG96.0 INV

90.5 TG87.5 INV

97.75 TG94.2 INV

97.0 TG94.0 INV
100.0 TG97.0 INV
103.9 TG97.0 INV

97.5 TG94.0 INV
101.0 TG96.0 INV 4"22A

84.15 INV12"

88.3 INV12"
4"22A
4"22A

86.5 INV12"

92.0 INV12"

94.7 INV12"

96.9± INV 4" SD96.2± TOP 12" SD
4"22A
4"22A
4"22A
4"22A
4"22A
GUARDRAIL85.09 TW77.79 BTM.

GUARDRAIL85.09 TW77.79 BTM.
117.2 FL
4"22A
11 TYP.
11 TYP.
148.5 FG
108.0 FS
39 107.2 TG104.2 INV
C.O.78.75 INV37
R/W
R/W

89.5 FL
44 TYP.

92.0 TG89.0 INV4"22A
C.O.-G.B.81.85 INV 37
C.O.-G.B.81.85 INV 37
C.O.-G.B.81.85 INV37
C.O.-G.B.81.85 INV37
101.5 FL

SIGHTDISTANCETRIANGLE

SIGHTDISTANCETRIANGLE
4"22A

99.0 TG97.0 INV21

99.46 FS

1.3%
NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARKPLANS
·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK. 18 18
18 18
0" CF105.16 FS
104.78 FS104.62 FL
105.43 FS
4" CF105.32 TC104.99 FS

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
1 6
MATCH LINE - SEE SHEET C-1.13
F
A
R
A
D
A
Y

A
V
E
.

MATCH LINE - SEE SHEET C-1.14

MATCH LI
N
E

S
E
E

S
H
E
E
T

C
-
1 .
1 8

MATCH LI
N
E

S
E
E

S
H
E
E
T

C
-
1 .
1 8
H
H
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY. ** NOTE TO CONTRACTOR:

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
O
O
P
P

SECTION P-P

NOT TO SCALE
44'18'
PROP.SIDEWALK
PROP.CURB
PROP. 2:1MAX. SLOPE

SECTION O-O

NOT TO SCALE
PROP.PAVEMENT
26'
PROP.CURB PROP.CURB
15'10'
PROP. 2:1MAX. SLOPE
PROP.SWALE
PROP.PAVEMENT PROP.PAVEMENT
PROP.V-GUTTER
PROP.SIDEWALK
PROP.CURB
18'
PROP.PAVEMENT616
6 5 1 5 6
2 9
2 1:1 INFLUENCE LINE
PROP. 2:1MAX. SLOPE
PROP. 2:1MAX. SLOPE
PROP. GUARDRAIL WHEN TOP OF WALL TOBOTTOM OF WALL IS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL 6, SHEET L-2.05

TW PER PLAN
BTM. PER PLAN
PROP. GUARDRAIL WHEN TOP OF WALL TOBOTTOM 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
PROP. 5" D.G./3" A.B. WALK

4.7'±
PROP. BROW DITCH
PROP. ALLAN BLOCK RETAININGWALL - S-2-SEE SHEET 53
PROP. SUBDRAIN 35
PROP. SUBDRAIN 35PROP. ALLAN BLOCKRETAINING WALL - S-1-SEE SHEET 53 32 3
32 108.7± FG
111.2± FG
1%
14'5.5'

SECTION H-H

NOT TO SCALE
32 JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38634
Jesse Sanchez 10/9/25
O 2-X--X AAl-X-NV1404901*S 145 — SD+[ ]CONSTRUCT 4" A.C./12" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST5-SD '5;O140,0 5.[1351cO 706,O 7(\CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5t SHEET L-2.01f (p 70>135)3 /T /[ ]CONSTRUCT 4" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST3,108-1081/ (y+P Z LL/_A5oA130,\ «//+/A2Q %O
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X N O (
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1 JESSE SANCHEZ

BUILDING OFFICIAL DATE

SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:Y AAA209200050
-GR2023-0042OE
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 $
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107.0 FS
108.00 FS
109.48 FS
0" CF105.71 FS
113.90FS
117.85FS
HP110.0 FS
107.56 FS107.27CONC.
107.05 FS106.76CONC.
109.80 FS

LIMITS OF GRADINGAND ORANGE FENCE
103.5 TG99.0 INV
110.50 FS 110.75 FS
12"108.5 TG103.0 INV
12"
12"

10.0'
8"@6%
110.5 TG108.35 INV
115.0 TG110.0 INV
106.95FS
105.97 TC104.47 FS
0" CF105.29 FS
106.30FS
BASIN 'H'81.0 SURFACE78.75 SUBDRAIN OUT
GUARDRAIL85.09 TW77.79 BTM.
106.61 FS
106.40 FS
STORM DRAIN LINE 'B-1'SEE SHEET C-2.02 FOR SDPLAN/PROFILE STORM DRAIN LINE 'B'SEE SHEET C-2.04 FORSD PLAN/PROFILE STORM DRAIN LINE 'B'SEE SHEET C-2.03 FORSD PLAN/PROFILE STORM DRAIN LINE 'B'SEE SHEET C-2.03 FORSD PLAN/PROFILE 112.5 TG109.25 INV
109.75 TG106.0 INV
108.0 TG105.6 INV
107.1 TG103.15 INV
107.5 TG105.2 INV
107.5 TG104.15 INV12"
107.5 TG105.5 INV
108.0 TG105.0 INV12"
108.4 TG106.0 INV
109.2 TG107.2 INV
110.9 TG108.0 INV
113.75 TG108.1 INV
108.6 TG107.1 INV
C.O.100.00 INV12"
108.2 TG105.0 INV
109.3 TG107.1 INV
112.0 TG107.5 INV
107.9 FS/TG106.1 INV 8"
108.80 FS107.8 TG106.8 INV
108.25 FS107.25 TG105.4 INV
107.7 FS/TG105.2 INV108.0 FS107.0 TG105.05 INV
107.70 FS106.7 TG104.85 INV
113.22 FS
115.52 FS
115.42 FS
115.42 FS115.52 FS
115.67 FS
115.75 FS
115.74 FS
115.64 FS
115.05 FS114.95 FS
114.85 FS
114.50 FS 114.33 FS
114.22 FS
107.05 FS106.76CONC.
107.20 FS106.78 TG101.25 INV 8"
106.6 TG100.95 INV
107.05 FS106.63 TG102.45 INV
107.05 FS106.63 TG103.15 INV
107.20 FS106.91CONC.
107.38 FS107.09CONC.
113.24 FS
112.97 FS
110.27 FS110.04 FS
108.70 FS
108.41 FS
107.55 FS
107.75 FS
107.85 FS
107.71 FS106.42CONC.
107.50 FS107.21CONC.
108.60 FS
108.85 FS
111.36 FS
111.11 FS
108.50 FS
108.9 FS
107.80 FS107.51CONC.
108.4 FS
107.30 FS107.01CONC.
107.34FS
107.42 FS
107.4 TG102.1 INV 8"
107.4 TG103.2 INV
107.2 TG103.1 INV
107.2 TG104.5 INV
106.5 TG104.3 INV
107.56 FS107.27CONC.
107.11 FS
107.05 FS106.80 FS
107.2 TG104.0 INV2.2%

2.5%

4. 8
%

1.3 %

4. 8
%
4%

4.8%

4.7%

4. 7
%

2. 1
%

1.8%
4 4
22C 41
22C
5 12
2 2
2 2
2 22C
2 2
3 3
3 3
3 3
2 12
3 12
3 3
22B
20 20
25 32
32 32
32 32
21 21
21 21
21 21
21 21
21 21
21 21
21 37
21 21
21 20
33 3320
33 33
1%
TYP
.
1%
TYP.
1 %
TY
P
.
1%
TYP.
1%TYP.
1%TYP.
1 %
T
Y
P
.
1%
TYP.
1%TYP.
1%TYP.
1%1%
TYP.
1 %
T
Y
P
.

4.7 %
1%
26 2126
26 1%

4.7%
3:1

1.8 %

1.8%

1.8 %
1 .
8 %

4. 7
%

3.5%

3.3 %
1%
TYP.
21 2121
21 21
1%
TYP.
1%
TY
P
.

4.8%
3 .
2 %

4.2%
21 2:1
106.45 FS
106.0 TG104.5 INV 21
105.8 TG103.8 INV1.5%
106.10 FS
105.9 TG103.5 INV
14 106.51 FS
106.99 FS
106.89 FS

4.8%
1%
106.25 FS
106.20 TC105.70 FS

1.8%

1.8 %

1.8%105.91 FS
105.83 FS
105.98 FS
105.56 FS

2.1%
1%
110.25 FS
110.15 FS
110.38 FS
110.60 FS
110.50 FS
1%

1.5%
4"@2%22A
4"22A
4"22A
1%
TY
P
.
1%
TY
P
.
109.0 FS
4"22A
8"22B
107.20 FS106.91CONC.
8"22B
106.6 TG100.6 INV21
12"22C
109.58 FS
109.68 FS
109.58 FS
110.35 FS
2:
1 111.0 FL
111.80 FS
111.70 FS
111.80 FS
111.85 FS
111.95 FS
112.05 FS
112.5 TG110.0 INV 20
113.8 FG
8"@5.4%22B
8"@2.9%22B
8"@10%22B
113.25 FS110.28 FS
108.70 FS
12"@2.5%22C
12"@6.9%22C
113.00 FS
112.00 FS
4:1111.42 FS
108.87 FS
HP108.8 FG
108.0 TG106.0 INV 21C.O.-G.B.104.5 INV8"
37 HP108.3 FG108.5 FS
108.5 FS
108.5 FS107.5 TG105.7 INV
33 108.15 FS
108.10 FS
108.45 FS
109.50 FS
109.50 FS
4 :
1 3:1
109.50 FS
4"22A
12"@2.5%22C
4"22A
8"@2%22B
8"@1.5%22B
4"@2%22A
4"@1%22A
4"@1%22A
4"22A
4"22A
4"22A
4"22A
8"@3.9%22B
8"@6%22B
4"22A
4"22A
1%
HP107.7 FG
107.05 FS106.76CONC.
39 39
1 %
4"22A
107.80 FS107.51CONC.
107.50 FS
21 12"22C
12"22C
12"22C
4"22A
HP109.5 FL
C.O.98.0 INV12"
37 C.O.-G.B.96.4 INV12"
37 C.O.-G.B.105.0 INV12"
37C.O.-G.B.93.6 INV12"
37 C.O.-G.B.97.0 INV12"
37 110.00 FL32
107.46FS39
107.72 FS
112.5 FS
107.12 FS 107.14 FS
107.23 FS
109.0 FS
107.41 FS
107.60 FS
107.40 FS
111.0 FS
107.22 FS
109.0 FS 107.2 TG104.0 INV21
C.O.104.97 INV
107.64 FS
107.54 FS
8"22B
NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARKPLANS
·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK.

97.3± INV 12" SD95.8± TOP 12" SD
105.2± INV 12" SD102.5± TOP 30" SD
120.0 TG110.5 INV12"
37 122.5 TG118.9 INV 8"
114.5 TG112.5 INV
115.5 TG112.0 INV
C.O.118.0 INV
120.0 TG118.0 INV
118.0 TG116.0 INV
114.0 TG112.0 INV
109.3 TG106.0 INV
106.0 TG103.0 INV
102.0 TG100.0 INV
102.5 TG100.0 INV
102.0 TG99.5 INV

99.0 TG97.0 INV
102.0 TG100.0 INV
105.5 TG102.5 INV
102.5 TG100.0 INV

98.0 TG96.0 INV

98.0 TG95.0 INV

98.0 TG95.7 INV

98.0 TG97.0 INV

98.0 TG96.0 INV

99.0 TG96.0 INV

97.75 TG94.2 INV

98.6 INV
102.2 INV12"
4"
4"22A
104.4 INV12"
108.1 INV12"
4"22A
4"22A
4"22A
4"22A
8"22B

86.5 INV12"

92.0 INV12"

94.7 INV12"

98.3 INV12"

96.7± INV 4" SD95.6± TOP 12" SD

96.9± INV 4" SD96.2± TOP 12" SD
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A

4.1%
111.00 FS

HMP BOUNDARY
LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY EXIST. TRAIL
32 112.50 FS
1%
1 %
T
Y
P
.
1 0
.
5 '
114.5 FL

1. 7
%

1.7%
111.8 FG
37 11
TYP.
108.0 FS
39 107.67 FS107.38CONC.
107.2 TG104.2 INV
110.35 FL
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
C.O.102.05 INV
31 92.0 TG89.0 INV
111.35 FS
109.65 FL
111.2 FL
111.25 FL
0" CF105.16 FS
105.43 FS

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

L
I
N
E

S
E
E
SH
E
E
T

C
-
1 .
1 7
MATCH

L
I
N
E

S
E
E

S
H
E
E
T

C
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1 .
1 9
M
A
T
C
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L
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S
E
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S
H
E
E
T

C
-
1 .
1 8
MA
T
C
H

L
I
N
E

S
E
E

S
H
E
E
T

C
-
1 .
1 5
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38635
Jesse Sanchez 10/9/25
[ ]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 5, SHEET L-2.01k-kke []-k—X CONSTRUCT 4” A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST“s/ #C+1

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3 113.90FS
117.85FS
109.80 FS

HMPBOUNDARY
110.75 FS

10.0'
10 .
0 '
8"@6%
110.5 TG108.35 INV
115.0 TG110.0 INV
STORM DRAIN LINE 'B-2'SEE SHEET C-2.02FOR SD PLAN/PROFILE STORM DRAIN LINE 'B-1'SEE SHEET C-2.02 FOR SDPLAN/PROFILE STORM DRAIN LINE 'B'SEE SHEET C-2.04 FORSD PLAN/PROFILE STORM DRAIN LINE 'B'SEE SHEET C-2.03 FORSD PLAN/PROFILE 112.5 TG109.25 INV
109.75 TG106.0 INV
108.0 TG105.6 INV
107.5 TG104.15 INV
107.5 TG105.5 INV
108.0 TG105.0 INV12"
108.4 TG106.0 INV
109.2 TG107.2 INV
110.9 TG108.0 INV
113.75 TG108.1 INV
108.6 TG107.1 INV
109.3 TG107.1 INV
112.0 TG107.5 INV
107.9 FS/TG106.1 INV 8"
108.80 FS107.8 TG106.8 INV
108.25 FS107.25 TG105.4 INV
107.7 FS/TG105.2 INV108.0 FS107.0 TG105.05 INV
107.70 FS
104.85 INV
113.22 FS
115.52 FS
115.42 FS
115.42 FS115.52 FS
115.67 FS
115.75 FS
115.74 FS
115.64 FS
115.05 FS114.95 FS
114.85 FS
114.50 FS 114.33 FS
114.22 FS
113.24 FS
112.97 FS
110.27 FS
111.36 FS
111.11 FS
108.50 FS
108.9 FS

2.5%

1.3 %
4 .
8 %
4%

4.8%

4.7%

2. 1
%

1.8%
2 3
3 3
12 3
3 3
3 3
12 3
3 22B
20 20
32 32
32 32
32 1221
21 21
21 21
21 21
21 21
21 21
21 21
20 33
3320
33 33
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TYP
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1%
TYP.
1 %
TY
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1%TYP.
1%TYP.
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4.7 %
1 %

4.7%
3:1

1.8%

3.5%
2:1 MAX.
2:1

1.5%
4"@2%22A
2:
1 111.0 FL
111.80 FS
111.70 FS
111.80 FS
111.85 FS
111.95 FS
112.05 FS
112.5 TG110.0 INV 20
113.8 FG
8"@5.4%22B
8"@2.9%22B
8"@10%22B
113.25 FS
113.00 FS
112.00 FS
4:1111.42 FS
HP108.8 FG
108.0 TG106.0 INV 21C.O.-G.B.104.5 INV8"
37 HP108.3 FG108.5 FS
108.5 FS
108.5 FS107.5 TG105.7 INV
33 108.15 FS
108.10 FS
108.45 FS
109.50 FS
109.50 FS
4 :
1 3:1
109.50 FS
22A
12"@2.5%22C
8"@2%22B
8"@1.5%22B
4"@2%22A
4"@1%22A
4"@1%22A
22A
4"22A
4"22A
8"@6%22B
8"22B
1%
TY
P
.
4"22A
110.00 FL32
123.8 FL
C.O.104.97 INV
35 120.0 TG
123.5 TG121.0 INV
123.0 TG116.5 INV
124.0 TG120.4 INV
114.5 TG112.5 INV
115.5 TG112.0 INV
4"22A
4"22A
4"22A
4"22A
114.8 INV12"
127.50 FS
EXIST. TRAIL
EXIST. TRAIL
EXIST. TRAIL

HMPBOUNDARY
20' OFFSET FROMHMP BOUNDARY
LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY

4.1%
111.00 FS
EXIST. TRAIL
32 112.50 FS
1%
1 %
T
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P
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1 0
.
5 '

1. 7
%

1.7%

10.5'

10.0'
32 12"
32 12"
LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY 126.70 FS
126.2 FL
32 3
3 2.2%

2. 2
%

6.7 %
121.00 TG118.00 INV28
3 32
12"
32 12"121.50 FS
121.40 FS
121.50 FS
121.60 FS
121.74 FS
121.88 FS

1.8%
122.44 TW120.84 BTM.
121.0 TG117.7 INV 28 36
121.2 TG117.3 INV 8"28
130.69 TW128.47 BTM.129.5 TG126.0 INV 28 36
GUARDRAIL137.02 TW128.48 BTM.

GUARDRAIL142.13 TW131.65 BTM.

GUARDRAIL130.68 TW122.75 BTM.
111.8 FG
141.0 FL
132.0 FG
2:1
134.0 FG
GUARDRAIL132.60 TW124.65 BTM.
131.5 FL
110.35 FL
119.0 FL
134.0 FL
124.5 FL
144.0 FL
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
C.O.102.05 INV
111.35 FS
111.2 FL
111.25 FL
114.0 FL
126.5 FL
124.4 FL 1%TYP.
18 GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

S
E
E

S
H
E
E
T

C
-
1 .
1 9
M
A
T
C
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L
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S
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S
H
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C
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1 6
I
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EXIST. SLOPE
PROP.BROW DITCH
PROP. 2:1MAX. SLOPE
PROP. 2:1MAX. SLOPE

SECTION I-I

NOT TO SCALE
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
1%
PROP. 5" D.G./3" A.B. WALK

10.5'
1%
10'
PROP. 5" D.G./3" A.B. WALK
PROP.BROW DITCH
SEE DETAIL 'A' SHEET C-1.03 FORTYPICAL BROW DITCH TO CATCHBASIN TYPE 'F' TRANSITION SEE DETAIL 'A' SHEET C-1.03 FORTYPICAL BROW DITCH TO CATCHBASIN TYPE 'F' TRANSITION 3 32
3 32
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38636
Jesse Sanchez 10/9/25
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 5, SHEET L-2.01 000 • C • • d • • d • • d i
[ ]CONSTRUCT 4" A.C./6" A.B. PAVEMENT (PARKING STALLS) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TEST ¥-X-—X-
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JESSE SANCHEZ

BUILDING OFFICIAL DATE

SHEETSCITY OF CARLSBADSHEET
ENGINEERING DEPARTMENTSLrcscen // // / / / / 272777--%a GRADING PLANS FOR:

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112.8 FS
107.0 FS
0" CF105.71 FS
100.70 TC100.20 FS

80.00 FS

LIMITS OFGRADING

EXISTINGPEDESTRIANUNDERPASS

80.5± TMHEXIST 36" RCP SD*(72.6±) INV75.27 INV 4"74.50 INV 4"73.60 INV 24"

89.5± TMHEXIST 24" RCP SD*(84.0±) INV85.17 INV 4"
110.50 FS 110.75 FS
8 .
0 '

99.4 TG96.5 INV 12"
2 6
.
0 '
4"

79.5 TG78.5 INV

89.0 TG86.0 INV
102.1 TG100.8 INV

82.67 TG78.75 INV IN78.7 INV OUT

85.50 TG82.75 INV IN82.7 INV OUT

81.33 INV

85.33 INV

14.0'

14.0 '
106.95FS
100.35 TC99.85 FS
101.84 TC101.34 FS
102.73 TC102.23 FS
104.00 TC103.50 FS
104.75 TC104.25 FS
105.70 TC105.20 FS
105.51 TC105.01 FS
105.75 TC105.25 FS
105.97 TC104.47 FS
0" CF105.29 FS
105.05 FL
104.35 TC103.85 FS
102.40 TC101.90 FS
101.85 TC101.35 FL

99.81 TC99.31 FS

99.43 TC98.93 FL
BASIN 'I'85.0 SURFACE82.75 SUBDRAIN OUT82.50 BOT.

87.0 FG-TYP.

BASIN 'H'81.0 SURFACE78.75 SUBDRAIN OUT78.50 BOT.

GUARDRAIL85.09 TW77.79 BTM.

90.5 INV

81.33 INV

83.0 TG81.8 INV

84.3 TG82.0 INV
BASIN 'L'78.0 SURFACE75.75 SUBDRAIN OUT75.50 BOT.

80.0 FG-TYP.

78.50 TG75.75 INV IN75.7 INV OUT

78.33 INV
C.O.89.87 INV
(98.10)B.O.W.
(97.49)B.O.W.
(97.12)B.O.W.
(96.79)B.O.W.
(96.76)B.O.W.
(96.98)B.O.W.
(96.75)B.O.W.

STORM DRAIN LINE 'B'SEE SHEET C-2.03 FORSD PLAN/PROFILE STORM DRAIN LINE 'C'SEE SHEET C-2.04 FORSD PLAN/PROFILE STORM DRAINLINE 'B'SEE SHEETC-2.03 FOR SDPLAN/PROFILE
109.75 TG106.0 INV
107.1 TG103.15 INV
107.5 TG105.2 INV
C.O.100.00 INV12"
108.2 TG105.0 INV
107.7 FS/TG105.2 INV108.0 FS107.0 TG105.05 INV
107.05 FS106.76CONC.
107.20 FS106.78 TG101.25 INV 8"
106.6 TG100.95 INV
107.05 FS106.63 TG102.45 INV
110.27 FS110.04 FS
108.70 FS
108.41 FS
107.55 FS
CONC.
108.9 FS
108.4 FS
107.30 FS107.01CONC.
107.34FS

6.2%

8.9 %
8 .
9 %
12 %
12%
12%

3.5%

4. 8
%

4. 7
%
1 1
132
3 28
2 2
6 6
6 6
6 6
6 5
5 5
5 2
2 9
9 9
2 2
2 3
3 22C
3 32
32 32
32 32
3 3
28 28
28 24
24 23A
23A
23A
23 12

3.7%
25 25
1%

T
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P
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1%

T
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1% TY
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23 28
28 25
40 23
21 21
21 37
21 33
1%
TYP.
1%
TYP.
1%1%
TYP
.26
2126

4.7%

1.8 %
1 .
8 %

4. 7
%
13TYP.
13TYP.
14 106.51 FS
106.99 FS
106.89 FS

4.8%
1%
14 105.96 TC105.46 FS
106.05 TC105.55 FS
105.42 TC104.92 FS
105.45 TC104.95 FS
106.25 FS
106.20 TC105.70 FS

1.8%

1.8 %

1.9%

1. 3
%

1.8%

1.5 %
1 .
8 %

4.8 %
1%

4. 8
%

3.1%

4.6%

1.8%

4.8%

1.8%
1 .
8 %
1 .
8 %
1 .
8 %
1 .
8 %

1. 8
%
103.45 FL
103.92 TC103.25 FL103.89 TC103.22 FL
CB #697.00 INV OUT97.30 INV IN
3015
102.61FL
104.10 FL
4%

1. 5
%
1%
1 .
5 %

3.1%
2 %

3.4%

3.4%1
.
5 %
1 %

4.6%
2 .
6 %

3.5%
4 %
3 .
5 %
3%
1%

3.7%
1 .
5 %
102.19 TC101.69 FS
101.89 TC101.39 FS
102.10 TC101.60 FS

99.65 TC99.15 FL
100.08 FS

99.18 TC98.68 FL98.84 FS

98.98 TC98.48 FL

99.10 TC98.43 FL

2.1%
1%
110.25 FS
110.15 FS
110.38 FS
110.60 FS
110.50 FS
1%
8"22B
106.91CONC.
8"22B
106.6 TG100.6 INV21
12"22C
110.28 FS
108.70 FS
12"@6.9%22C
HP108.8 FG
C.O.-G.B.104.5 INV8"
37 108.5 FS
4"22A
8"@3.9%22B
4"22A
1 %

1.8%
102.52 FS 102.75 FS
102.61 FS102.42 FS
102.28 FS
4"22A
4"22A
12"22C
12"22C
12"22C
12"22C
12"22C
12"22C
4"22A

88.5± TMHEXIST 36" RCP SD*(71.6±) INV 36"73.1 INV 18"
C.O.82.75 INV37
4"22A8"22B
4"22A
C.O.75.75 INV37 80.14FS

80.14 FS

80.00 FS
12"22C
12"22C
22A
101.8 FL
PROP
.

D
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E
W
A
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AND
S
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0 -
8 ,

C
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6 0
9 9
4"22A
4"22A
C.O.-G.B.96.4 INV12"
37 C.O.-G.B.97.8 INV12"
37 C.O.-G.B.93.6 INV12"
37 C.O.-G.B.97.0 INV12"
37 FSGRADEDSWALE-TYP.
112.5 FL
C.O.-G.B.93.0 INV12"
37 GUARDRAIL83.82 TW77.79 BTM.

GUARDRAIL84.46 TW77.79 BTM.

GUARDRAIL83.82 TW77.79 BTM.

3.7%

0.5%

99.58 FS

99.54 FS

99.66 FS

99.56 TC99.06 FL99.22 FS
2 3

99.10 FS

98.83 FS

98.75 FS
JOIN(98.3) FS

98.35 FS

97.85 FL
40 40
24 35
35 35
35 36

81.33 INV23A

97.3± INV 12" SD95.8± TOP 12" SD

98.1± INV 12" SD93.8± TOP 12" SD

88.0± INV 12" SD85.6± TOP 30" SD
100.9± INV 8" SD96.0 ± TOP 30" SD
12"22C
12"22C
111.0 TG108.0 INV 8"
113.0 TG110.0 INV
113.5 TG110.0 INV8"
108.0 TG105.0 INV
108.0 TG102.0 INV
102.9 TG98.0 INV
105.5 TG103.0 INV
102.1 TG97.0 INV 8"
101.1 TG96.0 INV

99.1 TG93.0 INV 12"

98.1 TG95.5 INV
103.5 TG101.0 INV
101.5 TG99.0 INV

99.5 TG95.0 INV12"

98.5 TG96.0 INV
100.1 TG97.5 INV
102.5 TG96.5 INV12"
104.5 TG101.5 INV
106.0 TG103.5 INV 109.5 TG107.0 INV 112.0 TG110.0 INV
111.0 TG108.5 INV
107.5 TG103.0 INV 8"
109.9 TG107.0 INV
112.0 TG110.0 INV
109.0 TG106.0 INV
107.0 TG104.0 INV
105.1 TG101.0 INV 12"
104.9 TG102.0 INV
103.2 TG100.0 INV
109.3 TG106.0 INV
110.0 TG107.0 INV
106.0 TG103.0 INV
102.0 TG100.0 INV
102.5 TG100.0 INV
102.0 TG99.5 INV

99.0 TG97.0 INV
102.0 TG100.0 INV
105.5 TG102.5 INV
102.5 TG100.0 INV

98.0 TG96.0 INV

98.0 TG95.0 INV

98.0 TG95.7 INV

98.0 TG97.0 INV

98.0 TG96.0 INV

99.0 TG96.0 INV

90.5 TG87.5 INV

97.75 TG94.2 INV

97.0 TG94.0 INV
100.0 TG97.0 INV
103.9 TG97.0 INV

97.5 TG94.0 INV
101.0 TG96.0 INV
103.2 TG101.5 INV
4"22A
8"22B
4"22A
4"22A
4"22A
4"22A
4"22A
8"22B
4"22A
4"22A
4"22A
4"22A
4"22A
8"
8"22B
12"22C
12"22C
12"22C
12"22C
8"22B
C.O.-G.B.90.0 INV12"
37 98.6 INV12"
8"22B
8"22B
8"22B
8"22B
4"22A
4"22A
4"22A
102.2 INV12"
4"22A
4"22A
104.4 INV12"
4"22A

84.15 INV12"

88.3 INV12"
4"22A
4"22A

86.5 INV12"

92.0 INV12"

94.7 INV12"

98.3 INV12"

96.7± INV 4" SD95.6± TOP 12" SD

96.9± INV 4" SD96.2± TOP 12" SD
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
4"22A
GUARDRAIL85.09 TW77.79 BTM.

GUARDRAIL85.09 TW77.79 BTM.
4"22A
11 TYP.

C.O.78.75 INV 37
C.O.78.75 INV37
R/W
R/W

99.4 FL

89.5 FL

91.0 FL

89.85 FL

86.85 FL
9 44
TYP.
44 44

92.0 TG89.0 INV4"22A
C.O.-G.B.81.85 INV 37
C.O.-G.B.81.85 INV 37
C.O.-G.B.81.85 INV37
C.O.-G.B.81.85 INV37
101.5 FL

94.4 FL

DISTANCETRIANGLE
(78.0±) FS
4"22A

99.46 FS

1.3%
NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARKPLANS
·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK.

NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARKPLANS
·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK. 18 18
0" CF105.16 FS
104.78 FS104.62 FL
105.43 FS
4" CF105.32 TC104.99 FS

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
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NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38637
Jesse Sanchez 10/9/25
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('C'SHEETSCITY OF CARLSBADSHEETS.ENGINEERING DEPARTMENTX7./GRADING PLANS FOR:7 S.( Xo-GR2023-0042SO• mewBOO.E rnO O49Pe/S.—DATE\ \ \4y 2 v i i PROJECT NO. DRAWING NO.—4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021-0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL I
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107.0 FS
129.40 FS
117.85FS
HP130.15 FS

LIMITS OF GRADINGAND ORANGE FENCE

HMPBOUNDARY
(165.0±) FG
110.50 FS 110.75 FS
130.68 TW128.47 BTM.
1 4
.
0 '

10.5 '
10 .
0 '

14.0'
8"@6%115.0 TG110.0 INV
H.P.GUARDRAIL134.50 TW127.83 BTM.
129.5 TG126.0 INV
STORM DRAIN LINE 'B'SEE SHEET C-2.03 FORSD PLAN/PROFILE STORM DRAIN LINE 'B'SEE SHEET C-2.03 FORSD PLAN/PROFILE 112.5 TG109.25 INV
109.75 TG106.0 INV
107.1 TG103.15 INV
C.O.100.00 INV12"
108.2 TG105.0 INV
107.25 TG105.4 INV
107.7 FS/TG105.2 INV108.0 FS107.0 TG105.05 INV
113.22 FS
115.52 FS
115.42 FS
115.42 FS115.52 FS
115.67 FS
115.75 FS
115.74 FS
115.64 FS
115.05 FS114.95 FS
114.85 FS
106.6 TG100.95 INV
113.24 FS
112.97 FS
110.27 FS110.04 FS
108.70 FS
108.41 FS
107.55 FS
108.9 FS
107.01CONC.

1.3 %
4 .
8 %

4. 8
%
4%

4.8%

4.7%

4. 7
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2 2
3 3
3 3
12 3
32 32
3 3
3 22B
20 28
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37 21
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1%
21 4.7%

1.8%

1.8 %
1 .
8 %

4.7 %
2:1
2:
1 M
A
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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 FS110.28 FS
108.70 FS
12"@6.9%22C
HP108.8 FG
108.0 TG106.0 INV 21C.O.-G.B.104.5 INV8"
37 HP108.3 FG108.5 FS
108.5 FS
4"22A
4"22A
4"22A
8"@3.9%22B
8"@6%22B
8"22B
8"22B
12"22C
1%
TY
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.
4"22A
128.8 FL
C.O.-G.B.105.0 INV12"
37 35
35 NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARKPLANS
·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK.

1.4%
HP129.5 FL
125.30 FS
125.11 FS

1.8 %
100.9± INV 8" SD96.0 ± TOP 30" SD
105.2± INV 12" SD102.5± TOP 30" SD
120.0 TG110.5 INV12"
37 12"22C
123.5 TG121.0 INV
123.0 TG116.5 INV
124.0 TG120.4 INV
124.0 TG121.0 INV
122.5 TG118.9 INV 8"
122.0 TG120.0 INV
114.5 TG112.5 INV
115.5 TG112.0 INV
C.O.118.0 INV
120.0 TG118.0 INV
118.0 TG116.0 INV
114.0 TG112.0 INV
120.0 TG117.0 INV
113.0 TG111.0 INV
116.0 TG114.0 INV
119.0 TG116.0 INV
123.0 TG121.0 INV
122.0 TG120.0 INV
111.0 TG108.0 INV 8"
113.0 TG110.0 INV
112.5 TG109.6 INV
113.5 TG110.0 INV8"
108.0 TG105.0 INV
108.0 TG102.0 INV
102.9 TG98.0 INV
105.5 TG103.0 INV
103.5 TG101.0 INV
104.5 TG101.5 INV
106.0 TG103.5 INV 109.5 TG107.0 INV 112.0 TG110.0 INV
111.0 TG108.5 INV
117.5 TG114.5 INV
117.0 TG115.0 INV
113.0 TG
103.2 TG100.0 INV
109.3 TG106.0 INV
110.0 TG107.0 INV
106.0 TG103.0 INV
117.0 TG114.0 INV
103.2 TG101.5 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 INV12"
4"22A
4"22A
104.4 INV12"
108.1 INV12"
4"22A
4"22A
4"22A
4"22A
8"22B
4"22A 4"22A
4"22A
4"22A
4"22A
114.8 INV12"
15 %

HMPBOUNDARY
20' OFFSET FROMHMP BOUNDARY
LIMITS OF GRADINGAND ORANGE FENCE22'± OFFSET FROMHMP BOUNDARY EXIST. TRAIL
EXIST. TRAIL
32 32
32 156.5 FL
121.00 TG118.00 INV28
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 TW120.84 BTM.
121.0 TG117.7 INV 28 36
121.2 TG117.3 INV 8"28
130.69 TW128.47 BTM.129.5 TG126.0 INV 28 36
GUARDRAIL137.02 TW128.48 BTM.

GUARDRAIL142.13 TW131.65 BTM.

HPGUARDRAIL142.13 TW132.92 BTM.
35 140.86 TW138.63 BTM.
140.1 TG136.0 INV 28
GUARDRAIL130.68 TW122.75 BTM.

GUARDRAIL133.23 TW124.65 BTM.

GUARDRAIL133.86 TW125.92 BTM.

GUARDRAIL133.23 TW128.47 BTM.
141.0 FL
141.5 FL
H.P.133.8 FL
37 132.0 FG
2:1
134.0 FG
GUARDRAIL132.60 TW124.65 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 FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
32 12"
144.5 FL
149.5 FL
154.25 FL
C.O.102.05 INV
NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARKPLANS
·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK. 18 GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

S
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NOT TO SCALE
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

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

10.5'PROP. GUARDRAIL WHEN TOP OFWALL TO BOTTOM OF WALL ISOVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL 6,SHEET L-2.05 TW PER PLAN PROP. BROW DITCH
BTM. PER PLAN
PROP. GUARDRAIL WHEN TOP OF WALL TOBOTTOM OF WALL IS OVER 2.5-FEET- SEE LANDSCAPE PLANS DETAIL 6, SHEETL-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. SUBDRAIN 35
PROP. SUBDRAIN 35
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
38638
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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BUILDING OFFICIAL DATE22%292)SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

S7 GR2023-0042OE
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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100.87 FS
116.0 FS
JOIN(114.8±) FS

LIMITS OF GRADINGAND ORANGE FENCE

HMPBOUNDARY

LIMITS OF GRADINGAND ORANGE FENCE
108.0± TMHEXIST 18" RCP SD*(102.46±) INV103.29 INV 8"
102.1 TG100.8 INV
114.25 TG110.25 INV
114.5 TG111.5 INV
100.50 TG97.75 INV IN97.7 INV OUT
108.50 TG105.75 INV IN105.7 INV OUT
100.33 INV
108.33 INV
8"
8"@3.9%
8"

14.0'

14.0 '

14.0'

14.0'
118.0 TG115.0 INV
8"BASIN 'K'108.0 SURFACE105.75 SUBDRAIN OUT105.50 BOT.
110.0 FG-TYP.

BASIN 'J'100.0 SURFACE97.75 SUBDRAIN OUT97.50 BOT.
102.0 FG-TYP.
(100.26) FSB.O.W.
(98.92)B.O.W.
(101.49)B.O.W.
(104.96)B.O.W.
4"
HP110.0 FG-TYP.

HP115.5 FL

4.8%

8.9 %

4.8%
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% TY
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2:1 M
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38 114.81 FS114.95 FS
115.09 FS
114.89 FS
114.75 FS1%
113.49 FS
118.52 FS
8"22B
107.80 FS
C.O.105.75 INV 37
C.O.105.75 INV37
22B
C.O.97.75 INV 37
(100.53) FSB.O.W.

1.8%
102.52 FS
102.70 FS
102.75 FS
102.61 FS102.42 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 TG120.0 INV108.0 INV 8"
113.0 TG110.0 INV
102.9 TG98.0 INV
103.0 INV
102.1 TG97.0 INV 8"
101.1 TG96.0 INV

99.1 TG93.0 INV 12"

98.1 TG95.5 INV
103.5 TG101.0 INV
101.5 TG99.0 INV

99.5 TG95.0 INV12"

98.5 TG96.0 INV
100.1 TG97.5 INV
102.5 TG96.5 INV12"
104.5 TG101.5 INV
106.0 TG103.5 INV 109.5 TG107.0 INV 112.0 TG110.0 INV
111.0 TG108.5 INV
117.5 TG114.5 INV
117.0 TG115.0 INV
113.0 TG110.5 INV8"
119.5 TG116.8 INV
119.5 TG117.0 INV
114.5 TG112.0 INV
117.0 TG114.0 INV
114.0 TG112.0 INV
111.5 TG109.8 INV
111.5 TG110.0 INV
109.9 TG107.0 INV
109.9 TG106.0 INV 8"
107.5 TG103.0 INV 8"
106.9 TG104.0 INV
109.9 TG107.0 INV
112.0 TG110.0 INV
109.0 TG106.0 INV
107.0 TG104.0 INV
105.1 TG101.0 INV 12"
104.9 TG102.0 INV
117.0 TG114.0 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 FROMHMP BOUNDARY
R/W
R/W
124.5 FL
109.5 FL

99.4 FL
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS
3 WIRE HABITAT FENCEPER LANDSCAPEARCHITECT PLANS32
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 TG111.0 INV
107.2 FL
112.6 FL
126.0 TW 45
116.45 TW 45
NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARKPLANS
·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK.

NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON AREFOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARKPLANS
·SEE BIKE PARK PLANS FORGRATE INLET CALL OUT WITHINBIKE PARK.

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

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NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE INACCORDANCE WITH THE EARTHWORK SPECIFICATIONAND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. * NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TOCONSTRUCTION AND NOTIFY CIVIL ENGINEERIMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
NOTE TO CONTRACTOR:AN AREA EAST OF THIS PROJECT ISCONSIDERED AN ENVIRONMENTALLYSENSITIVE AREA (ESA) AND DENOTEDAS SUCH ON ALL DEVELOPMENTPLANS. PRIOR TO ANY GROUNDDISTURBANCE WITHIN 100 FEET OFSDI-8303, PROTECTIVE ESA FENCINGAND TEMPORARY SIGNAGE WILL BEPLACED AT LEAST TWENTY-FIVE FEETOUTSIDE OF THE IDENTIFIED SITEBOUNDARIES.

JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38639
Jesse Sanchez 10/9/25
53—28.CONSTRUCT 4" A.C./12" A.B. PAVEMENT (DRIVE AISLES) - SOILS ENGINEER TO CONFIRM IN THE FIELD WITH R-VALUE TESTX(4*Z114 CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.01 l)
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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

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 31 CONSTRUCT 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
34 CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN. 22B CONSTRUCT 8" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22C CONSTRUCT 12" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 22D CONSTRUCT 18" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% 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 DETAILD-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 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT 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 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90%

CIVILENGINEERINGCONSULTING
999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: [email protected] September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY
0 10 20 40
SCALE: 1" = 20'
S
E
SHEET C-2.01
HORIZ.: 1"=20'
VERT.: 1"=4'
PROFILE SCALES:3+503+002+502+001+501+00 4+00 4+50 5+00 5+50 6+00

STORM DRAIN LINE/CURVE DATA
65 75
22D
ST
A

3 +
4 0
.
7 1
58 .
9 4

I
N
V
ST
A

3 +
3 6
.
7 1
58 .
6 1

I
N
V
PROP. FS
CONST. 234.71 LF - 18" HDPE STORM DRAIN
Q(100)=25.05 cfsV=19.3 fps
PROP. 4" PVC SDSEE GRADING SHEETS
ST
A

1 +
0 0
.
0 0
PROP. 12" PVC SDSEE GRADING SHEETS

LINE 'A'
B
TY
P
E

'
A
'

C
.

O
.

#
1 58.0± R
I
M
ST
A

1 +
0 2
.
0 0
46 .
5 0

I
N
V
JOIN(45.5±) INV30" RCP
55 45
65 TY
P
E

'
A
'

C
.

O
.

#
2 ST
A

3 +
3 8
.
7 1

66.1± R
I
M
85 (S=0.0425)
CONST. 376.54 LF - 18" HDPE STORM DRAIN
S=0.0412
38 22D
CO #2STA 3+38.7129 CO #3STA 4+37.54 29BC
ST
A

4 +
3 9
.
5 4
67 .
0 0

I
N
V
ST
A

4 +
3 5
.
5 4
66 .
6 7

I
N
V
TY
P
E

'
A
'

C
.

O
.

#
3 ST
A

4 +
3 7
.
5 4

75.0± R
I
M
S=0.081
5 CONST. 94.83 LF - 18" HDPE STORM DRAIN

54.66 I
N
V

54. 5
8 I
N
V

61. 5
2 I
N
V

62. 8
±

I
N
V

1 "
WA
T
E
R
4" S
D
12" SD
8" S
D

72.27 I
N
V
4" SD

63.00 INV
4" SD
S=0.0815
BC
SE
E

S
H
E
E
T

C
-
2 .
0 2
PROP. WATERSEE UTILITY PLAN
PROP. 4" PVC SDSEE GRADING SHEETS
PROP. 12" PVC SDSEE GRADING SHEETS
PROP. 8" PVC SDSEE GRADING SHEETS

47.00 INV

1 2
"47.33 INV

8 "

(
2 )

IDENTICALPOINT
PROP. FS
PROP. FS
65 75
Q(100)=25.05 cfsV=19.7 fps
Q(100)=25.05 cfsV=16.3 fps
HGL (100)=48.0(ASSUMED)
HGL (100)
HGL (100)
HGL (100)
29 EXIST. 30" RCP- PROTECT INPLACE
C.O. #1STA. 1+00.00JOIN EXIST.30" RCP SD

47.33 IN
V

4 "

LINE 'A'LINE 'A'
A
EXIST. GROUND
EXIST. GROUND
EXIST. HEADWALL ANDPIPE TO BE REMOVED
EXIST. 30"R.C.P. S.D.

S=0.0516

STORM DRAIN PLAN/PROFILE
20 .
5 '
±

M
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X
.

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IN
S
T
A
L
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D
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C
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M
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A
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I
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S

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R

C
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E
R

H
E
I
G
H
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38640Jesse Sanchez 10/9/25
1 =
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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
GR2023-0042OE
RCE 63912 EXPIRES 9/30/26ENGINEERING MANAGER DATE1PROJECT 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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CONSTRUCT CATCH BASIN & GRATE PER DETAIL 20, SHEET C-0.04, WRAP GRATE WITH MIRAFI 140N FILTER FABRIC 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90%

CIVILENGINEERINGCONSULTING
999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: [email protected] September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY
0 10 20 40
SCALE: 1" = 20'
S
E
SHEET C-2.02
HORIZ.: 1"=20'
VERT.: 1"=4'
PROFILE SCALES:8+007+507+006+506+00 2+00 1+50 1+00 1+50 2+00 2+50 B
STA 2+50.08INLET
31 STA 6+95.69
115
105
LINE 'B'SEE SHEET C-2.04
125
EC
LINE 'B-2'
ECST
A

6 +
9 5
.
6 9
22D
ST
A

1 +
0 2
.
0 0
10 5
.
3 0

I
N
V
CONST. 101.31 LF - 24" HDPE STORM DRAIN
0 10 20 40
SCALE: 1" = 20'
S
E

LINE 'A'
LINES 'B-1' & 'B-2'
2+50 3+00

STORM DRAIN LINE/CURVE DATA
C
D
E
85 75
95 TY
P
E

'
A
'

C
.

O
.

#
7 ST
A

1 +
0 0
.
0 0
114.8±

R
I
M
TY
P
E

'
F
'

C
.

B
.

ST
A

2 +
0 5
.
3 1
110.
0 F
L
TY
P
E

'
F
'

C
.

B
.

ST
A

2 +
5 0
.
8 0
123.8 F
L
115
105
125
ST
A

2 +
4 8
.
0 8
11 7
.
2 9

I
N
V
ST
A

2 +
0 3
.
3 1
10 6
.
8 0

I
N
V
ST
A

1 +
0 2
.
0 0
10 5
.
6 0

I
N
V
104.97 IN
V

2 4
"

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
TY
P
E

'
F
'

C
.

B
.

ST
A

8 +
1 8
.
0 8
ST
A

8 +
1 6
.
0 8
82 .
5 0

I
N
V

87.5 FL
CONST. 376.54 LF - 18" HDPE STORM DRAIN
STA 2+05.3141
INLET
LINE 'B-1'
22D22E
STA 7+40.61 LINE 'B'CO #7
29STA 1+00.00 LINES'B-1' & 'B-2'

81. 2
0 I
N
V
8"
S
D
S=0.0412
SE
E

S
H
E
E
T

C
-
2 .
0 1
85 75
95 PROP. FS
PROP. FS
PROP. FS
Q(100)=25.05 cfsV=16.3 fps
Q(100)=24.85 cfsV=10.8 fps
Q(100)=19.0 cfsV=19.2 fps
HGL (100)
HGL(100)=107.2HGL (100)
HGL (100)
41 31
31 LINE 'A'LINE 'B-1'LINE 'B-2'
77 .
5 4

I
N
V
EXIST. GROUND
EXIST. GROUND

STORM DRAIN PLAN/PROFILE
25 '
±

M
A
X
.

C
O
V
E
R
IN
S
T
A
L
L

P
I
P
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D
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1 3

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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38641
Jesse Sanchez 10/9/25
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27 28
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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 DETAILD-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 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT 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 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90%

STORM DRAIN LINE/CURVE DATA
F
80 70
90 STA 1+96.20BC
STA 1+05.46 348" SD

91.20 I
N
V

1 2
"

S
D
(72.
6 ±
)

I
N
V

3 6
"
ST
A

1 +
0 2
.
0 0
73 .
1 0

I
N
V
VE
R
I
F
Y

I
N

F
I
E
L
D
CONST. 147.06 LF - 30" HDPE STORM DRAIN
PROP. 12" PVC SDSEE GRADING SHEETS

LINE 'B'
G
H
I
TY
P
E

'
A
'

C
.

O
.

#
4 ST
A

1 +
0 0
.
0 0

80.5± R
I
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TY
P
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'
A
'

C
.

O
.

#
5 ST
A

2 +
5 1
.
0 6
103.0±

R
I
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80 95 95
ST
A

2 +
5 3
.
0 6
90 .
2 0

I
N
V
ST
A

2 +
4 9
.
0 6
89 .
8 7

I
N
V
CONST. 254.01 LF - 30" HDPE STORM DRAIN
S=0.10
0 4
TY
P
E

'
A
'

C
.

O
.

#
6 ST
A

5 +
0 9
.
0 7
115.1±

R
I
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ST
A

5 +
1 1
.
0 7
10 2
.
3 8

I
N
V
ST
A

5 +
0 7
.
0 7
10 2
.
0 5

I
N
V
105
CONST. 228.14 LF - 30" HDPE STORM DRAIN
STA 1+00.0038
CO #4
22F
STA 4+27.30EC
STA 2+51.0629
CO #5
STA 5+09.0729
CO #6
22F
BC
105.2

I
N
V

75.27 INV4" SD
12" SD
S=0.0467
S=0.0114BCST
A

1 +
9 6
.
2 0
ECST
A

4 +
2 7
.
3 0
BC
PROP. 12" PVC SDSEE GRADING SHEETS
ST
A

1 +
0 5
.
4 6
74 .
3 7

I
N
V

8 "

S
D
PROP. 4" PVC SDSEE GRADING SHEETS
LINE "C"SEE SHEET C-2.04
PROP. 8" PVC SDSEE GRADING SHEETS
SE
E

S
H
E
E
T

C
-
2 .
0 4
36" RCP SDJOIN EXIST.

IDENTICALPOINT

IDENTICALPOINT
PROP. FS
PROP. FS
PROP. FSPROP. FS
90 105
18"x8"
115
Q(100)=43.7 cfsV=13.9 fpsQ(100)=43.7 cfsV=19.4 fpsQ(100)=57.03 cfsV=27.3 fps HGL (100)
HGL (100)=75.6(ASSUMED)
HGL (100)
HGL (100)
29 EXIST. 36" RCP- PROTECT INPLACE
EXIST. 18" RCP- PROTECT INPLACE

74.50 I
N
V
4" SD
PROP. 8" PVC SDSEE GRADING SHEETSPROP. 12" PVC SDSEE GRADING SHEETS 115100

88.0 I
N
V
12" SD
100
.
9 I
N
V
8" S
D

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

STORM DRAIN PLAN/PROFILE
17 '
±

M
A
X
.

C
O
V
E
R
IN
S
T
A
L
L

P
I
P
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I
N

B
E
D
D
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G

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R

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A
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S
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O
M
M
E
N
D
A
T
I
O
N
S

F
O
R

C
O
V
E
R

H
I
E
G
H
T
S=0.10
0 4
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
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0 0)SD—t IllI \01 1OiC
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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"300.00 230.14OE
DATE1PROJECT 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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ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26
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91.-00 s9—8
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 DETAILD-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 22E CONSTRUCT 24" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90% INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-GRATE-FULL 36-36-24 (OR APPROVED EQUAL)40 41 INSTALL BIO CLEAN FULL CAPTURE FILTER - BIO-CURB-FULL-24 (OR APPROVED EQUAL) 42 CONSTRUCT 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 23A OUTLET PIPE THROUGH ALLAN BLOCK WALL - SEE DETAIL M/66 ON WALL PLANS 22F CONSTRUCT 30" H.D.P.E. STORM DRAIN PIPE (ADS N-12 DUAL WALL OR EQUAL), BEDDING PERMANUFACTURER'S RECOMMENDATIONS, CLASS 1 COMPACTED TO 90%

CIVILENGINEERINGCONSULTING
999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: [email protected] September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYSTORM DRAIN PLAN/PROFILE 0 10 20 40
SCALE: 1" = 20'
S E
SHEET C-2.04
HORIZ.: 1"=20'
VERT.: 1"=4'
PROFILE SCALES:7+507+006+506+005+50 1+00 1+50
I
80 70
LINE "B"SEE SHEET C-2.03
90 CONST. 26.38 LF - 18" HDPE STORM DRAIN
PROP. 8" PVC SDSEE GRADING SHEETS
LINE 'B'0 10 20 40
SCALE: 1" = 20'
S
E

LINE 'C'

STORM DRAIN LINE/CURVE DATA
J
105
95 115
TY
P
E

'
A
'

C
.

O
.

#
9 ST
A

1 +
3 0
.
3 8

89.5± R
I
M

88.5 ±

R
I
M
TY
P
E

'
A
'

C
.

O
.

#
8 ST
A

1 +
0 0
.
0 0
105
95 115
(71.6
±
)

I
N
V

3 6
"
VERIF
Y

I
N

F
I
E
L
D
ST
A

1 +
0 2
.
0 0
73 .
1 0

I
N
V
ST
A

1 +
2 8
.
3 8
84 .
0 ±

I
N
V
(8
4 .
0 ±
)

I
N
V

1 8
"
VE
R
I
F
Y

I
N

F
I
E
L
D
ST
A

7 +
3 9
.
2 1
10 4
.
9 7

I
N
V
TY
P
E

'
A
'

C
.

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.

#
7 ST
A

7 +
3 9
.
2 1
114.8±

R
I
M
105.60 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
29STA 1+00.00 LINES'B-1' & 'B-2'
LINE 'B-2'SEE SHEET C-2.02
22D
109.12 IN
V
8" SD
EC
SE
E

S
H
E
E
T

C
-
2 .
0 3
PROP. FS PROP. FS
Q(100)=12.4 cfsV=24.7 fps
Q(100)=43.7 cfsV=11.6 fps
HGL (100)=74.6(ASSUMED)
HGL (100)HGL (100)
105.30 INV 24
"
LINE 'B-1'
EXIST. 36" RCP- PROTECT INPLACE
EXIST. 18" RCP- PROTECT INPLACE
EXIST. 36" RCP- PROTECT INPLACE

85.17 I
N
V
4" SD

LINE 'B'

LINE 'C'
S=0.0114
EXIST. GROUND EXIST. GROUND
C0 #8STA 1+00.00JOIN EXIST.36" RCP SD
3829 C0 #9STA 1+30.38 29 38
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38643
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SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

NO.BEARING/DELTA RADIUS LENGTHy43°57'12"300.00 230.14 GR2023-0042N 48°53,39" W 30.38JOE RCE 63912 EXPIRES 9/30/26ENGINEERING MANAGER DATE1PROJECT NO. DRAWING NO.JESSE SANCHEZ—4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021—0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVALBUILDING OFFICIAL DATE DWN BY:

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10'
10'
TEMPORARY SLOPE EASEMENT TO ARCHSTONE-SMITHPER DOC. #2002-0135146(TO EXPIRE ONCE THE CITY OF CARLSBAD ACCESSTHE IMPROVEMENTS IN THE R.O.W.) EASEMENT TO SAN DIEGOCOUNTY WATER AUTHORITYPER DOC. #2014-0105138

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

MATCH LI
N
E

S
E
E

S
H
E
E
T

C
-
4 .
0 3
WHITM
A
N

W
A
Y
F
A
R
A
D
A
Y

A
V
E
.

F
A
R
A
D
A
Y

A
V
E
.

WHITMAN WAY
FA
R
A
D
A
Y

A
V
E
N
U
E
SHEETC-4.01
S

ESHEET INDEX MAP
SCALE: 1" = 500'
MATCH LINE - SEE SHEET C-4.03
MATCH LINE - SEE SHEET C-4.03
MAT
C
H

L
I
N
E

S
E
E

S
H
E
E
T

C
-
4 .
0 2
SHEETC-4.02
SHEETC-4.03
SHEETC-4.04
SHEETC-4.05
SIGNING/STRIPING CONSTRUCTION NOTES:

SEE SHEET C-4.06 FOR ESTIMATED QUANTITIES, NOTES,DETAILS, AND DATUM STATEMENT 2 5
.
3 3
'

15.33 '

26.70'
5 6
.
0 0
'

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

DRIVEWAY
W = 30'
C.L. ST. STA.
1 8
+
4 7
.
0 8

36.00'
3 0
.
0 0
'
1 8
.
0 0
'
2 6
.
2 0
'

18.00'26.00'18.00'
8 .
0 0
'

24.00'

6.50'

18. 0
0 '

26. 0
0 '

6.5 0
'

18. 0
0 '

26. 0
0 '

18. 0
0 '

8. 0
0 '

10.0 0
'

10.00'

10. 0
0 '

10.00 '

10.00'

8.00'
1 0
.
0 0
'
2 6
.
0 0
'
18 .
0 0
'

8. 0
0 '

5. 0
0 '
R12.50'
R74
.
0 0
'
R4
0 .
0 0
'
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
103 PAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 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-4.06105 105
104
101
103
TYP.
102
TYP.

R21
.
0 0
'
100
100
100
101
101
101
102
TYP.
102
TYP.
103
TYP.

9.0 0
'
TY
P
.

9.0 0
'
TYP
.

9.0 0
'
TYP.
102
TYP.

R
1 0
.
0 0
'
R1
0 .
0 0
'
R54.00'

10.50'
R12
.
5 0
'
1 4
.
0 0
'
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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9 HMPBOUNDARY

HMPBOUNDARY

HMPBOUNDARY
118
119
120
10'
10'

L
I
N
E

S
E
E

S
H
E
E
T

C
-
4 .
0 1
MATCH LINE - SEE SHEET C-4.03
MATCH LINE - SEE SHEET C-4.04
MA
T
C
H

L
I
N
E

S
E
E

S
H
E
E
T

C
-
4 .
0 3
SHEETC-4.02
SHEETC-4.03
SHEETC-4.04
SHEETC-4.05
F
A
R
A
D
A
Y

A
V
E
.

WHITMAN WAY
FA
R
A
D
A
Y

A
V
E
N
U
E
SHEETC-4.01
S

ESHEET 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'

10.0 0
'

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. 5
0 '

HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
LEGEND

XX XXXXX X)
O-AO-
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O-III
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X BUILDING OFFICIAL DATE

SHEETSCITY OF CARLSBADSHEET

XP ENGINEERING DEPARTMENT
GRADING PLANS FOR:

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Ig

10'

HMPBOUNDARY

HMPBOUNDARY
115
116
117
118
121
10'
10'

MATCH LIN
E

S
E
E

S
H
E
E
T

C
-
4 .
0 1
MATCH LINE - SEE SHEET C-4.01
MATCH LINE - SEE SHEET C-4.02
MATCH LINE - SEE SHEET C-4.02
MA
T
C
H

L
I
N
E

S
E
E

S
H
E
E
T

C
-
4 .
0 4
F
A
R
A
D
A
Y

A
V
E
.

WHITMAN WAY
FA
R
A
D
A
Y

A
V
E
N
U
E
SHEETC-4.01
S

ESHEET INDEX MAP
SCALE: 1" = 500'
SHEETC-4.02
SHEETC-4.03
SHEETC-4.04
SHEETC-4.05
FA
R
A
D
A
Y

A
V
E
.

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 '

10. 0
0 '
1 0
.
0 0
'

10.0 0
'

10.00'

10. 0
0 '

10.0 0
'

10.00'
R12.5
0 '
SIGNING/STRIPING CONSTRUCTION NOTES:

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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A BUILDING OFFICIAL DATEASPH SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

GR2023-0042OE
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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HMPBOUNDARY

HMPBOUNDARY
108
109
110 111
122
123
124
125 126
10'
10'

L
I
N
E

S
E
E

S
H
E
E
T

C
-
4 .
0 3
F
A
R
A
D
A
Y

A
V
E
.

WHITMAN WAY
FA
R
A
D
A
Y

A
V
E
N
U
E
SHEETC-4.01
S

ESHEET INDEX MAP
SCALE: 1" = 500'
SHEETC-4.02
SHEETC-4.03
SHEETC-4.04
SHEETC-4.05
F
A
R
A
D
A
Y

A
V
E
.

MATCH LINE - SEE SHEET C-4.05
32 .
6 7
'

20.67'
DRIVE
W
A
Y
W = 2
6 '
C.L. S
T
.

S
T
A
.

3 3
+
6 6
.
9 2

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 .
0 0
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8.00 '

10.50'

14.00'
10 .
0 0
'

10.00'

7.00'

10. 0
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10.00'

10.00'
10 .
0 0
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6.00 '
1 0
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0 0
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1 8
.
0 0
'
2 6
.
0 0
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1 8
.
0 0
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1 0
.
0 0
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1 5
.
0 0
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R36.
0 0
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R13.00'
R12.50'
SIGNING/STRIPING CONSTRUCTION NOTES:

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

14.00 '
10 .
5 0
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R
1 2
.
5 0
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10.50'

HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
LEGEND

ACCESSIBLE PATH OF TRAVEL
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38647
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122
123
125 126
127
128
10'
10'

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ESHEET INDEX MAP
SCALE: 1" = 500'
SHEETC-4.02
SHEETC-4.03
SHEETC-4.04
SHEETC-4.05
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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

14.0 0
'

8. 0
0 '

14.00 '

14. 0
0 '

14.00 '

14.00'

14.00'
SIGNING/STRIPING CONSTRUCTION NOTES:

10.50'
R21.50'

HORIZONTAL CONTROL/SIGNING AND STRIPING PLAN
LEGEND

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BUILDING OFFICIAL DATE

SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

GR2023-0042OE
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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GENERAL NOTES

1. CONTRACTOR SHALL REFERENCE ARCHITECTURAL AND/OR LANDSCAPE PLANS FORADDITIONAL HARDSCAPE REQUIREMENTS AND DETAILS AND DIMENSIONS.2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING LANDSCAPE ANDHARDSCAPE IMPROVEMENTS AS NECESSARY TO CONSTRUCT IMPROVEMENTS SHOWNHEREON.3. ALL SIDEWALKS, CURB RETURNS, AND ACCESS POINTS SHALL MEET TITLE 24 ANDAMERICANS 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 CODESECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THEFOLLOWING 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 COORDINATESSHOWN HEREON ARE EXPRESSED IN TERMS OF GROUND DISTANCES. FROM THE GRID COORDINATE NORTH1,995,736.572 AND EAST 6,240,281.313 APPLY THE RECIPROCAL OF THE AVERAGE COMBINATION FACTOROF 0.999 961 32 TO OBTAIN GROUND COORDINATES.

BENCHMARK:THE ELEVATIONS SHOWN HEREON ARE BASED UPON CITY OF CARLSBAD LOCAL NGVD29 DATUM; SAIDELEVATIONS ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING CITY OF CARLSBADLOCAL 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 IMPROVEMENTSINCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICALCONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCTTHE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEYWORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALLPROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTSINCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVINGEDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS,SEATING, SHADE STRUCTURES, PLAY FEILDS AND APPURTENANCES, CURB ANDGUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC.

B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTSSHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OFCONSTRUCTION FOR HIS USE IN PREPARING THE NECESSARY FIELD SURVEYING /LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BETHE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THESURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS.

THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCESMAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARDCOPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENTTHAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPYCONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED ORSEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THECONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS ANDSHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'SATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESEELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLYWITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THENEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS,TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THEWORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT.

THE DIGITAL INFORMATION PROVIDED BY civTEC SHALL NOT BE USED FOR ANYPURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BERELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF civTEC.THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENTOF 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.

DESCRIPTION QUANTITY

SIGNING/STRIPING CONSTRUCTION NOTES & ESTIMATED QUANTITIES LS

NOTICE TO THE CONTRACTOR
THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYINGPLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATEOF ALL IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HISBID(S) AND CONTRACT(S).

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

INSTALL ADA SIGNAGE PER LANDSCAPE ARCHITECT'S PLANS LS
103 LSPAINT EV PARKING STALL STRIPING PER LANDSCAPE ARCHITECT'S PLANS 104 2 EA SCALE:N.T.S.

SCALE:N.T.S.
6'
5-
12"
7"
9"
LEGEND:
#5 REBAR WITH 2'-0" EMBEDDED INTOASPHALT.
#3 REBAR
TOP OF ASPHALT.

NATURAL GRAY PRECAST CONCRETEWHEELSTOP.

EPOXY WHEELSTOP TO PAVING
NOTES:
24 "
PLAN

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

INSTALL ADA PARKINGSTALL SIGNS PERLANDSCAPEARCHITECT DRAWINGS TRUNCATED DOMES- WAUSAUTILE STANDARDTEXTURE ADA-3,STANDARD COLOR U3008- WHERE SHOWN ON PLAN 12:1 MAX.

CURB RAMP PER PLAN- WHERE SHOWN ONPLAN
4'

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WHEEL STOP PER DETAILTHIS SHEET
6" C.F.
3' O.C.

TYP.

PAINT "NO PARKING" INWHITE LETTERS 12" HIGHPER CBC SEC. 11B-502.3.3

SIDEWALK
PAINT INTERNATIONALSYMBOL OF ACCESSIBILITYMIN. 36"x36" PER CBCSEC. 11B-502.6.4.1 AND11B-703.7.2.1NO

PARKING
VAN
9' MIN.- SEE PLAN
5' MIN. TO 8'MIN. FOR VAN- SEE PLAN 9' MIN.- SEE PLAN
2'
18 '

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1 1
2 3
4 A
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3 1
2 4
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1 4
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36 "
2'
PAINT 4" WIDEBLUE STRIPE
PAINT 4"WHITE STRIPE(TYP.)

SEE PLAN
NOTE:REFER TO APPROVED LANDSCAPE ARCHITECT PLANS FORALL PARKING LOT STRIPING AND ALL SITE ACCESSIBILITY. 18 '

M
I
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.

PARKING STALL STRIPING3 SCALE:N.T.S.

PAINT 3" WIDE WHITE STRIPES PERSTD. SPECIFICATIONS FOR PUBLICWORKS 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-4.06105 2 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 DOMEBUMP PADS ARE TO BEPAVERS, NO WET-SET PLASTIC. 36 "

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INSTALL TRUNCATED DOMES PER S.D.R.S.D. DWG. NO. G-30 AND DETAIL ON SHEET C-0.07106 LS 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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(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 CAMANUAL 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 AUTHORIZEDREPRESENTATIVE PRIOR TO FABRICATION.

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

CITY OF CARLSBAD

ENGINEERING DEPARTMENT

20.0 SHEET INDEX
SHEET 44.TITLE SHEET AND NOTES
SHEET 45. WALL PLAN VIEWSHEET 46. WALL PLAN VIEWSHEET 47. WALL PLAN VIEW SHEET 48. WALL D, E AND F PROFILES
SHEET 49. WALL H, I AND J PROFILESSHEET 50. WALL K1, K2 AND L1 PROFILESSHEET 51. WALL L1 AND L2 PROFILES SHEET 52. WALL M1, M2, N AND O PROFILESSHEET 53.WALL P, Q, R, S1 AND S2 PROFILESSHEET 54. WALL T1, T2, U AND V PROFILES SHEET 55. WALL BASIN A, BASIN E, BASIN G1, BASIN G2 PROFILESSHEET 56. WALL BASIN H PROFILESSHEET 57. TYPICAL WALL SECTIONS SHEET 58. CONSTRUCTION DETAILS
SHEET 59. CONSTRUCTION DETAILS

9.0 ERECTION NOTES1. 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 SPECIFIEDHEREIN.

3. PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL ANDALIGNMENT. 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 ASTRING LINE MEASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETEWALL 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 WITHIN9 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 WALLUNITS, 1 PERCENT (MINIMUM) TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECTIONDRAINAGE 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 ARECOMPACTED 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 THELOCATING 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 WALLUNITS 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 OFTHE 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 COMPACTEDBACKFILL 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 BACKFILLSOILS. 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 THEGEOSYNTHETIC 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 GEOSYNTHETICREINFORCEMENT. 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 NOTES1. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH DESIGN PARAMETERSARE 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 THERESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ENGINEER OF RECORD SO THE RETAINING WALLSYSTEM 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 PCFRETAINED 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 PCFRETAINED SOIL (SITE):PHI = 26 DEGREES C= 0 PSF GAMMA = 139 PCFFOUNDATION 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 SHEET5. GEOTECHNICAL PARAMETERS USED FOR DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALLCONSTRUCTION.

6.LATERAL EARTH PRESSURES ARE DETERMINED USING RANKINE EARTH PRESSURE THEORY7. INTERNAL STABILITY OF WALLSA.MINIMUM FACTOR OF SAFETY ON GEOGRID STRENGTH = 1.50 B. MINIMUM FACTOR OF SAFETY ON GEOGRID PULLOUT = 1.50C. PERCENT COVERAGE OF GEOGRID = 100%8. EXTERNAL STABILITYA. MINIMUM FACTOR OF SAFETY AGAINST BASE SLIDING = 1.50 B. MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING = 2.00C.MINIMUM FACTOR OF SAFETY AGAINST SOIL BEARING OVERSTRESS = 2.00D. UNIFORM SURCHARGE = AS SHOWN ON STRUCTURAL CALCULATIONS E. BACKFILL SLOPE = AS SHOWN ON SITE PLAN AND STRUCTURAL CALCULATIONS9. 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 NOTES1. 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) WHEREHAND-OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES (LOOSE THICKNESS) WHERE HEAVY, SELFPROPELLED COMPACTION EQUIPMENT IS USED.

A. ONLY LIGHTWEIGHT HAND-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAININGWALL 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 OFTHE 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 THERETAINING WALL SYSTEM.

B. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENTCONSTRUCTION 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 WINTERCONSTRUCTION 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 OFCONSTRUCTION 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 ASMANUFACTURED BY ORCO BLOCK UNDER LICENSE FROM ALLAN BLOCK CORPORATION.2. GEOSYNTHETIC REINFORCEMENT: MIRAGRID AS SHOWN ON THE DRAWINGS.

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

SIEVE SIZE PERCENT PASSING
1 INCH 1003/4 INCH 75 TO 100NO. 4 0 TO 60
NO. 40 0 TO 50NO. 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 INACCORDANCE WITH ASTM D448:

SIEVE SIZE PERCENT PASSING
1 INCH 1003/4 INCH 75 TO 100NO. 4 0 TO 60NO. 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 FOLLOWINGGRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448:

SIEVE SIZE PERCENT PASSING
3 INCH 100
1 INCH 75 TO 100NO. 4 20 TO 100NO. 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 D3034AND/OR ASTM F405.

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

1.0 SCOPE OF WORK1. THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING ALLAN BLOCK AND MIRAGRID GEOGRID REINFORCED SOILRETAINING 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 THECONSTRUCTION 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 INSPECTIONS1. 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.G.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 SHALLBE ON A PERIODIC BASIS.

4. TYPE AND EXTENT OF EACH TEST:A.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 PARAMETERSAND 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 THEGEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL CONSTRUCTION. PLACEMENT OF GEOSYNTHETIC REINFORCEMENT SHALL BE CONTINUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHORRETAINING 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 VERIFIEDCOMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR EVERY 20-40 YARDSOF 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 INSPECTIONSREQUIRED TO BE PERFORMED BY THE BUILDING INSPECTOR.

2.0 REFERENCE DOCUMENTATION1. 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 PROVISIONS1. 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 SUBSOILEXPLORATION; 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 THEEXECUTION 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 OFCONSTRUCTION.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. REDONE ASSUMES THAT OTHERS HAVE DETERMINED THE SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDEDTO 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 POSTCONSTRUCTION SETTLEMENT AND MOVEMENT. ALL IMPROVEMENTS (I.E. PAVEMENTS, CURBS, TRASH ENCLOSURES, UTILITYLINES ETC.) SHOULD BE DESIGNED TO HANDLE DIFFERENTIAL SETTLEMENT UP TO 1% OF TOTAL WALL HEIGHT.

7.0 FOUNDATION SOIL NOTES1. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, OR AS DIRECTED BYTHE PROJECT GEOTECHNICAL ENGINEER.

2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO EXAMINE FOUNDATION SOIL TO ENSURE THAT THEACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS AREDEFINED 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 WILLREQUIRE 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 FOUNDATIONSOILS 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 NOTES1. 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 NOTES1. WALL CONSTRUCTION TOLERANCES:

A. VERTICAL ALIGNMENT: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHESOVER 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 INCHESOVER 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 RETAININGWALL UNITS.D. BULGING: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE.

14.0 FIELD QUALITY CONTROL AND QUALITY ASSURANCE NOTES1. 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 INACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS.3. CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWINGS AT THEINSTALLER'S EXPENSE.

4. PROJECT GEOTECHNICAL ENGINEER TO PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED ANDCOMPACTED 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 AREACOMPACTED BY THE HAND-OPERATED COMPACTION EQUIPMENT.

5. PROJECT GEOTECHNICAL ENGINEER TO TEST ALL SOIL PROPOSED FOR USE IN THE SEGMENTAL RETAINING WALLCONSTRUCTION, INCLUDING SOIL IN THE FOUNDATION, RETAINED AND REINFORCED ZONE OF THE WALLS, TO VERIFYCOMPLIANCE WITH THE MATERIAL SPECIFICATIONS AND ENGINEERING PROPERTIES.

13.0 UTILITY NOTES1. 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 DESIGNAND/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 THERETAINING WALL THE STORM WATER PIPE MUST BE WATER TIGHT. NEOPRENE O-RINGS MUST BE INSTALLED AT ALL STORM PIPEJOINTS AS A MINIMUM.

4. WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL. LEAKAGEBEHIND A RETAINING WALL WILL INCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. FORTHIS 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 GEOTECHNICALPARAMETERS 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 ANCHORBLOCK 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. M3CIVIL ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OFTHE 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 ORSURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THEENGINEER 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 RETAININGWALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THEENGINEER 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, THEENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THEDESIGN 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 PROJECTSPECIFICATIONS, 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 CODEALL DESIGN CONSTRUCTION SHALL CONFORM TO THE 2022 CBC AND ASCE 7-16.

5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALIFICATIONS1. 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 NOLESS 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 SUBMITTALS1. THE GEOTECHNICAL ENGINEER SHALL SUBMIT VERIFICATION TO M3 CIVIL ENGINEERING PRIOR TO THE START OF SEGMENTALWALL CONSTRUCTION THAT ALL SOILS PROPOSED FOR CONSTRUCTION MEET THE REQUIREMENTS OF THIS SPECIFICATION.

M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 [email protected] 08/08/2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY
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08/08/2025

TITLE SHEET AND NOTES
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
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CARLSBAD VETERANS MEMORIAL PARKALLAN BLOCK RETAINING WALL PLANS ()
o
00 DECLARATION OF RESPONSIBLE CHARGE

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, LIMITED TO WORKTO BE DONE ON SHEETS , THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE CD
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BY:DATE:

E. 68429
EXPIRES 09-30-25

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THIS PLAN HAS BEEN REVIEWED BYNCE ALLAN BLOCK RETAINING WALL PLANS FOR:SOUTHERN CALIFORNIA GEOTECHNICAL, INC. FOR CONFORMANCE WITHOFESONAPPLICABLE GEOTEHNICAL REPORTS FOR ROFESSo,THE PROJECT SITE. REVIEW WAS LIMITED GR2023-0042YoTO GEOTECHNICAL ASPECTS OF THE PLAN ONLY. WE MAKE NO REPRESENTATION AS JASON S. GELDERT(QNo. 68429 FA(TO THE ACCURACY OF DIMENSIONS!No. 2364MEASUREMENTS, 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 O QK o
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REVIEWED BY:DATE 4/3/2025
DWN BY:CHKD BY:RVWD BY:

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DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.

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I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.

M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049PHONE: 760-802-1772 orLi
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M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 [email protected] 08/08/2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY
SHEET RW-1.01

WALL PLAN VIEW
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
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SHEET RW-2.06

WALL PROFILES
8/8/2025 8:08:04 AM
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38659
165 0 1165
155 155(- 30”
=====
654555
= = EEEEE
95 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 [email protected] 08/08/2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY
SHEET RW-2.07

WALL PROFILES
8/8/2025 8:08:54 AM
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38660
140 140
—
Olp135 135134 50 JX133.86TY13323 IV ——5 i i i i i—i i—r I I I I I I T T T T T T T Tl96 TV —1 1 I 1 1 1 1 ——1 1 1 1 1 1 I —I 1 1 1 I 1 I 1 I 2 2 2TIJ T T T T T TT130.68 TV II———1111111 §130 —T !ITTI I I I I I I I I I I I I I I I I I I I I I I I I II- 0 2 I L J I LL Ll JID C !!§5 IJHOIT I I I—I I L I I I I I I !I I T T T T T T T T T 127.20 BTMT T T T T T T T T T T T T T T T T T T T T I 126.56 BTM0T T T T T T T T T T T T T 1 I I T T T T TI I I I I I I I I I 125.92 BTM1111 1 1 1 1 1125 o 125T125.29 BTM 30” -
=========
25 E
25 J
1 —
45 608
1—1JA <_ O' o
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II II
J5
JI I
I
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J5
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M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 [email protected] 08/08/2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY
SHEET RW-2.08

WALL PROFILES
8/8/2025 8:09:53 AM
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38661
GRID LENGTH = 9.0'GRID LENGTH = 12.0’
0+00.00 TO 1+01.37 1+01.37 TO 1+43.9865 65
0—
C-Q o OuO60—o 30”
—E
IIII
0 95
—
—
1I
25 I I
I
T
I
I
T

M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 [email protected] 08/08/2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAY
SHEET RW-2.09

WALL PROFILES
8/8/2025 8:10:40 AM
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
38662
.95IGRID LENGTH = 12.0’GRID LENGTH = 9.0’
0+00.00 TO 0+80.80 0+80.80 TO 1+98.340- •(X908 .90 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 923OCEANSIDE, CA 92049760-802-1772 [email protected] 08/08/2025 VETERANS MEMORIAL PARKFARADAY 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
38663

PER PRUFILE
2:1 MAX. SLOPE V22AKK2
FINISHED GRADE222222055520‘ BENCH
A
22222 A
A
• 4°*
A
A —-1‘
A

SITE SOIL A
AIr7
A
A
4: • V

AEXISTING/FINISHED GRADE
AAl
EXISTING/FINISHED GRADE 60
°Al4: 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 IMPORTAND 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" WIDE3/4" CRUSHED RUCK

FOUNDATION SUIL (SITE)

RETAINED SUIL (SITE)

RETAINED SUIL (SITE)
FOUNDATION sniL (SITE)

FOUNDATION SUIL (SITE)
24" WIDE3/4" CRUSHED RUCK
PPpMinfn DAYLIGHT
24" WIDE3/4" CRUSHED RUCK
24" WIDE3/4" CRUSHED RUCK
PPMinf n DAYLIGHT
r1
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 923OCEANSIDE, CA 92049760-802-1772 [email protected] 08/08/2025 VETERANS MEMORIAL PARKFARADAY 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
38664
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.0.317fta0.635ftf A
A< .'f.0.317fty0.875 ft0.735 ft0.875 ft0.735 ft1.469 ft 1.469 ft

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

4. TRIM REINFORCEMENT TO FITCURVE. MINIMUM GRID LENGTH %TO MATCH DESIGN LENGTH A i 4ayAAD— H/2
4/.

ALLAN BLOCK UNIT
1-

4. SHEETSSHEET
THIS PLAN HAS BEEN REVIEWED BYNCE ALLAN BLOCK RETAINING WALL PLANS FOR:SOUTHERN CALIFORNIA GEOTECHNICAL, INC. FOR CONFORMANCE WITHOFESON
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 ©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 *

DOVERISOMETRIC VIEW
ADDITIONAL WALL ROCK TO EXTEND H/2

PRINCIPAL

REINFORCEMENT

DIRECTION

PRINCIPAL REINFORCEMENT

DIRECTION

PRINCIPAL REINFORCEMENT DIRECTION

BORDEAUXPLAN VIEW

BARCELONA

PLAN VIEW

BARCELONAISOMETRIC VIEW

ALLAN BLOCK UNIT WITH BACK

WINGS REMOVED
'5

EUROPASECTION 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 rTecHUs" 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 OFSLEEVE IMMEDIATELY

BEHIND TOPMOST
BLOCK UNIT.

FILL SLEEVE WITHCONCRETE, SET
FENCE POST.

GEOGRID
CUT THE GEOGRIDAROUND THESLEEVE-IT™ SYSTEM

AS NECESSARY

PERFORATED LID
POCKET
TOWER
BASE
FEET

UNIT BACK
59 ™ ™

GEOGRID/BLOCK CONNECTION DETAIL

NOT TO SCALE
H
59 CUT GEOGRID AROUNDSTORM DRAIN PIPE
12" MAX. DIA. THIS PROJECT

CUT SLIT IN GEOGRID TO ALLOWMATERIAL TO LAY DOWN BEHIND

STRUCTURE

MSE WALLBLOCK
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 UNITSTO WITHIN 1/2" OF PIPE
TYP. MSE WALL
SAWCUTBLOCK UNITSTO WITHIN1/2" OF PIPE

CUT GEOGRID AROUNDSTORM DRAIN PIPE

GEOGRID BEYONDEACH SIDE OF PIPE

STORM DRAIN THROUGH FACE OF WALL

NOT TO SCALE
M
59 M3 CIVIL ENGINEERING, INC.PO BOX 923OCEANSIDE, CA 92049760-802-1772 [email protected] 08/08/2025 VETERANS MEMORIAL PARKFARADAY 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
38665
T227

2.2.ni2.2.2.

I‘A

2.4‘f
°Al4
I —

T T TI I I I
I
1 —I 5
i—

SHEETSSHEET
THIS PLAN HAS BEEN REVIEWED BYNCE ALLAN BLOCK RETAINING WALL PLANS FOR:SOUTHERN CALIFORNIA GEOTECHNICAL, INC. FOR CONFORMANCE WITHOFESON
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

GEDGRIDREINFORCEMENT
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
II
___
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'
0 75 150 300
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 CONSTRUCTEDAND OPERATING IN COMPLIANCE WITH THE APPLICABLEREQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE:

1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPSPRIOR TO CONSTRUCTION, DURING CONSTRUCTION, ANDAT FINAL INSTALLATION.2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPSARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTSOF THE APPROVED PLANS.3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATERQUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED.

PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLEFOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVEDOR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THEAPPROVAL 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
2 TYP.
2 TYP.
2 TYP.
2 TYP.

CATCH BASIN STENCILING

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

BROOKS PRODUCTS 3636CATCH BASIN AND GRATE
3'
3:1 SL
O
P
E
MAX.- SEE
P
L
A
N
6" PERFORATED PVC PIPE @ 0% SLOPE5-FEET O.C.- PLACE PERFORATIONS DOWN PO
N
D
I
N
G

D
E
P
T
H

VARIES - SEE PLAN FOR SHAPE
18" DEPTH 3/4" CLEANCRUSHED ROCK- ANGULAR
24" MIN. DEPTH OF ENGINEEREDSOIL
3"
SO
I
L
S

M
E
D
I
A
DE
P
T
H

A
(1
8 "

M
I
N
.
)
GR
A
V
E
L

D
E
P
T
H

B
3" STANDARD SHREDDED AGEDHARDWOOD MULCH
3"
SURFACEELEV. PERPLAN

PER PLAN
BOT. ROCK ELEV. PER PLAN

IMPERMEABLE LINER
IMPERMEABLE LINER- 30 MIL (MIN.)

ALLAN BLOCKWALL WHERESHOWN ON PLAN
12 "

F
R
E
E
B
O
A
R
D
4" DEPTH CLEAN WASHEDPEA GRAVEL
EXCAVATED SLOPE1:1 MAX.

FLOW CONTROL OUTLET FORHYDROMODIFICATION - C
SEE DETAIL AND TABLE ONSHEET C-0.08 FORHYDROMODIFICATIONOUTLETS FOR BASINS BC, E,F, AND H RI
S
E
R

D
E
P
T
H

D
SU
R
F
A
C
E

D
E
P
T
H

F
FILTER FABRIC MARAFI 140 N ORAPPROVED EQUAL ABOVE GRAVEL

SUBDRAINPER PLAN

COMPACTED SUBGRADE PER SOILSENGINEER RECOMMENDATION
2'
2'
1'

LINERTERMINATIONON SLOPE

BMP TABLE
BMP ID BMP TYPE SYMBOL CASQA NO. QUANTITY DRAWING NO.SHEET NO.(S)INSPECTIONFREQUENCY MAINTENANCEFREQUENCY

HYDROMODIFICATION AND TREATMENT CONTROL
A-L BIOFILTRATION BF-1 12 EA DWG. 546-1A C-1.01-C-1.20 SEMI-ANNUALLY ANNUALLY LOW IMPACT (L.I.D.) BMPs
1 PERVIOUS PAVEMENTOR D.G.TC-10 191,680 SF DWG. 546-1A C-1.01-C-1.20 SEMI-ANNUALLY ANNUALLY

SOURCE CONTROL
2 STENCILS NO DUMPING -DRAINS TOWATERWAYS SD-13 4 EA DWG. 546-1A C-1.03, C-1.08,C-1.15 SEMI-ANNUALLY AS NEEDED ORAT MINIMUMEVERY 5 YEARS

LANDSCAPE AMENDED AREA
3 AMENDED SOIL N/A 23.3 ACRES DWG. 546-1A C-1.01-C-1.20 SEMI-ANNUALLY AS-NEEDED 3 3
3 333

WHITMANWAY
CAN
N
O
N

R
D
.

TOLKIEN WAY
FA
R
A
D
A
Y

A
V
E
.

NOTE TO CONTRACTOR:

AREAS TO BE RE-TILLED AND AMENDED TO MEET THE CRITERIA OF THE FACTSHEET, 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 AMINIMUM 6” LAYER OF AMENDED SOIL TO PRODUCE FINAL FINISHGRADE REQUIREMENT. PROPOSED LANDSCAPE AREAS INCLUDINGAREAS TO BE GRADED OR THAT HAVE BEEN DISTURBED BYCONSTRUCTION THAT ARE THE BE PLANTED AS SHOWN ON THEDRAWINGS REQUIRE AMENDED SOIL ACROSS THE ENTIRE PLANTINGAREA. SUB-GRADE SHALL BE CROSS-RIPPED OR CULTIVATED TO ADEPTH OF 10” UNTIL THE ENTIRE 10” DEPTH IS LOOSE AND FRIABLE.PLACE THREE INCHES OF AMENDED SOIL UNIFORMLY OVERSUB-GRADE AND THOROUGHLY CULTIVATE BEFORE PLACINGREMAINING TOPSOIL. PLACE SOIL AND BRING TO A SMOOTH, EVENGRADE. SEE SOIL SPECIFICATION SECTION FOR REQUIREMENTS.

CIVILENGINEERINGCONSULTING
999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: [email protected] September 9, 2025 VETERANS MEMORIAL PARKFARADAY AVE./WHITMAN WAYSINGLE 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
38666Jesse 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 durableJmaterials, permanently mounted and in a visible location.ASPH ASPH *
ASPH DRAINS TO OCEAN5"Y6.
do0
24”- -
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V (

JW C C C C C C C C C C C C C CJC(WWA CW

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:

GR2023-0042OE
RCE 63912 EXPIRES 9/30/26ENGINEERING MANAGER DATEtPROJECT 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:
gl AI W I II
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KEEPING OUR WATERWAYS CLEAN

MAINTAIN WITH CARE-NO MODIFICATIONS WITHOUT AGENCY APPROVAL

PERMANENT WATER QUALITY

TREATMENT FACILITY
Signage size shall be no
7)7 /1
eR0EESS/on,.
g(0
1 WX
y \ NV NV
IIIT H ¥1
APPROVED: JASON S. GELDERTJasow MM___________
1-T
go3 POOL

CITY OF CARLSBADENGINEERING DEPARTMENT

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114F 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.
38667
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 INITIALParks & 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 ENTRYPLAZA AND SITEFURNITURE (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 PA
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LIMIT O
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P
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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 TOLANDSCAPE

ARCHITECT PLANS)

PERIMETER FENCE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

PERIMETER FENCE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)

PERIMETER FENCE
(REFER TO

LANDSCAPEARCHITECT PLANS)

PERIMETER FENCE
(REFER TO

LANDSCAPE

ARCHITECT PLANS)
F

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 :
38668
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-0.02 546-1A
Jesse Sanchez 10/9/25
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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

BIKE TRAIL STAGING AREA
10' WIDE MAINTENANCE / EMERGENCY ACCESS
WITH A 2' BENCH ON EACH SIDE

STORM WATER BASIN 'H' (REFER TO CIVIL AND

LANDSCAPE SHEETS)

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.
38669
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE BP-0.03 546-1A
Jesse Sanchez 10/9/25
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BUILDING SKATEBOARDING
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newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114F 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.38670 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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JESSE SANCHEZ

BUILDING OFFICIAL DATE

UNDERGROUND SERVICE ALERT
DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIALPAAjailorLtREVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL )

DUAL SLALOM

RACE COURSE

TWO WORKING DAYS BEFORE YOU DIG
CALL: 811
• City of Carlsbad

VETERANS MEMORIAL PARK BIKE PARK ARTISTIC RENDERING
PROJECT NO.

CIP 4609

CITY OF CARLSBAD

PARKS & RECREATION DEPARTMENT
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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 TOLANDSCAPE 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

Carlsbad City CouncilOctober 21, 2025

Carlsbad City Council
October 21, 2025