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

Bike Park Users
Bike park users include City of Carlsbad residents and non-residents. Since there are limited existing bike park amenities in the region, Carlsbad residents that are specifically seeking bike park amenities would need to travel long distances.

City of Carlsbad Resident Bike Park Users
Geospatial analysis was performed to determine the driving distance from the centroid of each census tract within the City of Carlsbad to the three similar bike parks described in the previous section and the comparative distance to the proposed project location (see Appendix). These distances were used to estimate the difference in VMT generated by Carlsbad residents making a round-trip to the bike park.

Table 6 shows the average distance of Carlsbad residents traveling to the existing sample bike parks as compared to their distance to the project. As shown, the distance to the project is substantially less than to other available bike parks in the region.

Table 6: Average Travel Distance of the City of Carlsbad Residents to Bike Parks Parks Weighted Average Distance per
Residents Round-trip1
Sweetwater Bike Park 82.62 miles
Greg Cox Bike Park 86.70 miles
Pacific Highlands Ranch Park 35.85 miles
Veterans Memorial Bike Park 11.67 miles
Source: Fehr & Peers, 2021.

Notes:
1 Weighted average was calculated based on the population of the City of Carlsbad census tracts.

Non-Resident Bike Park Users
Bike park users of the project are expected to also include non-residents from nearby cities.

According to big data, there is no significant difference between the average travel distance of bike park users and other park users. Generally, the average travel distance of park users is approximately 12 miles (or 24 miles round-trip). Based on Tables 2 and 3 that summarize the big data, Non-residents within the 12-mile buffer of the project are shown in Figure 6.

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A geospatial analysis was performed to calculate the average travel distance of the non-residents within 12-miles of Veterans Memorial Park to the existing three bike parks as well as the Veterans Memorial park (see Appendix). Table 7 shows the average round-trip travel distance for non- residents.

Similar to residents, the round-trip travel distance of the non-residents to the project will be substantially less than no project condition.

Table 7: Average Travel Distance of the Non-Residents to Bike Parks Parks Weighted Average Distance per
Non-Residents Round-trip1
Sweetwater Bike Park 92.68 miles
Greg Cox Bike Park 93.58 miles
Pacific Highlands Ranch Park 45.36 miles
Veterans Memorial Bike Park 19.25 miles
Source: Fehr & Peers, 2021.

Notes:
1 Weighted average was calculated based on the population of the census tracts.

Based on this analysis of travel distance, the bike park users would not increase regional VMT, and to the extent that people are seeking out bike park uses, are expected reduce regional VMT.

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Curious Park Users
We expect curious users to make up the smallest proportion of overall park uses. Even though curious users will represent a small portion of park use, their trips may slightly increase regional VMT, since they are willing to drive a bit further to seek out a new, cool park, especially during the first couple years of the park opening and they may represent new trips/VMT within the region.

However, based on the big data, this phenomenon does not seem to be extensive given that the brand-new Sweetwater bike park use had similar user travel distance to more established parks such as the Encinitas Community Park. However, to represent a worst-case scenario, we are considering the curious park users in our user profile.

In some cases, curious residents and non-residents visiting Veterans Memorial park may have longer trip lengths depending on their home locations, while in some other cases the trip length may be shorter. In addition, curious park users may be a combination of people who are redirecting to a different park or people who are a brand-new trip. Using the 12-miles buffer, as a proxy for where people live in relation to the project site, we performed a GIS analysis to calculate the population within this buffer around the project site as well as three existing bike parks in the county.

Based on the analysis, it is observed that it is relatively densely populated around the project within the 12-mile buffer, as summarized in Table 8, therefore, our expectation is that most curious users, like other park users, would primarily originate within that buffer. Therefore, the curious users that are redirecting from a different park would not increase regional VMT. Curious users that are brand new park trips may slightly increase regional VMT; however, given that this sub-group is expected to be small, the increase in VMT would be more than offset by the reduction in VMT due to general park users and bike park users.

Table 8: Population within 12-mile Buffer Around Bike Parks Parks Population within 12-mile buffer
(in thousands)
Greg Cox Bike Park 330
Pacific Highlands Ranch Community Park 550
Veterans Memorial Park 610
Sweetwater Bike Park 1,050
Source: Fehr & Peers, 2021.

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Overall Change in Regional VMT
This section provides calculations of change in VMT associated with each park user group. Since it is unknown how many users will be in each user category, we have provided the calculations based on a range of different assumptions for user breakdown. This is intended to provide a range of the change in VMT and show the expected VMT trend (reduction or increase in regional VMT). Table 9 displays the relative change for each user group based on the data presented in the previous sections.

Table 9: Relative Change in VMT for Each User Group
Park Users Effect on VMT
General Park Users Residents Reduction
Bike Park Users
Residents Reduction
Non-residents Reduction
Curious Park Users
Residents/redistributed trip Reduction
Residents/new trip Increase
Non-residents/redistributed trip Reduction
Non-resident/new trip Increase
Source: Fehr & Peers, 2021.

Based on the approved scoping agreement, the project is estimated to generate 893 (447 inbound and 446 outbound) daily weekday vehicle trips and 1,099 (550 inbound/449 outbound) weekend daily vehicle trips. To provide a range in expected VMT, we estimate the total vehicle trips of each user type and their trip length before and after the project condition to calculate the overall change in VMT. We used engineering judgment and information from the big data sources to arrive at the following assumptions for two scenarios. Scenario 1 includes more conservative assumptions than scenario 2, as explained in Table 10. Therefore, we expect the VMT change to be somewhere in between these two scenarios.

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Table 10: Scenario Assumptions Trip Percentages and Round-Trip Travel Distance Park Users
Trip
Percentage
(Scenario 1)1
Trip
Percentage
(Scenario 2)1
Average Trip
Length
(miles) - w/o
Project
Average Trip
Length (miles)
- with Project
General Park
Users2
Residents/Non-
residents 80% (70%) 50% (45%) 16.0 11.67
Bike Park Users3
Residents 10% (10%) 15% (15%) 35.85 11.67
Non-residents 4% (10%) 25% (30%) 45.36 19.25
Curious Park
User4
New trips 3% (5%) 5% (5%) 0 24.0
Redistributed
trips 3% (5%) 5% (5%) 24.0 24.0
Source: Fehr & Peers, 2021.

Notes:
1 Based on our engineering judgement.
2 Without Veterans Memorial Park, the round-trip travel distance of general park users was assumed 16 miles (the average trip length of park users on weekdays based on big data). After the project is implemented, general park users travel distances were assumed to be similar to residents bike park travel distances. 3 Bike park users are 50% residents and 50% non-residents. Without Veterans Memorial Park, all bike park users were assumed to go to the closest bike park (Pacific Highlands Ranch). 4 Curious users are 50% new trips and 50% redistributed trips. Their round-trip travel distances before and after the project were assumed 24 miles (average trip length based on big data).

The regional change in total VMT attributed to the Veterans Memorial Park project is expected to be somewhere between scenario 1 and scenario 2, as summarized in Tables 11 through 14. The project is expected to generate about 3,108 to 5,514 fewer vehicle miles on weekdays and about 4,433 to 7,389 fewer vehicle miles on weekends as compared to before the project was built.

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Table 11: Change in VMT on Weekdays Scenario 1
Park Users
Without Project With Project
Difference
#Trips
Trip
Length
(Round-
trip)
VMT #Trips
Trip
Length
(Round-
trip)
VMT
General Park
Users Residents 358 16.00 5,728 358 11.67 4,178 -1,550
Bike Park Users
Residents 45 35.85 1,613 45 11.67 525 -1,088
Non-
residents 18 45.36 816 18 19.25 347 -470
Curious Park
Users
New Trips - - - 13 24.00 312 312
Redistributed 26 24.00 624 13 24.00 312 -312
Total 447 - 8,782 447 - 5,674 -3,108
Source: Fehr & Peers, 2021.

Table 12: Change in VMT on Weekends Scenario 1
Park Users
Without Project With Project
Difference
#Trips#Trips
Trip
Length
(Round-
trip)
VMT #Trips
Trip
Length
(Round-
trip)
VMT
General Park
Users Residents 385 16.00 6,160 385 11.67 4,493 -1,667
Bike Park Users
Residents 55 35.85 1,972 55 11.67 642 -1,330
Non-
residents 55 45.36 2,495 55 19.25 1,059 -1,436
Curious Park
Users
New Trips - - - 28 24.00 672 672
Redistributed 55 24.00 1,320 27 24.00 648 -672
Total 550 11,947 550 7,514 -4,433
Source: Fehr & Peers, 2021.

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Table 13: Change in VMT on Weekdays Scenario 2
Park Users
Without Project With Project
Difference
#Trips#Trips
Trip
Length
(Round-
trip)
VMT #Trips
Trip
Length
(Round-
trip)
VMT
General Park
Users Residents 224 16.00 3,584 224 11.67 2,614 -970
Bike Park Users
Residents 67 35.85 2,402 67 11.67 782 -1,620
Non-
residents 112 45.36 5,080 112 19.25 2,156 -2,924
Curious Park
Users
New Trips - - - 22 24.00 528 528
Redistributed 44 24.00 1,056 22 24.00 528 -528
Total 447 12,122 447 6,608 -5,514
Source: Fehr & Peers, 2021.

Table 14: Change in VMT on Weekends Scenario 2
Park Users
Without Project With Project
Difference
#Trips#Trips
Trip
Length
(Round-
trip)
VMT #Trips
Trip
Length
(Round-
trip)
VMT
General Park
Users Residents 248 16.00 3,968 248 11.67 2,894 -1,074
Bike Park Users
Residents 83 35.85 2,976 83 11.67 969 -2,007
Non-
residents 165 45.36 7,484 165 19.25 3,176 -4,308
Curious Park
Users
New Trips - - - 27 24.00 648 648
Redistributed 54 24.00 1,296 27 24.00 648 -648
Total 550 15,724 550 8,335 -7,389
Source: Fehr & Peers, 2021.

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Step 3: Compare to the Significance Threshold
As a regional public facility project, the VMT Analysis Guidelines (September 2020) state that the proposed project would be considered to have a significant transportation impact if it results in a net increase in VMT compared to the no project condition. Analysis proved that the project is not expected to increase regional VMT, because it provides park amenities to the local community, that forms the majority of park users; and reduces the travel distances of general park users and bike park users. Therefore, evidence suggests the project has a less-than- significant transportation VMT impact.

Appendix: Bike Park Users Travel
Distances to Bike Parks with and
without the Project

Table 1: Resident Bike Park User Round-Trip Travel Distance Without Project Before Study

Zip Code
Census Tracts Parks Population Round Trip Length
17109 Sweetwater Bike Park 6790 37.27
17801 Sweetwater Bike Park 6776 87.14
17808 Sweetwater Bike Park 6135 78.97
17809 Sweetwater Bike Park 2483 85.39
17810 Sweetwater Bike Park 5069 86.55
17811 Sweetwater Bike Park 6815 79.51
17813 Sweetwater Bike Park 4601 78.72
17900 Sweetwater Bike Park 7411 85.53
18000 Sweetwater Bike Park 3976 85.21
19803 Sweetwater Bike Park 4782 91.84
19804 Sweetwater Bike Park 4579 88.05
19806 Sweetwater Bike Park 12080 91.78
20013 Sweetwater Bike Park 13713 80.35
20014 Sweetwater Bike Park 7636 80.62
20015 Sweetwater Bike Park 4792 77.04
20016 Sweetwater Bike Park 9460 74.12
22100 Sweetwater Bike Park 9670 82.71
17109 Greg Cox Bike Park 6790 78.62
17801 Greg Cox Bike Park 6776 91.23
17808 Greg Cox Bike Park 6135 83.05
17809 Greg Cox Bike Park 2483 89.47
17810 Greg Cox Bike Park 5069 90.63
17811 Greg Cox Bike Park 6815 83.59
17813 Greg Cox Bike Park 4601 82.81
17900 Greg Cox Bike Park 7411 89.62
18000 Greg Cox Bike Park 3976 89.30
19803 Greg Cox Bike Park 4782 95.93
19804 Greg Cox Bike Park 4579 92.13
19806 Greg Cox Bike Park 12080 95.86
20013 Greg Cox Bike Park 13713 84.43
20014 Greg Cox Bike Park 7636 84.70
20015 Greg Cox Bike Park 4792 81.13
20016 Greg Cox Bike Park 9460 78.21
22100 Greg Cox Bike Park 9670 86.79
17109 Pacific Highlands Ranch 6790 25.21
17801 Pacific Highlands Ranch 6776 41.58
17808 Pacific Highlands Ranch 6135 32.33
17809 Pacific Highlands Ranch 2483 39.83
17810 Pacific Highlands Ranch 5069 40.99
17811 Pacific Highlands Ranch 6815 33.95
17813 Pacific Highlands Ranch 4601 33.17
17900 Pacific Highlands Ranch 7411 39.97
18000 Pacific Highlands Ranch 3976 39.65
19803 Pacific Highlands Ranch 4782 45.55
19804 Pacific Highlands Ranch 4579 42.40

Before Study

Zip Code
Census Tracts Parks Population Round Trip Length
19806 Pacific Highlands Ranch 12080 43.69
20013 Pacific Highlands Ranch 13713 33.71
20014 Pacific Highlands Ranch 7636 33.98
20015 Pacific Highlands Ranch 4792 27.72
20016 Pacific Highlands Ranch 9460 26.15
22100 Pacific Highlands Ranch 9670 36.07
Overall Weighted Average
Sweetwater Bike Park 80.45
Greg Cox Bike Park 86.70
Pacific Highlands Ranch 35.85

Table 2: Resident Bike Park User Round-Trip Travel Distance With Project Before Study

Zip Code
Census Tracts Parks Population Round Trip Length
17109 Veterans Memorial Park 6790 18.41
17801 Veterans Memorial Park 6776 10.03
17808 Veterans Memorial Park 6135 11.56
17809 Veterans Memorial Park 2483 8.22
17810 Veterans Memorial Park 5069 7.30
17811 Veterans Memorial Park 6815 7.52
17813 Veterans Memorial Park 4601 9.17
17900 Veterans Memorial Park 7411 10.42
18000 Veterans Memorial Park 3976 10.47
19803 Veterans Memorial Park 4782 11.12
19804 Veterans Memorial Park 4579 7.97
19806 Veterans Memorial Park 12080 17.04
20013 Veterans Memorial Park 13713 9.21
20014 Veterans Memorial Park 7636 13.80
20015 Veterans Memorial Park 4792 16.76
20016 Veterans Memorial Park 9460 15.50
22100 Veterans Memorial Park 9670 7.74
Weighted Average 11.67

Table 3: Non-Resident Bike Park User Round-Trip Travel Distance Without Project Before Study

Zip Code
Census Tracts Parks Population Round Trip
Length

17104 Pacific Highlands Ranch 3937 24.08
17106 Pacific Highlands Ranch 5227 18.71
17107 Pacific Highlands Ranch 2860 26.08
17108 Pacific Highlands Ranch 4646 24.95
17110 Pacific Highlands Ranch 11866 27.64
17303 Pacific Highlands Ranch 3073 16.76
17304 Pacific Highlands Ranch 5884 14.35
17305 Pacific Highlands Ranch 3104 16.83
17401 Pacific Highlands Ranch 5888 19.82
17403 Pacific Highlands Ranch 4997 21.72
17404 Pacific Highlands Ranch 6586 20.61
17501 Pacific Highlands Ranch 2970 22.76
17502 Pacific Highlands Ranch 3447 21.84
17601 Pacific Highlands Ranch 5131 27.83
17603 Pacific Highlands Ranch 2597 24.99
17604 Pacific Highlands Ranch 7450 25.22
17701 Pacific Highlands Ranch 5740 27.77
17702 Pacific Highlands Ranch 3032 24.76
18100 Pacific Highlands Ranch 6432 43.08
18200 Pacific Highlands Ranch 7374 45.24
18300 Pacific Highlands Ranch 2989 47.28
18400 Pacific Highlands Ranch 4089 46.79
18504 Pacific Highlands Ranch 7020 45.48
18507 Pacific Highlands Ranch 9076 54.93
18509 Pacific Highlands Ranch 5001 47.45
18510 Pacific Highlands Ranch 2801 49.61
18511 Pacific Highlands Ranch 5225 48.25
18512 Pacific Highlands Ranch 4446 51.33
18513 Pacific Highlands Ranch 9817 52.34
18514 Pacific Highlands Ranch 8254 56.22
18515 Pacific Highlands Ranch 5105 47.71
18516 Pacific Highlands Ranch 3978 52.11
18517 Pacific Highlands Ranch 4855 48.66
18518 Pacific Highlands Ranch 2941 50.45
18519 Pacific Highlands Ranch 5263 51.76
18601 Pacific Highlands Ranch 4668 51.44
18603 Pacific Highlands Ranch 6865 50.64
18608 Pacific Highlands Ranch 3224 55.83
18609 Pacific Highlands Ranch 5918 56.16
18610 Pacific Highlands Ranch 6851 58.57
18612 Pacific Highlands Ranch 3537 61.06
18613 Pacific Highlands Ranch 3773 53.93
18614 Pacific Highlands Ranch 6988 52.23
19203 Pacific Highlands Ranch 2836 60.62
19205 Pacific Highlands Ranch 6281 57.78
19206 Pacific Highlands Ranch 5236 56.79
19207 Pacific Highlands Ranch 8858 59.54
19208 Pacific Highlands Ranch 3291 57.32
19301 Pacific Highlands Ranch 6805 57.13
19302 Pacific Highlands Ranch 7965 55.35
19303 Pacific Highlands Ranch 7669 60.43
19403 Pacific Highlands Ranch 6280 54.90
19404 Pacific Highlands Ranch 3411 57.09
19405 Pacific Highlands Ranch 3969 52.57
19406 Pacific Highlands Ranch 4847 54.18

Before Study

Zip Code
Census Tracts Parks Population Round Trip
Length

19501 Pacific Highlands Ranch 3843 55.83
19502 Pacific Highlands Ranch 5702 55.64
19503 Pacific Highlands Ranch 5087 52.63
19601 Pacific Highlands Ranch 6514 56.08
19602 Pacific Highlands Ranch 5452 53.04
19701 Pacific Highlands Ranch 6945 52.52
19702 Pacific Highlands Ranch 5128 51.21
19805 Pacific Highlands Ranch 4523 47.31
19808 Pacific Highlands Ranch 5759 49.03
19809 Pacific Highlands Ranch 4328 50.43
19902 Pacific Highlands Ranch 4160 48.76
19903 Pacific Highlands Ranch 4292 51.32
19904 Pacific Highlands Ranch 7763 48.24
19905 Pacific Highlands Ranch 5123 47.50
20017 Pacific Highlands Ranch 3635 46.54
20018 Pacific Highlands Ranch 7664 45.05
20019 Pacific Highlands Ranch 7071 42.46
20020 Pacific Highlands Ranch 7480 49.48
20021 Pacific Highlands Ranch 6284 49.45
20022 Pacific Highlands Ranch 7587 48.44
20023 Pacific Highlands Ranch 3840 45.68
20024 Pacific Highlands Ranch 4095 44.44
20025 Pacific Highlands Ranch 5208 43.35
20026 Pacific Highlands Ranch 4482 44.63
20027 Pacific Highlands Ranch 17006 43.41
20028 Pacific Highlands Ranch 4022 47.47
20029 Pacific Highlands Ranch 7440 45.24
20304 Pacific Highlands Ranch 6451 50.75
20305 Pacific Highlands Ranch 6246 43.33
20306 Pacific Highlands Ranch 10952 48.60
20307 Pacific Highlands Ranch 7558 40.88
20309 Pacific Highlands Ranch 4178 41.78
17306 Pacific Highlands Ranch 3078 15.74
17104 Greg Cox Bike Park 3937 74.71
17106 Greg Cox Bike Park 5227 72.45
17107 Greg Cox Bike Park 2860 75.74
17108 Greg Cox Bike Park 4646 74.60
17110 Greg Cox Bike Park 11866 81.39
17303 Greg Cox Bike Park 3073 66.42
17304 Greg Cox Bike Park 5884 64.00
17305 Greg Cox Bike Park 3104 66.60
17401 Greg Cox Bike Park 5888 69.48
17403 Greg Cox Bike Park 4997 71.37
17404 Greg Cox Bike Park 6586 70.27
17501 Greg Cox Bike Park 2970 72.41
17502 Greg Cox Bike Park 3447 71.49
17601 Greg Cox Bike Park 5131 77.48
17603 Greg Cox Bike Park 2597 74.64
17604 Greg Cox Bike Park 7450 74.88
17701 Greg Cox Bike Park 5740 77.42
17702 Greg Cox Bike Park 3032 74.41
18100 Greg Cox Bike Park 6432 92.74
18200 Greg Cox Bike Park 7374 94.90
18300 Greg Cox Bike Park 2989 96.94
18400 Greg Cox Bike Park 4089 96.45
18504 Greg Cox Bike Park 7020 95.13
18507 Greg Cox Bike Park 9076 104.58

Before Study

Zip Code
Census Tracts Parks Population Round Trip
Length

18509 Greg Cox Bike Park 5001 97.11
18510 Greg Cox Bike Park 2801 99.26
18511 Greg Cox Bike Park 5225 97.90
18512 Greg Cox Bike Park 4446 100.99
18513 Greg Cox Bike Park 9817 101.99
18514 Greg Cox Bike Park 8254 105.87
18515 Greg Cox Bike Park 5105 97.36
18516 Greg Cox Bike Park 3978 101.76
18517 Greg Cox Bike Park 4855 98.31
18518 Greg Cox Bike Park 2941 100.10
18519 Greg Cox Bike Park 5263 101.41
18601 Greg Cox Bike Park 4668 101.09
18603 Greg Cox Bike Park 6865 100.29
18608 Greg Cox Bike Park 3224 105.48
18609 Greg Cox Bike Park 5918 105.81
18610 Greg Cox Bike Park 6851 108.22
18612 Greg Cox Bike Park 3537 110.71
18613 Greg Cox Bike Park 3773 103.58
18614 Greg Cox Bike Park 6988 101.89
19203 Greg Cox Bike Park 2836 108.52
19205 Greg Cox Bike Park 6281 105.68
19206 Greg Cox Bike Park 5236 104.69
19207 Greg Cox Bike Park 8858 107.44
19208 Greg Cox Bike Park 3291 98.67
19301 Greg Cox Bike Park 6805 106.78
19302 Greg Cox Bike Park 7965 105.00
19303 Greg Cox Bike Park 7669 108.33
19403 Greg Cox Bike Park 6280 104.56
19404 Greg Cox Bike Park 3411 104.99
19405 Greg Cox Bike Park 3969 102.22
19406 Greg Cox Bike Park 4847 103.84
19501 Greg Cox Bike Park 3843 103.74
19502 Greg Cox Bike Park 5702 103.55
19503 Greg Cox Bike Park 5087 102.28
19601 Greg Cox Bike Park 6514 103.99
19602 Greg Cox Bike Park 5452 100.95
19701 Greg Cox Bike Park 6945 102.17
19702 Greg Cox Bike Park 5128 100.28
19805 Greg Cox Bike Park 4523 96.96
19808 Greg Cox Bike Park 5759 98.68
19809 Greg Cox Bike Park 4328 100.08
19902 Greg Cox Bike Park 4160 96.66
19903 Greg Cox Bike Park 4292 99.23
19904 Greg Cox Bike Park 7763 97.90
19905 Greg Cox Bike Park 5123 97.16
20017 Greg Cox Bike Park 3635 96.19
20018 Greg Cox Bike Park 7664 93.35
20019 Greg Cox Bike Park 7071 92.12
20020 Greg Cox Bike Park 7480 92.80
20021 Greg Cox Bike Park 6284 90.80
20022 Greg Cox Bike Park 7587 89.79
20023 Greg Cox Bike Park 3840 87.03
20024 Greg Cox Bike Park 4095 85.80
20025 Greg Cox Bike Park 5208 84.70
20026 Greg Cox Bike Park 4482 91.59
20027 Greg Cox Bike Park 17006 93.06
20028 Greg Cox Bike Park 4022 89.49

Before Study

Zip Code
Census Tracts Parks Population Round Trip
Length

20029 Greg Cox Bike Park 7440 91.57
20304 Greg Cox Bike Park 6451 92.10
20305 Greg Cox Bike Park 6246 84.69
20306 Greg Cox Bike Park 10952 89.95
20307 Greg Cox Bike Park 7558 83.16
20309 Greg Cox Bike Park 4178 83.14
17306 Greg Cox Bike Park 3078 65.39
17104 Sweetwater Bike Park 3937 73.81
17106 Sweetwater Bike Park 5227 71.56
17107 Sweetwater Bike Park 2860 74.84
17108 Sweetwater Bike Park 4646 73.71
17110 Sweetwater Bike Park 11866 80.49
17303 Sweetwater Bike Park 3073 65.52
17304 Sweetwater Bike Park 5884 63.11
17305 Sweetwater Bike Park 3104 65.70
17401 Sweetwater Bike Park 5888 68.58
17403 Sweetwater Bike Park 4997 70.47
17404 Sweetwater Bike Park 6586 69.37
17501 Sweetwater Bike Park 2970 71.52
17502 Sweetwater Bike Park 3447 70.59
17601 Sweetwater Bike Park 5131 76.58
17603 Sweetwater Bike Park 2597 73.74
17604 Sweetwater Bike Park 7450 73.98
17701 Sweetwater Bike Park 5740 76.53
17702 Sweetwater Bike Park 3032 73.51
18100 Sweetwater Bike Park 6432 91.84
18200 Sweetwater Bike Park 7374 94.00
18300 Sweetwater Bike Park 2989 96.04
18400 Sweetwater Bike Park 4089 95.55
18504 Sweetwater Bike Park 7020 94.24
18507 Sweetwater Bike Park 9076 103.68
18509 Sweetwater Bike Park 5001 96.21
18510 Sweetwater Bike Park 2801 98.36
18511 Sweetwater Bike Park 5225 97.00
18512 Sweetwater Bike Park 4446 100.09
18513 Sweetwater Bike Park 9817 101.09
18514 Sweetwater Bike Park 8254 104.97
18515 Sweetwater Bike Park 5105 96.46
18516 Sweetwater Bike Park 3978 100.86
18517 Sweetwater Bike Park 4855 97.41
18518 Sweetwater Bike Park 2941 99.20
18519 Sweetwater Bike Park 5263 100.51
18601 Sweetwater Bike Park 4668 100.20
18603 Sweetwater Bike Park 6865 99.39
18608 Sweetwater Bike Park 3224 104.59
18609 Sweetwater Bike Park 5918 104.92
18610 Sweetwater Bike Park 6851 107.32
18612 Sweetwater Bike Park 3537 109.81
18613 Sweetwater Bike Park 3773 102.68
18614 Sweetwater Bike Park 6988 100.99
19203 Sweetwater Bike Park 2836 107.62
19205 Sweetwater Bike Park 6281 104.79
19206 Sweetwater Bike Park 5236 103.79
19207 Sweetwater Bike Park 8858 106.54
19208 Sweetwater Bike Park 3291 97.78
19301 Sweetwater Bike Park 6805 105.88
19302 Sweetwater Bike Park 7965 104.10

Before Study

Zip Code
Census Tracts Parks Population Round Trip
Length

19303 Sweetwater Bike Park 7669 107.43
19403 Sweetwater Bike Park 6280 103.66
19404 Sweetwater Bike Park 3411 104.09
19405 Sweetwater Bike Park 3969 101.32
19406 Sweetwater Bike Park 4847 102.94
19501 Sweetwater Bike Park 3843 102.84
19502 Sweetwater Bike Park 5702 102.65
19503 Sweetwater Bike Park 5087 101.38
19601 Sweetwater Bike Park 6514 103.09
19602 Sweetwater Bike Park 5452 100.05
19701 Sweetwater Bike Park 6945 101.27
19702 Sweetwater Bike Park 5128 99.39
19805 Sweetwater Bike Park 4523 96.06
19808 Sweetwater Bike Park 5759 97.79
19809 Sweetwater Bike Park 4328 99.19
19902 Sweetwater Bike Park 4160 95.76
19903 Sweetwater Bike Park 4292 98.33
19904 Sweetwater Bike Park 7763 97.00
19905 Sweetwater Bike Park 5123 96.26
20017 Sweetwater Bike Park 3635 95.30
20018 Sweetwater Bike Park 7664 92.45
20019 Sweetwater Bike Park 7071 91.22
20020 Sweetwater Bike Park 7480 91.91
20021 Sweetwater Bike Park 6284 89.90
20022 Sweetwater Bike Park 7587 88.90
20023 Sweetwater Bike Park 3840 86.13
20024 Sweetwater Bike Park 4095 84.90
20025 Sweetwater Bike Park 5208 83.80
20026 Sweetwater Bike Park 4482 90.69
20027 Sweetwater Bike Park 17006 92.17
20028 Sweetwater Bike Park 4022 88.60
20029 Sweetwater Bike Park 7440 90.67
20304 Sweetwater Bike Park 6451 91.20
20305 Sweetwater Bike Park 6246 83.79
20306 Sweetwater Bike Park 10952 89.05
20307 Sweetwater Bike Park 7558 82.26
20309 Sweetwater Bike Park 4178 82.24
17306 Sweetwater Bike Park 3078 64.50
Overall Weighted Average
Sweetwater Bike Park 45.36
Greg Cox Bike Park 93.58
Pacific Highlands Ranch 92.68

Table 4: Non-Resident Bike Park User Round-Trip Travel Distance With Project After Study

Parks Population Round Trip Length
Veterans Memorial Park 491269 19.25

Appendix J
Updated Multi-Modal Level of Service Analysis

Monitoring Type
Monitoring
Department
Shown on Plans
Verified
Implementation
Remarks
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 2 of 18 Vegetation
Communities and
Other Areas
Impacted
(Acres)
Mitigation
Ratio (From
Table 11 of
HMP)
Mitigation
Required
(Acres)
Non native Grassland 35.29 0.5 to 1 17.65
BIO 2 The Project shall restore (i.e., create) 1.88 acres of Diegan coastal sage scrub and 0.03 acre of southern maritime chaparral onsite. The Habitat Restoration Plan for upland mitigation areas shall be reviewed and approved by the City in consultation with the U.S. Fish and Wildlife Service (USFWS), California Department of Fish and Wildlife (CDFW), and the California Coastal Commission (CCC). The 0.10 acre impact to willow dominated riparian scrub will be mitigated with unused wetland creation credits the city previously purchased from the North County Habitat Bank. According to Barry Jones, credit manager (January 2022), the North County Habitat Bank has met 5 year success criteria, per the Bank Enabling Instrument; therefore, projects should be allowed to mitigate at a 1:1 mitigation ratio instead of the standard 3:1 mitigation ratios typically required. Each of the citys pre
purchased credits has an
effective "mitigation value" of up to 3 acres of typical permittee responsible mitigation, subject to agency approval. The City shall submit a final Habitat Restoration Plan to the agencies for review at least 30 days prior to initiating Project impacts. The Habitat Restoration Plan shall be prepared and implemented consistent with the Multiple Habitat Conservation Program, Appendix C (Revegetation Guidelines), and Volume III; Habitat Management Plan for Natural Communities in the City of Carlsbad (City of Carlsbad 2004, pp. F 8 to F 11); and Components of a Conceptual Restoration Plan (City of Carlsbad 2018).

At a minimum, the Habitat Restoration Plan should include an evaluation of restoration suitability specific to proposed habitat types, soil and plant material salvage/translocation information, planting and seeding lists, a discussion of irrigation, a maintenance and monitoring program, and success criteria. All areas should be monitored for five Project City
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 3 of 18 years to ensure establishment of intended plant communities or until Year 5 success criteria have been met.

Restoration techniques, as specified in the Habitat Restoration Plan, may include planting, hydroseeding, hand seeding, imprinting, and soil and plant salvaging. The Habitat Restoration Plan shall also include criteria to measure success and describe how monitoring of revegetation efforts shall be implemented. At the completion of Project construction, all construction materials and temporary irrigation shall be removed from the site.

Additionally, if deemed necessary, any topsoil located in areas to be restored shall be conserved and stockpiled during the excavation process for use in the restoration process.

The Table below identifies the vegetation communities, impacted areas, City HMP required mitigation ratios, and mitigation required as part of the Habitat Restoration Plan.

Vegetation
Communities and
Other Areas
Impacted
(Acres)
Mitigation Ratio
(From Table 11
of HMP)
Mitigation
Required
(Acres)
Diegan Coastal Sage
Scrub 0.94 2 to 1 1.88
Southern Maritime
Chaparral 0.01 3 to 1 0.03
Willow Dominated
Riparian Scrub 0.10 3 to 1 0.3
Total 1.05 2.21
* Because the North County Habitat Bank has met 5 year success criteria, per the Bank Enabling Instrument, projects should be allowed to mitigate at a 1:1 mitigation ratio instead of standard 3:1 mitigation ratios typically required for projects. Each of the citys pre purchased credits has an effective "mitigation value" of up to 3 acres of typical permittee responsible mitigation, subject to agency approval (Barry Jones, North County Habitat Bank, Pers. Comm, January 2022).

PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 4 of 18 BIO 3 The potential for significant indirect impacts during construction shall be mitigated through implementation of the standard measures stated in the Citys Guidelines for Biological Studies (2008), as revised below. a) A qualified biologist shall conduct a training session for Project personnel prior to Project activities. At a minimum, the training shall include a description of the target species of concern and its habitats; the general provisions of the federal and state Endangered Species Acts and the Habitat Management Plan (HMP); the need to adhere to the provisions of the act and the HMP; the penalties associated with violating the provisions of the act; and the general measures that are being implemented to conserve the target species of concern as they relate to the Project, access routes, and Project site boundaries within which the Project activities must be accomplished.
b) The footprint of disturbance shall be specified in the construction plans. Prior to construction, the Projects limits of disturbance would be delineated with orange fencing, and in areas potentially subject to project
related runoff, silt fencing
would be used to delineate the impact footprint consistent with the Projects Storm Water Pollution Prevention Plan (SWPPP).

All fencing would be reviewed by the Project biologist prior to the initiation of work. All fencing would be maintained until the completion of Project construction activities, at which time all fencing would be removed. All construction personnel and associates shall be instructed that their activities, vehicles, equipment, and construction materials are restricted to the project footprint, designated staging areas, and routes of travel.

If any impacts occur beyond the approved impact footprint, all work in the immediate vicinity shall cease until the disturbance limit breach has been addressed to the satisfaction of the City of Carlsbad and resource agencies.
c) A water pollution and erosion control plan shall be developed that describes sediment and hazardous materials control, Project City and
Contractor
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 5 of 18 dewatering or diversion structures, fueling and equipment management practices, and other factors deemed necessary by reviewing agencies. Erosion control measures shall be
monitored on a regularly scheduled basis, particularly during times of heavy rainfall. Corrective measures would be
implemented in the event erosion control strategies are inadequate. Sediment/erosion control measures would be
continued at the Project site until such time as the revegetation efforts are successful at soil stabilization.
d) The qualified Project biologist shall review grading plans (e.g., all access routes and staging areas) and monitor construction activities throughout the duration of grading/ground
disturbance associated with the Project to ensure that all practicable measures are being employed to avoid incidental disturbance of habitat and any target species of concern outside the Project footprint.
e) Construction monitoring reports shall be completed and provided to the City summarizing how the Project is in
compliance with applicable conditions. The Project biologist should be empowered to halt work activity if necessary and to confer with City staff to ensure the proper implementation of species and habitat protection measures.
f) Any habitat that is impacted that is not in the identified Project footprint shall be disclosed immediately to the City, USFWS, CDFW, and California Coastal Commission and shall be
compensated at a minimum ratio of 5:1, to be negotiated with the agencies.
g) Construction access to and from the site would be located along existing access routes or disturbed areas to the greatest extent possible. All access routes outside of existing roads or construction areas would be clearly marked.

PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 6 of 18 h) Construction employees shall limit activities and storage of vehicles, equipment, and construction materials to the fenced Project footprint.
i) Equipment storage, fueling, and staging areas shall be located on disturbed upland sites at least 100 feet from waters of the United States and with minimal risk of direct drainage into riparian areas or other sensitive habitats. These designated areas shall be located in such a manner as to prevent any runoff from entering sensitive habitat. All necessary precautions shall be taken to prevent the release of cement or other toxic substances into surface waters. All project
related spills of
hazardous materials shall be reported to the City and shall be cleaned up immediately, and contaminated soils shall be moved to approved disposal areas.
j) Erodible fill material shall not be deposited into water courses.

Brush, loose soils, or other similar debris material shall not be stockpiled within the stream channel or on its banks.
k) Fugitive dust shall be avoided and minimized through watering and other appropriate measures.

BIO 4 Clearing and grubbing and other construction activities are prohibited on site during the bird breeding season (February 15August 31), if feasible. If the breeding season cannot be avoided, the following measures shall be taken:
a) Since coastal California gnatcatchers ( Polioptila californica californica) have the potential to occur on site, a qualified biologist shall conduct a pre construction nest clearance survey within 500 feet surrounding the Project site within suitable habitat no more than three days prior to construction.
b) Surveys shall be conducted by a qualified biologist in appropriate habitat for coastal California gnatcatchers, nesting raptors and migratory birds and within a 500 foot survey buffer Project City and
Contractor
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 7 of 18 within three days initiation of construction or vegetation removal.
c) The USFWS shall be notified immediately of any federally listed species that are located during pre construction surveys within the adjacent areas.
d) If nests of listed birds, migratory birds, raptors, or other special status species are located, they shall be fenced with a protective buffer of 500 feet from active nests of listed species or raptors, and an appropriate width for other special status bird species, to be determined by qualified biologist. All construction activity shall be prohibited within this area until the birds have fully fledged, or the nest is determined to no longer be active.
e) During the breeding season, construction noise shall be measured by the Project biologist 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 exceed the threshold, the construction array shall be changed, such as using different construction equipment, or noise attenuation measures shall be
implemented, such as noise blankets, to achieve a construction noise level of less than 60 dBA.

BIO 5 The following wildlife impact avoidance measures shall be implemented during construction of the Project site.
a) Lighting in or adjacent to the preserve shall not be used, except where essential for roadway, facility use, and safety. If nighttime construction lights are necessary, all lighting adjacent to natural habitat shall be shielded and/or directed away from habitat.

Project City and
Contractor
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 8 of 18 b) If dead or injured listed species are located, initial notification must be made within three working days, in writing, to the USFWS and CDFW.
c) To avoid attracting predators of the target species of concern, the Project site shall be kept as clean of debris as possible. All food
related trash items shall be enclosed in sealed containers and regularly removed from the site. Pets of construction personnel shall not be allowed on the Project site where they may come into contact with any listed species.
d) A qualified biologist with expertise and experience conducting bat surveys shall be retained by the City as a Designated Bat Biologist. A bat survey will be conducted within the Project site to identify potential habitat that could provide daytime and/or nighttime roost sites, and any maternity roosts, especially within trees within the Project area. The survey shall occur during the roosting season (approximately March
September)
using acoustic technology and emergence counts. Also, no more than 30 days prior to vegetation removal, the Designated Bat Biologist will conduct a pre construction bat survey within all trees or structures that provide suitable bat roosting habitat within the Project site. If a maternity roost is determined to be present within a tree to be removed, a 300 foot no work buffer shall be placed around the roost and no work shall occur within the buffer until after the roosting season is over. Work may proceed after a qualified biologist is able to verify that the roost is no longer active.

BIO 6 In order to prevent indirect impacts to the preserve areas adjacent to the construction site, the Project shall comply with the HMP Adjacency Standards. Prior to the issuance of the first grading permit, the Project plans shall reflect the Adjacency Standards as follows:
a) Fire Management There are no habitable structures on the park site; therefore, fuel modification zones will not be required.

Project City and
Contractor
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 9 of 18 b) Erosion Control Standard best management practices (BMPs) shall be implemented to slow surface flow and dampen initial precipitation flow in the development area. In addition, no new surface drainage shall be directed into the open space areas. c) Landscaping Restrictions Landscape planting palettes for the Project shall not use non native, invasive plant species in the areas adjacent to native habitat or adjacent to the Carlsbad HMP preserve. Irrigation of landscaping shall be designed and scheduled to avoid runoff into the adjacent HMP preserve areas. The upland buffers shall be restored with native habitat per the concept plan.
d) Fencing, Signs, and Lighting To deter entry into the native habitat by people and pets, the area shall be fenced as appropriate. Signs shall be attached to the fence at intermittent intervals to alert the residents of the sensitive nature of the open space preserve area. Fencing shall preclude people from passing beyond the trail into the native habitat. Other than safety lighting, no lighting that shall intrude into the habitat and shall be shielded or directed away from the open space area. e) Predator and Exotic Species Control
During operation of the
Project, the City shall alert the park users to the potential effects that domestic animals may have on the native fauna and flora. The native habitat areas shall be fenced to discourage the entry of domestic animals into the open space. All dogs will be required to remain leashed at all times when at the park.

BIO 7 The Project will add 12.86 acres to the HMP Hardline to compensate for the loss of 3.36 acres of Hardline that would be impacted by the Project, resulting in a net increase of 9.50 acres of Hardline. To formally amend the HMP Hardline boundary, the City shall process an HMP Minor Amendment to the Citys HMP, by providing written notice of the Equivalency Findings to the USFWS and CDFW. Unless the agencies object within thirty days of notification, the change shall be considered automatically approved. If objections are raised, the City shall meet with Project City and
Contractor
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 10 of 18 the agencies to resolve the objection and written approval of the change from the agencies shall be required.

BIO 8 The Project site shall comply with the following HMP Coastal Zone Conservation Standards as they relate to resources within the Project site, as described below: Environmentally Sensitive Habitat Areas, as defined in Section 30107.5 of the Coastal Act, will be protected against any significant disruption of habitat values, and only uses dependent on those resources shall be allowed within those areas.
a) Properties containing coastal sage scrub located in the Coastal Zone will conserve a minimum 67 percent of the coastal sage scrub and 75 percent of the gnatcatchers onsite. This has been accomplished through Project design by conserving 47.17 acres (98 percent) of the coastal sage scrub onsite.
b) Mitigation in the form of creation for impacts to coastal sage scrub (at 1 2:1 ratio) and southern maritime chaparral (at a 3:1 ratio) will be provided within the coastal zone in order to have no net loss of habitat within the coastal zone.
c) Riparian habitat impacts will be mitigated offsite using pre purchased wetland creation credits from the North County Habitat Bank, which is located within the coastal zone in the City of Carlsbad.
d) Upland habitat impacts will be mitigated onsite within the city owned HMP hardline area. All mitigation areas will be added to the city's existing Preserve Management Plan and placed under long
term management.
e) A 20 foot buffer between developed park and native habitat within HMP hardline areas has been incorporated into the project design. Although not required, the 20
foot buffer was
counted as an impact wherever the project had to encroach upon existing coastal sage scrub habitat (encroachment plus buffer is counted as impact in these areas). No development, grading, or alterations, including clearing of vegetation, will Project City
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 11 of 18 occur in the buffer area, except for recreation trails within the first 15 feet of the buffer closest to the development.

BIO 9 For each year in which Project activities commence between February 1 and September 15, a focused survey for white tailed kite nests within the Project site and within 500 feet of the Project site will be conducted by a qualified biologist no greater than 15 days prior to the start of construction work (including clearing and grubbing). If white tailed kites are found, the qualified biologist shall develop a species specific avoidance plan for CDFW review and approval. Any measures approved in the avoidance plan will be implemented prior to the start of any ground disturbing activities. If no active nests are found during the focused survey, nothing further will be required. If active nests are found during the focused survey, Project personnel shall immediately notify CDFW and establish a minimum 500 no work buffer zone until the qualified biologist determines, and CDFW confirms, that all chicks have fledged and are no longer reliant on the nest site. If a lapse in Project
related activities of 14 days or longer occurs, another focused survey is required before Project activities can be reinitiated.

CUL 1 Cultural Resource Sensitivity Training. All construction personnel and monitors who are not trained archaeologists and paleontologists shall be trained regarding the recognition of possible buried cultural remains and protection of all cultural resources, including prehistoric and historic resources, and paleontological resources during construction, prior to the initiation of construction or ground disturbing activities.

The City shall retain a qualified cultural resources consultant to serve as Project Archaeologist to oversee the training for all construction personnel. Training shall inform all construction personnel of the procedures to be followed upon the discovery of archaeological materials, including Native American burials, and paleontological resources.

All personnel shall be instructed that unauthorized collection or disturbance of artifacts or other cultural materials is not allowed.

Violators will be subject to prosecution under the appropriate state and federal laws, and violations will be grounds for removal from the Project Contractor
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 12 of 18 project. Unauthorized resource collection or disturbance may constitute grounds for the issuance of a stop work order. Supervisors shall also be briefed on the consequences of intentional damage to cultural resources.

Upon discovery of the potential for buried cultural materials by archaeologists, monitors, or construction personnel, work in the immediate area of the find shall be diverted and the Project Archaeologist and Tribal Representative notified. Once the find has been inspected and a preliminary assessment made, the Project Archaeologist in consultation with the Tribal Representative will make the necessary plans for evaluation and treatment of the find(s) or mitigation of adverse impacts to the resource.

On behalf of the City, the construction contractor shall maintain a list of construction personnel who have completed the cultural resources sensitivity training prior to start of construction, and this list shall be updated by the construction contractor as required when new personnel start work.

CUL 2 Archaeological Resources Monitoring. Under the direction of the Project Archaeologist, the City will provide archaeological monitor(s) that shall be present for all ground disturbing activities associated with the project in the event that unanticipated discoveries are made. If human remains are discovered, the procedures described under MM CUL 10 would be implemented.

Project City and
Contractor
CUL 3 Tribal Cultural Resources Monitoring Agreement. Prior to the commencement of any ground disturbing activities, the City shall enter into a Pre
Excavation Agreement, otherwise known as a Tribal Cultural Resources Treatment and Tribal Monitoring Agreement, with the San Luis Rey Band of Mission Indians or other Luiseño tribe. Also, this agreement will contain provisions to address the proper treatment of any tribal cultural resources and/or Luiseño Native American human remains inadvertently discovered during the course of the project. The agreement will outline the roles and powers of the Luiseño Native American monitor and the Project Archaeologist, and archaeological Project City
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 13 of 18 monitors. This agreement shall not modify any condition of approval or mitigation measure. A copy of said Pre Excavation Agreement shall be provided to the City of Carlsbad prior to the issuance of a grading permit.

CUL 4 Native American Monitor. A Luiseño Native American monitor shall be present during all ground disturbing activities. Ground disturbing activities may include, but are not limited to, archaeological studies, geotechnical investigations, clearing, grubbing, trenching, excavation, preparation for utilities and other infrastructure, and grading activities.

Project City and
Contractor
CUL 5 Uncovered Artifacts of Luiseno Native Americans. Any and all uncovered artifacts of Luiseño Native American cultural importance shall be treated with dignity and respect and be reburied on
site within an
appropriate location protected by open space or easement, etc., where the cultural items shall not be disturbed in the future. Any cultural and heritage material/artifacts identified and collected during construction grading activities are to be kept in situ or collected and stored in a secure location agreed upon by Tribal Representatives from the San Luis Rey Band of Mission Indians or other Luiseño tribe for later reburial on the project site. Upon completion of all ground
disturbing and grading
activities on the project site, the Tribal Representatives from the San Luis Rey Band of Mission Indians or other Luiseño tribe will rebury any resources recovered from the project site in an open space area that will remain free from any active recreational uses or any further excavation or ground disturbance. Any reburial site shall be culturally appropriate and explicitly approved in writing by Tribal Representatives from the San Luis Rey Band of Mission Indians or other Luiseño tribe.

The reburial location will be covered first by a layer of geomat and then backfilled with clean fill dirt. Once reburial activities are completed, the site will be incorporated as a part of the Macario Canyon/Veterans Park HMP preserve.

Project City and
Contractor
CUL 6 Preconstruction Meeting. Tribal Representatives from the San Luis Rey Band of Mission Indians or other Luiseño tribe as well as the Luiseño Native American Monitor and Project Archaeologist shall be present at the projects on site preconstruction meeting to consult with grading Project City and
Contractor
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 14 of 18 and excavation contractors concerning excavation schedules and safety issues, as well as consult with the Project Archaeologist concerning the proposed archaeologist techniques and/or strategies for the project.

CUL 7 Authority to Divert and/or Halt Construction Activities. The Luiseño Native American monitor and archaeological monitor shall have joint authority to temporarily divert and/or halt construction activities. If tribal cultural resources are discovered during construction, all earth moving activity within and around the immediate discovery area must be diverted until the Luiseño Native American monitor and the archaeological monitors or Project Archaeologist can assess the nature and significance of the find.

Project City and
Contractor
CUL 8 Inadvertent Discovery of Significant Cultural Resources. If a significant tribal cultural resource(s) and/or unique archaeological resource(s) are discovered during ground disturbing activities for this project, the San Luis Rey Band of Mission Indians or other Luiseño tribe shall be notified and consulted regarding the respectful and dignified treatment of those resources. Pursuant to California Public Resources Code Section 21083.2(b) avoidance is the preferred method of preservation for archaeological and tribal cultural resources. If however, the Applicant is able to demonstrate that avoidance of a significant and/or unique cultural resource is infeasible and a data recovery plan, is authorized by the City of Carlsbad as the lead agency, the San Luis Rey Band of Mission Indians or other Luiseño tribe shall be consulted regarding the drafting and finalization of any such recovery plan.

Project City and
Contractor
CUL 9 Communication Protocols. When tribal cultural resources are discovered during the project, the City will be contacted immediately.

If the Project Archaeologist or archaeological monitors collect such resources, a Luiseño Native American monitor must be present during any collection and/or cataloging of those resources. All tribal cultural resources that are unearthed during the ground disturbing activities, are to be kept in situ or collected and stored in a secure location agreed upon by the San Luis Rey Band of Mission Indians or other Luiseño tribe.

Project City and
Contractor
CUL 10 Inadvertent Discovery of Native American Cemeteries. If suspected Native American human remains are encountered, California Health Project City and
Contractor
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 15 of 18 and Safety Code Section 7050.5 states that no further disturbance shall occur until the San Diego County Medical Examiner has made the necessary findings as to origin. Further, pursuant to California Public Resources Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. Suspected Native American remains shall be examined in the field and kept in a secure location at the site. A Luiseño Native American monitor shall be present during the examination of the remains. If the San Diego County Medical Examiner determines the remains to be Native American, the Native American Heritage Commission (NAHC) must be contacted by the Medical Examiner within 24 hours. The NAHC must then immediately notify the Most Likely Descendant about the discovery. The Most Likely Descendant shall then make recommendations within 48 hours and engage in consultation concerning treatment of remains as provided in Public Resources Code 5097.98.

CUL 11 Monitoring of Fill Material for Tribal Cultural Resources. In the event that fill material is imported into the project area, the fill shall be clean of tribal cultural resources and documented as such. If fill material is to be utilized and/or exported from areas within the project site, then that fill material shall be analyzed and confirmed by an archeologist and Luiseño Native American monitor that such fill material does not contain tribal cultural resources. Methods to ensure that fill material does not contain tribal cultural resources will involve archaeological monitoring, tribal monitoring, as well as spot sampling of fill material by the archeological monitors.

Project City and
Contractor
CUL 12 Invasive and/or Non Invasive Testing. No testing, invasive or non invasive, shall be permitted on any recovered tribal cultural resources without the written permission of the San Luis Rey Band of Mission Indians, or any other Luiseño Native American consulting tribe .

Project City and
Contractor
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 16 of 18 CUL 13 Cultural Resources Monitoring Report. Prior to the completion of project construction, a monitoring report and/or evaluation report, if appropriate, which describes the results, analysis and conclusions of the monitoring program shall be submitted by the Project Archaeologist, along with the Luiseño Native American monitors notes and comments, to the City of Carlsbad for approval, and shall be submitted to the South Coastal Information Center. Said report shall be subject to confidentiality as an exception to the Public Records Act and will not be available for public distribution. A copy of the final monitoring report is to be provided to the San Luis Rey Band of Mission Indians, Rincon Band of Luiseño Indians, and any other Luiseño Native American consulting tribe.

Project City and
Contractor
CUL 14 Curation of Non Tribal Archaeological Resources. In the event that non tribal, archaeological resources are discovered at the project site, they would be inventoried, assessed, and analyzed for cultural affiliation, personal affiliation (prior ownership), function, and temporal placement by the Project Archaeologist. Subsequent to analysis and reporting, these artifacts would be subjected to curation or returned to the property owner, as deemed appropriate in consultation with the City.

Project City and
Contractor
CUL 15 Avoidance of SDI 8303. The site SDI 8303 reaches into the project site but will be preserved in situ and in perpetuity with no construction related impacts occurring during project development. This area shall be considered an Environmentally Sensitive Area (ESA) and denoted as such on all development plans. Prior to any ground disturbance within 100 feet of SDI 8303, protective ESA fencing and temporary signage will be placed at least twenty five feet outside of the identified site boundaries. The archaeological and tribal monitor will be present to monitor the fence installation if conducted by a separate consultant or participate in the installation if required. Upon completion of all ground disturbing activities within 100 feet of SDI 8303, the archaeological monitor, tribal monitor, and construction manager shall observe or conduct the removal of the fencing and signage as applicable, then Project City and
Contractor
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 17 of 18 oversee the planting of any approved barrier plants as agreed upon per the landscaping plans.

CUL 16 Landscaping Plans Near SDI 8303. Any landscaping plans for disturbance areas within 50 feet of SDI 8303 will be developed in consultation with San Luis Rey Band of Mission Indians or other Luiseño tribe.

Project City and
Contractor
GEO 1 Prior to approval of final plans and specifications for the Project, the City shall review the Project plans to confirm that all recommendations in the Geotechnical Investigation (prepared by SCG in 2020) and any future geotechnical reports have been fully and appropriately incorporated.

Project City
GEO 2 The City shall retain a professional Paleontologist for the Project prior to the issuance of grading permits. The task of the Paleontologist shall be to monitor ground disturbance within the Project site for the unearthing of previously unknown paleontological resources. Selection of the paleontologist shall be subject to the approval of the City, and no grading activities shall occur within the Project site until the Paleontologist has been approved by the City. The Paleontologist shall be responsible for maintaining daily field notes and a photographic record and for reporting all finds to the City in a timely manner. The Paleontologist shall be equipped to record and salvage paleontological resources that may be unearthed during grading activities. The Paleontologist shall be empowered to temporarily halt or divert grading equipment to allow recording and removal of the unearthed resources.

In the event that potential paleontological resources are discovered during ground disturbing activities, work shall stop in that area and within 30 feet of the find until a qualified Paleontologist can assess the significance of the find and, if necessary, develop appropriate treatment measures. Recovered specimens shall be prepared to a point of identification and permanent preservation, including washing of sediments to recover small invertebrates and vertebrates. Specimens shall be curated into a professional, accredited museum repository with permanent retrievable storage such as the San Diego Natural History Museum. A report of findings, with an appended itemized inventory of Project City and
Contractor
PROJECT NAME: Veterans Memorial Park
PROJECT NUMBER: CUP 2021 0014, CDP 2021 0052, HDP 2021 0003, HMP 2021 0006 (PUB 2019 0012), CIP 4609

Mitigation Monitoring and Reporting Program Page 18 of 18 specimens, shall be prepared and shall signify completion of the mitigation.

The Paleontologist shall retain the option to reduce monitoring, with concurrence from the City, if it is determined that the sediments were previously disturbed. Monitoring may also be reduced with concurrence from the City if potentially fossiliferous units are not present or, if present, are determined to have a low potential to contain fossil resources.

Community Development
Planning Division
1635 Faraday Avenue Carlsbad, CA 92008 760-602-4600 760-602-8560 fax

93.70 acre parcel (the Project site), which would include a Veterans memorial plaza/gathering area, playgrounds, a bike park, formal picnic areas, passive recreation areas, outdoor exercise area, an outdoor education area, open turf, and multi-use trails. Site Plans for the Project and Bike Park are provided as Exhibits 3 and 4, respectively.

DETERMINATION: The City of Carlsbad has conducted an environmental review of the above described project pursuant to the Guidelines for Implementation of the California Environmental Quality Act and the Environmental Protection Ordinance of the City of Carlsbad. As a result of said review, the Initial Study identified potentially significant effects on the environment, and the City of Carlsbad finds as follows:

Although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because the mitigation measures described in the Mitigation Monitoring and Reporting Program have been added to the project.

The proposed project MAY have “potentially significant impact(s)” on the environment, but at least one potentially significant impact 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. (Mitigated Negative Declaration applies only to the effects that remained to be addressed).

Although the proposed project could have a significant effect on the environment, there WILL NOT be a significant effect in this case because all potentially significant effects (a) have been analyzed adequately in an earlier ENVIRONMENTAL IMPACT REPORT or NEGATIVE DECLARATION pursuant to applicable standards and (b) have been avoided or mitigated pursuant to that earlier ENVIRONMENTAL IMPACT REPORT or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project.

Therefore, nothing further is required.

A copy of the Initial Study documenting reasons to support the Mitigated Negative Declaration is on file in the Planning Division, 1635 Faraday Avenue, Carlsbad, California 92008.

ADOPTED: June 15, 2022, pursuant to Planning Commission Resolution 7453 ATTEST:

Eric Lardy
Principal Planner
Community Development Department
Planning Division
1635 Faraday Avenue Carlsbad, CA 92008 449-339-2600

NOTICE OF INTENT TO ADOPT A

MITIGATED NEGATIVE DECLARATION
PROJECT NAME: Veterans Memorial Park Project
PROJECT NO: CUP 2021-0014, CDP 2021-0052, HDP 2021-0003, HMP 2021-0006 (PUB 2019- 0012)
PROJECT LOCATION: Approximately 350 feet east of the intersection of Cannon Road and Faraday Avenue, 1.4 miles east of the Interstate (I) 5/Cannon Road interchange, 0.5 mile southeast of the Agua Hedionda Lagoon, and located southeast of the intersection of Faraday Avenue and Whitman Way
PROJECT DESCRIPTION: The Project consists of the development of a public park on 38.82 acres of a 93.70 acre parcel (the Project site), which would include a Veterans memorial plaza/gathering area, playgrounds, a bike park, formal picnic areas, passive recreation areas, outdoor exercise area, an outdoor education area, open turf, and multi-use trails. Site Plans for the Project and Bike Park are provided as Exhibits 3 and 4, respectively. More information on the park uses and amenities proposed in each area of the park is provided below.

PROPOSED DETERMINATION: The City of Carlsbad has conducted an environmental review of the above described project pursuant to the Guidelines for Implementation of the California Environmental Quality Act (CEQA) and the Environmental Protection Ordinance of the City of Carlsbad. As a result of said review, the Initial study identified potentially significant effects on the environment, but (1) revisions in the project plans or proposals made by, or agreed to by, the applicant before the proposed Mitigated Negative Declaration and Initial Study are released for public review would avoid the effects or mitigate the effects to a point where clearly no significant effect on the environment would occur, and (2) there is no substantial evidence in light of the whole record before the City that the pr significant effect on the environment. Therefore, a Mitigated Negative Declarationwill be recommended for adoption by the City of Carlsbad Planning Commission.

AVAILABILITY: A copy of the Initial Study documenting reasons to support the proposed Mitigated Negative Declaration is on file in the Planning Division, 1635 Faraday Avenue, Carlsbad, California 92008 and is available online at: https://www.carlsbadca.gov/departments/community-development/agendas- minutes-notices-18045.

COMMENTS: Comments from the public are invited. Pursuant to Section 15204 of the CEQA Guidelines, in reviewing Mitigated Negative Declarations, persons and public agencies should focus on the proposed finding that the project will not have a significant effect on the environment. If persons and public agencies believe that the project may have a significant effect, they should: (1) identify the specific effect; (2) explain why they believe the effect would occur; and (3) explain why they believe the effect would be significant. Written comments regarding the draft Mitigated Negative Declaration should be directed to Eric Lardy at the address listed below or via email to [email protected]. Comments must be received within 30 days of the date of this notice.

The proposed project and Mitigated Negative Declaration are subject to review and approval/adoption by the Planning Commission. Additional public notices will be issued when those public hearings are scheduled. If you have any questions, please call Eric Lardy in the Planning Division at (442) 339-2600.

PUBLIC REVIEW PERIOD March 11, 2022 to April 11, 2022
PUBLISH DATE March 11, 2022

VETERANS MEMORIAL PARK
Notice of Intent
Veterans Memorial Park Final ISMND
Veterans Park Mitigation and Monitoring Program
Veterans Park Mitigated Negative Declaration
Appendix - A1 Annual
Appendix - A2 Winter
Appendix - A3 Summer
Appendix - B Bio Tech
Appendix - C Coastal California Gnatcatcher Report
Appendix - D Phase 1 Archaeo-Paleo Report
Appendix - E1 Geotechnical Investigation
Appendix - E2 Infiltration Testing
Appendix - E3 Surfical Geologic Mapping
Appendix - F Phase 1 ESA
Appendix - G PWQMP
Appendix - H1 Construction Noise and Vibration
Appendix - H2 Stationary Noise
Appendix - H3 Traffic Noise
Appendix - I VMT Assessment
Non CEQA Technical Study
Veterans Memorial Park Traffic Study
To view all Appendix documents listed above, please go to this link:
https://www.carlsbadca.gov/departments/community-development/agendas-minutes-notices-18045

BLEACHER DESIGN CRITERIA
OVERALL SCOPE:

PROVIDE NEW BLEACHERS AS DESIGNED BY NATIONAL RECREATION SYSTEMS, INC. CONSISTING OF (1) SUCH UNIT(S), NON-ELEVATED, 5 ROWS HIGH x21'-0" BLEACHER, WITH THE ACCESSORIES AND FEATURES ILLUSTRATED HEREIN. NET SEATING CAPACITY PER UNIT 70 + 0 ADA (NOT INCLUDING AISLES, BASED ON 18" PER SEAT).

APPLICABLE CODES:

INTERNATIONAL BUILDING CODE (IBC)-2018 EDITION/ICC-300-2017 EDITION

DESIGN LOADS:

LIVE LOADS:

UNIFORM LOADING - STRUCTURE = 100 PSF
UNIFORM LOADING - SEAT PLANKS = 120 PLF

SWAY LOADS:

PERPENDICULAR TO SEATS = 10 POUNDS PER LINEAL FOOT
PARALLEL TO SEATS = 24 POUNDS PER LINEAL FOOT

WIND LOADS:

BASIC DESIGN WIND SPEED = UP TO 102 MPH (EXPOSURE "C")

RAIL LOADS:

UNIFORM LOAD = 50 POUNDS PER LINEAL FOOT IN ANY DIRECTION CONCENTRATED LOAD = 200 LBS. IN ANY DIRECTION

* NOTE: ALL BLEACHERS MUST BE ANCHORED TO MEET WIND LOADS SPECIFIED ABOVE

SEISMIC LOADS:

RISK CATEGORY = III
SEISMIC IMPORTANCE FACTOR = 1.25
SDS = 0.942
SEISMIC DESIGN CATEGORY = C

GENERAL REQUIREMENTS:

A. THE SITE ON WHICH THE BLEACHER IS TO BE PLACED SHALL CONSIST OF A MINIMUM SOIL BEARING OF 2,000 PSF.

B. THE SITE SHALL BE CLEAR OF ALL OBSTACLES (IE. LIGHT POLES, UTILITIES, OR OTHER OBSTRUCTIONS), UNLESS SPECIAL CONSTRUCTION IS SPECIFICALLY STATED IN THE BID OR QUOTE.

C. THE SURFACE MAY BE SLOPED A MAXIMUM OF 1/8 INCH PER FOOT FOR DRAINAGE. THE MAXIMUM OVERALL OUT OF LEVEL SLOPE PERPENDICULAR TO THE SEATS (FRONT TO REAR) SHALL NOT EXCEED 2" AND PARALLEL TO THE SEATS (END TO END) SHALL NOT EXCEED 4". VARIATIONS IN FLATNESS SHALL NOT EXCEED 5/16" BELOW A 10-FOOT STRAIGHTEDGE. BLEACHERS SHALL BE ANCHORED TO RESIST OVERTURNING FROM WIND FORCES, AND TO BE IN COMPLIANCE WITH LOCAL CODES.

ALUMINUM NOTES:

1. ALUMINUM WELDING SHALL CONFORM TO AWS D-1.2 STRUCTURAL WELDING CODE - ALUMINUM WITH FIBER ALLOY 4043 FOR FILLET WELDS FOR BUILDING TYPE STRUCTURES.

2. PLANKS SHALL BE EXTRUDED ALUMINUM ALLOY 6063-T6.

3. EXTRUDED ALUMINUM STRUCTURAL SHAPES SHALL BE 6061-T6.

4. WHERE ANODIZED FINISH IS INDICATED, FINISH SHALL BE 204R1. (ANODIZED FINISH IS CLEAR)

5. AS SPECIFIED AND ILLUSTRATED, ALL ALUMINUM FOOTBOARDS, WALKING SURFACES, AND RISERS ARE MILL FINISH. MILL FINISH ALUMINUM, WHEN EXPOSED TO THE ATMOSPHERE, FORMS A TRANSPARENT, PROTECTIVE OXIDE COATING. MILL FINISH ALUMINUM WILL STAIN WHEN MOISTURE IS TRAPPED AGAINST IT. THIS MOISTURE ENTRAPMENT CAN OCCUR AT SEVERAL STAGES OF MATERIAL DELIVERY INCLUDING PACKAGING, SHIPPING AND STORAGE. THESE STAINS CAN BE ERRATIC AND VARY IN COLOR FROM LIGHT BRONZE TO BLACK TO CHALKY WHITE. MOISTURE STAINS HAVE NO EFFECT ON THE STRENGTH OF THE MATERIAL. THESE STAINS BECOME LESS NOTICEABLE DURING NORMAL USAGE AND EXPOSURE TO THE SUN'S RADIATION. AN UPGRADE TO ANODIZED FOOT PLANK AND ANODIZED RISER PLANK WILL ELIMINATE THIS ISSUE.

NUMBER OF HARD COPIES REQUESTED*:____________________

THIS DRAWING AND ALL INFORMATION CONTAINED
HEREIN IS THE PROPERTY OF NATIONAL RECREATION SYSTEMS, INC.

AND IS NOT TO BE REPRODUCED WITHOUT EXPRESS WRITTEN
PERMISSION OF THIS MANUFACTURER. WE ASSUME
NO RESPONSIBILITY FOR UNAUTHORIZED USE OF THIS DRAWING.

NATIONAL RECREATION SYSTEMS, INC. IS NOT RESPONSIBLE FOR LOCAL PERMITS AND OCCUPANCY REQUIREMENTS.1300-D AIRPORT NORTH OFFICE PARK FORT WAYNE, IN 46825 PH: 888-568-9064 FAX: 260482-7449 WWW.BLEACHERS.NET
PROJECT/SITE:

DESCRIPTION:

DRAWN BY: DATE: REVISION: SCALE: SHEET NUMBER:

NATIONAL RECREATION SYSTEMS, INC.

NA-0521STD_VP_41482 SUB STAMPS
CS.1 TITLE BLOCK DESCRIPTION
ADW 6/23/2025 0 N.T.S. CS.1

CARLSBAD VETERANS MEMORIAL PARK
SAN JUAN CAPISTRANO, CA 92675
SO-41482
NON-ELEV. ALUMINUM 5 ROW X 21'-0" BLEACHER WITH VERTICAL PICKET,

CONCRETE ANCHORS
N/A

STAMPS SO-

DRAWING SHEET INDEX

SHEET NUMBER DESCRIPTION
CS.1 COVER SHEET SUBMITTAL
TD.1 BLEACHER SEATING PLAN SUBMITTAL
FP.1 FOUNDATION PLAN SUBMITTAL
AP.1 ANCHORING PLAN SUBMITTAL
ID.1 FRAME IDENTIFICATION SUBMITTAL
BA.1 BLEACHER BRACING VIEW SUBMITTAL
EL.1 BLEACHER SIDE ELEVATION SUBMITTAL
EL.2 BLEACHER END VIEW SUBMITTAL
1488 Bond Street, Suite 100
Naperville, Illinois 60563 -6503
(P) 630.357.0540 (F) 630.357.0164
LARSON
LEI Comm No. 21250012.026

LIMITED TO STRUCTURAL DESIGN ONLY
A
SHT.

EL.1
A
SHT.

EL.1
B
SHT.

EL.2
B
SHT.

EL.2

THIS DRAWING AND ALL INFORMATION

CONTAINED HEREIN IS THE PROPERTY OF
NATIONAL RECREATION SYSTEMS, INC. AND

IS NOT TO BE REPRODUCED
0 DRAWN BY REVISION PAGE #
ADW

DESCRIPTION

PROJECT/SITE
DATE
6/23/2025
NA-0521STD_VP_41482 SUB STAMPS
N.T.S.

SCALE
NATIONAL RECREATION SYSTEMS, INC.

WITHOUT EXPRESS WRITTEN PERMISSION OF THIS MANUFACTURER. WE ASSUME NO RESPONSIBILITY FOR UNAUTHORIZED USE OF THIS DRAWING. NATIONAL RECREATION SYSTEMS, INC. IS NOT RESPONSIBLE FOR LOCAL PERMITS AND OCCUPANCY REQUIREMENTS.

SHEET NAME
2 / 8TD.1

TOP DOWN SEATING PLAN
PRINTED NAME:________________________________________

SIGNATURE:____________________________________________

TITLE:_________________________________________________

DATE:_________________________________________________
o APPROVED
o APPROVED AS NOTED*
o REVISE AND RESUBMIT
o REJECTED (CITE REASON FOR REJECTION)
* MAY RESULT IN ADDITIONAL REQUEST FOR DRAWING APPROVAL IF MARKUPS ARE NOT

CLEAR TO NRS REPRESENTATIVE OR IF REQUESTED REVISION FALLS OUTSIDE THE SCOPE OF PROJECT QUOTE DOCUMENT.
21'
6' TYP. O.C. 1'-6" TYP.

END O.H.
9'-49 16"
ROW 1
ROW 2
ROW 3
ROW 4
ROW 5
**ECONOMICAL MILL FINISH FOOT PLANK AND RISERS HAVE BEEN SPECIFIED ON THIS BLEACHER DESIGN. NRS WILL NOT BE RESPONSIBLE FOR

DISCOLORATION OR STAINING (DARK BLACK, BROWN, OR WHITE RESIDUE) RESULTING FROM UNAVOIDABLE CONDENSATION THAT OCCURS DURING PACKING, TRANSPORTING AND STORAGE, PRECEDING AND/OR DURING INSTALLATION. REMOVAL OF THESE STAINS OR REPLACEMENT OF

BOARDS UPON COMPLETION OF INSTALLATION IS NOT PART OF THIS CONTRACT BECAUSE STAINED MILL FINISH BOARDS MEET ALL SPECIFIED REQUIREMENTS. A CLEAR ANODIZED FINISH MAY BE QUOTED AT AN ADDITIONAL COST TO AVOID POTENTIAL DISCOLORATION OR STAINING.

APPEARANCE OF MILL VS. ANODIZED
PLANK DIFFERS AS NOTED: MILL APPEARANCE = SHINY / ANODIZED APPEARANCE = SATIN. 1488 Bond Street, Suite 100
Naperville, Illinois 60563 -6503
(P) 630.357.0540 (F) 630.357.0164
LARSON
LEI Comm No. 21250012.026

LIMITED TO STRUCTURAL DESIGN ONLY
6/26/2025

THIS DRAWING AND ALL INFORMATION

CONTAINED HEREIN IS THE PROPERTY OF
NATIONAL RECREATION SYSTEMS, INC. AND

IS NOT TO BE REPRODUCED
0 DRAWN BY REVISION PAGE #
ADW

DESCRIPTION

PROJECT/SITE
DATE
6/23/2025
NA-0521STD_VP_41482 SUB STAMPS
N.T.S.

SCALE
NATIONAL RECREATION SYSTEMS, INC.

SHEET NAME
3 / 8FP.1

FOUNDATION PLAN
PRINTED NAME:________________________________________

SIGNATURE:____________________________________________

TITLE:_________________________________________________

CLEAR TO NRS REPRESENTATIVE OR IF REQUESTED REVISION FALLS OUTSIDE THE SCOPE OF PROJECT QUOTE DOCUMENT.
14'-8"
21'
5'-6"

FRAME TO

EDGE OF

CONCRETE
11" TYP.
6' TYP. O.C. 1'-6" TYP
END O.H.
10'-6" qTO EDGE OF CONCRETE
TYP. OUTSIDE EDGE OF CONCRETE 1
-
q
3' qTO

NEAREST

FRAME LINE

MINIMUM CONCRETE FOUNDATION SPECIFICATIONS

SCOPE:

FOUNDATION CONSTRUCTION IS NOT PART OF NATIONAL RECREATION SYSTEMS, INC'S., SCOPE OF WORK UNLESS NOTED OTHERWISE IN THE CONTRACT DOCUMENTS. THE OWNER SHALL REVIEW THE FOUNDATION DESIGN WITH LOCAL CODE AUTHORITIES AND COORDINATE WITH NRS, INC.

FOUNDATION DESIGN & ANCHORS:
1) THE FOUNDATION DESIGNS ARE BASED ON THE FOLLOWING:

A) MINIMUM PRESUMED SOIL BEARING OF 2000 PSF.

B) BLEACHER FRAME DEAD AND LIVE LOAD OF 700 LBS./FT.

C) BLEACHER FRAME WIND UPLIFT OF 250 LBS./FT.
2) UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS THE BLEACHER FRAMES SHALL BE ATTACHED TO CONCRETE WITH A 1/2" DIA. X 3 3/4" WEDGE TYPE EXPANSION ANCHOR. THE ANCHORS SHALL BE EMBEDDED A MINIMUM OF 3" INTO THE CONCRETE. ALL ANCHORS ARE TO BE HILTI KWIK BOLT TZ2, OR APPROVED EQUIVALENT.

CONCRETE SPECIFICATIONS:
1) ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318.19. 2) ALL CONCRETE SHALL BE AIR-ENTRAINED USING AN AIR ENTRAINING ADMIXTRUING MEETING ASTM C620.

TOTAL AIR CONTENT: 5%-7% PER ASTM C173.
3) ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY STRENGTH OF FC=3000PSI. CONCRETE SHALL HAVE AIR-ENTRAINMENT 4) A 1/4" BITUMINOUS EXPANSION JOINT MATERIAL SHALL BE PLACED BETWEEN STRIP AND SLAB FOUNDATIONS WHEN ADJACENT TO EACH OTHER.
5) THE DEPRESSIONS IN THE TOP OF THE FOUNDATIONS BETWEEN HIGH SPOTS SHALL NOT EXCEED 5/16" BELOW 10-FOOT LONG STRAIGHTEDGE. THE 10-FOOT STRAIGHTEDGE METHOD USED TO MEASURE FOUNDATION FLATNESS SHALL BE IN ACCORDANCE WITH ACI 302.1R-04 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION".

MINIMUM CONCRETE SLAB RECOMMENDED SPECIFICATIONS:
1) CONCRETE SLAB SHALL HAVE A MINIMUM THICKNESS OF 5" (SOME AREAS MAY REQUIRE 6") AND PLACED ON 4" OF COMPACTED GRAVEL OR COMPACTED SUB BASE.
2) NRS. INC., RECOMMENDS THAT THE CONCRETE SLAB BE REINFORCED WITH 6X6-W2.1XW2.1 WELDED WIRE FABRIC AT 1 1 2" CONCRETE COVER FROM THE TOP. IN LIEU OF WELDED WIRE FABRIC, STEEL FIBER SUBSTITUTION REQUIRES OWNER APPROVAL AND HIS UNDERSTANDING OF POTENTIAL MAINTENANCE ISSUES.
3) CONTRACTOR MAY SUBSTITUTE BLENDED FIBER REINFORCING, PROVIDED THE BLEND CONSISTS OF MULTIFILAMENT POLYPROPYLENE FIBERS AND COLD DRAWN STEEL WIRE FIBERS. NOVAMESH 950 OR APPROVED EQUIVALENT, APPLIED AT A DOSAGE RATE OF 5LB/CY UNLESS SPECIFIED OTHERWISE OR A DIFFERENT RECOMMENDATION IS MADE BY THE MANUFACTURER. 4) CRACK CONTROL JOINTS SHALL BE SAWED INTO SLAB TO FORM APPROXIMATE SQUARE PATTERNS. THE MAXIMUM SPACING FOR CONTROL JOINTS SHALL NOT EXCEED 13'-6",UNLESS INDICATED OTHERWISE. THE BLEACHER FRAMES SHALL NOT BE SET ON CONTROL JOINTS. THE

DESIGNER SHALL CONTACT NRS TO COORDINATE JOINT SPACING REQUIREMENTS WITH THE SPECIFIC BLEACHER DESIGN.
5) THE SLAB MAY BE SLOPED A MAXIMUM OF 1/8 INCH PER FOOT FOR DRAINAGE. THE MAXIMUM OVERALL OUT OF LEVEL SLOPE FOR THE SLAB PERPENDICULAR TO THE SEATS (FRONT TO REAR) SHALL NOT EXCEED 2" AND PARALLEL TO THE SEATS (END TO END) SHALL NOT EXCEED 4".

N.T.S.
(1) #5 CONT.
6x6 W2.1xW2.1 WWFGRADE

COMPACTED

SAND OR
GRAVEL

CONCRETE SLAB-ON-GRADE
1 CONCRETE SLAB SECTION
1'
3"
O.C. 3"
O.C.
8" 4"
4"
5"
Ä Ä
Ä
Ä
Ä
Ä Ä
Ä
Ä
Ä
Ä
Ä
Ä
Ä
N.T.S.
- CONTROL JOINT DETAIL
Ä
Ä
Ä
Ä
1 1/4" DEEP 1/8" SAWCUT
1 2 3 4

SEAL IS LIMITED TO BLEACHER

FRAMING AND EXCLUDES

SLAB/FOUNDATION
1488 Bond Street, Suite 100
Naperville, Illinois 60563 -6503
(P) 630.357.0540 (F) 630.357.0164
LARSON
LEI Comm No. 21250012.026

LIMITED TO STRUCTURAL DESIGN ONLY
6/26/2025

THIS DRAWING AND ALL INFORMATION

CONTAINED HEREIN IS THE PROPERTY OF
NATIONAL RECREATION SYSTEMS, INC. AND

IS NOT TO BE REPRODUCED
0 DRAWN BY REVISION PAGE #
ADW

DESCRIPTION

PROJECT/SITE
DATE
6/23/2025
NA-0521STD_VP_41482 SUB STAMPS
N.T.S.

SCALE
NATIONAL RECREATION SYSTEMS, INC.

SHEET NAME
4 / 8AP.1

ANCHORING PLAN
PRINTED NAME:________________________________________

SIGNATURE:____________________________________________

TITLE:_________________________________________________

CLEAR TO NRS REPRESENTATIVE OR IF REQUESTED REVISION FALLS OUTSIDE THE SCOPE OF PROJECT QUOTE DOCUMENT.

N.T.S.

WEDGE ANCHOR - 3 3/4"1

BASE OF UNIT BEING

ANCHORED

CONCRETE FOUNDATION

CONCRETE ANCHOR MIN
EMBEDMENT IS 2 1/2"
ATTACH USING ½” x 3 ¾”
HILTI KWIK BOLT TZ2
WITH MIN 3” EMBEDMENT.

FRAME SHOWN

RAISED FOR CLARITY
1 -
5'-6" MIN.

SEE FOUNDATION PLAN FOR CONCRETE LAYOUT

CONCRETE BY OTHERS
1488 Bond Street, Suite 100
Naperville, Illinois 60563 -6503
(P) 630.357.0540 (F) 630.357.0164
LARSON
LEI Comm No. 21250012.026

LIMITED TO STRUCTURAL DESIGN ONLY
6/26/2025
FA5
RP-ARB01
RP-ARV01_VP
RP-ASR_VP
RP-ASL_VP
FA5 - 5 ROW SEATING FRAME
QTYLENGTHDESCRIPTIONSIZENo.
224 1/2"STD. DIAG. SUPPORT L 1 1/2" X 1 1/2" X 3/16"1
58 5/8"2 X 10 SEAT SUPPORTL 1 1/2" X 1 1/2" X 3/16"2
123 3/4"H/D FOOT SUPPORTL 1 1/2" X 2 1/2" X 1/4"3
323 3/4"6 HOLE FOOT SUPPORTL 1 1/2" X 2" X 3/16"4
138 3/4"ROW 4 VERT FOR FA-5 SEATING FRAMEL 1 1/2" X 2" X 3/16"5 130 3/4"ROW 3 VERT. FOR 4 & 5 ROW FRAMESL 1 1/2" X 2" X 3/16"6 122 3/4"ROW 2 VERT. FOR 3, 4 & 5 ROW FRAMESL 1 1/2" X 2" X 3/16"7 114 3/4"FRT. VERT. FOR 3, 4 & 5 ROW FRAMESL 1 1/2" X 2" X 3/16"8 199"HORIZONTAL - 9/16" DIA HOLE SPACING - 5 ROWL 2" X 2" X 3/16"9 146 3/4"REAR VERT FOR FA5 SEATING FRAMEL 2" X 3" X 5/16"10 RP-ARB01 - 4 BOLT REAR GUARD RAIL POST ATTACH. BRACKET
QTYLENGTHDESCRIPTIONSIZENo.
125 1/2"4 BOLT REAR POST VERT ATTACH ANGLEL 2" X 3" X 1/4"1 112 3/4"STD. REAR GUARD RAIL POST HORIZONTAL MEMBERL 2" X 3" X 1/4"2 113"STD. REAR GUARD RAIL POST DIAGONAL MEMBER L 2" X 3" X 1/4"3 RP-ARV01_VP - REAR GUARDRAIL POST - VERT. PICKET
QTYLENGTHDESCRIPTIONSIZENo.
2 U-CHANNEL CAP Vinyl Dip Pliable: PVC Black 3" x 17/8" DK0155B3" x 1 7/8" x 1"1 171 13/16"REAR GUARDRAIL VERT. POST (V/P)C 3" X 1 7/8" X 1/4"2 RP-ASR_VP - SPEC RIGHT SIDE GUARDRAIL POST - VERT. PICKET QTYLENGTHDESCRIPTIONSIZENo.
1N/A3/8" Flange Nut3/8"1
11 1/4"3/8" x 1 1/4" Hex Head Bolt3/8" X 1 1/4"2
110 1/2"R/S GRD RAIL POST UPPER HORIZ. ATTACH. ARM FOR RP-ASR_01L 1 1/2" X 2 1/2" X 1/4"3 111 3/4"R/S GRD RAIL POST LOWER HORIZ. ATTACH. ARML 1 1/2" X 2 1/2" X 1/4"4 159 1/16"RIGHT SIDE GUARD RAIL VERT POST (VP)L 2" X 3" X 1/4"5 RP-ASL_VP - SPEC LEFT SIDE GUARDRAIL POST - VERT. PICKET QTYLENGTHDESCRIPTIONSIZENo.
1N/A3/8" Flange Nut3/8"1
11 1/4"3/8" x 1 1/4" Hex Head Bolt3/8" X 1 1/4"2
110 1/2"L/S GRD RAIL UPPER HORIZ. ATTACH ARM FOR RP-ASL_01L 1 1/2" X 2 1/2" X 1/4"3 111 3/4"L/S GRD RAIL POST LOWER HORIZ. ATTACH. ARML 1 1/2" X 2 1/2" X 1/4"4 159 1/16"LEFT SIDE GUARD RAIL VERT POST (VP)L 2" X 3" X 1/4"5

THIS DRAWING AND ALL INFORMATION

CONTAINED HEREIN IS THE PROPERTY OF
NATIONAL RECREATION SYSTEMS, INC. AND

IS NOT TO BE REPRODUCED
0 DRAWN BY REVISION PAGE #
ADW

DESCRIPTION

PROJECT/SITE
DATE
6/23/2025
NA-0521STD_VP_41482 SUB STAMPS
N.T.S.

SCALE
NATIONAL RECREATION SYSTEMS, INC.

SHEET NAME
5 / 8ID.1

FRAME IDENTIFICATION
PRINTED NAME:________________________________________

SIGNATURE:____________________________________________

TITLE:_________________________________________________

CLEAR TO NRS REPRESENTATIVE OR IF REQUESTED REVISION FALLS OUTSIDE THE SCOPE OF PROJECT QUOTE DOCUMENT.
3 4
4 4
9 8
7 6
5 1
1 10
2 2
2 2
2 1
3 2
12 1
21 5
3 4
21 5
4 3
1488 Bond Street, Suite 100
Naperville, Illinois 60563 -6503
(P) 630.357.0540 (F) 630.357.0164
LARSON
LEI Comm No. 21250012.026

LIMITED TO STRUCTURAL DESIGN ONLY
6/26/2025
XB-_WH ASSY

THIS DRAWING AND ALL INFORMATION

CONTAINED HEREIN IS THE PROPERTY OF
NATIONAL RECREATION SYSTEMS, INC. AND

IS NOT TO BE REPRODUCED
0 DRAWN BY REVISION PAGE #
ADW

DESCRIPTION

PROJECT/SITE
DATE
6/23/2025
NA-0521STD_VP_41482 SUB STAMPS
N.T.S.

SCALE
NATIONAL RECREATION SYSTEMS, INC.

SHEET NAME
6 / 8BA.1

BLEACHER BRACING VIEW
PRINTED NAME:________________________________________

SIGNATURE:____________________________________________

TITLE:_________________________________________________

CLEAR TO NRS REPRESENTATIVE OR IF REQUESTED REVISION FALLS OUTSIDE THE SCOPE OF PROJECT QUOTE DOCUMENT.

1. TYP. ALUMINUM X-BRACE WITH:
(1) 1 1/2" X 1" X 3/16" & (1) 3/16" X 1 1/4" FLAT BAR.

LOCATE AT ALTERNATE BAYS

2. TYP. ALUMINUM SPACER BRACE (STRAIGHT)
BRACING (1) L 1" x 1 1/2" x 3/16"
6'
6'
6'
ROW 3
ROW 3

1. CLOSED BAY (X-BRACING)

2. OPEN BAY (SPACER BRACING)
3/8" x 1 1/4" HEX HD
BOLT & 3/8"

FLANGE NUT

TYP X-BRACING

BLEACHER FRAME

REAR OF

BLEACHER
FRAME

REAR GUARDRAIL

BRACKET

ATTACH GUARDRAIL

BRACKET TO REAR

OF BLEACHER FRAME
USING 3/8" x 1 1/4"

HEX HD BOLT &

FLANGE NUT
(TYP 4 PLACES)
NOTE: VERTICAL MUST BE

SQUARE TO ATTACHMENT

ARM OF BRACKET

REAR GUARDRAIL

BRACKET

GUARDRAIL VERTICAL
POST

ATTACH GUARDRAIL

VERTICAL POST TO

BRACKET USING
3/8" x 1 1/4" HEX HD
BOLT & 3/8" FLANGE
NUT (TYP 2 PLACES)
N.T.S.
1 TYP. BRACE CONN. - 1 1/4" BOLT
N.T.S.
2 REAR GUARDRAIL BRACKET ATTACH.

N.T.S.
3 REAR GUARDRAIL POST ATTACH.
1488 Bond Street, Suite 100
Naperville, Illinois 60563 -6503
(P) 630.357.0540 (F) 630.357.0164
LARSON
LEI Comm No. 21250012.026

LIMITED TO STRUCTURAL DESIGN ONLY
6/26/2025

SECTION A-A
TYP. SEATING SECTION

THIS DRAWING AND ALL INFORMATION

CONTAINED HEREIN IS THE PROPERTY OF
NATIONAL RECREATION SYSTEMS, INC. AND

IS NOT TO BE REPRODUCED
0 DRAWN BY REVISION PAGE #
ADW

DESCRIPTION

PROJECT/SITE
DATE
6/23/2025
NA-0521STD_VP_41482 SUB STAMPS
N.T.S.

SCALE
NATIONAL RECREATION SYSTEMS, INC.

SHEET NAME
7 / 8EL.1

BLEACHER SECTION VIEW
PRINTED NAME:________________________________________

SIGNATURE:____________________________________________

TITLE:_________________________________________________

CLEAR TO NRS REPRESENTATIVE OR IF REQUESTED REVISION FALLS OUTSIDE THE SCOPE OF PROJECT QUOTE DOCUMENT.
**ECONOMICAL MILL FINISH FOOT PLANK AND RISERS HAVE BEEN SPECIFIED ON THIS BLEACHER DESIGN. NRS WILL NOT BE RESPONSIBLE FOR

APPEARANCE OF MILL VS. ANODIZED
PLANK DIFFERS AS NOTED: MILL APPEARANCE = SHINY / ANODIZED APPEARANCE = SATIN. 1'-5"
2'-8"
4'-1"
(1) 2x10 MILL FOOT PLANK
ROWS 2 & 3
(2) 2x10 MILL

FOOT PLANK
ROWS 3 & 4
(2) 1x6 MILL

RISER PLANK

TOP ROW ONLY
(1) 1x6 MILL

RISER PLANK
ROW 3 ONLY
*RIDGES ON PLANK FACE REMOVED FOR CLARITY
1x6 PLANK
1x6 PLANK
3/16" POP
RIVET
1x6 SPLICE
2x10 PLANK
(UPSIDE DOWN)
2x10 PLANK
(UPSIDE DOWN)
3/16" POP RIVET TO
(1) PLANK ONLY.
4 REQUIRED

STAGGER
SPLICE
*END CAP REMOVED FOR CLARITY
5/16"

FLANGE NUT
5/16" x 1 1/2"

CARRIAGE BOLT
TYP. HOLD

DOWN CLIP
*END CAP REMOVED FOR CLARITY
5/16" x 1 1/2"

CARRIAGE BOLT
TYP. HOLD

DOWN CLIP
5/16"

FLANGE NUT
2x10 PLANK
(UPSIDE DOWN)
#8 x 1/2" S.S.

SCREW
2x10 ENDCAP
1x6 PLANK
(UPSIDE DOWN)
#8 x 1/2" S.S.

SCREW
1x6 ENDCAP
#8 x 1/2" S.S.

SCREW
2x10 PLANK
(UPSIDE DOWN)
DOUBLE 2x10
ENDCAP
1x6 PLANK
(UPSIDE DOWN)
DOUBLE 1x6
ENDCAP
#8 x 1/2" S.S.

SCREW
DOUBLE 2x10 MILL

FOOT PLANK
1x6 MILL

RISER PLANK
2x10 ANODIZED
SEAT PLANK 8"
TYP.
1'-5"
TYP.
2' TYP.

N.T.S.
2 TYP. 1x6 PLANK ATTACHMENT
N.T.S.
3 TYP. 2x10 END CAP ATTACHMENT
N.T.S.
4 TYP. 1x6 END CAP ATTACHMENT
N.T.S.
5 DOUBLE 2x10 END CAP ATTACHMENT
N.T.S.
6 DOUBLE END CAP ATTACHMENT
N.T.S.
7 TYP. 2x10 SPLICE CONNECTION
N.T.S.
1 TYP. 2x10 PLANK ATTACHMENT
N.T.S.
8 TYP. 1x6 SPLICE CONNECTION
8'-3" FRAMING DEPTH
9'-41 2"
1488 Bond Street, Suite 100
Naperville, Illinois 60563 -6503
(P) 630.357.0540 (F) 630.357.0164
LARSON
LEI Comm No. 21250012.026

LIMITED TO STRUCTURAL DESIGN ONLY
6/26/2025

VIEW B-B
SIDE GUARDRAIL POST ATTACH. PANEL CLAMP DETAIL PIPE COUPLER ATTACHMENT U-BOLT DETAILSIDE GUARDRAIL POST ATTACH. PANEL CLAMP DETAIL PIPE COUPLER ATTACHMENT U-BOLT DETAIL

THIS DRAWING AND ALL INFORMATION

CONTAINED HEREIN IS THE PROPERTY OF
NATIONAL RECREATION SYSTEMS, INC. AND

IS NOT TO BE REPRODUCED
0 DRAWN BY REVISION PAGE #
ADW

DESCRIPTION

PROJECT/SITE
DATE
6/23/2025
NA-0521STD_VP_41482 SUB STAMPS
N.T.S.

SCALE
NATIONAL RECREATION SYSTEMS, INC.

SHEET NAME
8 / 8EL.2
PRINTED NAME:________________________________________

SIGNATURE:____________________________________________

TITLE:_________________________________________________

CLEAR TO NRS REPRESENTATIVE OR IF REQUESTED REVISION FALLS OUTSIDE THE SCOPE OF PROJECT QUOTE DOCUMENT.

BLEACHER END VIEW
**ECONOMICAL MILL FINISH FOOT PLANK AND RISERS HAVE BEEN SPECIFIED ON THIS BLEACHER DESIGN. NRS WILL NOT BE RESPONSIBLE FOR

APPEARANCE OF MILL VS. ANODIZED
PLANK DIFFERS AS NOTED: MILL APPEARANCE = SHINY / ANODIZED APPEARANCE = SATIN. 8'-3" FRAMING DEPTH
9'-45 8"
2'-3 8"
3'-91 2"
8'-7 16"

ALIGN UPPER ARM OF POST

W/ REAR EDGE OF SEAT

PLANK, THEN FIELD LOCATE
& DRILL Ø7/16" HOLE IN
PLANK (TYP 4 PLACES)

ATTACH POST THROUGH

END OF BLEACHER PLANK
USING 3/8" x 1 1/2"
CARRIAGE BOLTS & 3/8"

FLANGE NUTS

FOOT PLANK
SEAT
PLANK
TYP. SIDE

GUARDRAIL
POST

PANEL CLAMP
(EACH CLAMP HAS
2 HALVES)5 16" FLANGE NUT
5 16" x 1 1 2"

CARRIAGE BOLT ALUMINUM PIPING
* COUPLER INSERTS 3" INTO EACH

PIPE FOR SPLICING
3/16" POP RIVET

PIPE COUPLER

GD RAIL PIPE

GUARDRAIL
PIPE
5 16" U-BOLT W/
5 16" FLANGE NUT
8ft*lbs.

RAIL POST

ALIGN UPPER ARM OF POST

W/ REAR EDGE OF SEAT

PLANK, THEN FIELD LOCATE
& DRILL Ø7/16" HOLE IN
PLANK (TYP 4 PLACES)

ATTACH POST THROUGH

END OF BLEACHER PLANK
USING 3/8" x 1 1/2"
CARRIAGE BOLTS & 3/8"

FLANGE NUTS

FOOT PLANK
SEAT
PLANK
TYP. SIDE

GUARDRAIL
POST

PANEL CLAMP
(EACH CLAMP HAS
2 HALVES)5 16" FLANGE NUT
5 16" x 1 1 2"

CARRIAGE BOLT ALUMINUM PIPING
* COUPLER INSERTS 3" INTO EACH

PIPE FOR SPLICING
3/16" POP RIVET

PIPE COUPLER

GD RAIL PIPE

GUARDRAIL
PIPE
5 16" U-BOLT W/
5 16" FLANGE NUT
8ft*lbs.

RAIL POST
N.T.S. N.T.S. N.T.S. N.T.S.
4" MAX.

TYP. WELDED ALUMINUM

ANODIZED VERTICAL

PICKET PANEL
TYP. U-BOLT
TYP. PANEL CLAMP
TYP. U-BOLT
3'-6"
RP-ASL_VP/RP-ASR_VP
1488 Bond Street, Suite 100
Naperville, Illinois 60563 -6503
(P) 630.357.0540 (F) 630.357.0164
LARSON
LEI Comm No. 21250012.026

LIMITED TO STRUCTURAL DESIGN ONLY
6/26/2025
Larson Engineering, Inc.
1488 Bond Street, Suite 100
Naperville, IL 60563-6503
630.357.0540 Fax: 630.357.0164
www.larsonengr.com

Carlsbad Veterans Memorial Park 5 Row
San Juan Capistrano, CA
Structural Calculations

Book 1 of 1
Calculation Release #1

Prepared for
National Recreational System, Inc

Larson Engineering, Inc.

Naperville, Illinois
Project Number 21250012.026

Larson Engineering, Inc.
1488 Bond Street, Suite 100
Naperville, IL 60563-6503
630.357.0540 Fax: 630.357.0164
www.larsonengr.com
Load Determination
Job Name: Carlsbad Veterans Memorial Park
Job Number:

Date: 6/25/2025
Larson Engineering of Illinois Eng: NB
1488 Bond Street, Suite 100
Naperville, Illinois 60563
630.357.0540 Fax: 630.357.0164
www.larsonengr.com
Bleacher:

No. of Rows 5
Total Width of
Bleacher 21.00 ft
6 ft
Per Section Analyzed:

DL= 10 psf DL= 60 plf
LL Structure= 100 psf LL Structure= 600 plf
LL Seat= 120 plf LL Seat= 720 lb
Sway ┴ = 10 #/ft/row Sway ┴ = 60 lb Per Footboard
Sway ║ = 24 #/ft/row
Wind Load= see following calc
Seismic Load= see following calc
21250012.024
Tributary Width to Support
Carlsbad Veteran Memorial Park
Design Loads:

BLEACHER ANALYSIS: STRUCTURAL CALCULATIONS ARE BASED ON DRAWINGS BY NATIONAL RECREATIONS SYSTEMS, INC. DATED 06/23/2025 Job Name: Carlsbad Veterans Memorial Park
Job Number:

Date: 6/25/2025
Larson Engineering of Illinois Eng: NB
1488 Bond Street, Suite 100
Naperville, Illinois 60563
630.357.0540 Fax: 630.357.0164
www.larsonengr.com
Per ASCE 7-16
V= 102 mph (Fig. 26.5-1)
C (§ 26.7.3)
zg = 900 ft
Cf = 1.35 (Fig. 29.4-1) a = 9.5
G = 0.85 (§ 26.9.1)
Height to Bottom of Bleacher = 0 ft
@ Bleacher
H = 4.00 ft
Length= 21.0 ft
Kz = 0.85 (Tbl. 29.3-1)
Kzt = 1.00 (Fig. 26.8-1)
Kd = 0.85 (Tbl. 26.6-1)
Ke = 1.00 (Section 26.9)
Bleacher

22.6 psf (Eq. 29.3-1)

25.9 psf (Eq. 29.4-1)
Supports 6' o.c.: 0.6*F
wind = 93 plf
pf= 0.7*Ce*Ct*Is*pg
Ce 1
Ct 1.2
Is 1.1
pg 0 psf
pf= 0 psf
Seismic Loads:

Per ASCE 7-16, Chapter 15:

SDS= 0.942
W= 60.0 plf 10psf per 6ft section
Ie= 1.25
R= 1.25
Ω = 2
Cs = SDS/(R/Ie) = 0.94
F = CsW= 56.52 plf (Eq. 15.4-5)
Supports 6' o.c.:

0.7*Fseismic = 39.56 plf
Flatroof Snow Load
21250012.024
Wind Loads:

Exposure =
q = 0.00256KzKztKdV2I
F = qzGCfAf

ASCE Hazards Report
Address:

San Juan Capistrano
California,
Standard: ASCE/SEI 7-16 Latitude: 33.501873
Risk Category: III Longitude: -117.66282
Soil Class: D - Default (see
Section 11.4.3)
Elevation: 118.62641311034955 ft
(NAVD 88)
Wind
Results:

Wind Speed 102 Vmph
10-year MRI 66 Vmph
25-year MRI 72 Vmph
50-year MRI 77 Vmph
100-year MRI 82 Vmph
Data Source: ASCE/SEI 7-16, Fig. 26.5-1C and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Tue Jun 10 2025
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 3% probability of exceedance in 50 years (annual exceedance probability =

0.000588, MRI = 1,700 years).

Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.

Page 1 of 3 ends

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
M20
M21
M22
M23
M44
M45
M46
M47
M72
M73
M75
M76
M90A M91A M94A M98
M158 M159 M160 M161
M204A
M205A
M206A
M207
M215
M216
M217
M218
M187C
M188C
M75A
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 - Welded
Verticals - Welded
Increased Vertical - Welded
Increased Vertical - Unwelded
Horizontal - Welded
Horizontal - Unwelded
Brace - Welded
Bottom Rail - Welded
Foot Support - Welded
Foot Support - Unwelded
Rear 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
.17 .17
.36 .36 .36
.53 .53 .53
.59 .59 .59
.58
.58
.58
.65.65
.81 .81
.99
.52
.72 .72 .72
.14 .72 .72 .72 .72 .72 .90 .90 .05
.07.07.07 .09.09 .32.32 .32.32.32.32
.70
.70
.70
.37
.58
.58
.58
.41
.11
.73
.27 .27 .27
.41
.31 .31 .31 .31 .92
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 V eterans 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 V sway
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 V sway
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 V eterans 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 S DS -( ) DL Ω ELy - 912.216- lbf=:=

ENVELOPE FORCES GOVERN
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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 plate
R
: 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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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 2 Company:

Address:

Phone I Fax:

Design:

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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) 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 3 Company:

Address:

Phone I Fax:

Design:

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

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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 = (
ANc
ANc0
) 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 h
2 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,min
cac
, 1.5hef
cac
) £ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f
'
c h

1.5 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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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 4 Company:

Address:

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Design:

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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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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 5 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Carlsbad VA 5 Row Bleacher (NRS)
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Date:
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 h
2 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,min
cac
, 1.5hef
cac
) £ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f
'
c h

1.5 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 = b
z
N + b
z
V <= 1
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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 6 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Carlsbad VA 5 Row Bleacher (NRS)
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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!
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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 7 Company:

Address:

Phone I Fax:

Design:

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

6.000 6.000

6.0006.000
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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 8 Company:

Address:

Phone I Fax:

Design:

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

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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 Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
L A
R
R
Y
P. RY A N L I C ENSE
NO
.2
5 0
2LICENSED

LANDSCAPE ARCHITECT

STATE OF CA L I FORNIA

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) C
M7IN13 FROST
N/
L..S.. HEMINGUAY O
C
V
4 Y
MILTO

CITY COUNCIL
s
A
Oj

GEOFF PATNOE - CITY MANAGER

LEGOLAND
OF —KYLE LANCASTER - PARKS 4 RECREATION DIRECTOR
TAS
G 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 INITIAL

REVISION 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
i
i
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: 9/09/2025
GROUP

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 V
WO
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
X
X
X
X
X
X

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKINGELECTRIC

VEHICLEPARKING
ONLY

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING
ONLY
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
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X
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XXXXXXX
X
X
X
XXXX
X
X
X
X
X
X
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VAN
VAN
VAN
VAN
VAN
VAN
X
X
X
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X
X
X
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X
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X
X
X
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X
X

ELECTRIC

VEHICLE

PARKING

ONLY ELECTRIC

VEHICLE

PARKING
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ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING

ONLY ELECTRIC

VEHICLE

PARKING
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ELECTRIC

VEHICLE

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ONLYELECTRIC

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VEHICLE

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ELECTRICVEHICLE

PARKINGONLY

ELECTRIC

VEHICLE

PARKING
ONLY
VAN

ELECTRICVEHICLEPARKING

KEY MAP
T-0.02
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
L A
R
R
Y
P. RY A N L I C ENSE
NO
.2
5 0
2LICENSED

LANDSCAPE ARCHITECT

STATE OF CA L I FORNIA

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,
L-6.01, L-1O1
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L-6.03, L-103

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RJM
tA 2/30/2025
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION50 120101 200’ ENGINEER OF WORK CITY APPROVALOTHER APPROVAL DESIGN
GROUP
L-1IO, L-4.10,
L-6.l0, L-110
L-117, L-4.11,
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/
SHEETS:

L-102, L-4.02,
L-6.02, L-1102
SHEETS;
L-113, L-4.13,
L-6.13, L-113
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L-118, L-4.18,
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SHEETS;
L-1.11, L-4.11,
L-6.11, L-U1
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SHEETS:

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
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L-1.15, L-4.15,
L-6.15, L-115
1 q
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L-108, L-4.08,
L-6.03, L-108
SHEETS-.

L-105, L-4.05,
L-6.05, L-105
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SHEET INDEX
T-0.03
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
L A
R
R
Y
P. RY A N L I C ENSE
NO
.2
5 0
2LICENSED

LANDSCAPE ARCHITECT

STATE OF CA L I FORNIA

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 2731 66 SINGLE SHEET BMP EXHIBIT 135 BIKE PARK CONSTRUCTION DETAILS 204 PLANT LEGEND A62 KEY MAP T—0.02 274BP-0.01 BP-5.07 L-5.0267 136 BIKE PARK CONSTRUCTION DETAILS 205 PLANT LEGEND S7a3 SHEET INDEX T-0.03 275BP-0.02 BP-5.08 L-6.0068 137 BIKE PARK CONSTRUCTION DETAILS 206 OVERALL TREE PLAN S7bT-0.03A 2764 BP-0.03 L-1.01 L-6.0169 138 CONSTRUCTION PLAN 207 TREE PLAN S8a5 T-0.04 277BP-0.04 L-1.02 L-6.0270 BIKE PARK ARTISTIC RENDERING 139 CONSTRUCTION PLAN 208 TREE PLAN S8b6 T-0.05 278BP-1.01 L-1.03 L-6.0371 FEATURE PLAN DUAL SLALOM 140 CONSTRUCTION PLAN 209 TREE PLAN S8c7 C-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 2808 BP-1.03 L-6.05L-1.0573 FEATURE PLAN FLOW TRAILS 142 CONSTRUCTION PLAN 211 TREE PLAN S99 CIVIL DETAIL SHEET C-0.03 281BP-1.04 L-6.06L-1.0674 FEATURE PLAN FLOW TRAILS 143 CONSTRUCTION PLAN 212 TREE PLAN S10a10 CIVIL DETAIL SHEET C-0.04 282BP-1.05 L-6.07L-1.0775 FEATURE PLAN FLOW TRAILS 144 CONSTRUCTION PLAN 213 TREE PLAN S10b11 CIVIL DETAIL SHEET C-0.05 283BP-1.06 L-6.08L-1.0876 FEATURE PLAN FLOW TRAILS 145 CONSTRUCTION PLAN 214 TREE PLAN Pa12 CIVIL STANDARD DETAIL SHEET C-0.06 284BP-1.07 L-6.09L-1.0977 FEATURE PLAN JUMP TRAILS 146 CONSTRUCTION PLAN 215 TREE PLAN Pb13 CIVIL STANDARD DETAIL SHEET C-0.07 285BP-1.08 L-6.10L—1.1078 FEATURE PLAN JUMP TRAILS 147 CONSTRUCTION PLAN 216 TREE PLAN M14 CIVIL STANDARD DETAIL SHEET C-0.08 286BP-1.09 L-6.11L-1.1179 FEATURE PLAN SKILLS 148 CONSTRUCTION PLAN 217 TREE PLAN Ea15 DEMOLITION PLAN D—1.01 287BP-1.10 L-6.12L—1.1280 MATERIAL PLAN DUAL SLALOM 149 CONSTRUCTION PLAN 218 TREE PLAN Eb16 DEMOLITION PLAN D-1.02 288BP-1.11 L-6.13L—1.1381 MATERIAL PLAN PUMP TRACK 150 CONSTRUCTION PLAN 219 TREE PLAN Ec17 DEMOLITION PLAN D-1.03 289BP-1.12 L-6.14L—1.1482 MATERIAL PLAN FLOW TRAILS 151 CONSTRUCTION PLAN 220 TREE PLAN Ed18 DEMOLITION PLAN D-1.04 290BP-1.13 L-6.15L—1.1583 MATERIAL PLAN FLOW TRAILS 152 CONSTRUCTION PLAN 221 TREE PLAN Ee19 DEMOLITION PLAN D-1.05 291BP-1.14 L-6.16L—1.1684 MATERIAL PLAN FLOW TRAILS 153 CONSTRUCTION PLAN 222 TREE PLAN G20 CIVIL PRECISE GRADING PLAN C—1.01 292BP-1.15 L-6.17L-1.1785 MATERIAL PLAN FLOW TRAILS 154 CONSTRUCTION PLAN 223 TREE PLAN A1CIVIL PRECISE GRADING PLAN C-1.02 29321 BP-1.16 L-6.18L-1.1886 MATERIAL PLAN JUMP TRAILS 155 CONSTRUCTION PLAN 224 TREE PLAN A222 CIVIL PRECISE GRADING PLAN C-1.03 294BP-1.17 L-6.19L-1.1987 MATERIAL PLAN JUMP TRAILS 156 CONSTRUCTION PLAN 225 TREE PLAN A323 CIVIL PRECISE GRADING PLAN C-1.04 295BP-2.01 L-6.20L-1.2088 157 CONSTRUCTION PLAN 226 TREE PLAN A4CIVIL PRECISE GRADING PLAN C-1.05 29624 BP-2.02 L-7.01L-2.0189 158 CONSTRUCTION DETAILS 227 SHRUB PLAN A525 CIVIL PRECISE GRADING PLAN C-1.06 297BP-2.03 L-7.02L-2.0290 LAYOUT PLAN PUMP TRACK 159 CONSTRUCTION DETAILS 228 SHRUB PLAN A626 CIVIL PRECISE GRADING PLAN C-1.07 298BP-2.04 L-7.03L-2.0391 LAYOUT PLAN PUMP TRACK 160 CONSTRUCTION DETAILS 229 SHRUB PLAN S727 CIVIL PRECISE GRADING PLAN C-1.08 299BP-2.05 L-7.04L-2.0492 LAYOUT TABLE PUMP TRACK 161 CONSTRUCTION DETAILS 230 SHRUB PLAN S8aCIVIL PRECISE GRADING PLAN C-1.09 30028 BP-2.06 L-7.05L-2.0593 LAYOUT PLAN FLOW TRAILS 162 CONSTRUCTION DETAILS 231 SHRUB PLAN S8b29 CIVIL PRECISE GRADING PLAN C—1.10 301BP-2.07 L-7.06L-2.0694 LAYOUT PLAN FLOW TRAILS 163 CONSTRUCTION DETAILS 232 SHRUB PLAN S9-S1030 CIVIL PRECISE GRADING PLAN C-1.11 302BP-2.08 L-7.07L-2.0795 LAYOUT PLAN FLOW TRAILS 164 CONSTRUCTION DETAILS 233 SHRUB PLAN Pa31 CIVIL PRECISE GRADING PLAN C-1.12 303BP-2.09 L-7.08L-2.0896 LAYOUT PLAN FLOW TRAILS 165 CONSTRUCTION DETAILS 234 SHRUB PLAN Pb32 CIVIL PRECISE GRADING PLAN C-1.13 304BP-2.10 L-7.09L-2.0997 LAYOUT PLAN FLOW TRAILS 166 CONSTRUCTION DETAILS 235 SHRUB PLAN Ea33 CIVIL PRECISE GRADING PLAN C-1.14 305BP-2.11 L-7.10L-2.1098 LAYOUT PLAN FLOW TRAILS 167 CONSTRUCTION DETAILS 236 SHRUB PLAN Eb34 CIVIL PRECISE GRADING PLAN C-1.15 306BP-2.12 L-7.11L-2.1199 LAYOUT PLAN FLOW TRAILS 168 CONSTRUCTION DETAILS 237 SHRUB PLAN Ec35 CIVIL PRECISE GRADING PLAN C-1.16 307BP-2.13 L-7.12L-2.12100 LAYOUT 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 239101 LAYOUT TABLE FLOW TRAILS 170 CONSTRUCTION DETAILS SHRUB PLAN A137 CIVIL PRECISE GRADING PLAN C-1.18 BP-2.15 L-7.14L-2.14 240102 LAYOUT PLAN JUMP TRAILS 171 CONSTRUCTION DETAILS SHRUB PLAN 30938 CIVIL PRECISE GRADING PLAN C-1.19 BP-2.16 L-7.15L-2.15 241103 LAYOUT PLAN JUMP TRAILS 172 CONSTRUCTION DETAILS SHRUB PLAN A239 C-1.20 310 S. BLDG EXTERIOR ELEVATION VIEWSBP-2.17 L-7.16L-2.16104 LAYOUT PLAN JUMP TRAILS 242 SHRUB PLAN173 CONSTRUCTION DETAILS A340 C-2.01 311 S. BLDG SECTION VIEWSBP-2.18 L-7.17L-2.17105 LAYOUT PLAN JUMP TRAILS 243 SHRUB PLAN174 CONSTRUCTION DETAILS INT/EXT & SIDING DET. A4S. BLDG WALL FINISH SCH.C-2.02 31241 BP-2.19 L-7.18L-2.18106 LAYOUT TABLE JUMP TRAILS 244 SHRUB PLAN175 CONSTRUCTION DETAILS A5S. BLDG - DOOR SCH. & DET., ROLL-UP DOOR SCH. & DET.42 C-2.03 313BP-3.01 L-7.19L-2.19107 GRADING & DRAINAGE PLAN PUMP TRACK 245 SHRUB PLAN176 CONSTRUCTION DETAILS S7aC-2.04 314 S. BLDG FOUNDATION PLAN AND DETAILSBP-3.02 L-7.20L-3.01108 GRADING & DRAINAGE PLAN FLOW TRAILS 246 SHRUB PLAN177 DEPT. OF ENV. HEALTH TITLE SHEET S8aS. BLDG - STR. CMU PLAN, REBAR LAY., DET.,& WALL DET.315BP-3.03 L-8.01L-3.01A109 GRADING & DRAINAGE PLAN FLOW TRAILS PLANTING DETAILS178 176A WATER UTILITY MAP 247C-4.0144 S8b316 S. BLDG STRUCTURAL CMU ELEVATION VIEWSBP-3.04 L-8.02L-3.02110 GRADING & DRAINAGE PLAN FLOW TRAILS PLANTING DETAILS179 RECLAIMED WATER HZ MAP 248 45 C-4.02 S9317 S. BLDG ROOF FRAMING PLAN AND CONNECTION DETAILSBP-3.05 E-0.01L-3.03111 GRADING & DRAINAGE PLAN FLOW TRAILS 180 IRRIGATION LEGEND ELECTRICAL NOTES, SYM. LIST, & DETAILS249 S10318 S. BLDG ROOF FRAMING PLAN AND CONNECTION DETAILSBP-3.06 L-3.04112 GRADING & DRAINAGE PLAN FLOW TRAILS 181 IRRIGATION DETAILS E-0.02250 SINGLE LINE DIAGRAM AND DETAILS46 C-4.03 P319 S. BLDG PLUMBING SCHEDULE AND PLANBP-3.07 L-3.05113 GRADING & DRAINAGE PLAN JUMP TRAILS 182 IRRIGATION DETAILS E-0.02A251 PANEL SCHEDULES Pb320 S. BLDG PLUMBING SCHEDULE AND PLANBP-3.08 L-3.06114 GRADING & DRAINAGE PLAN JUMP TRAILS 183 IRRIGATION DETAILS47 E-0.03C-4.04 252 LIGHT FIXTURE SCH. & LIGHTING CONTROLS M321 S. BLDG MECHANICAL PLANBP-3.09 L-4.01115 GRADING & DRAINAGE PLAN JUMP TRAILS 184 IRRIGATION PLAN E-0.04253 ELECTRICAL DETAILS 48 C-4.05 EaS. BLDG - E. SCH., PLAN, RISER DET., & PANEL SCH.322BP-4.01 L-4.02116 185 IRRIGATION PLAN E-1.00254 SITE ELECTRICAL PLAN Eb323 S. BLDG TITLE 24 DOCUMENTSBP-4.02 L-4.03117 186 IRRIGATION PLAN E—1.01255 ELECTRICAL PLAN49 C-4.06 EcS. BLDG TITLE 24 DOCUMENTSBP-4.03 L-4.04 324118 187 IRRIGATION PLAN E-1.02256 ELECTRICAL PLANTITLE50 RW-0.01 BP-4.04 L-4.05119 188 IRRIGATION PLAN E-1.03257 ELECTRICAL PLAN BP-4.05 L-4.06120 189 IRRIGATION PLAN E-1.04258 ELECTRICAL PLAN51 RW-1.01 BP-4.06 L-4.07121 190 IRRIGATION PLAN E-1.05259 PHOTOMETRIC CALCULATION52 WALL PLAN VIEW RW-1.02 BP-4.07 L-4.08122 191 IRRIGATION PLAN E-1.06260 PHOTOMETRIC CALCULATION53 WALL PLAN VIEW RW-1.03 BP-4.08 L-4.09123 192 IRRIGATION PLAN E-2.01261 ENLARGED PLAZA LIGHTING PLAN54 RW-2.01 BP-4.09 L-4.10124 193 IRRIGATION PLAN E-3.01262 TITLE 24 OUTDOOR55 RW- 2.02 BP-4.10 L-4.11125 194 IRRIGATION PLAN E-3.02263 TITLE 24 OUTDOOR56 RW-2.03 BP-4.11 L-4.12126 195 IRRIGATION PLAN G26457 WALL L1 AND L2 PROFILES RW-2.04 BP-4.12 L-4.13127 196 IRRIGATION PLAN A1a26558 RW-2.05
BP-4.13 L-4.14128 197 IRRIGATION PLAN A1b26659 RW-2.06
BP-4.14 L-4.15129 198 IRRIGATION PLAN A1 c26760 RW-2.07 BP-5.01 L-4.16130 199 IRRIGATION PLAN A2a JESSE SANCHEZ268RW-2.0861 BP-5.02 L-4.17131 BIKE PARK CONSTRUCTION DETAILS 200 IRRIGATION PLAN A2b269 BUILDING OFFICIAL DATERW-2.0962 BP-5.03 L-4.18132 BIKE PARK CONSTRUCTION DETAILS 201 IRRIGATION PLAN A3270 SHEETSSHEETTYPICAL WALL SECTIONS RW-3.0163 BP-5.04 L-4.19133 BIKE PARK CONSTRUCTION DETAILS 202 IRRIGATION PLAN INTERIOR/EXTERIOR A4a271 WALL CONSTRUCTION DETAILS64 BP-5.05 L-4.20134 BIKE PARK CONSTRUCTION DETAILS IRRIGATION PLAN203 A4bN. BLDG ’A’ - WALL FINISH DETAILS272 WALL CONSTRUCTION DETAILS65

UNDERGROUND SERVICE ALERT
RJM
A 200/30/2027
9/25/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO WORKING DAYS

BEFORE YOU DIG

LAYOUT PLAN / TABLE - DUAL SLALOM

LAYOUT PLAN / TABLE - DUAL SLALOM
SHEET
LABEL
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 HORIZONTAL CONTROL / SIGNING AND
STRIPING PLANS___________________________

CIVIL HORIZONTAL CONTROL / SIGNING AND

STRIPING 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 BASIN
G2 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: 9/25/2025
GROUP
SHEET
LABEL
L-5.01
• City of
Carlsbad
A ■
i- i

SHEET INDEX
T-0.0
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
L A
R
R
Y
P. RY A N L I C ENSE
NO
.2
5 0
2LICENSED

LANDSCAPE ARCHITECT

STATE OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 546-1A
4 386
APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 3A
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 SANCHEZ385 OF-1.01
OF-2.01 BUILDING OFFICIAL DATE386

SHEETSSHEET

UNDERGROUND SERVICE ALERT
RJM
A 200/30/2027
9/25/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL

REVISION DESCRIPTIONENGINEER OF WORK CITY APPROVALOTHER APPROVAL

TWO 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: 9/25/2025
GROUP
• City of
Carlsbad
X
X
X
X

ELECTRICVEHICLEPARKINGONLY

ELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKING

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKING

ELECTRICVEHICLEPARKINGONLY

ELECTRICVEHICLEPARKINGONLY
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
XX
X
X
X
X
X
X
X
X

XXXXXXXXXXX
X
X
X
X
X
X
XXXXXX
X
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-1
BP
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-2
LV-1
FD-2
FD-2
LV-2
3" VTR
LV-2FD-2
FD-2
LV-1
FD-2
WC-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
X
X
X

ELECTRIC

VEHICLE

PARKING

ONLYELECTRIC

VEHICLE

PARKING
ONLY

ELECTRIC

VEHICLE

PARKINGONLY

ELECTRICVEHICLE

PARKINGONLY

ELECTRICVEHICLE

PARKINGONLY
T-0.04
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
L A
R
R
Y
P. RY A N L I C ENSE
NO
.2
5 0
2LICENSED

LANDSCAPE ARCHITECT

STATE OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

ACCESSIBILITY PLAN MATCHLINE (SOUTH)

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.
386
5 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 Jesse Sanchez 10/9/25

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A 2/30/2025
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL & Recreation Dep; r 1 REVISION DESCRIPTION122’O’ 30‘ 60‘ ENGINEER OF WORK CITY APPROVALOTHER APPROVAL DESIGN
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T-0.05
31591 Camino Capistrano
San Juan Capistrano, CA 92675
www.RJMdesigngroup.com
[949] 493-2690 fax
[949] 493-2600 phone
Signature
Renewal Date
Date
L A
R
R
Y
P. RY A N L I C ENSE
NO
.2
5 0
2LICENSED

LANDSCAPE ARCHITECT

STATE OF CA L I FORNIA

VETERANS MEMORIAL PARK
CIP 4609 541-1A

ACCESSIBILITY PLAN MATCHLINE (NORTH)

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
on non accessible
signage
386
6 APPROVED: EMILY HASEGAWA
ENGINEERING MANAGER RCE 55629 EXPIRES 12/31/26 DATE 6 Jesse Sanchez 10/9/25
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SHEETSSHEET

JESSE SANCHEZ

BUILDING OFFICIAL DATE
1 RJM
A 2/30/2025
9/09/2025 SHEET LABEL PROJECT NO. DRAWING NO.DATE INITIAL DATE INITIAL DATE INITIAL Parks & 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 A CROSS-LINKED POLYURETHANE ACRYLIC EXTERIOR COATING.

A..SOUTH

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LOT
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CIVIL

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

TITLE SHEET
SHEET C-0.01

PROJECT

LOCATION
TITLE SHEET 1
INDEX MAP 2
DETAIL SHEETS 3 TO 5
STANDARD DETAIL SHEETS 6 TO 8
DEMOLITION PLANS 9 TO 13
PRECISE GRADING PLAN 14 TO 33
STORM DRAIN PLAN/PROFILE 34 TO 37

HORIZONTAL CONTROL
/SIGNING AND STRIPING PLAN 38 TO 43
ALLAN BLOCK RETAINING WALLS 44 TO 59
SINGLE SHEET BMP EXHIBIT 60
RETAINING 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. 369-2
GRADING AND DRAINAGE PLANS FOR FARADAY AVE.

DWG. 377-3

KELLY RANCH CORE AREA
DWG. 377-3A

KELLY RANCH CORE
DWG. 478-5H

CARLSBAD DESALINATION CONVEYANCE PIPELINE

EAST SIDE OF FARADAY AVENUE, SOUTH OF

WHITMAN WAY

SOUTHERN CALIFORNIA GEOTECHNICAL
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.

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; SAID

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

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

BIOFILTRATION

AREA WITH

UNDERDRAIN

CITY OF

CARLSBAD
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 PROGRAM
MITIGATION 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 DURING THE BIRD-BREEDING SEASON (FEBRUARY 15–AUGUST 31), IF FEASIBLE. IF THE BREEDING SEASON CANNOT BE AVOIDED, THE FOLLOWING MEASURES SHALL BE TAKEN:

A. SINCE COASTAL CALIFORNIA GNATCATCHERS (POLIOPTILA CALIFORNIA CALIFORNICA) HAVE THE

POTENTIAL TO OCCUR ON SITE, A QUALIFIED BIOLOGIST SHALL CONDUCT A PRE-CONSTRUCTION NEST CLEARANCE SURVEY WITHIN 500 FEET SURROUNDING THE PROJECT SITE WITHIN SUITABLE HABITAT NO MORE THAN THREE DAYS PRIOR TO CONSTRUCTION.

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

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

D. IF NESTS OF LISTED BIRDS, MIGRATORY BIRDS, RAPTORS, OR OTHER SPECIAL-STATUS SPECIES ARE LOCATED, THEY SHALL BE FENCED WITH A PROTECTIVE BUFFER OF 500 FEET FROM ACTIVE NESTS OF

LISTED SPECIES OR RAPTORS, AND AN APPROPRIATE WIDTH FOR OTHER SPECIAL-STATUS BIRD SPECIES, TO BE DETERMINED BY QUALIFIED BIOLOGIST. ALL CONSTRUCTION ACTIVITY SHALL BE PROHIBITED

WITHIN THIS AREA UNTIL THE BIRDS HAVE FULLY FLEDGED, OR THE NEST IS DETERMINED TO NO LONGER BE ACTIVE.

E. DURING THE BREEDING SEASON, CONSTRUCTION NOISE SHALL BE MEASURED BY THE PROJECT BIOLOGIST 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 EXCEED

THE THRESHOLD, THE CONSTRUCTION ARRAY SHALL BE CHANGED, SUCH AS USING DIFFERENT

CONSTRUCTION EQUIPMENT, OR NOISE ATTENUATION MEASURES SHALL BE IMPLEMENTED, SUCH AS NOISE BLANKETS, TO ACHIEVE A CONSTRUCTION NOISE LEVEL OF LESS THAN 60 DBA.

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

A. LIGHTING IN OR ADJACENT TO THE PRESERVE SHALL NOT BE USED, EXCEPT WHERE ESSENTIAL FOR ROADWAY, FACILITY USE, AND SAFETY. IF NIGHTTIME CONSTRUCTION LIGHTS ARE NECESSARY, ALL

LIGHTING ADJACENT TO NATURAL HABITAT SHALL BE SHIELDED AND/OR DIRECTED AWAY FROM HABITAT.

B. IF DEAD OR INJURED LISTED SPECIES ARE LOCATED, INITIAL NOTIFICATION MUST BE MADE WITHIN THREE WORKING DAYS, IN WRITING, TO THE USFWS AND CDFW.

C. TO AVOID ATTRACTING PREDATORS OF THE TARGET SPECIES OF CONCERN, THE PROJECT SITE SHALL BE KEPT AS CLEAN OF DEBRIS AS POSSIBLE. ALL FOOD-RELATED TRASH ITEMS SHALL BE ENCLOSED IN SEALED CONTAINERS AND REGULARLY REMOVED FROM THE SITE. PETS OF CONSTRUCTION PERSONNEL

SHALL NOT BE ALLOWED ON THE PROJECT SITE WHERE THEY MAY COME INTO CONTACT WITH ANY LISTED SPECIES.

D. A QUALIFIED BIOLOGIST WITH EXPERTISE AND EXPERIENCE CONDUCTING BAT SURVEYS SHALL BE RETAINED BY THE CITY AS A DESIGNATED BAT BIOLOGIST. A BAT SURVEY WILL BE CONDUCTED WITHIN

THE PROJECT SITE TO IDENTIFY POTENTIAL HABITAT THAT COULD PROVIDE DAYTIME AND/OR NIGHTTIME ROOST SITES, AND ANY MATERNITY ROOSTS, ESPECIALLY WITHIN TREES WITHIN THE PROJECT AREA. THE

SURVEY SHALL OCCUR DURING THE ROOSTING SEASON (APPROXIMATELY MARCH-SEPTEMBER) USING ACOUSTIC TECHNOLOGY AND EMERGENCE COUNTS. ALSO, NO MORE THAN 30 DAYS PRIOR TO

VEGETATION REMOVAL, THE DESIGNATED BAT BIOLOGIST WILL CONDUCT A PRECONSTRUCTION BAT

SURVEY WITHIN ALL TREES OR STRUCTURES THAT PROVIDE SUITABLE BAT ROOSTING HABITAT WITHIN THE PROJECT SITE. IF A MATERNITY ROOST IS DETERMINED TO BE PRESENT WITHIN A TREE TO BE REMOVED, A 300-FOOT NO WORK BUFFER SHALL BE PLACED AROUND THE ROOST AND NO WORK SHALL OCCUR WITHIN THE BUFFER UNTIL AFTER THE ROOSTING SEASON IS OVER. WORK MAY PROCEED AFTER A QUALIFIED BIOLOGIST IS ABLE TO VERIFY THAT THE ROOST IS NO LONGER ACTIVE.

NOTE: PLEASE BE ADVISED OF OTHER MITIGATION MEASURES FROM THE MITIGATION MONITORING AND

REPORTING PROGRAM (MMRP) THAT ARE RELEVANT TO GRADING ACTIVITIES, INCLUDING BUT NOT LIMITED TO:

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 DRIVE
CARLSBAD, 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 OF 1983, CCS83, ZONE 6, (EPOCH 1991.35) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPON

FIELD-OBSERVED TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS:

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

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
386
7 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 FOLLOWING HIGHWAY AS 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 VISTA

32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES CAN' 6.ROA PALOMAR5. 7.OoY<-

6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED 2 8.ROADLEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR ALGAFACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. O 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED7.

8. LA COSTAAVEPACIFICOF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE 0OCEANAPPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 6 BY DATED SWMP NO.9. Or

10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS CITY OF ENCINITAS

LEGENDINDEX OF SHEETS

12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED DESCRIPTION DWG.NO. SYMBOL QUANTITY WORK IN PROGRESS {15.16.120 A.8}CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS I
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT - THE FOLLOWING E13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10| CARLSBAD MUNICIPAL CODE: [ (1)SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE [ I
99 29

EARTHWORK SPECIFICATIONS ATTACHED TO THE PRELIMINARY SOILS LEGAL DESCRIPTION REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES14.

RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TOWORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR

THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
(4)

PROJECT ADDRESS

ABANDONMENT NOTES N/A

N/ADEVELOPER
1) NAME:WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.

SEE SHEET C-0.03 FOR CONTINUATIONADDRESS:
2)
99 99

DECLARATION OF RESPONSIBLE CHARGE
PHONE NO.:2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE:CONSIDERED ADEQUATE. 3) *
**
REFERENCE DRAWINGS4) ***STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 ME, AS ENGINEER OF WORK, OF MYCALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A POST-CONSTRUCTION BMP TABLE5)REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA k PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO STORMWATER REQUIREMENTS THAT APPLY:FIRM: 6) Exp. 27
fzr
DATE:

TYPE DESCRIPTION OWNERSHIP SHEET NO.DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE EARTHWORK QUANTITIESPERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART AUTHORITY FROM THE CITY CYCUT:

CYADJACENT THERETO, INCLUDING FILL:SOILS ENGINEER’S CERTIFICATEWARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, CYIMPORT:A REGISTERED (CIVIL/I,

GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING

BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT EXPORT: CY
CYREMEDIAL:

TOTAL LOT AREA =
20 AND . TWO

COPIES OF THE SOILS REPORT COMPILED
RECOMMENDATIONS, HAS BEEN SUBMITTED TOTHE IOFFI BENCH MARKENGINEER.—ororESSovSIGNED:

C.7C
No 2364
4 LICENSE EXPIRATION DATE: NGVD 29DATUM:
7 OWNER’S CERTIFICATE-OF CALO SHEETSI (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL SHEET GRADING PLANS FOR:

SOURCE OF TOPOGRAPHY

TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
GR2023-004220

CONFORMS TO NATIONAL MAP
JESSE SANCHEZ RCE 63912 EXPIRES 9/30/26ENGINEERING MANAGER DATE THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) PROJECT NO. DRAWING NO.BUILDING OFFICIAL DATE DATE INITIAL DATE INITIAL DATE INITIAL CUP2021-0014 546-1A/ REVISION DESCRIPTIONt THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:UU ENGINEER OF WORK OTHER APPROVAL CITY APPROVALN E' / (PRINT NAME BELOW LINE) DATE (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.)
(2)
(3)
YES
NO
YES
NO

REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.

EXCAVATION
EXCAVATION.

OF CARLSBAD DOES NOT RELIEVE
RESPONSIBILITIES FOR PROJECT DESIGN.

DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION,
ENGINEER.

ADDRESS: _
CITY, STATE:

TELEPHONE:-
BY: _______

ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING

STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN

ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE

A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS

SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF

UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE

PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.

DWN BY:

CHKD BY:

RVWD BY:

DESCRIPTION:

LOCATION:__
NOT TO
SCALE
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION

CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF

MAINTENANCE

FREQUENCY

STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.

CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-

WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.

A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY

35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER’S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK.

MAINTENANCE

AGREEMENT

CITY OF CARLSBAD STANDARD

CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING

SDRSD AS MODIFIED BY CITY OF CARLSBAD

STANDARD STORMWATER REQUIREMENTS

PRIORITY PROJECT REQUIREMENTS
R.C.E. NO.:___________________
REGISTRATION EXPIRATION DATE:

THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.

APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE

FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING

AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY

CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT).

AS-BUILT GRADING PLAN.

PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,

AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PERMANENTLY STABILIZE ALL SLOPES (>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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___________________,20

ROM 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&T

TIME WARNER CABLE

COX COMMUNICATIONS

CITY 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

OCEANSIDE
78 __

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

SOILS REPORT AND RECOMMENDATIONS BY
_____________ DATED _________________________
Pwy
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APPROVED- JASON S. GELDERT
Jasow CAaut
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2 CITY OF CARLSBAD

ENGINEERING DEPARTMENT
10'
10'
0 60 120 240
SCALE: 1" = 120'
S
E
FARADAY AVE.

WHITMAN WAY

FARADAY AVENUE
CIVIL

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

INDEX 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.: 06073C0768G
PANEL NO.: 768 OF 2375
EFFECTIVE 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 YARDS
SUBSIDENCE (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 WITH

THE EARTHWORK SPECIFICATION AND AS DIRECTED BY THE
GEOTECHNICAL ENGINEER.
* THE ABOVE CUT/FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. THIS

CALCULATION DOES NOT INCLUDE SPOILS FROM BUILDING OR UTILITY FOOTINGS, NOR UTILITY TRENCHING. THIS CALCULATION INCLUDES EXCAVATION FOR THE

BIOFILTRATION AREAS AND INCLUDES AN ALLOWANCE FOR SELECT FILL BEHIND THE 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 BUILDINGS AND 1-FOOT BELOW THE SIDEWALKS

CONTRACTOR SHALL REFER TO THE SOILS REPORT FOR STATEMENTS CONCERNING GRADING REQUIREMENTS.

THE ESTIMATES OF GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE

CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL

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

NOTICE TO THE CONTRACTOR

THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FOR

DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING 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 A MINIMUM 6” LAYER OF AMENDED SOIL TO PRODUCE FINAL FINISH GRADE REQUIREMENT. PROPOSED LANDSCAPE AREAS INCLUDING

AREAS TO BE GRADED OR THAT HAVE BEEN DISTURBED BY

CONSTRUCTION THAT ARE THE BE PLANTED AS SHOWN ON THE

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

PLACE THREE INCHES OF AMENDED SOIL UNIFORMLY OVER

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

JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
8 Jesse Sanchez 10/9/25
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PROJECT NO. DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021-0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL DWN BY:

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

DETAILS
SHEET C-0.03
6" TYP.
18"
18" CONCRETE STEP-OUT CURB (IN PARKING LOT)13
8"
NOTE:
· SEE LANDSCAPE ARCHITECT PLANS FOR

CONTROL JOINT LOCATIONS AND
DETAILS.
· USE TYPE II/V P.C.C. CONCRETE
560-C-3250

SURFACE PER

LANDSCAPE

ARCHITECT'S
PLAN
CONTINUOUS 18" WIDE TOP OF

CURB - NO SEPARATE POUR
3" CLEAR
MIN.
2 - #3 REBAR
- CONTINUOUS

PAVEMENT SECTION

PER PLAN
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 VALVE

WATER 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 FLOOR

EDGE OF PAVEMENT

CATCH BASIN

STORM DRAIN

CURB & GUTTER
P.P.

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

ST.

IRR. OR IRRIG.

M.H.

STREET

IRRIGATION

LOW POINT

MANHOLE
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&G
C.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 FINISH

W/LANDSCAPE PLAN
· ALL CONC. DRAINAGE DEVICES TO BE OF A
COLOR PER LANDSCAPE ARCHITECT SPECS.

FINISH

SURFACE
1"
4" OR 6"

TOP OF CURB

CURB FACE

EXPANSION JOINT

PER LANDSCAPE
PLANS

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
BATTER
SIDES
AT 6:1
4"
6"

TOP OF CURB

CURB FACE

EXPANSION JOINT

PER LANDSCAPE
PLANS

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"
MAX.
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" R
TYP.
6"
6"
C.A.B.
1/2" R
TYP.
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 SOILS

ENGINEER RECOMMENDATION

COMPACTED SUBGRADE PER SOILS

ENGINEER 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-0.04
WRAP 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 SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF

ALL IMPROVEMENT QUANTITIES, INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR THEIR BID(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/A

SECTION 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 PER MANUFACTURER'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 PER MANUFACTURER'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 PER MANUFACTURER'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
386
9 Jesse Sanchez 10/9/25
SEE SHEET C-0.01 FOR GENERAL CONSTRUCTION NOTES
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
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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 APPROVAL

BUILDING OFFICIAL DATE
C-81640
Exp. 09-30-27
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CITY OF CARLSBAD

ENGINEERING DEPARTMENT
4A
/ A
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1 12" PONDING
DEPTH
6" MIN.

FINISH SURFACE

PER PLAN
- 64.1 BASIN 'D'
- 88.0 BASIN 'G'

UPPER BIOFILTRATION
SURFACE 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 UNDISTURBED

OR COMPACTED SOIL
NOTE TO CONTRACTOR:

ALL CONC. FLATWORK AND VISIBLE DRAINAGE

STRUCTURES TO BE FINISHED AND COLORED
CONSISTENTLY PER SPECIFICATIONS. HEADWALL
TO BE FINISHED WITH NATINA STAIN.

VERIFY COLOR AND FINISH WITH LANDSCAPE

ARCHITECT AND SUBMIT SAMPLE FOR
APPROVAL PRIOR TO CONSTRUCTION.

MIN. 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"

VARIES -

SEE PLAN

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 UNDISTURBED

OR COMPACTED SOIL
1'
3" CLR.

MIN.
1-0" PIPE Ø 1'-0"
1'PIPE Ø1'-6"
4" CLR. MAX.

BETWEEN BARS
3" CLR. MAX.
6" MIN.

NOTES:

1. TRASH RACKS SHALL BE CONSTRUCTED WITH RECTANGULAR SMOOTH STEEL TUBE WITH A MIN. 1-INCH BY

0.5-INCH BY 16 GA CROSS SECTION. THE TUBE STEEL SHALL MEET THE ASTM A513 REQUIREMENTS.

2. THE HEADWALL CONNECTION PLATES SHALL BE 1
2-INCH X 6-INCH PLATE AND SHALL BE A36 STEEL. THE
HEADWALL CONNECTION BOLTS SHALL BE 5
8-INCH RED HEAD WEDGE ANCHOR BOLTS (ICC-ES AC193) AND
SHALL 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 1
4-INCH WELDS.

5. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION.

TRASH RACK
NOTE TO CONTRACTOR:

ALL CONC. FLATWORK AND VISIBLE DRAINAGE

STRUCTURES TO BE FINISHED AND COLORED
CONSISTENTLY PER SPECIFICATIONS. HEADWALL
TO BE FINISHED WITH NATINA STAIN.

VERIFY COLOR AND FINISH WITH LANDSCAPE

ARCHITECT AND SUBMIT SAMPLE FOR
APPROVAL PRIOR TO CONSTRUCTION.

CONCRETE HEADWALL (INLET) W/TRASH RACK

RIP-RAP WHERE SHOWN ON

PER PLAN
- SEE DETAIL 12, SHEET C-0.08

TRASH RACK
- SEE DETAIL ABOVE

SLOPE HEADWALL
AT 3:1

STORM DRAIN PIPE

PER PLAN
9" P.C.C. W/#5
@ 18" E.W.

PIPE INVERT PER PLAN

TOP OF HEADWALL

BOTTOM OF

CHANNEL PER PLAN

CONNECTION PLATE
WITH

AT LEAST ONE LOCKABLE

CLASP TO ATTACH

RACK TO PLATE

FACE OF HEADWALL

STORM DRAIN PIPE PER PLAN

CONNECTION PLATE

WITH HINGE

TO ALLOW TRASH

RACK TO SWING OPEN
1'-6"
3:1 MAX. SLOPE

COBBLE SURFACE

PER LANDSCAPE

ARCHITECT

RIP-RAP WHERE SHOWN

ON PER PLAN
- OMIT FOR OVERFLOW

HEADWALL

CONSTRUCT TRASH

RACK PER ABOVE
DETAIL

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
2424 -
24" OPENING

PLAN (FLAT TYPE)
5" 5"

CATCH BASIN & GRATE

PRE-CAST CONCRETE CATCH

BASIN WITH FRAME
- BROOKS PRODUCTS 2424

CB OR EQUAL

CAST IRON GRATE
- BROOKS PRODUCTS 2424 OR
EQUAL
- 1/2" MAX. SLOT
- GALVANIZED FINISH
- USE BLACK NDS DOMED

GRATES IN PLANTING AREAS

OR EQUAL

STORM DRAIN PIPE
- SIZE & TYPE PER PLAN
NOTE:
· USE DOMED GRATE IN PLANTING AREAS.
· GRATES LOCATED IN ACCESSIBLE AREAS

ARE TO HAVE ADA COMPLIANT
OPENINGS.
· USE 3,250 p.s.i., TYPE II/V CONCRETE
FLOW

INVERT ELEVATION

PER PLAN

STORM DRAIN SIZE &

TYPE PER PLAN
24" OPENING 5"5"

TOP OF GRATE
(TG) PER PLAN
- USE DOMED

GRATES IN

PLANTING
AREAS
6"
1/2"
MIN. DEPTH =
7" FOR UP TO 4" PIPE

POURED IN PLACE
P.C.C. BASE

WITH SLOPE TO DRAIN

SLOPE PER PLAN
20 INLET STORM DRAIN

PER PLAN
ROUND ATRIUM DRAIN21
NOTE:

USE FLAT GRATE IN TURF AREAS .

STORM DRAIN SIZE &

TYPE PER PLAN
USE 90° HUB x HUB

ELBOW FOR END OF

LINE CONDITIONS
- NDS OR EQUAL
- SIZE PER PLAN

INVERT ELEVATION

PER PLAN
4"Ø PVC SCH 40 PIPE

ADAPTOR
- NDS OR EQUAL
- SIZE AS REQUIRED FOR

PIPE SIZE
6" BLACK ROUND ATRIUM DRAIN
- NDS OR EQUAL
- USE FLAT GRATE IN TURF AREAS

TOP OF GRATE
(TG) PER PLAN
1' MIN.

FLOW
SLOPE
PER
PLAN
SLOPE
PER
PLAN
CIVIL

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET C-0.04SCALE:

N.T.S.RESILIENT SURFACE DRAIN26

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 PLACE
P.C.C. BASE

WITH SLOPE TO DRAIN
2 0.5% MIN. 0.5% MIN.
27 SCALE:

N.T.S.

SCALE:

N.T.S.

LOWER BIOFILTRATION
SURFACE ELEV. PER PLAN
- 62.0 BASIN 'D'
- 83.0 BASIN 'G'
12" MIN.

PONDING DEPTH

PER PLAN
12" PONDING
DEPTH
VARIES

1.1-FEET BASIN 'D'
4-FEET BASIN 'G'

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

IMPERMEABLE
LINER
18" DEPTH 3/4" CLEAN

CRUSHED ROCK
24" MIN. DEPTH OF

ENGINEERED SOIL
4" DEPTH CLEAN

WASHED PEA GRAVEL

UNDISTURBED OR

COMPACTED SOIL PER

SOILS ENGINEER

RECOMMENDATIONS

COMPACTED SUBGRADE PER SOILS

ENGINEER RECOMMENDATION

ELEVATION

COMPACTED SUBGRADE PER SOILS

ENGINEER RECOMMENDATION
30"
3" CLR.
3-#5 @ CONT.

TOP AND BOTTOM

DETAILS
12"
8-FEET MAX.

JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
10 Jesse Sanchez 10/9/25
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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 APPROVAL

BUILDING OFFICIAL DATE
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GR2023-0042
APPROVED: JASON S. GELDERT
Jasow (Aaut

CITY OF CARLSBAD

ENGINEERING DEPARTMENT
/
X )
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 PREVENT

ENGINEERED SOIL BED COMPACTION BY CONSTRUCTION EQUIPMENT AND SEDIMENT CONTAMINATION BY RUNOFF. BASIN EXCAVATION AND

ENGINEERED SOIL PLACEMENT SHOULD BE PERFORMED WITH EQUIPMENT PLACED OUTSIDE THE BASIN BOTTOM WHENEVER POSSIBLE. LIGHT EARTH

MOVING EQUIPMENT WITH OVERSIZED TIRES OR TRACKS SHOULD BE UTILIZED WHEN THE BASIN MUST BE ENTERED.

BROOKS PRODUCTS 3636

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

PONDING DEPTH - E

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

CRUSHED ROCK
- ANGULAR
18" MIN. DEPTH OF ENGINEERED SOIL
- SEE BELOW FOR SPECIFICATION
3"

SOILS MEDIA

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

HARDWOOD MULCH
3"

SURFACE
ELEV. PER
PLAN

PER PLAN
BOT. ROCK ELEV. PER PLAN

IMPERMEABLE LINER

IMPERMEABLE

PVC LINER
- 30 MIL (MIN.)

ALLAN BLOCK

WALL WHERE

SHOWN ON PLAN
12" FREEBOARD
4" DEPTH CLEAN WASHED

PEA GRAVEL

EXCAVATED SLOPE
1:1 MAX.

FLOW CONTROL OUTLET FOR

HYDROMODIFICATION - C
- SEE DETAIL BELOW

SEE DETAIL AND TABLE ON
SHEET C-0.08 FOR

HYDROMODIFICATION

OUTLETS FOR BASINS BC, E,

F, AND H

BMP SUMMARY TABLE
BMP

TRIBUTARY
AREA
(ACRES)

DIMENSIONS

BMP AREA
(SQUARE
FEET)

SOILS MEDIA

DEPTH - A
(INCHES)
GRAVEL

DEPTH - B
(INCHES)
LOWER

ORIFICE

DIAMETER -

C (INCHES)

RISER DEPTH
- D (INCHES)

PONDING

DEPTH - E
(INCHES)

SURFACE

DEPTH - 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

RISER DEPTH - D

SURFACE DEPTH - F
3"
MIN.

A
INLET IN BROW-DITCH28

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

INVERT ELEVATION

PER 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"

CONCRETE

BROW-DITCH PER
PLAN

0.25%
6" - 12" DITCH
12" - 24" DITCH
MIN.

CONSTRUCT 4"

CONCRETE

CUTOFF WALL

AT END OF

V-DITCH ONLY
12" TRANSITION - 12" DITCH
24" TRANSITION - 24" DITCH
PROP. WALL/BLDG

WHERE OCCURS
3"
OR
4"
3"
OR
4"
4"
12" OR 24"

CUT-OFF WALL BEYOND

AND END OF DITCH
ONLY
NOTE:
· ALL CONC. DRAINAGE DEVICES WITHIN

LANDSCAPE SLOPES TO BE OF A COLOR
PER LANDSCAPE ARCHITECT SPECS.
· USE 3,250 p.s.i., TYPE II/V CONCRETE

ADAPTOR
- NDS OR EQUAL
- SIZE AS REQUIRED FOR

PIPE SIZE
6x6-10/10 W.W.M.

JOIN EXIST.

ELEV.

EXIST. SLOPE
VARIES
-2:1 MAX.
9" FOR 12" WIDE DITCH
12" FOR 24" DITCH

BLACK HIGH STRENGTH

PLASTIC ATRIUM DRAIN -

NDS OR EQUAL
9" FOR 12" WIDE DITCH
12" FOR 24" WIDE DITCH

BLACK HIGH STRENGTH

PLASTIC ATRIUM DRAIN -

NDS OR EQUAL
A
A
12" OR 24"

MATCH GUTTER WIDTH

CONCRETE

BROW-DITCH PER
PLAN

0.25%
MIN.
12" TRANSITION - 12" DITCH
24" TRANSITION - 24" DITCH
PROP. WALL/BLDG

WHERE OCCURS
12" MIN.

PER PLAN
3" - 12" DITCH
4" - 24" DITCH
3" - 12" DITCH
4" - 24" DITCH
9" FOR 12" WIDE DITCH
12" FOR 24" WIDE DITCH

BLACK HIGH STRENGTH

PLASTIC ATRIUM DRAIN -

NDS OR EQUAL

0.25%
MIN.
12" TRANSITION - 12" DITCH
24" TRANSITION - 24" DITCH
12" OR 24"

MATCH GUTTER WIDTH
@ END OF V-DITCH
PLAN
2" 12" MIN.
12"
SUBDRAIN35
FILTER FABRIC - TYPAR MODEL NO. 3301,
AVAILABLE FROM REEMAY CO. (800) 321-6771.
3/4" TO 1-1/2" OPEN GRADED GRAVEL - NOT
LESS 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 PER

BROOKS PRODUCTS
NO. 3-RT OR EQUAL
6" TYP.
6" TYP.
2"
MIN.

ROUND CONCRETE

COLLAR - CAN OMIT

COLLAR IF ADJACENT

PAVEMENT IS AT LEAST
4" THICK

PAVED AREA PLANTING AREA
6" TYP.

FLUSH

SQUARE CONCRETE
COLLAR

CAP WITH SCREW TOP
PVC 45° WYE
- USE 45° HUB x HUB ELBOW

FOR 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
CIVIL

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET C-0.0524/25
SCALE:

N.T.S.

SCALE:

N.T.S.

SCALE:

N.T.S.

SCALE:

N.T.S.

FILTER FABRIC MARAFI 140 N OR

APPROVED EQUAL ABOVE GRAVEL
BEDDING PER S.D.R.S.D.

DRAWING NO. D-60
12" MIN.

PER PLAN
3" - 12" DITCH
4" - 24" DITCH
3" - 12" DITCH
4" - 24" DITCH

SUBDRAIN PER PLAN

COMPACTED SUBGRADE PER SOILS

ENGINEER RECOMMENDATION

DETAILS
2'2'
1'

LINER TERMINATION

ON SLOPE

ENGINEERED SOIL MEDIA REQUIREMENTS

THE ENGINEERED SOIL MEDIA SHALL BE NUTRIENT-SENSITIVE THAT MEETS

THE GUIDELINES AS SPECIFIED IN THE COUNTY OF SAN DIEGO BEST MANAGEMENT PRACTICE DESIGN MANUAL (BMPDM) FACT SHEET BF-2 AND SECTION F.2 OF APPENDIX F. THE ACTUAL NUTRIENT CONTENT AND

ORGANIC CONTENT SHOULD BE MEASURED WHEN SPECIFYING THE MIX PROPORTIONS.

THE TRIP TICKET, OR CERTIFICATE OF COMPLIANCE, SHALL BE MADE

AVAILABLE TO THE INSPECTOR TO PROVE THE ENGINEERED MIX MEETS THIS SPECIFICATION.

FLOW CONTROL OUTLET DETAIL FOR

HYDROMODIFICATION

BROOKS PRODUCTS
3636 CATCH BASIN

AND GRATE
6" NON-PERFORATED PVC
HEADER PIPE @ 0% SLOPE
- LOCATION PER PLAN
6" ON-PERFORATED PVC
HEADER PIPE @ 0% SLOPE
- LOCATION PER PLAN

ELEVATION
FLOW

INVERT OUT

ELEVATION PER
PLAN

STORM DRAIN

SIZE & TYPE PER
PLAN
6"

DEPTH PER PLAN
POURED IN PLACE P.C.C. BASE

WITH SLOPE TO DRAIN
1/2" MIN.

INVERT OUT ELEVATION

PER PLAN

FOR BASINS BC, E, F AND H ONLY

PVC CAP WITH DRILLED HOLE
(ORIFICE) WITH BOTTOM AT

INVERT ELEVATION
- SIZE ORIFICE PER TABLE
NOTE TO CONTRACTOR:

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

PHOTOGRAPHS OF THE INSTALLATION PRIOR TO CONSTRUCTION, DURING CONSTRUCTION,

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

JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
11 Jesse Sanchez 10/9/25
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SHEETSSHEET
GRADING PLANS FOR:

O E
DATE
PROJECT NO. DRAWING NO.JESSE SANCHEZ— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021—0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL

BUILDING OFFICIAL DATE
DWN BY:

CHKD BY:

RVWD BY:

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Exp. 09-30-27
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GR2023-0042
APPROVED: JASON S. GELDERT
Jasou MM____________________
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26
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///////
20 CITY OF CARLSBAD

ENGINEERING DEPARTMENT
Wy
CIVIL

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET C-0.06

DETAILS
* 8"
* NOTE:

CITY OF CARLSBAD

MODIFICATION TO
SDRSD STD.
5'
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
12 Jesse Sanchez 10/9/25
f 4 EXISTING SIDEWALK
SEE NOTE 3X
I .4 •.
/
9 '2
i Ne A
1 (TYP)O
II
Ul
6" MIN
5 Nooos
222
30 MIL PVC LINER

2. Y
THE
' 05929770227)

TYPICAL BIORETENTION SECTION

BATTEN LOCATIONS/ A

NOT TO SCALEVAR

TOP OF BIORETENTION MEDIA
4 2' NOTES:6"INVERT SLAB OF ARCH OR BOX

SECTION (CROSSING CONDUIT) MATERIAL

1. /&UNDISTURBED EARTH
NUT
WASHER
.... [RUBBER GASKET
y<292292)V
NOTES: 2.
30 MIL HDPE LINER

NOT TO SCALE

REVISION APPROVEDBY DATE

CITY OF SAN DIEGO - STANDARD DRAWING
ORIGINAL J. NAGELVOORT 10/15

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
COORDINATOR R.C.E. 56523 DATE

STANDARD PLAN

VERTICAL WALL LINER ATTACHMENT
BLANKET PROTECTION FOR PIPES SDD-127225-3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 2-#4 BARS
XA TT
1Hl
#4 FI AROUND OPENING
#4 @ 6'
,9

ELEV SHOWN ON PLANS
- 1F12" BOTH WAYS B
A
A
t
IN
El
K/X// XD2 9»9’ $9
t 9'SEE NOTE 7
1c
C
1N
74 »9’
-t-------- >X
f
J1+ -SEE NOTE 1/ TRENCH WIDTH
41’
I oO
XXI TYPE12:1 Q x4" RADIUS 6”— T L 2,9
—T— — 61
4’UP TO 39”A4
I ISECTION B-B 5’ 6’A5 42” TO 48” 4’A B -30 DT 30 D
LAP 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” MIN
s
99 1 CXI
s
I
#4
93 12” MA!10
1 c /------- INVERT ELEVATIONSEE D-11A FOR STEP DETAILS#4 f T3" CLR 2’ 3’SEE SDARSD <3. . /LC JDARL
J-/ D-11A & D-11B

J/ FOR HORIZONTAL
%L
FOR HORIZONTAL &l ra
kt
L------OPTIONAL CONSTRUCTIONS°E
< i
4 A A N
JOINT 6” MIN ABOVE INVERT CN
s2
LLD
Jr
I XK T 4” CLEARANCE (MIN)12:130 D LAP- ■1(TYP) D2 D1Y— T T Y IS DETERMINED BY PIPE SIZE - 4’ MIN, 8' MAX 3/4” CRUSHED ROCK 30 D LAP (TYP) T —30 D LAP (TYP)— T
I
4'

ISECTION C-C SECTION
ITTF

LEGEND ON PLANSPLANNOTES
o
NOTES

LEGEND ON PLANS

LEGEND ON PLANS
O8.

ByRevision By DateRevision By Date SAN DIEGO REGIONAL STANDARD DRAWINGRevision By Date SAN DIEGO REGIONAL STANDARD DRAWINGSAN DIEGO REGIONAL STANDARD DRAWING SAN DIEGO REGIONAL STANDARD DRAWING T. Stanton
PIPE BEDDING AND TRENCH BACKFILLEdited Chairperson R.C.E. 19246STORM DRAIN CLEANOUT - TYPE AS.S. Chairperson R.C.E. 19246CURB INLET - TYPE B S.S. Date
CATCH BASIN - TYPE FChairperson R.C.E. 19246 Chairperson R.C.E. 19246 Edited FOR STORM DRAINST.R.Edited
D-60T.R.

D-09D-02 D-07
Edited M.W.M.WEditedEdited M.W. Edited M.W

SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

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

BUILDING OFFICIAL DATE

DRAWING
NUMBER

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE

DRAWING
NUMBER

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE

DRAWING
NUMBER

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE

DRAWING
NUMBER

DRAWING
NUMBER
11” UNLESS SHOWN

OTHERWISE ON PLANS
DWN BY:

CHKD BY:

RVWD BY:

ROUNDED PIPE
ENDS SEE D-61
I
:□

ELEV SHOWN

ON PLANS -
NOTES

1. SEE D-11A, D-11B & D-12 FOR ADDITIONAL NOTES AND DETAILS.

ROUNDED PIPE
ENDS SEE D-61
-ELEV SHOWN
ON PLANS__
6"MIN -
(TYPICAL
BOTH
SIDES)
.* NON-WOVEN GEOTEXTILE
• . FABRIC AGAINST WALL

OTHERWISE
SHOWN

BEND DOWN
15” (TYP)
Edited
Edited

OPTIONAL SIDE OF
BLANKET (TYP) 1

CONCRETE BLANKET
CLASS 450-C-2000
(265-C-14) CONCRETE
Q
O
1)
Edited
Edited
C-81640
Exp. 09-30-27
o
X
LJJ
SEE M-2 FOR

MANHOLE FRAME

IND COVER -

1. 2.

3. 4.

5. 6.

7. T. Regello
T. Regello
M. Widelski
T. Regello
T. Regello
M. Widelski
a
LJJ
s o

ADJACENT CONCRETE

CURB/SIDEWALK

TRANSITION TO NORMAL
CURB HEIGHT IN 40

ON BOTH SIDES UNLESS

OTHERWISE NOTED

FLOORING

REINFORCEMENT
4-#4
AROUND

OPENING
Approved
Kercheval
T. Stanton
T. Regello
T. Regello
M. Widelski
12/75
02/09
03/11
10/15
10/18
a
o
1)
SEE M-3 FOR MANHOLE

FRAME AND COVER

BATTEN AND ANCHOR BOLT LINER
CONNECTION, BOLTS 18'' O.C. PER

DETAIL B
b°O CD

2. TYPES ARE DESIGNATED ON PLANS AS FOLLOWS: B (NO WING), B-1 (ONE WING) or B-2 (TWO WINGS).

3. MAINTAIN 1-1/2” CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED.

4. STEPS SHALL BE INSTALLED WHEN V EXCEEDS 4’. SEE D-11A FOR DETAILS.

5. CONCRETE GUTTER TO MATCH ADJACENT GUTTERS.

6. AN EXPANSION JOINT SHALL BE PLACED AT THE ENDS OF THE INLET WHERE THE CURB IS TO ADJOIN.

7. PROVIDE 1/4” TOOLED GROOVE IN TOP SLAB IN LINE WITH BACK OF ADJACENT CURB.

8. SURFACE OF TOP SLAB TO MATCH SIDEWALK FINISH AND SLOPE.

9. IF REQUIRED BY LOCAL AGENCY, EXTEND TOP SLAB STEEL REINFORCEMENT 12” INTO ADJACENT SIDEWALK.

SEE D-12 FOR

CONTINUOUS GALVANIZED

STEEL FACE ANGLE AND

PROTECTION BAR
SEE D-11A & 11B FOR ADDITIONAL NOTES AND DETAILS.

WHEN V EXCEEDS 4’ STEPS SHALL BE INSTALLED. SEE D-11A FOR DETAILS.

EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A RADIUS OF 1/2”.

CONSTRUCT OPENINGS ON BOTH SIDES UNLESS OTHERWISE SHOWN ON PLANS.

MAINTAIN 1-1/2” CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE.

INSTALL 1” STEEL PROTECTION BAR ACROSS OPENING.

DIAMETER "D” SHALL BE 18” MAX, FOR LARGER DIAMETER PIPES THIS DRAWING MUST BE MODIFIED. PIPE DIAMETERS TO BE SHOWN ON PLANS.

IF CONSTRUCTED ADJACENT TO SIDEWALK, THE SURFACE OF THE TOP SLAB OF THE CATCH BASIN SHALL MATCH THE SIDEWALK SLOPE AND FINISH.
12/75
02/09
03/11
10/15
10/18

1. SEE G-24A AND G-24B OR G-25 FOR RESURFACING DETAILS ON IMPROVED STREETS.

2. (*) INDICATES MINIMUM RELATIVE COMPACTION.

3. TOP 12” OF TRENCH BACKFILL IN STREET SECTION SHALL BE 95% RELATIVE COMPACTION UNLESS SPECIFIED OTHERWISE. 1/8" MIN ALUMINUM FLAT BATTEN
BAR, 2" WIDTH
% irn
1 70
Approved
KerchevalApproved
Kercheval
T. Stanton
Lu
Q
O _I
()

1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 18" (450 mm).

2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH.

ROUNDED PIPE ENDS,
SEE D-61

THE SURFACE OF THE

EXISTING/PROPOSED SIDEWALK

OR EXTENDED CURB TO WHICH

THE GEOMEMBRANE LINER IS TO

BE ATTACHED SHOULD BE

CONSTRUCTED OR FORMED TO

LIMIT DAMAGE TO THE

GEOMEMBRANE BY REMOVING

IRREGULARITIES ON THE

CONCRETE SURFACE TO

PREVENT STRESS POINTS IN THE
GEOMEMBRANE.

IF IRREGULARITIES (I.E., SHARP
PROTRUSIONS EXCEEDING 1/2

INCH FROM SURFACE FACE) CAN

NOT BE REMOVED FROM AN

EXISTING SAW-CUT OR FORMED

STRUCTURE, A PROTECTIVE

GEOTEXTILE LAYER SHOULD BE

PLACED BETWEEN THE SURFACE
AND THE GEOMEMBRANE.

PROPOSED 1'WIDE

CONCRETE EXTENDED
CURB
SEE M-2 FOR MANHOLE

FRAME AND COVER
Approved
Kercheval
T. Stanton
T. Regello
T. Regello
M. Widelski

ORIGINAL
Edited
|)
#4 BARS

PLACED DIAGONALLY
Z
(Max)
6’
NOTES

1. SEE D-11A AND D-11B FOR ADDITIONAL NOTES AND DETAILS.

2. CONCRETE BASE SHALL BE 560-C-3250.

3. ALL PRECAST COMPONENTS SHALL BE REINFORCED WITH 1/4” DIAMETER STEEL, WOUND SPIRALLY ON 4’ CENTERS.

4. ALL JOINTS SHALL BE SET IN CLASS C MORTAR.

5. MAINTAIN 1-1/2” CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED.

6. EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A 1/2” RADIUS.

7. MANHOLE COVER TO BE MARKED "STORM DRAIN”.

8. MODIFICATIONS TO Y DIMENSION IS REQUIRED IF PIPE (D2) EXCEEDS 39”.

9. IF CONSTRUCTED ADJACENT TO SIDEWALK, TOP OF MANHOLE AND SLAB TO MATCH SIDEWALK SLOPE AND FINISH.

Lu
0 X (4’ MIN)
(SEE NOTE 11)

SECTION A-A
4-#4 AROUND PIPE

OPTIONAL CONSTRUCTION JOINT
6” MIN ABOVE INVERT
SLOPE FLOOR 12:1

TOWARDS OUTLET
Date
12/75
04/06
03/11
10/15
10/18

L - LENGTH SHOWN ON PLANS

SLOPE TO MATCH CURB PROFILE

OR AS SHOWN ON PLANS
°8
80 6
Revision

ORIGINAL
Reformatted
12/75
02/09
03/11
10/15
10/18
S.S.

T.R.

ORIGINAL
Edited
S.S.

T.R.

ORIGINAL
Edited
Edited

CURB LINE

STREET/ROADSIDE
/S
o & I
NOTES:

1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 18" (450 mm).

X
9 m
= D/6 (6" (150 mm) MIN). WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE ANDIE BOTTOM OF THE CROSSING PIPE IS LESS THAN Y, THE CONCRETE SHALL BE PLACED BETWEEN THE '150 mm

NO MINIMUM
A

DIAGONAL BARS
2-#4 BARS
N
I
I
I
a
3 70/25/2078
Date

EXISTING PIPE

OUTSIDE OF PIPE BELL

CROSSING PIPE WALL
(DIAMETER OF PIPE = D,)
SEE NOTE 2
TRIM LINER TO TOP EDGE OF BATTEN. SILICONE SEAL
TOP EDGE OF BATTEN.
70/25/2078
Date
4-#4 AROUND PIPE

OPTIONAL CONSTRUCTION -
JOINT 6” MIN ABOVE INVERT
#4 @ 8” BOTH WAYS

BEND DOWN
15” (TYP)
70/25/2073
Date
J?
O
O)
to
I

CONCRETE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE)
X
h
LJJ
O

EDGE OF GUTTER
---
1 b° o
O)
X
2 V-----OPTIONAL

CONSTRUCTION
JOINT 6” MIN
. ABOVE INVERT
a. a.
iE
— 3" MIN
___y
SLOPE FLOOR 12:1

TOWARDS OUTLET
--------30 D LAP (TYP)
Z
2 I
L-
i 3
(150 mm)
(TYP)

10. ELEVATIONS SHALL BE SHOWN ON PLANS WHERE INDICATED BY ”O” SYMBOL.

11. IF REQUIRED BY LOCAL AGENCY, ENLARGE CURB INLET TOP TO WIDTH OF ADJACENT SIDEWALK (X + 2T NOT TO EXCEED 5-6") BY LENGTH OF INLET INCLUDING WING(S). REINFORCING STEEL SHALL BE EXTENDED ACROSS ENLARGED TOP TO CLEAR DISTANCES SHOWN.

WING, WHERE

OCCURS ON ONE

OR BOTH SIDES
B
'50 mm) THICK STYROFOAM OR

OTHER APPROVED COMPRESSIBLE

RECOMMENDED BY THE CITY OF SAN DIEGO

STANDARDS COMMITTEE

PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER.

3. X = D/12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS

THAN THIS MINIMUM, THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90° OF THE CROSSING PIPE.

4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 4' (1.2 m) BEYOND THE TRENCH.

5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL.
__________ PLAN
PIPE DIAMETER (D1)
- 3/8'X3" WEDGE ANCHOR. 18°
. oc

ELEV SHOWN

ON PLANS
v \

UNDISTURBED EARTH (TYP)

EXISTING PIPE

OUTSIDE OF PIPE BELL
Z = Do2 FOR D > 15" (375 mm)
= 3Do/4 FOR D s 15" (375 mm)
L--
I
z
S
co
LJJ
2 o
N
LJJ
_I
O
Q
S

PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.

GREENBOOK COMMITTEE
1984
REV. 1998, 2009, 2021
LO
I
To
BATTEN ATTACHMENT _

WITH ANCHOR BOLT/B
VAR
LJJ
2 o
N
LiJ
&
e Z
a
O
LJJ
0 o.CIVIat "6oFcAuOC”
A
5 C
<
Z
o.
ee0EESS/on)M4s
x o
2 LiJ
Q
1 41
#4 @ 12”-
o
2 — o
SLOPE FLOOR 12:1

TOWARDS 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)
z
S
APPROVED: JASON S. GELDERT
Jasow 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’
CIVIL

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET C-0.07

DETAILS
* 6" x 6" x #10 x #10 WWM
* NOTE:

CITY OF CARLSBAD

MODIFICATION TO
SDRSD STD.
12" MIN. - PER PLAN
6"
* NOTE:
· ALL ADA TRUNCATED DOME

BUMP 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. FROM

FACE OF CURB

DETECTABLE WARNING
(DOMES) TO BE 6" MIN.

AND 8" MAX. FROM

FACE OF CURB

DETECTABLE WARNING
(DOMES) TO BE 6" MIN.

AND 8" MAX. FROM

FACE OF CURBDETECTABLE WARNING
(DOMES) TO BE 6" MIN. AND
8" MAX. FROM FACE OF CURB
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
13 Jesse Sanchez 10/9/25

MONOLITHIC CURB IF SPECIFIED OR REQUIRED TRANSITION AREA C G OF RETURN% A.6”12” 24” MIN 3G s
O-
t 4 R A
k
i 1
6’
6"s 1/2” R12” 30” MIN
i1/2” RC
A
Le \to
1 FACE OF CURBO
4--(A
3CUT SLOPE 9u GUTTER LINE
s
3CUT 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 A
TYPE A TYPE B — CURB1/2” R SEE TYPE A1” R — 4' MINBROW DITCH 12”11” A R/W

SIDEWALK
\ ■■ 4 4
VCURB
CO
O
s A 71

SIDEWALK
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”
A
Gg l , — \
co

PLAN - TYPE BO
O)
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 Y 6' LANDING
4TYPE C TYPE D * 6” CURB HEIGHT
ELEVATION 8.33% MAX
2=
A err
TERRACE DITCH GUTTER Ppnonr
SEE
3‘—0‘NOTES: NOTES:

LEGEND ON PLANSLEGEND ON PLANS SECTION A-ALEGEND ON PLANS Revision ByRevision By By SAN DIEGO REGIONAL STANDARD DRAWINGBy SAN 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. 19246
CURBS AND GUTTER - SEPARATE CURB AND GUTTER - COMBINEDREFORMATTED Chairperson R.C.E. 19246 Chairperson R.C.E. 19246REFORMATTEDEdited S.S.

DRAINAGE DITCHES
T. Regello REVIEWED CVChairperson R.C.E. 19246
G-27

UPDATED MR
G-01 G-02Edited T.R. REVISED KE
D-75 UPDATED CV
Edited M.W.

LANDING
A—* 4'-0” MINTRANSITION AREAA
4-0”DETAIL 1 SEE NOTE 2
TTT-SIF » - :
sessess
X AA A
2 at
A
- A

2.4-0”A
SEE NOTE 23‘—0”—AA A AA eeed
A
(
s

6.2 TRUNCATED DOMESA A
A 4
A .

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

TRUNCATED DOMESA TOP OF CURB
/
I
PLANFACE OF CURB MAXZ* Z*

8.33% PLAN TILELIP (TOE) OF GUTTER

NOT TO SCALEPLAN
Tz*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 93
64’-0” MIN Y 0.65” MIN
3-0” TRUNCATED DOMES
3’-0”

PLAN VIEWTRUNCATED EXISTING PAVEMENTDOMES
i
"bl
SEE NOTE 4 8.33% MAX I
unns
4-0" MIN LANDINGTP
J
!6- ..
: v A ■
I J7 0.2” N
SEE NOTE 2
99 4” THICK MINIMUM | 8.33% MAX4” THICK MIN 1ooooooooo ■ A 'A • 12”
A ■
L ooooooooooooooooooo
12”
A . AA

SECTION A-ASECTION A-A CONCRETE GUTTER
L4” THICK MIN
12”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.EQUIPADO
CURB RAMP TYPE CMR Chairperson R.C.E. 19246 MRMR

CURB RAMP - TYPE DTRUNCATED DOMES
Chairperson R.C.E. 19246 Chairperson R.C.E. 52241 Date
(FOR EXISTING SIDEWALK)

CV UPDATEDUPDATED CVCV
G-30G-29 G-31G-28 KE REVISEDREVISED KEKE

SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

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

BUILDING OFFICIAL DATE
Revision

ORIGINAL

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

DRAWING
NUMBER

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE

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
OOO
OOOt
OOO
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 o
O O O o
ooo A
804 OO
ooo .
0000
O 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 /
— °000
O O O O o
5% MAX GUTTER

APRON SLOPE AT

RAMP OPENING
5% MAX GUTTER

APRON SLOPE AT

RAMP OPENING
O
o

1. 2.

3. 4.

5. TRUNCATED
DOMES •
o o
_ o
0000000000000000000000000
0000000000000000000000000
00000000000000000000000000
0 2
o
4-0”
MIN
GUTTER

FLOW 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 ELEVATION

BACK 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
8 0

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-81640
Exp. 09-30-27
3-0”

TRUNCATED
DOMES
o
C
d
3 0
DETAIL 1

NOT TO SCALE
o or
d
3 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
— EXISTING

NON-CONTIGUOUS
___ SIDEWALK
" A
A
X
g Q
cn
70/25/2078
Date
A ‘
. 4 ‘A
aa‘
NOTE 4
4” THICK MIN-
X
11___________

EXISTING CURB
4-0”
L_ A
X
I
6” MONOLITHIC CURB
R/W
STREET

TYPICAL PLAN
(
SEE NOTE 3
innnnnnnnnnnnnnnnnnnniiB
—
a
CM
X
1 I
s
LU
a
0 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
CD
4 s

SECTION A-A

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

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

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

ELEVATION
CIVIL

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
SHEET C-0.08

STORM DRAIN SIZE &

TYPE PER PLAN
USE 90° HUB x HUB

ELBOW FOR END OF

LINE CONDITIONS
- NDS OR EQUAL
- SIZE PER PLAN

INVERT ELEVATION

PER PLAN
4" PVC SCH 40 PIPE
1' MIN.

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 JOINT INTERSECTIONS 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"±
(PER PLAN)2"

TOP OF GRATE
(TG) PER PLAN1
3 4 2
DECK DRAIN42
SCALE:

N.T.S.

DETAILS

EARTHEN SWALE-

FLOW LINE (FL) ELEVATION PER
PLAN
2'
1'
4"

SURFACE TREATMENT

PER 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) X
H (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 3636

CATCH BASIN AND GRATE

PONDING DEPTH

SURFACE
ELEV. PER
PLAN
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" TO 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 SMALLEST DIMENSIONS SHALL EXCEED 6 INCHES AND THE LARGEST DIMENSION SHALL NOT EXCEED 12 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 SPACING BETWEEN ROCKS SHALL BE 2 INCHES.
· ALL RIP-RAP SHALL BE PLACED TO FORM A ROUGH UNEVEN SURFACE WITH PORTIONS EXTENDING 1" TO 2" ABOVE TOP OF ADJACENT GRADE.
· RIP-RAP APRON SHALL BE CONSTRUCTED IN A WORKMANLIKE MANNER AND COMPLETED TO THE SATISFACTION OF THE INSPECTOR.

UN-GROUTED RIP-RAP12

TOP OF PAD
(FG PER PLAN)

SURROUND PAD WITH

PERMEABLE FABRIC
- MIRAFI 140NC OR EQUAL
SCALE:

N.T.S.

JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
14 Jesse Sanchez 10/9/25

TABLE A TABLE B
LINE OF CURB 2SEE NOTE #6
Z CT Z Z1X Y X Y
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
93 MAx &AK******28**** A******* ****
• — — — — — — — — — — • — — — — —
8” 8’-0” 6’-8” 2’-o” 8” 8’-0” 6’-8" 8’-0”
ZZ4 ZZ2ll— ||i <7A
TYPE A AND B CURB RAMPS TYPE A-1 AND B-1 CURB RAMPS . A <1A<7 AAHLHLLLF 2A A <
s
: I A
VA <1A ATABLE C <7
4 <1 A <1■ ' AA<1CTX <7A
NOTES <7.z A '<7 •• A:1.

AGENCY APPROVAL. WITHOUT AGENCY APPROVAL,
93 4-0"4'
5” 5-0"
6” 6’-0” 2. Z SIDE SLOPE2. CONCRETE SHALL BE CLASS 520-C-2500. 99 7’-0”73. AREAS SHOWN THUS: Afa
PERPENDICULAR TO THE AXIS OF THE RAMP. 8-0"8 3.

REQUIRED FOR A COMPLETE RAMP INSTALLATION.
33 9’-0”9
10” 1O’-O”
11” 11’-0”
12” 12-0”
13” 13’-0”

TYPE C CURB RAMP
By SAN DIEGO REGIONAL STANDARD DRAWING SAN DIEGO REGIONAL STANDARD DRAWING Chairperson R.C.E. 19246 Chairperson R.C.E. 19246GENERAL NOTES EOR CURB RAMPS NOTES EOR CURB RAMPSG-32A G-32B 7 8WIDTH FER PLAN— —
Q
45 32% FLUSHL
4 in 2||n 4) 44
-1l t F000
7 X—0 (r.
—:■— ■ \ u .7 AA00/
M I 6" I— J 9 —.6" I2I' I I-------- 1
■I l — 11=1I— I—
I——11 I I 1 1: |||
2 6 SECTION - COBBLE EDGE
ii II
LEGEND:
©
209200
3" MISC. CRUSHED AGGREGATE BASE.

X4
/ /
<
ADJACENT GRADE. SEE CIVIL ENGINEER'S FLANS.
() TYPAR FILTER FABRIC 3201, OR APPROVED EQUAL.
6" WIDE x 7" DEEP CONCRETE EDGING COBBLE

SHEETSSHEET
GRADING PLANS FOR:

BUILDING OFFICIAL DATE
Revision

ORIGINAL

REVISED

UPDATED

REVIEWED

REVISED

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE

DRAWING
NUMBER
Revision

ORIGINAL

UPDATED

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE

DRAWING
NUMBER
MR
CV
KE
CURB
HEIGHT
CURB
TRANS.

DWN BY:

CHKD BY:

RVWD BY:

Z* REFERS TO Z OR Z1 IN TABLE B.

SHALL BE 10:1, EXCEPT PER NOTE 3.

CURB
HEIGHT
Date
03/12
12/15
CURB
HEIGHT
Approved

PARKINSON
T. STANTON
MR/CV
CV
TS/RAP
Date
02/95
04/06
05/12
12/15
11/17
By
MR
CV
Approved
MR/CV
cv
NO VISIBLE GROUT EXCESS. CONTRACTOR
SHALL RAKE 4 CLEAN JOINTS TO REMOVE
EXCESS GROUT. DESIGN INTENT TO HAVE
MINIMAL GROUT VISIBLE IN FINAL FRODUCT.

TRUNCATED DOMES

SEE STANDARD
DRAWING G-30
4’-0” MIN

LANDING

DIMENSIONS SHOULD NOT EXCEED THE MAXIMUM SLOPE
OR RATIO PROVIDED.

DIMENSIONS X, Y, Z, Z1, AND CT MAY BE DETERMINED

BY USING THE TABLES ON THIS SHEET WITH PRIOR
SIDE
SLOPE
(10:1)
SIDE
SLOPE
(10:1)
SIDE
SLOPE
(12:1)
RAMP
LENGTH
(12:1)
CURB
TRANS.
(12:1)
RAMP
LENGTH
(12:1)
6” MIN
8” MAX
% ir
170
NOTES

1. THE REMOVAL OF EXISTING CONCRETE CURB, GUTTER, SIDEWALK, AND PAVEMENT FOR PEDESTRIAN RAMP INSTALLATION SHALL COMPLY WITH STANDARD DRAWING G-11. FOR

CONSTRUCTION OF CURB RAMPS ON EXISTING SIDEWALKS, REMOVAL OF ADDITIONAL SIDEWALK MAY BE REQUIRED TO COMPLY WITH ADA REQUIREMENTS TO MEET EXISTING GRADE.

SECTION
SCALE: 1" = 1-0
FOR TYPE A-1 AND B-1 CURB RAMPS, WHERE A 4’

LANDING CANNOT BE CONSTRUCTED DUE TO INADEQUATE
RIGHT OF WAY, A 3’ MINIMUM LANDING IS ACCEPTABLE

WITH PRIOR AGENCY APPROVAL AND PROVIDED THE SIDE
SLOPES ARE REVISED TO 12:1 PER SIDE SLOPE Z1 IN
TABLE B.

EDGE OF

TRUNCATED DOMES

DETAIL B
SEE NOTE 7
CONTRACTOR TO PROVIDE 6‘X6 MOCK OF

DECOMPOSED GRANITE PAVING PRIOR TO

ACQUISITION AND CONSTRUCTION
6" WIDE x 8" DEEP CONCRETE MOW CURB WITH *4 CONTINUOUS
REBAR CENTERED IN MOW CURB.
/
/
90% COMPACTED, MOISTURE CONDITIONED SUB-GRADE FER
GEOTECHNICAL REPORT. GRADE TO ENSURE POSITIVE DRAINAGE
AWAY FROM ALL STRUCTURES.
5" ORGANIC-LOCK STABILIZED DECOMPOSED GRANITE PAVING
(PRE-MIXED), CALIFORNIA GOLD BY: GAIL MATERIALS OR
APPROVED EQUAL. (951) 661-6l06. CONTACT DAVE DZWILEUSKI.

COLOR: GAILS GOLD. APPLY FER MANUFACTURER'S
SPECIFICATIONS.

ADJACENT CONCRETE PAVING OR BAND WITH THICKENED EDGE
PER PLAN, SEE DETAIL 2, OR 6, SHEET L-2.01.

CONTRACTOR TO SUBMIT SAMPLE OF

ORGANIC-LOCK DECOMPOSED GRANITE FOR
REVIEW AND APPROVAL PRIOR TO USE.

C-81640
Exp. 09-30-27

COBBLE EDGER TO BE USED ONLY IN

LOCATIONS WHERE TRAIL CROSSES INTO THE
HABITAT MITIGATION BUFFER ZONE. SEE FLANS.
!0/25/2078
Date
>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. | —
\
/S
ol & I
©
©
©

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. ©
A
©
©
2 — 5.0% MAX
©
©
5—/— 11=
©
©
] SHALL HAVE A MEDIUM TO HEAVY BROOM TEXTURE FINISH,
AREAS SHOWN THUS: 21556320 ARE THE MINIMUM
Q.
2 <
Q
Q
2 <
Q
(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
l
o.CIVILar "foFcsuOC”
APPROVED: JASON S. GELDERT
Jasow CAaut
A.

CITY OF CARLSBAD

ENGINEERING DEPARTMENT
TP

SAKASAA
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.
=lll=lll=lll=lll=lllEr|||=|ll=lll=lll=lll=ll
CIVIL

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

DEMOLITION PLAN
0 20 40 80
SCALE: 1" = 40'
S
E
SHEET D-1.01

WHITMAN WAY
FARADAY AVE.

FARADAY AVE.

WHITMAN WAY

FARADAY AVENUE
SHEET
D-1.01
SHEET
D-1.02
S

ESHEET INDEX MAP
SCALE: 1" = 500'

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

EASEMENT TO SAN DIEGO

COUNTY WATER AUTHORITY
PER DOC. #2014-0105138

LIMITS OF

GRADING
HMP

BOUNDARY
20' OFFSET FROM

HMP BOUNDARY

LIMITS OF GRADING
22'± OFFSET FROM

HMP BOUNDARY
NOTE TO CONTRACTOR:

CONTRACTOR TO SCHEDULE A SITE WALK

WITH THE CITY PRIOR TO START OF

DEMOLITION TO VERIFY ALL ITEMS TO BE
DEMOLISHED AND/OR SALVAGED.

NOTE TO CONTRACTOR:

CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TO
DEMOLITION.

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)

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

LIMITS OF

GRADING

SAN DIEGO COUNTY WATER AUTHORITY -

CARLSBAD DESALINATION CONVEYANCE

PIPELINE MACARIO TUNNEL PIT
NOTE TO CONTRACTOR:

THIS PROJECT HAS A MITIGATION MONITORING AND
REPORTING PROGRAM. SEE MIT. MEASURE BIO-3B AND
PRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’S

LIMITS OF DISTURBANCE WITH ORANGE FENCING, AND

IN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATED

RUNOFF, USE SILT FENCING TO DELINEATE THE IMPACT
FOOTPRINT CONSISTENT WITH THE PROJECT’S STORM
WATER POLLUTION PREVENTION PLAN (SWPPP). ALL

FENCING WOULD BE REVIEWED BY THE PROJECT
BIOLOGIST PRIOR TO THE INITIATION OF WORK.

G
H
G
H
C

DHEADWALL,

SIDEWALLS,

AND PAD
C
D
C
B
G
G
A
E
E
E
E
E
E
E E
F
F
E
D
D
D
G
LEGEND

EXISTING HABITAT FENCE

DEMOLITION NOTES
A
C
B
D PROTECT IN PLACE - POTHOLE AND LOCATE EXISTING UNDERGROUND UTILITY LINES TO PROTECT AS REQUIRED * REMOVE EXIST. FENCE/GATE, ACCESS CHAINS, POSTS, BOLLARDS, FOOTINGS, ETC. - COORDINATE WITH CITY PRIOR TO DEMO. ON

WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER

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) AND

DISPOSE - SEE PRECISE GRADING PLANS
E REMOVE EXIST. TREE & SITE VEGETATION, CLEAR & GRUB, ROOT GRIND TREE ROOTS - ALL SITE VEGETATION WITHIN GRADING

LIMITS TO BE REMOVED
F PROTECT IN PLACE - EXIST. TREES & SITE VEGETATION WITHIN HABITAT MANAGEMENT PLAN (HMP) PRESERVE AREA

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 WORK

SCHEDULE
H PROTECT IN PLACE - EXIST. HABITAT FENCE, POSTS, FOOTINGS - COORDINATE CONNECTION/ATTACHMENT TO PROPOSED

SEE IMPROVEMENT PLANS
(ROW2023-0762) FOR DEMOLITION

OF WATER LINES AND FACILITIES
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
15 Jesse Sanchez 10/9/25
) / /O L
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REC 86.96FL
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JESSE SANCHEZ

BUILDING OFFICIAL DATE

SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

CHKD BY:

RVWD BY:

D—-REC
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Exp. 09-30-27
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APPROVED:. JASON S. GELDERT
JaSow (Laut
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VENT RISER
I.C.V.S

LIMITS OF

GRADING
CIVIL

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

DEMOLITION PLAN
SHEET D-1.02
FARADAY AVE.
0 20 40 80
SCALE: 1" = 40'
S
E

DEMOLITION GENERAL NOTES

1. CONTRACTOR SHALL CONDUCT A SURVEY OF EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED 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 DEMOLITION ACTIVITIES.

4. CONTRACTOR SHALL KEEP INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND REINSTALLED 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 PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN.

7. WHEN UNANTICIPATED ELECTRICAL, STRUCTURAL, OR OTHER ELEMENTS INCLUDING STORM DRAIN, WATER AND

SEWER LINES THAT CONFLICT WITH INTENDED DESIGN ARE ENCOUNTERED, CONTRACTOR SHALL INVESTIGATE

AND MEASURE THE NATURE AND EXTENT OF CONFLICT AND CONTRACTOR SHALL PROMPTLY SUBMIT A WRITTEN REPORT TO THE COUNTY.

8. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES AND 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, BEFORE

PROCEEDING WITH DEMOLITION CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES/SYSTEMS THAT

BYPASS AREA OF DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING AND SITE.
· SHALL CUT OFF PIPE OR CONDUIT IN WALLS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING 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 CUT OFF PIPE OR CONDUIT SO IT WILL NOT BE VISIBLE IN FINISHED CONSTRUCTION.

9. CONTRACTOR SHALL PROTECT EXISTING SERVICES/SYSTEMS INDICATED AGAINST DAMAGE DURING DEMOLITION OPERATIONS.

10. INACTIVE OR ABANDONED UTILITIES SHALL BE DISCONNECTED, REMOVED, AND PLUGGED OR CAPPED SUBJECT TO THE LOCAL GOVERNING AGENCIES.

11. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT THE EXPENSE OF THE CONTRACTOR. KEEP ANY REQUIRED

UTILITY IN OPERATING CONDITION DURING THE ENTIRE PERIOD OF WORK, INCLUDING EXISTING IRRIGATION SYSTEMS FOR LANDSCAPE MAINTENANCE.

12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT KNOWN OBSTRUCTIONS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. ASSUME RESPONSIBILITY FOR ALL NECESSARY REVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

13. CONTRACTOR SHALL CONDUCT DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM

INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

14. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN AND:
· SHALL PROVIDE TEMPORARY WEATHER PROTECTION, DURING THE INTERVAL BETWEEN DEMOLITION OF

EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE 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 REQUIRED

TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND

FINISHES THAT REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. CONTRACTOR SHALL STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF DEMOLITION.

16. DEMOLITION AND REMOVAL WORK SHALL BE CAREFULLY PERFORMED TO AVOID DAMAGE TO EXISTING TREES NOTED ON THE PLANS TO REMAIN.

17. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITIONS OF THE UNIFORM

BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT, AND ALL OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS.

18. CONTRACTOR SHALL USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN THE LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS:
· SHALL NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USING

CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN.
· SHALL CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES.
· SHALL NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT

CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS. · SHALL MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. · SHALL REMOVE DECAYED, TERMITE-INFESTED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS OR UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE.
· SHALL LOCATE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON STRUCTURES TO REMAIN.

19. CLEAR THE SITE OF GRASS, WEED GROWTH, RUBBISH, DEBRIS, PAVEMENT, CONCRETE, INACTIVE OR

ABANDONED FACILITIES (VERIFIED BY THE AGENCY), THAT ARE TO BE REMOVED FOR CONSTRUCTION OF THE SITE IMPROVEMENTS TO THE LIMITS AND DEPTHS SHOWN ON THE PLANS.

20. ABANDONED UNDERGROUND FACILITIES (VERIFIED BY THE AGENCY), ROOTS THREE INCHES IN DIAMETER AND LARGER, AND ROCKS AND BROKEN MASONRY LARGER THAN 4 INCHES IN ANY DIMENSION SHALL BE REMOVED TO 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 THE CONTRACTOR, WHO SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL RELATED COSTS.

22. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM AT 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 ADJACENT SURFACES AND AREAS.

23. CONTRACTOR SHALL NOT BURN DEMOLISHED MATERIALS.

24. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED

BY DEMOLITION OPERATIONS AND RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITION OPERATIONS BEGAN.

MATCH LINE - SEE SHEET D-1.01
MATCH LINE - SEE SHEET D-1.03
MATCH LINE - SEE SHEET D-1.04
NOTE TO CONTRACTOR:

CONTRACTOR TO SCHEDULE A SITE WALK

WITH THE CITY PRIOR TO START OF

DEMOLITION TO VERIFY ALL ITEMS TO BE
DEMOLISHED AND/OR SALVAGED.

NOTE TO CONTRACTOR:

CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TO
DEMOLITION.

FARADAY AVE.

WHITMAN WAY

FARADAY AVENUE
SHEET
D-1.01
SHEET
D-1.02
S

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

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 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.

NOTE TO CONTRACTOR:

THIS PROJECT HAS A MITIGATION MONITORING AND
REPORTING PROGRAM. SEE MIT. MEASURE BIO-3B AND
PRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’S

LIMITS OF DISTURBANCE WITH ORANGE FENCING, AND

IN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATED

RUNOFF, USE SILT FENCING TO DELINEATE THE IMPACT
FOOTPRINT CONSISTENT WITH THE PROJECT’S STORM
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BIOLOGIST PRIOR TO THE INITIATION OF WORK.

B
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EXISTING HABITAT FENCE

WHAT TO SALVAGE AND/OR REUSE AND DISPOSE REMAINDER

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LIMITS TO BE REMOVED
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999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected] September 9, 2025

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

DEMOLITION PLAN
SHEET D-1.03
0 20 40 80
SCALE: 1" = 40'
S
E
MATCH LINE - SEE SHEET D-1.04
MATCH LINE - SEE SHEET D-1.01
MATCH LINE - SEE SHEET D-1.02
NOTE TO CONTRACTOR:

CONTRACTOR TO SCHEDULE A SITE WALK

WITH THE CITY PRIOR TO START OF

DEMOLITION TO VERIFY ALL ITEMS TO BE
DEMOLISHED AND/OR SALVAGED.

NOTE TO CONTRACTOR:

CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TO
DEMOLITION.

FARADAY AVE.

WHITMAN WAY

FARADAY AVENUE
SHEET
D-1.01
SHEET
D-1.02
S

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 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.

SHEET
D-1.03
SHEET
D-1.04
SHEET
D-1.05
NOTE TO CONTRACTOR:

THIS PROJECT HAS A MITIGATION MONITORING AND
REPORTING PROGRAM. SEE MIT. MEASURE BIO-3B AND
PRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’S

LIMITS OF DISTURBANCE WITH ORANGE FENCING, AND

IN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATED

RUNOFF, USE SILT FENCING TO DELINEATE THE IMPACT
FOOTPRINT CONSISTENT WITH THE PROJECT’S STORM
WATER POLLUTION PREVENTION PLAN (SWPPP). ALL

FENCING WOULD BE REVIEWED BY THE PROJECT
BIOLOGIST PRIOR TO THE INITIATION OF WORK.

G
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LEGEND

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E REMOVE EXIST. TREE & SITE VEGETATION, CLEAR & GRUB, ROOT GRIND TREE ROOTS - ALL SITE VEGETATION WITHIN GRADING

LIMITS TO BE REMOVED
F PROTECT IN PLACE - EXIST. TREES & SITE VEGETATION WITHIN HABITAT MANAGEMENT PLAN (HMP) PRESERVE AREA

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XXXXXXXXXXX

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LIMITS OF GRADING
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CIVIL

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

DEMOLITION PLAN
SHEET D-1.04
0 20 40 80
SCALE: 1" = 40'
S
E
FARADAY AVE.

MATCH LINE - SEE SHEET D-1.03
MATCH LINE - SEE SHEET D-1.05
MATCH LINE - SEE SHEET D-1.02
NOTE TO CONTRACTOR:

CONTRACTOR TO SCHEDULE A SITE WALK

WITH THE CITY PRIOR TO START OF

DEMOLITION TO VERIFY ALL ITEMS TO BE
DEMOLISHED AND/OR SALVAGED.

NOTE TO CONTRACTOR:

CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TO
DEMOLITION.

FARADAY AVE.

WHITMAN WAY

FARADAY AVENUE
SHEET
D-1.01
SHEET
D-1.02
S

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 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.

SHEET
D-1.03
SHEET
D-1.04
SHEET
D-1.05
NOTE TO CONTRACTOR:

THIS PROJECT HAS A MITIGATION MONITORING AND
REPORTING PROGRAM. SEE MIT. MEASURE BIO-3B AND
PRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’S

LIMITS OF DISTURBANCE WITH ORANGE FENCING, AND

IN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATED

RUNOFF, USE SILT FENCING TO DELINEATE THE IMPACT
FOOTPRINT CONSISTENT WITH THE PROJECT’S STORM
WATER POLLUTION PREVENTION PLAN (SWPPP). ALL

FENCING WOULD BE REVIEWED BY THE PROJECT
BIOLOGIST PRIOR TO THE INITIATION OF WORK.

B
B
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E REMOVE EXIST. TREE & SITE VEGETATION, CLEAR & GRUB, ROOT GRIND TREE ROOTS - ALL SITE VEGETATION WITHIN GRADING

LIMITS TO BE REMOVED
F PROTECT IN PLACE - EXIST. TREES & SITE VEGETATION WITHIN HABITAT MANAGEMENT PLAN (HMP) PRESERVE AREA

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 WORK

SCHEDULE
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CIVIL

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

DEMOLITION PLAN
SHEET D-1.05
0 20 40 80
SCALE: 1" = 40'
S
E
FARADAY AVE.

MATCH LINE - SEE SHEET D-1.04

AT HIGHPOINT
NOTE TO CONTRACTOR:

CONTRACTOR TO SCHEDULE A SITE WALK

WITH THE CITY PRIOR TO START OF

DEMOLITION TO VERIFY ALL ITEMS TO BE
DEMOLISHED AND/OR SALVAGED.

NOTE TO CONTRACTOR:

CONTRACTOR SHALL INSTALL TEMPORARY BMPs PRIOR TO
DEMOLITION.

FARADAY AVE.

WHITMAN WAY

FARADAY AVENUE
SHEET
D-1.01
SHEET
D-1.02
S

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 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.

SHEET
D-1.03
SHEET
D-1.04
SHEET
D-1.05
NOTE TO CONTRACTOR:

THIS PROJECT HAS A MITIGATION MONITORING AND
REPORTING PROGRAM. SEE MIT. MEASURE BIO-3B AND
PRIOR TO CONSTRUCTION, DELINEATE THE PROJECT’S

LIMITS OF DISTURBANCE WITH ORANGE FENCING, AND

IN AREAS POTENTIALLY SUBJECT TO PROJECT-RELATED

RUNOFF, USE SILT FENCING TO DELINEATE THE IMPACT
FOOTPRINT CONSISTENT WITH THE PROJECT’S STORM
WATER POLLUTION PREVENTION PLAN (SWPPP). ALL

FENCING WOULD BE REVIEWED BY THE PROJECT
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DHEADWALL,

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LIMITS TO BE REMOVED
F PROTECT IN PLACE - EXIST. TREES & SITE VEGETATION WITHIN HABITAT MANAGEMENT PLAN (HMP) PRESERVE AREA

EXISTING CHAIN (MAINTENANCE ACCESS POINT)

XXXXXXXXXXX

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67.10 FS

67.30 TC

66.80 FS

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55.5 TG

54.4 INV

54.33 INV

56.28 TW

50.89 BTM.

56.28 TW

50.89 BTM.

VARIES36' TO 51'
VARIES36' TO 51'

30.0'

55.75 TG

54.6 INV

55.20 FS

56.25 FS

56.33 FS 56.25 FS

66.03 FS69.08 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%

4.8%
10%
5%
3 32
3 12
12 2
28 28
28 28
20 20
32 32
32 40
22B
2 2
2 38
3 22A
28 2
2 12
12 12
5 5
5 5
5 7
6 6
1 7 7
6 6
25 28
20 20
23 32
12"
16 1% TYP.
1% TYP.
1% TYP.
28 32
32 1.8%
1%
1%
1%
1%

4.8%
1%
5%
23A
23A

1.8%
22B
2:1
2:1
PROP. BLDG.67.70 FF
**67.28 PAD
22B
4"
@1%22A
4"
@1%22A
29 HP

56.5 FG
8"@

4.3%22B
8"@

1.1%22B
8"@

2.8%22B

66.75 FS

71.75 FS
1% TYP.

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 TC

65.83 FL

66.61 TC

1.1%

1.8%

67.45 TC

66.95 FS

67.40 TC

66.90 FS

67.31 TC

66.81 FS

66.90 TC

66.40 FL
13 68.43 TC

67.93 FL
13 13

67.06 TC

66.56 FS

1.5%

66.63 TC

66.13 FS

69.00 TC

68.50 FS

69.36 TC

68.86 FS

69.15 TC

68.65 FS

69.09 TC

68.59 FS

69.12 TC

68.62 FS

0.6%

68.67 FS

1.3%
2%

68.50 FS

68.60 FS
4" CF

68.33 TC

68.00 FS

1.8%

0.9%
14 14

1.5%

70.20 FS

67.43 FS

1.6%

67.65 FS

67.78 FS

67.54 FS

0.5%
4" CF

67.78 TC

67.45 FS
4" CF

67.43 TC

67.10 FS
14 14

1.4%
4" CF

67.04 TC

66.71 FS67.40 FS

1.5%

67.05 FS

1.8%
1%
13 17
32 67.04 FS

67.15 FS 67.18 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.

56.0 FL
24 4"22A
35 36
36 35
SIDEWALK10

66.5 TG

64.5 INV
12 12
12 67.15 TG

64.6 INV42

67.4 TG

64.7 INV21

67.94 FS

67.9 TG

66.0 INV21

67.2 TG

65.0 INV21

67.65 FS

67.30 FS

0.5%

0.7%

67.47 FS

4.8%

68.54 FS

70.08 FS

69.98 FS 69.93
FS

68.10 FS

68.20 FS

70.03 FS

70.08 FS

70.18 FS
4"22A

4.8%

68.4 TG

66.1 INV21
HP

70.8 FS 69.8 FSHP

70.1 FG
4" 22A

67.63 FS

1.6%

56.92 TW

50.89 BTM.

56.28 TW

50.89 BTM.

90.5 FG88.1 FG

4.8%
11 TYP.
11 TYP.

67.2 FG

66.9 FG
2:1
MAX.
2:1
MAX.2:1
MAX.
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 FL84.5 FL

89.5 FL

65.5 FL

74.3 FL
44 TYP.

56.8 67.50 FS

1.5%

67.33 FS 67.33 FS

67.23 FS

67.45 FS

1.5%

0.5%

1.5% 67.25 FS

67.23 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 TG

54.4 INV21

55.1 TG

54.35 INV
21 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 31CONSTRUCT CATCH BASIN - TYPE 'F'- PER S.D.R.S.D. DWG. NO. D-07 11 LEGEND
CONSTRUCT 4" PVC (SDR 35) STORM DRAIN PIPE, BEDDING PER S.D.R.S.D. DWG. NO. D-60 CONSTRUCT STORM DRAIN CLEANOUT - TYPE 'A' - PER S.D.R.S.D. DWG. NO. D-09 32 33
34CONSTRUCT HDPE FITTING PER MANUFACTURER'S RECOMMENDATIONS. SIZE PER PLAN.

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

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

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY

PRECISE GRADING PLAN
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.01
MATCH LINE - SEE SHEET C-1.02
MATCH LINE - SEE SHEET C-1.03

WHITMAN WAY
FARADAY AVE.

A
A

SECTION A-A

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

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PROP. FENCE - SEE

LANDSCAPE PLANS
1'
MIN.

PROP. MOW CURB -
SEE DETAIL 5, SHEET
L-2.01
15'

COLD JOINT PER LANDSCAPE

ARCHITECT PLANS
- SEE DETAIL 3, SHEET L-2.01

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

8.0'

9.0'

2.0'

5.0'
3 CONSTRUCT CONCRETE SIDEWALK
PER S.D.R.S.D STANDARD DETAILS
G-7 AND G-9

FARADAY
3 32
3 3.8'5'
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
20 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 6 o AJ
CONSTRUCT 5" D.G. /3" A.B. SURFACE DETAIL 3, SHEET C-0.08 AND LANDSCAPE ARCHITECT PLANS DETAIL 5, SHEET L-2.01 7 \
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JESSE SANCHEZ
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BUILDING OFFICIAL DATE
SHEETSCITY OF CARLSBADSHEET+
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\ GRADING PLANS FOR:
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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 00 +.+ +1+
DWN BY:

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APPROVED: JASON S. GELDERT
Jasow CAaut
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_ e.1 2.40 C
PP
!
10'

74.90 FS

68.98 FS

61.91 TC

61.41 FS

61.19 FS

67.20 FS
4" CF

67.00 TC

66.67 FS

69.47 FS
HP

66.80 TC

66.30 FL

65.75 TC

65.25 FL
(55.5) FS
(56.2) FS
(51.0±) TOP OF

HEADWALL
(41.6±) BOTTOM

OF HEADWALL

66.30 FS

66.01 CONC.

66.25 FS

66.50 FS

66.21 CONC.

67.20 FS
0" CF

67.30 FS

67.15 FS

EASEMENT TO SAN DIEGO

COUNTY WATER AUTHORITY
PER DOC. #2014-0105138

LIMITS OF

GRADING

GUARDRAIL

54.49 TW

47.82 BTM.

GUARDRAIL

59.94 TW

52.00 TF

55.5± FS

55.1± FS

69.20 FS

65.38 FS

59.54 FS
PROP. BUS STOP

IMPROVEMENTS FOR ADA

ACCESSIBILITY
- 60" x 96" MIN. LEVEL PAD

56.5 TMH
EXIST 30" RCP SD
*(48.20±) INV

50.03 INV 8"

51.0 INV 4"

54.75 TMH
EXIST 18" RCP SD
*(49.29±) INV

50.12 INV 8" IN

68.75 TG

65.5 INV

59.0 TG

56.5 INV

66.2 INV

66.5 TG

64.6 INV

66.5 TG

63.9 INV 8"

66.5 TG

63.2 INV

66.5 TG

62.2 INV 12"

8.0'

54.50 TG

51.75 INV IN

51.7 INV OUT8"@

7.3%

10.0'

55.50 TG

51.75 INV IN

51.7 INV OUT

54.33 INV

57.00 TW

52.00 BTM.

57.00 TW

52.00 BTM.

55.67 TW

53.33 TF

55.67 TW

52.67 TF

8.0'
4"
@0.5%

55.5 TG

54.7 INV

6.5'

8.0'

62.75 TG

62.0 SURFACE

59.75 SUBDRAIN IN

59.50 BOT.

57.0 INV 8" OUT

8.0'

77.0 FS

GUARDRAIL

72.67 TW

65.00 TF

72.33 TW

70.5 TG

64.5 INV
4"

56.05 TG

55.45 INV

69.8 FS
HP

67.1 FG
HP

66.95 FG
HP

67.1 FG

69.33 TC

68.83 FS0" CF

68.90 FS
0" CF

68.31 FS

68.70 FS
4" CF

68.50 TC

68.17 FS
4" CF

68.23 TC

67.90 FS
4" CF

67.76 TC

67.43 FS
0" CF

67.65 FS
4" CF

67.38 TC

67.05 FS
4" CF

66.68 TC

66.35 FS
0" CF

66.52 FS 66.20 FS
0" CF

65.87 FS 65.78 FS
4" CF

65.95 TC

65.62 FS

65.74 TC

65.24 FL

65.25 TC

64.75 FS

64.06 TC

63.56 FS

63.60 TC

63.10 FL

62.18 TC

61.68 FS

61.80 TC

61.30 FL
12" CF

63.50 TC

62.50 FS
10" CF

65.13 TC

64.30 FS

65.10 TC

64.60 FS

66.45 TC

65.95 FS

66.27 TC

65.77 FS

67.60 TC

67.10 FS

67.30 TC

66.80 FS

67.03 TC

66.53 FS

68.95 TC

68.45 FL

68.70 TC

68.20 FL

69.30 TC

68.80 FS

68.51 TC

68.01 FL

68.15 TC

67.65 FL

67.04 TC

66.54 FL

66.65 TC

66.15 FS 66.24 TC

65.57 FL

65.65 TC

65.15 FL

64.50 TC

64.00 FL

66.08 TC

65.58 FS

64.90 TC

64.40 FS

54.0 SURFACE

51.75 SUBDRAIN OUT

BASIN 'BC'

54.0 SURFACE

51.75 INV SUBDRAIN OUT

51.50 BOT.

BASIN 'D'

57.4 FG

64.0 FG

63.1 SURFACE

60.60 BOT.

65.1 FG

56.0 FG

56.0 FG
4"

55.4 TG

54.4 INV

54.33 INV

55.5 TG

54.8 INV

56.0 TG

55.0 INV

56.0 TG

54.8 INV

55.5 TG

54.4 INV

54.33 INV

56.28 TW

50.89 BTM.

C.O.-G.B.

55.0 INV
C.O.

55.3 INV
12"

62.5 TG

58.7 INV 8"
8"

56.95 TC

56.45 TG/FS

55.4 INV
SIGHT

DISTANCE

TRIANGLE
WEIR

64.1 FS

62.0 SURFACE

59.50 BOT.
0" CF

66.54 FS

65.19 TC

64.69 FL
12" CF

64.6 TC

63.6 FS

66.20 FS

65.91 CONC.

66.03 FS69.08 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-2.01

FOR SD PLAN/PROFILE

67.48 FS

67.68 FS

1.5%

4.9%
2:1MAX.
2:1 MAX.

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
7 7
7 7
6 6
6 6 9
13 13
13 28
2 22A
21 22
20 23
28 20
20 23
32 12"
32 12"
16 1% TYP.
1% TYP.
28 20
32 2778.0 FS
1%
1%

4.8%
1%
23A
23A

1.8%
22B
2 EA
2:1
2:1
2:1
2:1
2:1
PROP. BLDG.67.70 FF
**67.28 PAD
PROP. BLDG.

67.50 FF
**67.08 PAD
22B
4"
@1%22A
4"
@1%22A
29 HP

56.5 FG
8"@

4.3%22B

1.1%22B71.75 FS
1% TYP.

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 TC

65.30 FS

65.45 FS

64.45 TC

63.95 FS

63.04 TC

62.54 FS

62.79 TC

62.29 FS

1.8%

4.1%

63.18 FS

63.10 FS
2:1

65.68 TG

61.1 INV26

66.35 FS

65.06 CONC.

65.88 TG

61.0 INV

65.82 TG

63.0 INV26

65.88 TG

63.1 INV
26 65.88 TG

63.5 INV
26 66.88 TG

62.0 INV26

66.88 TG

62.0 INV26

65.88 TG

63.1 INV

65.88 TG

62.7 INV26

65.88 TG26

66.10 FS

65.68 CONC.

66.20 FS

65.91 CONC.

62.8 TG

59.3 INV21

65.0 TG

60.1 INV
21 66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

67.30 FS

68.30 FS

69.30 FS

70.30 FS

67.30 FS

68.30 FS

70.30 FS

70.01 CONC.

69.30 FS

69.01 CONC.

69.30 FS

69.01 CONC.

69.30 FS

69.01 CONC.

65.88 TG

61.5 INV26
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 TC

65.83 FL
CB #1

62.50 INV OUT
30 15
22A37
38 8"22B
8"22B
C.O.-G.B.

54.6 INV37
PROP. DRIVEWAYAND STREET CURB PERDWG. 550-8, CIP 6099
CB #4
L=11'

55.3 INV IN
30 15

57.09 TC

56.42 FL

57.62 TC

56.95 FL

1.8%

6.9%
37 62.30 FS

61.26 TC

60.76 FL

61.45 TC

60.95 FL

60.93 TC

60.43 FL

4.8%
0" CF

60.69 FL
8 13

62.00 TC

61.50 FS

3.6%

63.70 TC

63.20 FL

64.04 TC

63.54 FS

63.71 TC

63.21 FS

1.8%
8"22B
12" 22C
12" 22C
8" 22B
8" 22B

61.88 TC

61.38 FS

61.15 TC

60.65 FS

62.30 TC

61.63 FL

62.15 TC

61.48 FL
CB #3

57.00 INV OUT30 15
4"22C

1.8%

64.26 TC

63.76 FL
C.O.

60.85 INV37

60.85 INV

59.75 INV
C.O.

57.00 INV37
13 6

64.86 TC

64.36 FS
17 1.9%

66.05 TC

65.55 FS65.94 TC

65.44 FS

65.54 TC

65.04 FL
13 7

66.61 TC

66.11 FS

66.52 TC

66.02 FS

66.45 TC

65.95 FS

66.11 TC

65.61 FL

1.1%

1.8%

67.45 TC

66.95 FS

67.40 TC

66.90 FS

67.31 TC

66.81 FS

66.90 TC

66.40 FL
13 68.43 TC

67.93 FL
13 13

67.06 TC

66.56 FS

1.5%

66.24 TC

65.74 FS

66.42 TC

65.92 FS

66.63 TC

66.13 FS
10" CF

65.18 TC

64.35 FS
6 1.6%

56.0 FG

69.00 TC

68.50 FS
13 13

69.36 TC

68.86 FS

69.15 TC

68.65 FS

69.09 TC

68.59 FS

69.12 TC

68.62 FS

0.6%

68.67 FS

1.3%
2%

68.50 FS

68.60 FS
4" CF

68.33 TC

68.00 FS

1.8%

0.9%
14 14

1.5%

70.20 FS

67.43 FS

1.6%

67.65 FS

67.78 FS

67.54 FS

0.5%
4" CF

67.78 TC

67.45 FS
4" CF

67.43 TC

67.10 FS
14 14

1.4%
4" CF

67.04 TC

66.71 FS67.40 FS

1.5%

67.05 FS
4" CF

66.85 TC

66.52 FS

1.2%
4" CF

66.75 TC

66.42 FS

66.31 FS

1.8%
14 1.8%

1.8%

1.8%
14 66.10 FS

65.81 CONC.

0.9%

65.98 TC

65.48 FS

65.80 TC

65.30 FS

66.20 FS

0.5%

1.2%

67.40 FS

66.94 FS

67.35 FS

66.85 FS

1.8%4.8%

1.8%

67.48 FS

67.28 FS

67.45 FS3.1%
1%
13 17

66.32 TC

65.65 FL
CB #2

62.30 INV OUT
30 15
8"22B
C.O.-G.B.

61.00 INV37

56.0 FG

54.33 INV23
C.O.

51.75 INV37
C.O.-G.B.

54.6 INV37
8"22B

56.5 FG
32 TYPE A
TYPE D-MOD.

F.H.

SEE SHEET
C-5.01
TRANS. PER
ELEC. PLANS

70.00 TW

67.00 TF

76.8 TG

74.5 INV21
4" 22A

65.76 FS

65.92 FS

66.03 FS

66.11 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 FS 67.18 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

60.75 FS/LIP

61.06 FS

61.28 FS
0" CF

61.48 FS
0" CF

62.08 FS

61.98 TC

61.48 FS

62.05 TC

61.55 FS

62.15 FS

61.50 FS

62.08 TC

61.58 FS

66.00 FS
4" 22A

66.4 TG

63.0 INV21
TW = FS+18"
TYP.

TW = FS+18"
TYP.

C.O.

58.61 INV

1.8%

1.8%
12:1 MAX.
12:1 MAX.
12:1 MAX.

71.43 FS 71.34 FS

68.84 FS

68.75 FS

57.16 56.55 TC

56.05 FL

56.21 FS

68.0 TG

62.0 INV21
22A
HP

56.0 FL
24 40
40 4"22A
35 36
36 35

DAYLIGHT

IN SLOPE

46.5 INV
36 GUARDRAIL

71.33 TW

65.67 TF
35 36

GUARDRAIL

69.33 TW

65.00 TF

67.33 TW

65.00 TF
4" 22A
36 35
10'

67.1 FG
3:1

65.95 FS

65.8 TG

63.0 INV
21 4" 22A

66.25 FS

66.21 FS

67.20 FS

66.8 TG

63.0 INV
21 67.18 TG

63.5 INV
42 66.5 TG

64.5 INV21

66.5 TG

64.5 INV21
4"22A
12 12
12 67.15 TG

64.6 INV42

67.4 TG

64.7 INV21

67.94 FS

67.9 TG

66.0 INV
21 67.2 TG

65.0 INV21

67.65 FS

67.30 FS1.5%

0.7%

0.5%

67.30 FS

0.5%

0.7%

67.47 FS

4.8%

68.54 FS

70.08 FS

69.98 FS 69.93
FS

68.10 FS

68.20 FS

70.03 FS

70.08 FS

70.18 FS
4"22A

4.8%

68.4 TG

66.1 INV21
HP

70.8 FS 69.8 FSHP

70.1 FG
4" 22A
4" 22A

67.63 FS

1.6%

56.92 TW

50.89 BTM.

56.28 TW

50.89 BTM.

4.8%
11 TYP.
11 TYP.
11 TYP.
11 TYP.
11 TYP.

C.O.

59.2 INV37

67.2 FG

66.9 FG

66.0 FG
2:1
MAX.

R/W
R/W
R/W

SEAT WALL PER

LANDSCAPE PLANS
-TYP.

MOW CURB PER

LANDSCAPE PLANS
-TYP.

65.5 FL
44 TYP.
44 TYP.

TYP.
44 C.O.-G.B.

55.35 INV37
9 3.9%

67.50 FS

1.5%

67.33 FS

67.23 FS

67.45 FS

1.5%

0.5%

1.5% 67.25 FS

67.23 FS

67.53 FS

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

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.02
MATCH LINE - SEE SHEET C-1.01

MATCH LINE - SEE
SHEET C-1.03
FARADAY AVE.

MATCH LINE - SEE SHEET C-1.04
MATCH LINE - SEE SHEET C-1.06
2%
EXIST. SLOPE
- VARIES 3.5:1 TO 5:1
EXIST. CONCRETE

CULVERT WITH WING
WALLS
PUNCHED HOLES IN EXIST.

CONC. BASE TO PROHIBIT

WATER FROM POOLING
EXIST.

SLOPE

SECTION K-K

NOT TO SCALE
PROP. 2:1 MAX. SLOPE

START NEW SLOPE
AT BASE OF EXIST.

CULVERT

HEADWALL
(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 IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
** NOTE TO CONTRACTOR:

VERIFY STRUCT. SLAB SECTION [ASSUMED 5" PCC /
VAPOR BARRIER / COMPACTED FILL] W/STRUCTURAL

DRAWINGS AND SOILS ENGINEER'S REPORT PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN

SAN DIEGO COUNTY

WATER AUTHORITY -

CARLSBAD DESALINATION

CONVEYANCE PIPELINE

MACARIO TUNNEL PIT
L
L

SECTION L-L

NOT TO SCALE
PROP.

PAVEMENT
30'8'
PROP. CURB
& GUTTER
PROP.

SIDEWALK
PROP.

CURB
PROP. 2:1
MAX. SLOPE
Q
Q
R
R
PROP.

PAVEMENT
24' 6.5'
PROP. CURB
& GUTTER
PROP.

SIDEWALK
PROP.

CURB
PROP. 3:1
MAX. 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. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE
18'
2 7
16 5
2 7
16 61
3 7
2 1.6%

1.5%

1.8%
7'

1.25'

1.8%

1.8%
VARIES
JN
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386
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*(87.97) FS
B.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

67.15 FS
HMP

BOUNDARY

66.5 TG

64.6 INV

66.5 TG

63.9 INV 8"

66.5 TG

63.2 INV

66.5 TG

62.2 INV 12"

14.0'

10.0'

10.5'

10.0'

88.10 TG

85.0 INV

85.0 TG

82.0 INV

79.4 TG

76.5 INV

77.0 FS

72.33 TW

70.5 TG

64.5 INV
4"

82.83 TW

81.34 BTM.10.5'
HP

67.1 FG
HP

66.95 FG
HP

67.1 FG

76.0 TG

72.5 INV
0" CF

66.52 FS

88.5 TG

86.0 INV

77.5 TG

74.5 INV

88.81 FS

88.70 FS

66.54 FS
HP

84.75 FS
HP

91.80 FS

80.25 FS

80.00 FS

79.00 FS

79.00 FS
HP

84.25 FL

STORM DRAIN LINE 'A'
SEE SHEET C-2.02 FOR

SD PLAN/PROFILE

67.48 FS

67.68 FS

2.2%

4.8%

3.5%

3.1%

3.3%
3 20
20 20
20 3
12 12
3 32
2 32
32 28
28 28
32 2
3 3
3 3
32 32
15%
1228
12 2
32 3
3 3
21 28
28 1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
32 32
32 32
1%

1.8%

1.8%
5%

1.4%
2:1
2:1
PROP. BLDG.

PROP. BLDG.

67.50 FF
**67.08 PAD
4"22A12"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±) FS
B.O.W.
*(88.7±) FS
B.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

66.85 FS

1.8%4.8%

1.8%

67.48 FS

67.28 FS

67.45 FS3.1%
4" 22A

75.0 TG

73.0 INV21

66.59 FS

66.70 FS

66.61 FS

66.71 FS

67.36 FS
4" 22A

66.4 TG21
TW = FS+18"
TYP.

TW = FS+18"
TYP.
1%

74.67 TW

72.33 TF1.8%

1.8%

1.8%
12:1 MAX.
12:1 MAX.
12:1 MAX.

74.03 FS

73.93 FS

71.43 FS 71.34 FS

68.84 FS

68.75 FS

GUARDRAIL

71.33 TW

65.67 TF
35 SIDEWALK10

73.8 FG

67.1 FG
3:1
HP

89.20 FS
LP

88.50 FS

87.5 FL
HMP

BOUNDARY
20' OFFSET FROM

HMP BOUNDARY

LIMITS OF GRADING

AND ORANGE FENCE
22'± OFFSET FROM

HMP BOUNDARY
HMP

BOUNDARY
20' OFFSET FROM

HMP BOUNDARY

LIMITS OF GRADING

AND ORANGE FENCE
22'± OFFSET FROM

HMP BOUNDARY
HMP

BOUNDARY
20' OFFSET FROM

HMP BOUNDARY

LIMITS OF GRADING

AND ORANGE FENCE
22'± OFFSET FROM

HMP BOUNDARY

96.4 FL

90.50 TW

89.52 BTM.

1.4%
4"22A
32 1.9%

87.0 FL

84.45 INV31

87.9 TG

86.0 INV28
HP

88.6 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 TG

87.0 INV28

67.20 FS

66.8 TG

63.0 INV21

67.18 TG

63.5 INV42

66.5 TG

64.5 INV21

66.5 TG

64.5 INV21
4"22A
12 67.65 FS

67.30 FS1.5%

0.7%

0.5%

67.30 FS

0.5%

0.7%
4" 22A
36 HP

GUARDRAIL

96.84 TW

85.73 BTM.
11 TYP.
11 TYP.
102.1 FG

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

R/W

SEAT WALL PER

LANDSCAPE PLANS
-TYP.

MOW CURB PER

LANDSCAPE 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 FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT 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

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.03
MATCH LINE - SEE SHEET C-1.05
MATCH LINE - SEE SHEET C-1.01

MATCH LINE -
SEE SHEET C-1.04

WHITMAN WAY
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
SEE DETAIL 'A' SHEET C-1.03 FOR

TYPICAL BROW DITCH TO CATCH

BASIN TYPE 'F' TRANSITION

TRANSITION FROM BROW DITCH TO CATCH BASINA
SCALE:

N.T.S.

2.67'

0.54'

0.75'

1.0'
OR

0.5'3" 2500 psi AIR PLACED
CONCRETE WITH 6 x
6-W1.4 x W1.4 WWF

BROW DITCH PER SDRSD
D-75, MOD. PER PLAN
PROFILE 2 PROFILE 1

CATCH BASIN TYPE
'F' PER SDRSD D-07

ELEVATION

PLANMATCH FL

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

MATCH FL

PER 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 SDRSD
D-75, MOD. PER PLAN BROW DITCH PER SDRSD
D-75, MOD. PER PLAN
JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
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APPROVED: JASON S. GELDERT
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10'

61.19 FS
4" CF

67.00 TC

66.67 FS

80.10 FS

78.85 FS
132.50 FS

68.73 FS

88.4 FS

91.75 FS

95.8 FS

66.30 FS

66.01 CONC.

77.75 FS

83.25 FS

70.89 FS

74.23 FS

66.19 FS

66.25 FS

76.08 FS

66.50 FS

66.21 CONC.

74.55 FS 66.55 FS

66.26 CONC.

83.75 FS

85.0 FS
133.40 FS

75.00 FS

77.10 FS

77.65 FS

67.15 FS
H.P.

GUARDRAIL

78.10 TW

68.89 BTM.

GUARDRAIL
100.32 TW

91.11 BTM.

69.81 FS

GUARDRAIL
134.20 TW
123.08 BTM.

GUARDRAIL

90.55 TW

83.88 BTM.

GUARDRAIL

95.87 TW

85.39 BTM.

66.5 TG

62.2 INV 12"

68.25 TG

64.0 INV
8"

62.75 TG

62.0 SURFACE

59.75 SUBDRAIN IN

59.50 BOT.

57.0 INV 8" OUT
8"@22%
12"

77.0 FS

GUARDRAIL

72.67 TW

65.00 TF

72.33 TW

70.5 TG

64.5 INV
4"82.4 TG

79.0 INV
12"

88.8 TG

85.0 INV

74.25 TG

68.0 INV 12"

82.83 TW

81.34 BTM.

89.28 TW

87.70 BTM.
134.20 TW
132.60 BTM.

6.0'

10.0'

54.83 INV

10.0'

93.33 TW

92.37 BTM.
106.7 TG
103.5 INV
107.44 TW
106.47 BTM.
12"
4"

76.0 TG

72.5 INV
4" CF

66.68 TC

66.35 FS
0" CF

66.52 FS 66.20 FS
0" CF

65.87 FS 65.78 FS
4" CF

65.95 TC

65.62 FS

65.74 TC

65.24 FL

65.25 TC

64.75 FS

64.06 TC

63.56 FS

63.60 TC

63.10 FL

62.18 TC

61.68 FS

61.80 TC

61.30 FL
12" CF

63.50 TC

62.50 FS

65.10 TC

64.60 FS

65.65 TC

65.15 FL

64.50 TC

64.00 FL

66.08 TC

65.58 FS

64.90 TC

64.40 FS

77.5 TG

74.5 INV

BASIN 'D'

BASIN 'E'

54.5 SURFACE

57.19 TW

55.58 BTM.

57.19 TW

51.79 BTM.

64.0 FG

63.1 SURFACE

60.60 BOT.

65.1 FG

62.5 TG

58.7 INV 8"
8"

69.84 TW

68.26 BTM.

72.0 TG

68.5 INV
4"

91.25 TG

88.0 INV
C.O.

76.0 INV
12"
WEIR

64.1 FS

62.0 SURFACE

59.50 BOT.
0" CF

66.54 FS

65.19 TC

64.69 FL
12" CF

64.6 TC

63.6 FS

73.85 FS

75.00 FS

76.0 FS 66.20 FS

65.91 CONC.

62.94 FS

80.25 FS

80.00 FS

79.00 FS

90.85 FS

90.75 FS

54.83 INV

GUARDRAIL

58.46 TW

51.79 BTM.

STORM DRAIN LINE 'A'
SEE SHEET C-2.01

FOR SD PLAN/PROFILE
SEE SHEET C-2.01
FOR SD

PLAN/PROFILE
132.80 FS
132.38 TG
127.0 INV 12"
133.50 FS
133.21 CONC.
132.90 FS
133.50 FS
133.08 TG
128.0 INV
133.00 FS
132.71
CONC.

67.48 FS

4.8%

3.3%

4.8%

1.5%

3.5%

2.9%

3.3%

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
6 9
13 13
2 22B
22C
2 3
28 12
12 2
2 22A
2 32
32 3
3 28
28 28
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% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
28 22B
28 22A
28 32
32 32
32 2778.0 FS

76.0 FS

4.8%

1.5%

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% TYP.

1.8%

69.63 FS

67.85 FL
2 65.80 TC

65.30 FS

65.45 FS

64.45 TC

63.95 FS

63.04 TC

62.54 FS

62.79 TC

62.29 FS

1.8%

4.1%

63.18 FS

63.10 FS
2:1

77.58 TG

74.0 INV26

75.58 TG

73.0 INV26

74.68 TG

71.9 INV
26 65.68 TG

61.1 INV26

66.35 FS

65.06 CONC.

65.88 TG

61.0 INV26

66.30 FS

66.01 CONC. 65.82 TG

63.0 INV
26 65.88 TG

63.1 INV
26 65.88 TG

63.5 INV
26 66.88 TG

62.0 INV26

66.88 TG

62.0 INV26

65.88 TG

63.5 INV26

65.88 TG

63.1 INV26

65.88 TG

62.5 INV26

65.88 TG

62.1 INV26

65.88 TG

61.4 INV26

65.88 TG

62.9 INV
26 65.88 TG

63.5 INV
26 65.88 TG

63.5 INV26

65.88 TG

62.9 INV
26 65.88 TG

57.9 INV
12"
26 65.88 TG

62.7 INV26

65.88 TG

58.6 INV
12"
26 66.10 FS

65.68 CONC.

66.20 FS

65.91 CONC.

4.8%
1%

65.9 TG

63.8 INV21

65.9 TG

63.5 INV21

65.9 TG

63.8 INV21

65.9 TG

63.5 INV21

64.5 TG

57.7 INV
12"
21 62.8 TG

59.3 INV21

65.0 TG

60.1 INV21

65.88 TG

61.0 INV 12"26

66.30 FS

66.01 CONC.

66.38 FS

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC. 66.30 FS

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

67.30 FS

68.30 FS

69.30 FS

70.30 FS

67.30 FS

68.30 FS

70.30 FS

70.01 CONC.

70.30 FS

70.01 CONC.

69.30 FS

69.01 CONC.

69.30 FS

69.01 CONC.

69.30 FS

69.01 CONC.

65.88 TG

61.5 INV26
12"22C
4" 22A
132.66 FS
132.51 FS
132.4 TG
130.0 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

77.71 CONC.

77.58 TG

75.0 INV26
12"22C

77.71 CONC.22A22A

75.71 CONC.
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%

75.71 CONC.
133.0 TG
130.0 INV
21 39
39 39

1.6%
133.41 FS
133.53 FS
4" 22A
132.0 FL

89.4 FL
8"22B
C.O.

52.25 INV37
12"22C
22A
8"22B
12"22C
37 8"22B
4" 22A
1%
4" 22A
12"22C
8"22B

62.30 FS

61.26 TC

60.76 FL

61.45 TC

60.95 FL

4.8%
0" CF

60.69 FL
8 13

62.00 TC

61.50 FS

3.6%

63.70 TC

63.20 FL

64.04 TC

63.54 FS

63.71 TC

63.21 FS
8"22B
12" 22C
12" 22C

62.30 TC

61.63 FL

62.15 TC

61.48 FL

60.85 INV

59.75 INV
C.O.

57.00 INV37
13 6

64.86 TC

64.36 FS
17 1.9%

66.05 TC

65.55 FS65.94 TC

65.44 FS

65.54 TC

65.04 FL
13 7

66.52 TC

66.02 FS

66.45 TC

65.95 FS

66.11 TC

65.61 FL
13 13
4" CF

66.85 TC

66.52 FS
4" CF

66.75 TC

66.42 FS

66.31 FS
14 1.8%

1.8%

1.8%
14 66.10 FS

65.81 CONC.

0.9%

65.98 TC

65.48 FS65.80 TC

65.30 FS

66.20 FS

0.5%

1.2%

67.40 FS

66.94 FS

67.35 FS

66.85 FS

1.8%4.8%

1.8%

67.48 FS

67.28 FS

67.45 FS3.1%

INV OUT
TYPE A
F.H.

SEE SHEET
C-5.01
TRANS. PER
ELEC. PLANS
4" 22A

75.0 TG

73.0 INV21

70.00 TW

67.00 TF

76.8 TG

74.5 INV21
4" 22A
1%

74.5 TG

73.0 INV21
1%

65.76 FS

65.92 FS

66.03 FS

66.11 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" CF

61.48 FS

61.98 TC

61.48 FS

61.50 FS

66.00 FS
4" 22A

66.4 TG

63.0 INV21
133.4 TG
131.0 INV
21 133.58 FS
133.80 FS
HP
133.8 FG C.O.

58.61 INV
C.O.

66.67 INV
1%

75.8 TG

73.0 INV
21 74.67 TW

72.33 TF1.8%

1.8%

1.8%
12:1 MAX.
12:1 MAX.
12:1 MAX.

74.03 FS

73.93 FS

71.43 FS 71.34 FS

68.84 FS

68.75 FS
105.0 TG
102.0 INV28
105.59 FS
105.49 FS
105.59 FS
105.69 FS

68.0 TG

62.0 INV21
22A
H.P.

GUARDRAIL

90.55 TW

85.15 BTM.

57.0FL
HP

58.4 FL

56.5 TG

54.7 INV20

56.5 TG

55.0 INV
20 4"22
40 107.0 TG
103.6 INV28

GUARDRAIL

71.33 TW

65.67 TF
35 36

GUARDRAIL

69.33 TW

65.00 TF

67.33 TW

65.00 TF
4" 22A
36 36

51.79 BTM.
35 73.02 TW

71.43 BTM.
35 36

DAYLIGHT

IN SLOPE

88.0 INV
4" 22A
35 36
36 DAYLIGHT

IN SLOPE
122.0 INV
4" 22A
35 36
36 35
35 10'

73.8 FG

67.1 FG
3:1

94.30 TW

93.35 BTM.

GUARDRAIL

87.37 TW

81.98 BTM.

96.4 FL

90.50 TW

89.52 BTM.

1.4%
4"

93.8 TG

90.5 INV28
22A4"
35 35
32 12"
32 12"

90.0 TG

87.0 INV

65.95 FS

65.8 TG

63.0 INV21
4" 22A

66.25 FS

66.21 FS

67.20 FS

66.8 TG

63.0 INV
21 36
HP

GUARDRAIL

96.84 TW

85.73 BTM.

GUARDRAIL

90.55 TW

82.61 BTM.

89.5 FL

89.9 FL

90.1 FL

GUARDRAIL

90.35 TW

85.79 BTM.

GUARDRAIL

75.56 TW

69.53 BTM.

77.5 FL

57.82 TW

51.79 BTM.
11 TYP.
11 TYP.
11 TYP.

C.O.

59.2 INV37

95.1 FG
2:1 MAX.
2:1 MAX.
2:1
MAX.
2:1
MAX.
3'
43 43
-TYP.

PRECAST CONCRETE

STEPS PER LANDSCAPE
PLANS
-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 INV37
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

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.04
MATCH LINE - SEE SHEET C-1.06
MATCH LINE - SEE SHEET C-1.06
MATCH LINE - SEE SHEET C-1.05
MATCH LINE - SEE SHEET C-1.03
MATCH LINE - SEE SHEET C-1.02
MATCH LINE - SEE SHEET C-1.07
MATCH LINE - SEE SHEET C-1.05
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
M

M SECTION M-M

NOT TO SCALE
PROP. 2:1
MAX. SLOPE
PROP. BROW
DITCH
PROP. RETAINING

WALL AND WALK
- SEE DETAIL 1,
SHEET 61
PROP.

SUBDRAIN
PROP. STORM DRAIN WITH
CONC. ENCASEMENT
PROP. CONC.

WALK
43 35
32 2 6.33'

72.33 TW

72.33 TW
1'

69.3 FG
3'

71.34 FS

5.75'
MAX.

7.67'
MAX.

NOTE TO CONTRACTOR:

GRADING OF SLOPE UNDER PLAY SLIDE MAY HAVE TO BE
ADJUSTED TO FIT PLAY EQUIPMENT. REVIEW SLOPE WITH
SLIDE MANUFACTURER PRIOR TO CONSTRUCTION.

JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
23 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)
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BUILDING OFFICIAL DATEV
65 SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

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

CHKD BY:

RVWD BY:

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80.35 FS

80.10 FS

78.85 FS
134.20
FS

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

75.00 FS

77.10 FS

77.65 FS

GUARDRAIL
134.20 TW
123.08 BTM.

GUARDRAIL

90.55 TW

83.88 BTM.

GUARDRAIL

95.87 TW

85.39 BTM.

79.4 TG

76.5 INV
8"@22%

82.4 TG

79.0 INV
12"

88.8 TG

85.0 INV

74.25 TG

68.0 INV 12"

82.83 TW

81.34 BTM.

89.28 TW

87.70 BTM.
134.20 TW
132.60 BTM.
134.20 TW
132.60 BTM.

6.0'

10.0'
125.2 TG
122.0 INV 12"

10.5'

10.0'

93.33 TW

92.37 BTM.133.7 TG
128.6 INV

77.5 TG

74.5 INV

72.0 TG

68.5 INV

91.25 TG

88.0 INV
C.O.

76.0 INV
12"

SEAT WALL PER

LANDSCAPE
ARCH. PLANS
135.80 TG
134.0 INV
136.0 TG
133.0 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-2.01
FOR SD

PLAN/PROFILE
134.70 FS
134.70 FS
133.50 FS
133.21 CONC.
133.50 FS
133.08 TG

4.8%

1.5%

3.5%

4.8%

0.8%

4.1%
15%
28 32
2 3
3 32
32 15%
4 22B
2 3
12 12
2 2
32 32
3 3
28 28 28
1212
3 3
28 3
3 32
28 3
28 32
12"
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
28 28
32 32
32 28
28 76.0 FS

4.8%

1.5%

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 TG

73.0 INV26

74.68 TG

71.9 INV
134.75 FS
134.46 CONC.
134.75 FS
134.46 CONC.
133.8 TG
129.0 INV
21 133.9 TG
128.5 INV
21 132.4 TG21
4"22A
133.5 TG
130.0 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

75.71 CONC.
133.8 TG
129.5 INV211.6%
133.82
FS
1%

1.2%
133.75 FS
4" 22A
8"@
1%22B
133.0 TG
130.0 INV21
4"22A 133.41 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 TG
128.7 INV21
133.5 TG
131.5 INV21
4" 22A
133.7 FG
1%

4.2%
135.46 FS
4"22A
4"22A
138.05 TW
136.55 FS
136.13 FS
1%
4" 22A
12"22C
8"22B

75.0 TG

73.0 INV21
1%

74.5 TG

73.0 INV21
1%
1%
133.4 TG
131.0 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
HP
133.8 FG
136.08 FS
137.85 TW
136.35 FS
136.33 FS
136.30 FS
136.38 FS
136.46 FS
136.35 FS
HP
136.2 FL
C.O.

66.67 INV

75.8 TG

73.0 INV

74.03 FS

73.93 FS
H.P.

GUARDRAIL

90.55 TW

85.15 BTM.

73.02 TW

71.43 BTM.
4" 22A
35 DAYLIGHT

IN SLOPE
122.0 INV
4" 22A
35 36
36 35
35 15%
HMP

BOUNDARY
20' OFFSET FROM

HMP BOUNDARY

LIMITS OF GRADING

AND ORANGE FENCE
22'± OFFSET FROM

HMP BOUNDARY

94.30 TW

93.35 BTM.

GUARDRAIL

87.37 TW

81.98 BTM.

HMP

BOUNDARY
20' OFFSET FROM

HMP BOUNDARY

LIMITS OF GRADING

AND ORANGE FENCE
22'± OFFSET FROM

HMP BOUNDARY

96.4 FL

90.50 TW

89.52 BTM.

1.4%
32 12"
102.9 FL
4"
118.5 TG
116.0 INV28
107.0 FL
32 12"
116.75 FL
22A4"
134.5 TG
131.0 INV
28 32
12"
32 12"

93.8 TG

90.5 INV2836
22A4"
35 35
32 12"
32 12"

90.0 TG

87.0 INV28
32 36
HP

GUARDRAIL

96.84 TW

85.73 BTM.

GUARDRAIL

90.55 TW

82.61 BTM.

89.5 FL

89.9 FL

90.1 FL

GUARDRAIL

90.35 TW

85.79 BTM.
133.80 FL
105.5 FG

95.1 FG
2:1MAX.
2:1MAX.
2:1 MAX.
2:1 MAX.
2:1 MAX.
2:1MAX.
2:1
MAX.
2:1
MAX.
2:1
MAX.
2:1
MAX.
43 43

PRECAST CONCRETE

STEPS PER LANDSCAPE
PLANS
-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 FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT 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

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.05
MATCH LINE - SEE SHEET C-1.03
MATCH LINE - SEE SHEET C-1.08
MATCH LINE - SEE SHEET C-1.03
MATCH LINE - SEE SHEET C-1.04
MATCH LINE - SEE SET C-1.06
MATCH LINE - SEE SHEET C-1.07
MATCH LINE - SEE SHEET C-1.07
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
24 Jesse Sanchez 10/9/25
[W\N
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JESSE SANCHEZ
1 Ity

BUILDING 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
113.50
FS
101.57 FS
102.98 FS

83.0 FS

LIMITS OF

GRADING
H.P.

GUARDRAIL
114.41 TW
107.75 BTM.

H.P.

GUARDRAIL

78.10 TW

68.89 BTM.

GUARDRAIL
100.32 TW

91.11 BTM.

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

81.0 FS

GUARDRAIL

95.87 TW

85.39 BTM.

58.0± TMH
EXIST 30" RCP SD
*(45.5±) INV

46.5 INV 18"

47.0 INV 12"

47.33 INV 8"/4"

68.25 TG

64.0 INV
8"

8.0'
12"

89.28 TW

87.70 BTM.

56.5 TG

52.25 INV IN

52.2 INV OUT

54.83 INV

8.0'

59.5 TG

56.0 INV

75.5 TG

73.5 INV

72.83 INV

14.0'

10.0'

93.33 TW

92.37 BTM.

10.0'
101.25 TG

98.0 INV 12"
106.7 TG
103.5 INV
100.96 TW

99.36 BTM.
107.44 TW
106.47 BTM.
111.88 TW
109.65 BTM.
12"
119.2 TG
116.0 INV 12"

62.18 TC

61.68 FS

BASIN 'E'

54.5 SURFACE

52.25 SUBDRAIN OUT

52.00 BOT.

BASIN 'F'

72.5 SURFACE

70.25 SUBDRAIN OUT

70.00 BOT.

BASIN 'G'

83.0 SURFACE

80.75 SUBDRAIN OUT

80.50 BOT.

84.0 TG

80.75 INV IN

80.7 INV OUT

GUARDRAIL

86.53 TW

79.86 BTM.

74.00 TG

70.25 INV IN

70.2 INV OUT

74.8 FG

57.4 FG

57.19 TW

55.58 BTM.

57.19 TW

51.79 BTM.

C.O.

55.3 INV
12"

62.5 TG

58.7 INV 8"
8"

69.84 TW

68.26 BTM.

72.0 TG

68.5 INV
4"
C.O.

62.0 INV
12"

91.25 TG

88.0 INV

57.82 TW

55.58 BTM.

SEAT WALL PER

LANDSCAPE
ARCH. 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

GUARDRAIL

58.46 TW

51.79 BTM.

74.8 FG

72.83 INV

87.0 SURFACE

84.75 SUBDRAIN OUT

84.50 BOT. 89.07 TW

84.32 BTM.

85.89 TW

84.29 BTM.

STORM DRAIN LINE 'A'
SEE SHEET C-2.01

FOR SD PLAN/PROFILE
132.90 FS

4.9%

3.3%

4.8%

2.9%

3.3%

4.8%

4.8%10%

6.7%

8.3%
28 2
4 6
2 7
1 6 9
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% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
28 22B
28 22A
28 32
32 12
12 1.8%

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 MAX.

63.5 TG

60.0 INV21
8"@

12.4%22B

5.6%

61.65 FS
(61.82±)
B.O.W.
1%

60.03 FS

1.8%
111.8 FS

85.0 FS
1% TYP.

1.8%

69.63 FS

67.85 FL
2 62.54 FS

62.79 TC

62.29 FS

1.8%

4.1%

63.18 FS

63.10 FS
2:1

65.88 TG

63.5 INV
26 66.88 TG

62.0 INV
26 66.88 TG

62.0 INV
26 65.88 TG

63.5 INV26

65.88 TG

63.1 INV26

65.88 TG

62.5 INV26

65.88 TG

62.1 INV26

65.88 TG

61.4 INV26

65.88 TG

62.9 INV
26 65.88 TG

63.5 INV
26 65.88 TG

63.5 INV26

65.88 TG

62.9 INV
26 65.88 TG

57.9 INV
12"
26 65.88 TG

62.7 INV
26 65.88 TG

58.6 INV
12"
26 4.8%
1%

65.9 TG

63.8 INV21

65.9 TG

63.5 INV
21 65.9 TG

63.8 INV21

65.9 TG

63.5 INV21

64.5 TG

57.7 INV
12"
21 62.8 TG

59.3 INV21

65.88 TG

61.0 INV 12"26

66.30 FS

66.01 CONC.

66.38 FS

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC.

66.30 FS

66.01 CONC. 66.30 FS

66.01 CONC.

67.30 FS

68.30 FS

69.30 FS

70.30 FS

67.30 FS

68.30 FS

70.30 FS

70.01 CONC.

70.30 FS

70.01 CONC.

69.01 CONC. 69.30 FS

69.01 CONC.

CONC.
132.66 FS
132.51 FS
132.4 TG
130.0 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 INV37
C.O.

70.25 INV37

74.8 FG
4" 22A
8"22B
12"22C
C.O.

52.25 INV37
C.O.

52.25 INV37
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 TG

99.9 INV21
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 FS1%
PROP. DRIVEWAYAND STREET CURB PERDWG. 550-8, CIP 6099
CB #4
L=11'

55.3 INV IN

55.0 INV OUT
30 15

57.09 TC

56.42 FL

57.62 TC

56.95 FL

1.8%
37 62.30 FS

61.45 TC

60.95 FL

60.93 TC

60.43 FL

4.8%
0" CF

60.69 FL
8 13
8" 22B
TYPE A
1%
1%
1%

60.68 FLFS/LIP

61.06 FS

61.28 FS
2:1 102.88 FS
102.88 FS
102.88 FS
106.00 FS

GUARDRAIL

88.44 TW

79.86 BTM.

57.16 FS
103.0 FG
107.60 TW
106.10 FS
HP
107.8 TW
106.30 FS
106.14 FS
106.06 FS
107.60 TW
106.10 FS
106.05 FS
106.00 FS
HP
106.2 FL
105.0 TG
102.0 INV28
4"22A
105.75 FS
105.9 FL

1.8%
105.59 FS
105.49 FS
105.59 FS
105.69 FS

56.55 TC

56.05 FL

56.21 FS
1%
103.5 FG
HP

57.0FL
HP

58.4 FL
4"

56.5 TG

54.7 INV
22A
20 56.5 TG

55.0 INV20
4"22
40 40
40 107.0 TG
103.6 INV28
4"22A
4"22A
36 35

57.19 TW

51.79 BTM.
35 73.02 TW

71.43 BTM.
35 36

DAYLIGHT

IN SLOPE

88.0 INV
4" 22A
35 36
35 4"22A
C.O.-G.B.
101.0 INV
12"
37 111.0 TG
107.0 INV28
36 35
35 4" 22A

85.26 TW

83.75 BTM.
35 35
36 36

GUARDRAIL

85.89 TW

79.86 BTM.

SIDEWALK10

GUARDRAIL

75.56 TW

69.53 BTM.

77.5 FL

57.82 TW

51.79 BTM.
114.0 FL

90.35 TW

84.32 BTM.

57.4 FG
132.1
FG
2:1
MAX.
2:1
MAX.
2:1 MAX.
2:1
MAX.
2:1MAX.
2:1MAX.
3'
43 78.5 FL
R/W
R/W
R/W

PRECAST CONCRETE

STEPS PER LANDSCAPE
PLANS
-TYP.

94.5 FL

64.5 FL

74.5 FL

84.5 FL

94.5 FL
2:1
MAX.
44 TYP.
44 TYP.
2'
C.O.-G.B.

55.35 INV37
C.O.-G.B.

73.35 INV37

70.3 FL

65.6 FL

74.5 FL
101.65 FL
112.9 FL
SIGHT

DISTANCE

TRIANGLE
SIGHT

DISTANCE

TRIANGLE
110.35 FL
18 18
18 18
18 18
18 18
18 18
18 18
39 GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.06
MATCH LINE - SEE SHEET C-1.02
MATCH LINE - SEE SHEET C-1.04
MATCH LINE - SEE SHEET C-1.04
MATCH LINE - SEE SHEET C-1.09
MATCH LINE - SEE SHEET C-1.07
FARADAY AVE.

B
B

SECTION B-B

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

CONC.

WALKPROP.

BROW
DITCH
PROP. GUARDRAIL WHEN

TOP OF WALL TO BOTTOM
OF WALL IS OVER 2.5-FEET
- SEE LANDSCAPE PLANS
DETAIL 6, SHEET L-2.05
PROP. 2:1
MAX. SLOPE
PROP. GUARDRAIL

WHEN TOP OF WALL

TO BOTTOM OF WALL
IS OVER 2.5-FEET
1%
CC
DD

SECTION C-C

NOT TO SCALE
PROP. 2:1
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PROP. 2:1
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SECTION D-D
PROP. 2:1
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PROP. 2:1
MAX. SLOPE
PROP.

PAVER

SURFACE
PROP. CONC. SEAT WALL
- SEE LANDSCAPE PLANS
DETAIL 6, SHEET L-2.02
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

GRADE
BREAK
GRADED
SWALE

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

SEE LANDSCAPE
PLANS
10'
2'
1%
PROP. 5" D.G.
/3" A.B. WALK
PROP. BROW DITCH
PROP. MOW CURB -

SEE LANDSCAPE
PLANS
10'

TW PER PLAN
BTM. PER PLAN
PROP. BROW
DITCH

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 BLOCK

RETAINING WALL - J
-SEE SHEET 49
PROP. SUBDRAIN35
3 3
32 32
PROP. ALLAN BLOCK RETAINING WALL - I
-SEE SHEET 49
PROP. ALLAN BLOCK

RETAINING WALL - H
-SEE SHEET 49
PROP. GUARDRAIL WHEN TOP OF WALL TO
BOTTOM OF WALL IS OVER 2.5-FEET
- SEE LANDSCAPE PLANS DETAIL 6, SHEET L-2.05
32 32
3 2
PROP. SUBDRAIN35
PROP. SUBDRAIN35
3' 3'
3'
3' 3'
3'

92.3± FG
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132.50 FS
134.20
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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.

GUARDRAIL
114.41 TW
107.75 BTM.
134.20 TW
132.60 BTM.

6.0'
106.7 TG
103.5 INV
111.88 TW
109.65 BTM.
12"
4"
8"
8"
126.4 TG
123.0 INV
133.7 TG
128.6 INV
136.5 TG
133.0 INV
160.0 TG
157.0 INV
171.5 TG
168.0 INV

10.0'

10.0'
8"
180.3 TG
177.0 INV
202.0 TG
199.0 INV
205.5 TG
202.0 INV
152.3 TG
149.0 INV
135.80 TG
134.0 INV
148.8 FS
170.0 FS
192.0 FS
132.90 FS
132.48 TG
130.0 INV
C.O.
129.6 INV
132.80 FS
132.38 TG
127.0 INV 12"
137.00 FS
137.80 FS
138.05 FS
134.05 FS
133.76
CONC.
133.50 FS
133.21
CONC.
134.05 FS
133.76
CONC.
136.82 FS
136.80 FS
136.50 FS 134.05 FS
133.76
CONC.
134.70 FS
134.70 FS
133.50 FS
133.21 CONC.
132.90 FS
133.50 FS
133.08 TG
128.0 INV
133.00 FS
132.71
CONC.
133.40 FS
133.11
CONC.

4.8%

1.5%
4%

3.6%

4.8%

2.4%

4.3%

2.5%

4.8%

0.8%
4 4
1212
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% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
20 28
32 28

1.8%

1.8%
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26 26
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1%
1%
1%
1%
1%
1%
4 2:1 MAX.
2:1
2:1 MAX.
2:1 MAX.
2:1 MAX.
2:1 MAX.
12"22C
134.75 FS
134.46 CONC.
134.75 FS
134.46 CONC.
4" 22A
133.8 TG
129.0 INV21
133.9 TG
128.5 INV
21 8"@
1%22B
4" 22A
4" 22A
8"22B
4%
136.98 FS
136.69
CONC.
136.76 FS
136.47
CONC.
136.4 TG
134.0 INV21
133.8 TG
131.3 INV
21 132.66 FS
132.51 FS
132.4 TG
130.0 INV
21 4"22A
4"22A
133.5 TG
130.0 INV21
133.4 TG
131.0 INV
21 133.0 TG
130.15 INV
21 133.0 TG
131.0 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 FS 133.86 FS
133.58 FS
133.61 FS
133.39 FS
133.47 FS
133.30 FS
133.85 FS
133.56
CONC.
133.69 FS
133.40
CONC.
133.87 FS
133.15 FS
134.27 FS
133.98
CONC.
8"@
4%22B
133.8 TG
129.5 INV
211.6%
133.82
FS
1%

1.2%
133.75 FS

1.6%
1%
133.30 FS
133.01
CONC. 133.00 FS
132.71
CONC.

1.3%

1.9%
1%

4.8%
4" 22A
134.43 FS
134.14
CONC.

1.8%

1.1%
8"@
1%22B
133.0 TG
130.0 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 TG
128.7 INV
21 1%

4.2%
135.46 FS
4"22A
136.13 FS
1%
1%
137.80 FS
130.5 FG
133.4 TG
131.0 INV21
133.58 FS
133.53 FS
133.78 FS
133.75 FS
133.83 FS
136.08 FS
137.85 TW
136.35 FS
28 111.0 TG
107.0 INV
28 36
35 35
114.0 FL
134.05 FL
133.80 FL
132.1
FG
163.1
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185.1
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2.50'TYP.
2:1
MAX.
2:1
MAX.
2:1
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2:1MAX.
2:1
MAX.
2:1
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PRECAST CONCRETE

STEPS PER LANDSCAPE

PRECAST CONCRETE

STEPS PER LANDSCAPE
PLANS
-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

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.07
MATCH LINE - SEE SHEET C-1.06
MATCH LINE - SEE SHEET C-1.09
MATCH LINE - SEE SHEET C-1.10
MATCH LINE - SEE SHEET C-1.08
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 IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
26 Jesse Sanchez 10/9/25
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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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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
HMP

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10.5'
158.4 TG
155.0 INV

10.0'

10.0'
190.0 TG
187.0 INV
8"
171.5 TG
168.0 INV
207.5 TG
204.0 INV
205.5 TG
202.0 INV
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4.8%

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1.9%

3.1%

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3 28
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28 32
32 32
32 32
3 3
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1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.1% TYP.
20 1.8%

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164.9 FL
207.3 FL
8"22B
8"22B
8"22B
8"22B
8"22B
15%

4.2%
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BOUNDARY
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LIMITS OF GRADING

AND ORANGE FENCE
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HMP BOUNDARY
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158.5 FS
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BOUNDARY
20' OFFSET FROM

HMP BOUNDARY

LIMITS OF GRADING

AND ORANGE FENCE
22'± OFFSET FROM

HMP BOUNDARY
32 12"
158.4 FL
32 185.1
FG

2.50'TYP.
206.0 FG
206.5 FG
221.0 FG
217.5 FG
2:1
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2:1 MAX.
2:1
MAX.
2:1MAX.
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 FENCE

PER LANDSCAPE

ARCHITECT PLANS
214.9 FL
213.4 FL
212.4 FL
211.2 FL

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.08
MATCH LINE - SEE SHEET C-1.11
MATCH LINE - SEE SHEET C-1.10
MATCH LINE - SEE SHEET C-1.07
MATCH LINE - SEE SHEET C-1.05
MATCH LINE - SEE SHEET C-1.11
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
27 Jesse Sanchez 10/9/25
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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 OF

GRADING

GUARDRAIL
123.78 TW
116.48 BTM.
120.60 TW
118.37 BTM.

H.P.

GUARDRAIL
124.67 TW
116.10 BTM.
102.0 TG

98.0 INV 12"

14.0'
12"
119.2 TG
116.0 INV 12"
145.8 TG
143.0 INV

87.33 INV

10.0'

10.0'
111.8 TG
103.0 INV
8"
109.0 TG
104.5 INV
134.8 TG
131.0 INV
140.5 TG
137.0 INV
123.0 TG
112.0 INV
112.60 TW
110.38 BTM.
110.00 TW
108.47 BTM.
116.41 TW
109.12 BTM.
122.77 TW
121.82 BTM.
163.5 TG
158.0 INV
4"
4"
164.61 TW
162.38 BTM.
162.08 TW
159.83 BTM.

BASIN 'G'

83.0 SURFACE

80.75 SUBDRAIN OUT

80.50 BOT.

84.0 TG

80.75 INV IN

80.7 INV OUT

GUARDRAIL

90.98 TW

84.32 BTM.

GUARDRAIL

90.34 TW

84.32 BTM.

GUARDRAIL

86.53 TW

79.86 BTM.

C.O.
140.0 INV

GUARDRAIL
123.78 TW
117.11 BTM.
123.78 TW
122.81 BTM.
116.50 FS
121.50 TW
119.91 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 SURFACE

84.75 SUBDRAIN OUT

84.50 BOT.

WEIR

88.0 FS

GUARDRAIL

90.98 TW

84.32 BTM.

89.07 TW

84.32 BTM.

86.53 TW

84.92 BTM.

89.07 TW

84.32 BTM.

86.5 FG

85.89 TW

84.29 BTM.

85.89 TW

84.29 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% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.

1.8%

1.8%
1%
27 2:1 MAX.
2:1 MAX.
2:1 MAX.
2:1
1%
121.7 FL
123.61 FS
123.53 FS
123.50 FS 123.75 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"22C 12"22C
C.O.

84.75 INV37

80.75 FL

84.75 FL
115.9 FL
144.9 FL
8" 22B

GUARDRAIL

88.44 TW

79.86 BTM.

GUARDRAIL

87.80 TW

79.86 BTM.

4.6%
125.12 FS

1.5%

8.5%
C.O.-G.B.
110.0 INV37
4"22C
121.0 TG
112.0 INV28
H.P.
166.51 TW
159.21 BTM.
37 HP

90.3 FL
HP

90.3 FL

90.0 TG

88.0 INV20
4"22
40 4" 22A
4" 22A

85.26 TW

83.75 BTM.
35 35
35 36
36 GUARDRAIL

85.89 TW

79.86 BTM.
35 35
36 36
35 36

DAYLIGHT

IN SLOPE
116.0 INV4"22A

SIDEWALK
10'
146.40 FS
124.67 TW
116.10 BTM.
124.03 TW
114.82 BTM.
124.1 FL
115.78 TW
110.38 BTM.
120.87 TW
116.73 BTM.
118.96 TW
115.47 BTM.
111.33 TW
107.84 BTM.

90.35 TW

84.32 BTM.

GUARDRAIL

89.71 TW

84.32 BTM.
36 166.51 TW
158.57 BTM.
115.78 TW
108.48 BTM.117.05 TW
111.02 BTM.

78.5 FL
R/W
R/W
R/W
144.5 FL
141.3 FL
1% TYP.
1% TYP.
129.5 FL
126.0 FL

84.5 FL

94.5 FL
104.5 FL 44
TYP.

C.O.-G.B.

87.25 INV37
143.15 FL
124.5 FL
18 18
18 18
18 18

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.09
MATCH LINE - SEE SHEET C-1.10
FARADAY AVE.

MATCH LINE - SEE SHEET C-1.06MATCH LINE - SEE SHEET C-1.07 MATCH LINE - SEE SHEET C-1.13
E
E

SECTION E-E

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

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
PROP. 2:1
MAX. SLOPE
1%
PROP. 5" D.G.
/3" A.B. WALK
PROP. BROW DITCH
10'
PROP. GUARDRAIL WHEN TOP

OF WALL TO BOTTOM OF WALL
IS OVER 2.5-FEET
- SEE LANDSCAPE PLANS DETAIL
6, SHEET L-2.05

TW PER PLAN
PROP. BROW DITCH
BTM. PER PLAN
PROP. GUARDRAIL WHEN TOP

OF WALL TO BOTTOM OF WALL
IS OVER 2.5-FEET
- SEE LANDSCAPE PLANS DETAIL
6, SHEET L-2.05

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

2.5'

2.5'
3 32
32 32
3 PROP. ALLAN BLOCK
RETAINING WALL - L1
-SEE SHEET 50 AND 51
PROP. SUBDRAIN35
PROP. SUBDRAIN35
PROP. ALLAN BLOCK
RETAINING WALL - L2
-SEE SHEET 51
PROP. BROW DITCH32
1%
1:1 INFLUENCE LINE
115.9± FL
116.2± FG

14.5'± MAX.

JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
28 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 r° U
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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 FS196.1 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

GUARDRAIL
189.14 TW
182.48 BTM.

H.P.

GUARDRAIL
168.89 TW
164.76 BTM.

HMP

BOUNDARY
8"
136.5 TG
133.0 INV
160.0 TG
157.0 INV

10.0'

10.0'
140.5 TG
137.0 INV
160.75 TG
157.0 INV
165.5 TG
162.0 INV
165.5 TG
161.0 INV
163.5 TG
158.0 INV
4"
4"
4"
8"
195.6 TG
192.0 INV
180.3 TG
177.0 INV
202.0 TG
199.0 INV
207.5 TG
204.0 INV

10.0'

10.0'
166.35 TW
165.39 BTM. 164.61 TW
162.38 BTM.
166.35 TW
164.76 BTM.
162.08 TW
159.83 BTM.

10.0'

8.0'190.41 TW
188.19 BTM.
181.52 TW
179.30 BTM.
152.3 TG
149.0 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%

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28 28
32 32
32 32
3 3
3 3
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28 28
28 22A
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22B
28 28
28 28
32 3
3 3
3 3
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
1% TYP.
28 32
12"

1.8%

1.8%
1%
2:1
2:1 MAX.
2:1 MAX.
136.4 TG
134.0 INV21
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
GRADED
SWALE
-TYP.
194.4 FL
190.1 TG
188.0 INV21
4" 22A
185.7 FL
H.P.
166.51 TW
159.21 BTM.
37 32
12"
35 36
36 35
168.2 FL
166.51 TW
158.57 BTM.
163.1
FG

2.50'TYP.
221.0 FG
C.O.-G.B.
185.0 INV372:1MAX.
2:1
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2:1
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2:1
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2:1
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LIMITS OF

GRADING AND

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PRECAST CONCRETE

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PLANS
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144.5 FL
184.5 FL
199.6 FL
141.3 FL
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
186.1 FL
18 18

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.10
MATCH LINE - SEE SHEET C-1.13
MATCH LINE - SEE SHEET C-1.12
MATCH LINE - SEE SHEET C-1.11
MATCH LINE - SEE SHEET C-1.08
MATCH LINE - SEE SHEET C-1.07
MATCH LINE - SEE SHEET C-1.09
F
F

SECTION F-F

NOT TO SCALE
2%
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

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MAX. SLOPE
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TW PER
PLAN
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6, SHEET L-2.05
PROP. ALLAN BLOCK
RETAINING WALL - M1
-SEE SHEET 52
164.0± FG
166.3± FG
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211.8 FS
213.0 FS
214.0 FS
215.5 FS218.0 FS
218.9 FS
217.40 FS

10.0'

10.0'
190.0 TG
187.0 INV
207.5 TG
204.0 INV
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10.5'

4.8%

1.9%

2.3%

15.5%

2.2%

3.1%

8.5%

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1% TYP.
1% TYP.
1% TYP.
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217.4 FL
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1%
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216.89 FS
217.00 FS
217.50 FS
218.20 FS
218.30 FS
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8"22B

HMP BOUNDARY
- RECORDED

COVENANT
INST. 2019-0151961

HMP BOUNDARY
- RECORDED COVENANT
INST. 2019-0151961
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HMP BOUNDARY

HMP BOUNDARY
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LIMITS OF GRADING

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LIMITS OF GRADING

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4"22A
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217.0 TG
214.0 INV28
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2:1MAX.
2:1MAX.
2:1
MAX.
2:1
MAX.
2:1
MAX.
2:1 MAX.
2:1
MAX.
184.5 FL
194.5 FL
204.5 FL
214.5 FL
209.5 FL
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT 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%

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.11
MATCH LINE - SEE SHEET C-1.08
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ALL GRADING AND EARTHWORK IS TO BE DONE IN

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AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
* NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

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IMMEDIATELY OF ANY DISCREPANCY.

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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
30 Jesse Sanchez 10/9/25
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14.7%
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GENERAL CONSTRUCTION NOTES
4 3
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20 21
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ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
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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
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172.2 FS
176.5 FS
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126.61 FS
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108.71 BTM.

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116.48 BTM.

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148.49 BTM.

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103.54 BTM.

LIMITS OF GRADING

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LIMITS OF GRADING

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113.0 FL
105.3 INV
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123.0 TG
112.0 INV
122.77 TW
121.82 BTM.
160.75 TG
157.0 INV
4"
166.35 TW
164.76 BTM.
162.08 TW
159.83 BTM.

14.0'

8.0'

8.0'
117.83 TW
116.88 BTM.
116.78 TW
115.18 BTM.
113.47 TW
111.25 BTM.
153.88 TW
152.29 BTM.
119.5 TG
117.0 INV
115.5 TG
113.0 INV
110.6 TG
107.0 INV
110.93 TW
109.98 BTM.
112.5 TG
108.0 INV
8"
4"
181.52 TW
179.30 BTM.
18"@
26%
121.22 TW
119.63 BTM.

C.O.
140.0 INV
110.21 TW

GUARDRAIL
123.78 TW
117.11 BTM.
123.78 TW
122.81 BTM.
143.0 TG
138.0 INV
144.06 TW
142.47 BTM.
145.33 TW
144.37 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.
(101.53)
B.O.W.

3.1%

4.8%

2.4%
10%
10%

7.3%

2.6%

2.3%

7.2%
10%
2%
10%
10%
10%
10%
10%
10%
10%

5.3%
28 28
22A
28 28
28 28
32 32
22B
22A

4.8%
31 3
3 3
3 3
22D
12 3
32 12"
32 12"
1% TYP.
1% TYP.
1% TYP.

1.8%31
2:1 MAX.
2:1
107.92
FS
8" 22B
8"
134.24 TW
128.84 BTM.
8"22B
110.1± INV 8" SD
106.2± TOP 18" SD
8"22B
1%
121.7 FL
123.61 FS
123.53 FS
123.36 FS
123.50 FS 123.75 FS
122.85 FL
8"22B
139.5 FL
GRADED
SWALE
-TYP.

GRADED
SWALE
-TYP.

SEE SHEET
C-0.08
GRADED
SWALE
-TYP.
4" 22A
4" 22A
8" 22B
8" 22B
8"22B
8" 22B
8" 22B
8" 22B
8" 22B
8" 22B
185.2 TG
183.0 INV21
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 TG
174.0 INV
8"
21 169.7 TG
167.0 INV
21 165.5 TG
163.0 INV
21 159.7 TG
157.0 INV21
150.8 TG
148.0 INV21
137.7 TG
135.0 INV
21 132.3 TG
130.0 INV
21 121.2 TG
119.0 INV
2121
2938
125.12 FS

1.5%
C.O.-G.B.
110.0 INV37
4"22C
121.0 TG
112.0 INV
28 37
4" 22A
180.5 TG
178.0 INV
28 158.33 TW
157.36 BTM.
145.33 TW
141.84 BTM.
132.97 TW
130.74 BTM.
133.61 TW
132.01 BTM.

H.P.
112.20 TW
108.71 BTM.
41 36
35 36

DAYLIGHT

IN SLOPE
116.0 INV4"22A
35 35

DAYLIGHT

IN SLOPE
103.0 INV
4"22A
36 110.1 TG
108.0 INV28
35 36
35 36
35 36

DAYLIGHT

IN SLOPE
147.0± INV
4"22A
36 35
4"22A
35 36
121.4 FL

GUARDRAIL
120.58 TW
115.19 BTM.

GUARDRAIL
114.65 TW
107.35 BTM.
117.2 FL
2:1MAX.
2:1MAX.
2:1MAX.
148.5 FG
20' OFFSET FROM

HMP BOUNDARY
20' OFFSET FROM

HMP BOUNDARY
R/W
R/W
126.0 FL
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
32 32
JOIN
*(114.0±) FL
JOIN
*(113.2±) FL
ELEC. LINE10
124.5 FL
119.4 TG
117.5 INV28
4" 22C
18 18
18 18
18 18
18 GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.13
MATCH LINE - SEE SHEET C-1.14
MATCH LINE - SEE SHEET C-1.10
MATCH LINE - SEE SHEET C-1.15
MATCH LINE - SEE SHEET C-1.09
FARADAY AVE.

G
G

SECTION G-G

NOT TO SCALE
PROP.

DECORATIVE
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SEE SHEET C-1.15
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
2%
PROP. 2:1
MAX. SLOPEPROP. 2:1
MAX. SLOPE
1%
23'
PROP. GUARDRAIL WHEN

TOP OF WALL TO BOTTOM OF
WALL IS OVER 2.5-FEET
- SEE LANDSCAPE PLANS
DETAIL 6, SHEET L-2.05

TW PER PLAN
BTM. PER PLAN

2.7'
SEE DETAIL 'A' SHEET C-1.03 FOR

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BASIN TYPE 'F' TRANSITION
PROP. ALLAN BLOCK RETAINING
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PROP. SUBDRAIN35
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108.5 TG
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110.9 TG
108.0 INV
109.3 TG
107.1 INV
112.0 TG
107.5 INV
111.36 FS
111.11 FS
107.2 TG
104.5 INV
106.5 TG
104.3 INV
107.05 FS 106.80 FS
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41 22C
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3 3
12 3
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109.0 FS
109.58 FS
109.58 FS
110.35 FS
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111.0 FL
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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113.8 INV
134.24 TW
128.84 BTM.

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110.00 FL 32
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121.2 TG
119.0 INV
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130.74 BTM.
133.61 TW
132.01 BTM.

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LIMITS OF GRADING

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1.7%

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HMP

BOUNDARY

LIMITS OF GRADING

AND ORANGE FENCE
20' OFFSET FROM

HMP BOUNDARY
108.0 FS
110.35 FL
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
31 31
109.65 FL
111.2 FL
111.25 FL

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.14
MATCH LINE - SEE SHEET C-1.12
MATCH LINE - SEE SHEET C-1.13
MATCH LINE - SEE SHEET C-1.15
MATCH LINE - SEE SHEET C-1.16
MATCH LINE - SEE SHEET C-1.17
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

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134.2 FS
114.7 FS
112.8 FS
106.0 FS
108.0 FS
116.9 FS
121.5 FS
128.0 FS
132.6 FS
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105.71 FS
100.70 TC
100.20 FS

80.00 FS
107.56 FS
107.27
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LIMITS OF

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LIMITS OF GRADING

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GUARDRAIL
117.92 TW
108.71 BTM.
110.29 TW
106.80 BTM.

GUARDRAIL
103.54 BTM.

99.0 INV
113.47 TW
111.25 BTM.
110.93 TW
109.98 BTM.
112.5 TG
108.0 INV
4"
12"

8.0'

10.0'

99.4 TG

96.5 INV 12"

26.0'
12"
4"

79.5 TG

78.5 INV82.67 TG

78.75 INV IN

78.7 INV OUT

81.33 INV

14.0'
106.95
FS
100.35 TC

99.85 FS
101.84 TC
101.34 FS
102.73 TC
102.23 FS
104.00 TC
103.50 FS
104.75 TC
104.25 FS
105.70 TC
105.20 FS
105.51 TC
105.01 FS
106.10 TC
105.60 FS
105.85 TC
105.35 FS106.03 TC
105.53 FS
105.75 TC
105.25 FS
105.97 TC
104.47 FS
0" CF
105.29 FS
105.05 FL
104.35 TC
103.85 FS
102.40 TC
101.90 FS
101.85 TC
101.35 FL

99.81 TC

99.31 FS
106.30
FS

99.43 TC

98.93 FL

BASIN 'H'

81.0 SURFACE

78.75 SUBDRAIN OUT

78.50 BOT.

GUARDRAIL

85.09 TW

77.79 BTM.

GUARDRAIL

85.09 TW
110.21 TW
108.61 BTM.

C.O.
102.0 INV
106.61 FS

81.33 INV

84.3 TG

82.0 INV
106.40 FS
106.35 FS

78.33 INV
(101.53)
B.O.W.
(101.07)
B.O.W.
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B.O.W.
(100.17)
B.O.W.
(98.10)
B.O.W.
(97.49)
B.O.W.
107.05 FS
106.63 TG
102.45 INV
107.05 FS
106.63 TG
103.15 INV
107.20 FS
106.91
CONC.
107.38 FS
107.09
CONC.
107.2 TG
104.5 INV
106.5 TG
104.3 INV
107.11 FS
107.05 FS 106.80 FS
106.48
FS
106.48
FS

4.8%

6.2%

2.3%

7.5%

2.4%
4%

2.2%
12%
12%

3.5%
10%
10%
4 1
1 1
28 32
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4.8%
3 3
3 3
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28 2
2 6
6 6
6 6
6 6
6 5
5 5
5 12
12 2
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9 9
9 2
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3 2
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TYP.

4.8%

3.2%

4.2%
2:1
2:1 MAX.
2:1
2:1
PROP. BLDG.
106.50 FF
**106.08 PAD
107.92
FS
102.19
FS
13 TYP.
13 TYP.
2:1
106.45 FS
106.45 FS
106.45 FS106.45 FS
106.0 TG
104.5 INV21
105.8 TG
103.8 INV
21 1.5%

1.5%
LP
106.10 FS
105.9 TG
103.5 INV
21 1%

1.5%
14 106.51 FS
106.99 FS
106.89 FS

4.8%
1%
14 105.96 TC
105.46 FS
106.05 TC
105.55 FS
105.42 TC
104.92 FS
105.45 TC
104.95 FS
106.25 FS
106.20 TC
105.70 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 TC
104.27 FS
104.84 TC
104.34 FS 105.11 FS
105.04 FS
104.46 FS
104.46 FS
104.54 FS
104.62 FS
103.87 FS
103.77
FS
103.50 TC
103.00 FS
103.60 TC
103.10 FS
104.27 TC
103.77 FS
104.06 TC
103.56 FS
103.36 FL
104.14 TC
103.64 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%
103.45 FL
103.92 TC
103.25 FL 103.89 TC
103.22 FL
CB #6

97.00 INV OUT

97.30 INV IN
30 15
102.61
FL
104.10 FL4%

1.5%
1%

1.5%

3.1%
2%

3.4%

1.5%
1%

4.6%

2.6% 3.5%
4%

3.5%
3%
1%

3.7%

1.5%
102.19 TC
101.69 FS
101.89 TC
101.39 FS
102.10 TC
101.60 FS

99.65 TC

99.15 FL
100.08 FS

99.18 TC

98.68 FL

98.84 FS

98.98 TC

98.48 FL

99.10 TC

98.43 FL

99.34 TC

98.67 FL
CB #5

94.00 INV OUT

95.30 INV IN
30 15
100.88 FS
102.17 TC
101.67 FS
101.82 TC
101.32 FS
102.38 TC
101.88 FS
104.40 TC
103.90 FS103.93 TC
103.43 FS
104.26 TC
103.76 FS
105.83 TC
105.33 FS
105.41 TC
104.91 FS
105.91 TC
105.41 FS
105.77 TC
105.27 FS
106.30 FS
106.08 FS
106.28 FS
106.09 FS
105.88 FS
105.8 TG
103.5 INV21
105.5 TG
100.5 INV
12"
21 100.03 FL

2.1%
HP
106.3 FG
4"22A
4"22A
1%
TYP.
109.0 FS
4"22A
4" 22A
107.05 FS
106.76
CONC.
39 107.50 FS
21 12"22C
12"22C
12"22C
12"22C
4"22A
4"22A
C.O.

75.75 INV37

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 INV37
PROP. DRIVEWAYAND STREET CURB PERDWG. 550-8, CIP 6099
C.O.

98.0 INV
12"
37 C.O.-G.B.

96.4 INV
12"
37 C.O.-G.B.

97.8 INV
12"
37 C.O.-G.B.

97.0 INV
12"
37 37
TRANS. PER
ELEC. PLANS
107.12 FS
107.60 FS
107.40 FS
107.22 FS
109.0 FS
GRADED
SWALE
-TYP.

GRADED
SWALE
-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 TG
130.0 INV
21 125.2 TG
123.0 INV
21 121.2 TG
119.0 INV
21107.5 TG
105.0 INV
21 114.4 TG
112.0 INV
21 C.O.-G.B.

93.0 INV
12"
37 GUARDRAIL

83.82 TW

77.79 BTM.

GUARDRAIL

84.46 TW

77.79 BTM.
1% TYP.

3.7%

0.5%

99.58 FS

99.54 FS

99.66 FS

99.56 TC

99.06 FL

99.22 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 TW
108.71 BTM.
107.9 TG
103.0 INV
108.39 TW
106.17 BTM.
28 105.0 TG
102.75 INV
105.84 TW
104.25 BTM.
28 40
35 DAYLIGHT

IN SLOPE
103.0 INV
4"22A
36 110.1 TG
108.0 INV
28 36
36 35
36 35
35 35
35 36

98.1± INV 12" SD

93.8± TOP 12" SD
105.5 TG
102.5 INV
102.5 TG
100.0 INV

98.0 TG

96.0 INV

98.0 TG

95.0 INV

98.0 TG

95.7 INV

98.0 TG

95.7 INV

99.0 TG

96.0 INV

90.5 TG

87.5 INV

97.75 TG

94.2 INV

97.0 TG

94.0 INV
100.0 TG

97.0 INV
103.9 TG

97.0 INV

97.5 TG

94.0 INV
101.0 TG

96.0 INV
4" 22A

84.15 INV
12"

88.3 INV
12"
4" 22A
4"22A

86.5 INV
12"

92.0 INV
12"

94.7 INV
12"

96.9± INV 4" SD

96.2± TOP 12" SD
4" 22A
4" 22A
4"22A
4" 22A
4"22A

GUARDRAIL

85.09 TW

77.79 BTM.

GUARDRAIL

85.09 TW

77.79 BTM.
117.2 FL
4" 22A
11 TYP.
11 TYP.
148.5 FG
108.0 FS
39 107.2 TG
104.2 INV
C.O.

78.75 INV37
R/W
R/W

89.5 FL
44 TYP.

92.0 TG

89.0 INV 4"22A
C.O.-G.B.

81.85 INV37
C.O.-G.B.

81.85 INV37
101.5 FL
SIGHT

DISTANCE

TRIANGLE
SIGHT

DISTANCE

TRIANGLE
4"22A

99.0 TG

97.0 INV21

99.46 FS

1.3%
NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON ARE
FOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARK
PLANS
·SEE BIKE PARK PLANS FOR

GRATE INLET CALL OUT WITHIN
BIKE PARK.
18 18
18 18
0" CF
105.16 FS
104.78 FS
104.62 FL
105.43 FS
4" CF
105.32 TC
104.99 FS

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.15
MATCH LINE - SEE SHEET C-1.16
MATCH LINE - SEE SHEET C-1.13
FARADAY AVE.

MATCH LINE - SEE SHEET C-1.14
MATCH LINE - SEE SHEET C-1.18
MATCH LINE - SEE SHEET C-1.18
H
H
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.
** NOTE TO CONTRACTOR:

VERIFY STRUCT. SLAB SECTION [ASSUMED 5" PCC /
VAPOR BARRIER / COMPACTED FILL] W/STRUCTURAL

DRAWINGS AND SOILS ENGINEER'S REPORT PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
O
O
P
P

SECTION P-P

NOT TO SCALE
44'18'
PROP.

SIDEWALK
PROP.

CURB
PROP. 2:1
MAX. SLOPE

SECTION O-O

NOT TO SCALE
PROP.

PAVEMENT
26'
PROP.

CURBPROP.

CURB
15' 10'
PROP. 2:1
MAX. SLOPE
PROP.

SWALE
PROP.

PAVEMENT
PROP.

V-GUTTER
PROP.

SIDEWALK
PROP.

CURB
18'
PROP.

PAVEMENT 616
65156
2 9
2 1:1 INFLUENCE LINE
PROP. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE
PROP. GUARDRAIL WHEN TOP OF WALL TO
BOTTOM OF WALL IS OVER 2.5-FEET
- SEE LANDSCAPE PLANS DETAIL 6, SHEET L-2.05

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

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

4.7'±
PROP. BROW DITCH
PROP. ALLAN BLOCK RETAINING
WALL - S-2
-SEE SHEET 53
PROP. SUBDRAIN35
PROP. SUBDRAIN35
PROP. ALLAN BLOCK
RETAINING 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
386
34 Jesse Sanchez 10/9/25
O 2
-X- -X
AAl
-X- NV
1404901 *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;O 140, 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-2.01 f (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+
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1 JESSE SANCHEZ

BUILDING OFFICIAL DATE

SHEETSCITY OF CARLSBADSHEET

ENGINEERING DEPARTMENT
GRADING PLANS FOR:

Y
AAA
209200050
- GR2023-0042
O E
RCE 63912 EXPIRES 9/30/26ENGINEERING MANAGER DATE
PROJECT NO. DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021-0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL $
DWN BY:

CHKD BY:

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107.0 FS
108.00 FS
109.48 FS
0" CF
105.71 FS
113.90
FS
117.85
FS
HP
110.0 FS
107.56 FS
107.27
CONC.
107.05 FS
106.76
CONC.
109.80 FS

LIMITS OF GRADING

AND ORANGE FENCE
103.5 TG

99.0 INV
110.50 FS110.75 FS
12"
108.5 TG
103.0 INV
12"
12"

10.0'
8"@
6%
110.5 TG
108.35 INV
115.0 TG
110.0 INV
106.95
FS
105.97 TC
104.47 FS
0" CF
105.29 FS
106.30
FS

BASIN 'H'

81.0 SURFACE

78.75 SUBDRAIN OUT

GUARDRAIL

85.09 TW

77.79 BTM.
106.61 FS
106.40 FS
STORM DRAIN LINE 'B-1'
SEE SHEET C-2.02 FOR SD

PLAN/PROFILE

STORM DRAIN LINE 'B'
SEE SHEET C-2.04 FOR

SD PLAN/PROFILE

STORM DRAIN LINE 'B'
SEE SHEET C-2.03 FOR

SD PLAN/PROFILE

STORM DRAIN LINE 'B'
SEE SHEET C-2.03 FOR

SD PLAN/PROFILE
112.5 TG
109.25 INV
109.75 TG
106.0 INV
108.0 TG
105.6 INV
107.1 TG
103.15 INV
107.5 TG
105.2 INV
107.5 TG
104.15 INV
12"
107.5 TG
105.5 INV
108.0 TG
105.0 INV
12"
108.4 TG
106.0 INV
109.2 TG
107.2 INV
110.9 TG
108.0 INV
113.75 TG
108.1 INV
108.6 TG
107.1 INV
C.O.
100.00 INV
12"
108.2 TG
105.0 INV
109.3 TG
107.1 INV
112.0 TG
107.5 INV
107.9 FS/TG
106.1 INV 8"
108.80 FS
107.8 TG
106.8 INV
108.25 FS
107.25 TG
105.4 INV
107.7 FS/TG
105.2 INV 108.0 FS
107.0 TG
105.05 INV
107.70 FS
106.7 TG
104.85 INV
113.22 FS
115.52 FS
115.42 FS
115.42 FS 115.52 FS
115.67 FS
115.75 FS
115.74 FS
115.64 FS
115.05 FS 114.95 FS
114.85 FS
114.50 FS114.33 FS
114.22 FS
107.05 FS
106.76
CONC.
107.20 FS
106.78 TG
101.25 INV 8"
106.6 TG
100.95 INV
107.05 FS
106.63 TG
102.45 INV
107.05 FS
106.63 TG
103.15 INV
107.20 FS
106.91
CONC.
107.38 FS
107.09
CONC.
113.24 FS
112.97 FS
110.27 FS 110.04 FS
108.70 FS
108.41 FS
107.55 FS
107.75 FS
107.85 FS
107.71 FS
106.42
CONC.
107.50 FS
107.21
CONC.
108.60 FS
108.85 FS
111.36 FS
111.11 FS
108.50 FS
108.9 FS
107.80 FS
107.51
CONC.
108.4 FS
107.30 FS
107.01
CONC.
107.34
FS
107.42 FS
107.4 TG
102.1 INV 8"
107.4 TG
103.2 INV
107.2 TG
103.1 INV
107.2 TG
104.5 INV
106.5 TG
104.3 INV
107.56 FS
107.27
CONC.
107.11 FS
107.05 FS 106.80 FS
107.2 TG
104.0 INV

2.2%

2.5%

4.8%

1.3%

4.8%
4%

4.8%

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 33 20
33 33
1%
TYP.
1%TYP.
1%
TYP.
1%TYP.1%TYP.
1%TYP.
1%
TYP.
1%TYP.
1%TYP.
1%TYP.
1%
1%TYP.
1%
TYP.

4.7%
1%
26 21 26
26 1%

4.7%
3:1

1.8%

1.8% 4.7%

3.5%

3.3% 1%TYP.
21 21 21
21 21
1%TYP.
1%
TYP.

4.8%

3.2%

4.2%
21 2:1
106.45 FS
106.0 TG
104.5 INV21
105.8 TG
103.8 INV1.5%
106.10 FS
105.9 TG
103.5 INV
14 106.51 FS
106.99 FS
106.89 FS

4.8%
1%
106.25 FS
106.20 TC
105.70 FS

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%
TYP.
1%
TYP.
109.0 FS
4"22A
8"22B
107.20 FS
106.91
CONC.
8"22B
106.6 TG
100.6 INV
21 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 TG
110.0 INV
20 113.8 FG
8"@

5.4%22B
8"@

2.9%22B
8"@
10%22B
113.25 FS
110.28 FS
108.70 FS
12"@

2.5%22C
12"@

6.9%22C
113.00 FS
112.00 FS
4:1 111.42 FS
108.87 FS
HP
108.8 FG
108.0 TG
106.0 INV21 C.O.-G.B.
104.5 INV
8"
37 HP
108.3 FG 108.5 FS
108.5 FS
108.5 FS
107.5 TG
105.7 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%
HP
107.7 FG
107.05 FS
106.76
CONC.
39 39
1%
4"22A
107.80 FS
107.51
CONC.
107.50 FS
21 12"22C
12"22C
12"22C
4"22A
HP
109.5 FL
C.O.

98.0 INV
12"
37 C.O.-G.B.

96.4 INV
12"
37 C.O.-G.B.
105.0 INV
12"
37 C.O.-G.B.

93.6 INV
12"
37 C.O.-G.B.

97.0 INV
12"
37 110.00 FL 32
107.46
FS 39
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 TG
104.0 INV
21 C.O.
104.97 INV
107.64 FS
107.54 FS
8"22B
NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON ARE
FOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARK
PLANS
·SEE BIKE PARK PLANS FOR

GRATE INLET CALL OUT WITHIN
BIKE PARK.

97.3± INV 12" SD

95.8± TOP 12" SD
105.2± INV 12" SD
102.5± TOP 30" SD
120.0 TG
110.5 INV
12"
37 122.5 TG
118.9 INV 8"
114.5 TG
112.5 INV
115.5 TG
112.0 INV
C.O.
118.0 INV
120.0 TG
118.0 INV
118.0 TG
116.0 INV
114.0 TG
112.0 INV
109.3 TG
106.0 INV
106.0 TG
103.0 INV
102.0 TG
100.0 INV
102.5 TG
100.0 INV
102.0 TG

99.5 INV

99.0 TG

97.0 INV
102.0 TG
100.0 INV
105.5 TG
102.5 INV
102.5 TG
100.0 INV

98.0 TG

96.0 INV

98.0 TG

95.0 INV

98.0 TG

95.7 INV

98.0 TG

95.7 INV

98.0 TG

97.0 INV

98.0 TG

96.0 INV

99.0 TG

96.0 INV

97.75 TG

94.2 INV

98.6 INV
102.2 INV
12"
4"
4"22A
104.4 INV
12"
108.1 INV
12"
4" 22A
4" 22A
4" 22A
4" 22A
8"22B

86.5 INV
12"

92.0 INV
12"

94.7 INV
12"

98.3 INV
12"

96.7± INV 4" SD

95.6± TOP 12" SD

96.9± INV 4" SD

96.2± 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 GRADING

AND ORANGE FENCE
22'± OFFSET FROM

HMP BOUNDARY
EXIST. TRAIL
32 112.50 FS
1%
1%
TYP.

10.5'
114.5 FL

1.7%

1.7%111.8 FG
37 11
TYP.
108.0 FS
39 107.67 FS
107.38
CONC.
107.2 TG
104.2 INV
110.35 FL
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
C.O.
102.05 INV
31 92.0 TG

89.0 INV
111.35 FS
109.65 FL
111.2 FL
111.25 FL
0" CF
105.16 FS
105.43 FS

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.16
MATCH LINE - SEE SHEET C-1.14

MATCH LINE - SEE
SHEET C-1.17
MATCH LINE - SEE SHEET C-1.19
MATCH LINE - SEE SHEET C-1.18
MATCH LINE - SEE SHEET C-1.15
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
35 Jesse Sanchez 10/9/25
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GRADING PLANS FOR:

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3 113.90
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117.85
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109.80 FS
HMP

BOUNDARY
110.75 FS

10.0'

10.0'
8"@
6%
110.5 TG
108.35 INV
115.0 TG
110.0 INV
STORM DRAIN LINE 'B-2'
SEE SHEET C-2.02

FOR SD PLAN/PROFILE
STORM DRAIN LINE 'B-1'
SEE SHEET C-2.02 FOR SD

PLAN/PROFILE

STORM DRAIN LINE 'B'
SEE SHEET C-2.04 FOR

SD PLAN/PROFILE

STORM DRAIN LINE 'B'
SEE SHEET C-2.03 FOR

SD PLAN/PROFILE
112.5 TG
109.25 INV
109.75 TG
106.0 INV
108.0 TG
105.6 INV
107.5 TG
104.15 INV
107.5 TG
105.5 INV
108.0 TG
105.0 INV
12"
108.4 TG
106.0 INV
109.2 TG
107.2 INV
110.9 TG
108.0 INV
113.75 TG
108.1 INV
108.6 TG
107.1 INV
109.3 TG
107.1 INV
112.0 TG
107.5 INV
107.9 FS/TG
106.1 INV 8"
108.80 FS
107.8 TG
106.8 INV 108.25 FS
107.25 TG
105.4 INV
107.7 FS/TG
105.2 INV 108.0 FS
107.0 TG
105.05 INV
107.70 FS
104.85 INV
113.22 FS
115.52 FS
115.42 FS
115.42 FS 115.52 FS
115.67 FS
115.75 FS
115.74 FS
115.64 FS
115.05 FS 114.95 FS
114.85 FS
114.50 FS114.33 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 12 21
21 21
21 21
21 21
21 21
21 21
21 21
20 33
33 20
33 33
1%
TYP.
1%TYP.
1%
TYP.
1%TYP.1%TYP.
1%TYP.
1%
TYP.
1%
TYP.

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 TG
110.0 INV20
113.8 FG
8"@

5.4%22B
8"@

2.9%22B
8"@
10%22B
113.25 FS
113.00 FS
112.00 FS
4:1 111.42 FS
HP
108.8 FG
108.0 TG
106.0 INV21 C.O.-G.B.
104.5 INV
8"
37 HP
108.3 FG 108.5 FS
108.5 FS
108.5 FS
107.5 TG
105.7 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%
TYP.
4"22A
110.00 FL 32
123.8 FL
C.O.
104.97 INV
35 120.0 TG
123.5 TG
121.0 INV
123.0 TG
116.5 INV
124.0 TG
120.4 INV
114.5 TG
112.5 INV
115.5 TG
112.0 INV
4" 22A
4" 22A
4" 22A
4"22A
114.8 INV
12"
127.50 FS
EXIST. TRAIL
EXIST. TRAIL
EXIST. TRAIL
HMP

BOUNDARY
20' OFFSET FROM

HMP BOUNDARY

LIMITS OF GRADING

AND ORANGE FENCE
22'± OFFSET FROM

HMP BOUNDARY

4.1%
111.00 FS
EXIST. TRAIL
32 112.50 FS
1%
1%
TYP.

10.5'

1.7%

10.5'

10.0'
32 12"
32 12"

LIMITS OF GRADING

AND ORANGE FENCE
22'± OFFSET FROM

HMP BOUNDARY
126.70 FS
126.2 FL
32 3
3 2.2%

2.2%6.7%
121.00 TG
118.00 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 TW
120.84 BTM.
121.0 TG
117.7 INV2836
121.2 TG
117.3 INV 8"28
130.69 TW
128.47 BTM.
129.5 TG
126.0 INV
2836

GUARDRAIL
137.02 TW
128.48 BTM.

GUARDRAIL
142.13 TW
131.65 BTM.

GUARDRAIL
130.68 TW
122.75 BTM.
111.8 FG
141.0 FL
132.0 FG2:1
134.0 FG

GUARDRAIL
132.60 TW
124.65 BTM.
131.5 FL
110.35 FL
119.0 FL
134.0 FL
124.5 FL
144.0 FL
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
3 WIRE HABITAT FENCE

PER LANDSCAPE

ARCHITECT PLANS
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

ENGINEERING

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

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

BROW DITCH
PROP. 2:1
MAX. SLOPE
PROP. 2:1
MAX. SLOPE

SECTION I-I

NOT TO SCALE
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
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 FOR

TYPICAL BROW DITCH TO CATCH

BASIN TYPE 'F' TRANSITION
SEE DETAIL 'A' SHEET C-1.03 FOR

TYPICAL BROW DITCH TO CATCH

BASIN TYPE 'F' TRANSITION
3 32
3 32
JN
NF
Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
36 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
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BUILDING OFFICIAL DATE

SHEETSCITY OF CARLSBADSHEET
ENGINEERING DEPARTMENTSLrcscen // // / / / / 272777--%a GRADING PLANS FOR:

CHKD BY:

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112.8 FS
107.0 FS
0" CF
105.71 FS
100.70 TC
100.20 FS

80.00 FS

LIMITS OF

GRADING

EXISTING

PEDESTRIAN

UNDERPASS

80.5± TMH
EXIST 36" RCP SD
*(72.6±) INV

75.27 INV 4"

74.50 INV 4"

73.60 INV 24"

89.5± TMH
EXIST 24" RCP SD
*(84.0±) INV

85.17 INV 4"
110.50 FS110.75 FS

8.0'

99.4 TG

96.5 INV 12"

26.0'
4"

79.5 TG

78.5 INV

89.0 TG

86.0 INV
102.1 TG
100.8 INV

82.67 TG

78.75 INV IN

78.7 INV OUT

85.50 TG

82.75 INV IN

82.7 INV OUT

81.33 INV

85.33 INV

14.0'

14.0'
106.95
FS
100.35 TC

99.85 FS
101.84 TC
101.34 FS
102.73 TC
102.23 FS
104.00 TC
103.50 FS
104.75 TC
104.25 FS
105.70 TC
105.20 FS
105.51 TC
105.01 FS
105.75 TC
105.25 FS
105.97 TC
104.47 FS
0" CF
105.29 FS
105.05 FL
104.35 TC
103.85 FS
102.40 TC
101.90 FS
101.85 TC
101.35 FL

99.81 TC

99.31 FS

99.43 TC

98.93 FL

BASIN 'I'

85.0 SURFACE

82.75 SUBDRAIN OUT

82.50 BOT.

87.0 FG
-TYP.

BASIN 'H'

81.0 SURFACE

78.75 SUBDRAIN OUT

78.50 BOT.

GUARDRAIL

85.09 TW

77.79 BTM.

GUARDRAIL

85.09 TW

77.79 BTM.

90.5 INV

81.33 INV

83.0 TG

81.8 INV

84.3 TG

82.0 INV

BASIN 'L'

78.0 SURFACE

75.75 SUBDRAIN OUT

75.50 BOT.

80.0 FG
-TYP.

78.50 TG

75.75 INV IN

75.7 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 FOR

SD PLAN/PROFILE

STORM DRAIN LINE 'C'
SEE SHEET C-2.04 FOR

SD PLAN/PROFILE

STORM DRAIN

LINE 'B'

SEE SHEET
C-2.03 FOR SD

PLAN/PROFILE
109.75 TG
106.0 INV
107.1 TG
103.15 INV
107.5 TG
105.2 INV
C.O.
100.00 INV
12"
108.2 TG
105.0 INV
107.7 FS/TG
105.2 INV 108.0 FS
107.0 TG
105.05 INV
107.05 FS
106.76
CONC.
107.20 FS
106.78 TG
101.25 INV 8"
106.6 TG
100.95 INV
107.05 FS
106.63 TG
102.45 INV
110.27 FS 110.04 FS
108.70 FS
108.41 FS
107.55 FS
CONC.
108.9 FS
108.4 FS
107.30 FS
107.01
CONC.
107.34
FS

6.2%

8.9%

8.9%
12%
12%
12%

3.5%

4.8%

4.7%
1 1
1 32
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% TYP.
1% TYP.
1% TYP.
1% TYP.
23 28
28 25
40 23
21 21
21 37
21 33
1%TYP.
1%TYP.
1%
1%TYP. 26
21 26

4.7%

1.8%

1.8% 4.7%
13 TYP.
13 TYP.
14 106.51 FS
106.99 FS
106.89 FS

4.8%
1%
14 105.96 TC
105.46 FS
106.05 TC
105.55 FS
105.42 TC
104.92 FS
105.45 TC
104.95 FS
106.25 FS
106.20 TC
105.70 FS

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%
103.45 FL
103.92 TC
103.25 FL 103.89 TC
103.22 FL
CB #6

97.00 INV OUT

97.30 INV IN
30 15
102.61
FL
104.10 FL4%

1.5%
1%

1.5%

3.1%
2%

3.4%

1.5%
1%

4.6%

2.6% 3.5%
4%

3.5%
3%
1%

3.7%

1.5%
102.19 TC
101.69 FS
101.89 TC
101.39 FS
102.10 TC
101.60 FS

99.65 TC

99.15 FL
100.08 FS

99.18 TC

98.68 FL

98.84 FS

98.98 TC

98.48 FL

99.10 TC

98.43 FL

99.34 TC

98.67 FL
CB #5

94.00 INV OUT

95.30 INV IN
30 15
100.88 FS
102.17 TC
101.67 FS
101.82 TC
101.32 FS
102.38 TC
101.88 FS
104.40 TC
103.90 FS
103.93 TC
103.43 FS
104.26 TC
103.76 FS
105.83 TC
105.33 FS
105.41 TC
104.91 FS
100.03 FL

2.1%
1%
110.25 FS
110.15 FS
110.38 FS
110.60 FS
110.50 FS
1%
8"22B
106.91
CONC.
8"22B
106.6 TG
100.6 INV21
12"22C
110.28 FS
108.70 FS
12"@

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

3.9%22B
4"22A
1%

1.8%
102.52 FS
102.75 FS
102.61 FS 102.42 FS
102.28 FS
4" 22A
4" 22A
12"22C
12"22C
12"22C
12"22C
12"22C
12"22C
4"22A

88.5± TMH
EXIST 36" RCP SD
*(71.6±) INV 36"

73.1 INV 18"
C.O.

82.75 INV37
4"22A 8"22B
4"22A
C.O.

75.75 INV37

80.14 FS

80.00 FS
12" 22C
12"22C
22A
101.8 FL
PROP. DRIVEWAYAND STREET CURB PERDWG. 550-8, CIP 6099
4" 22A
4" 22A
C.O.-G.B.

96.4 INV
12"
37 C.O.-G.B.

97.8 INV
12"
37 C.O.-G.B.

93.6 INV
12"
37 C.O.-G.B.

97.0 INV
12"
37 FS GRADED
SWALE
-TYP.
112.5 FL
C.O.-G.B.

93.0 INV
12"
37 GUARDRAIL

83.82 TW

77.79 BTM.

GUARDRAIL

84.46 TW

77.79 BTM.

GUARDRAIL

83.82 TW

77.79 BTM.

3.7%

0.5%

99.58 FS

99.54 FS

99.66 FS

99.56 TC

99.06 FL

99.22 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" SD

95.8± TOP 12" SD

98.1± INV 12" SD

93.8± TOP 12" SD

88.0± INV 12" SD

85.6± TOP 30" SD
100.9± INV 8" SD

96.0 ± TOP 30" SD
12"22C
12"22C
111.0 TG
108.0 INV 8"
113.0 TG
110.0 INV
113.5 TG
110.0 INV
8"
108.0 TG
105.0 INV
108.0 TG
102.0 INV
102.9 TG

98.0 INV
105.5 TG
103.0 INV
102.1 TG

97.0 INV 8"
101.1 TG

96.0 INV

99.1 TG

93.0 INV 12"

98.1 TG

95.5 INV
103.5 TG
101.0 INV
101.5 TG

99.0 INV

99.5 TG

95.0 INV
12"

98.5 TG

96.0 INV
100.1 TG

97.5 INV
102.5 TG

96.5 INV
12"
104.5 TG
101.5 INV
106.0 TG
103.5 INV109.5 TG
107.0 INV112.0 TG
110.0 INV
111.0 TG
108.5 INV
107.5 TG
103.0 INV 8"
109.9 TG
107.0 INV
112.0 TG
110.0 INV
109.0 TG
106.0 INV
107.0 TG
104.0 INV
105.1 TG
101.0 INV 12"
104.9 TG
102.0 INV
103.2 TG
100.0 INV
109.3 TG
106.0 INV
110.0 TG
107.0 INV
106.0 TG
103.0 INV
102.0 TG
100.0 INV
102.5 TG
100.0 INV
102.0 TG

99.5 INV

99.0 TG

97.0 INV
102.0 TG
100.0 INV
105.5 TG
102.5 INV
102.5 TG
100.0 INV

98.0 TG

96.0 INV

98.0 TG

95.0 INV

98.0 TG

95.7 INV

98.0 TG

95.7 INV

98.0 TG

97.0 INV

98.0 TG

96.0 INV

99.0 TG

96.0 INV

90.5 TG

87.5 INV

97.75 TG

94.2 INV

97.0 TG

94.0 INV
100.0 TG

97.0 INV
103.9 TG

97.0 INV

97.5 TG

94.0 INV
101.0 TG

96.0 INV
103.2 TG
101.5 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 INV
12"
37 98.6 INV
12"
8" 22B
8" 22B
8" 22B
8" 22B
4" 22A
4" 22A
4" 22A
102.2 INV
12"
4" 22A
4"22A
104.4 INV
12"
4" 22A

84.15 INV
12"

88.3 INV
12"
4" 22A
4"22A

86.5 INV
12"

92.0 INV
12"

94.7 INV
12"

98.3 INV
12"

96.7± INV 4" SD

95.6± TOP 12" SD

96.9± INV 4" SD

96.2± TOP 12" SD
4" 22A
4"22A
4" 22A
4"22A
4"22A
4" 22A
4"22A
4"22A
4"22A

GUARDRAIL

85.09 TW

77.79 BTM.

GUARDRAIL

85.09 TW

77.79 BTM.
4" 22A
11 TYP.

C.O.

78.75 INV37
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 TG

89.0 INV 4"22A
C.O.-G.B.

81.85 INV37
C.O.-G.B.

81.85 INV37
101.5 FL

94.4 FL

DISTANCE

TRIANGLE
(78.0±) FS
4"22A

99.46 FS

1.3%
NOTE TO CONTRACTOR:
·GRADES SHOWN HEREON ARE
FOR ROUGH GRADING ONLY.
·FINAL GRADING PER BIKE PARK
PLANS
·SEE BIKE PARK PLANS FOR

GRATE INLET CALL OUT WITHIN
BIKE PARK.

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

GRATE INLET CALL OUT WITHIN
BIKE PARK.
18 18
0" CF
105.16 FS
104.78 FS
104.62 FL
105.43 FS
4" CF
105.32 TC
104.99 FS

GENERAL CONSTRUCTION NOTES
4 3
5 2
20 21
22A

ENGINEERING

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

VETERANS MEMORIAL PARK
FARADAY AVE./WHITMAN WAY
0102040
SCALE: 1" = 20'
S
E
SHEET C-1.18
FARADAY AVE.

MATCH LINE - SEE SHEET C-1.15
MATCH LINE - SEE SHEET C-1.19
MATCH LINE - SEE SHEET C-1.19
MATCH LINE - SEE SHEET C-1.19
MATCH LINE - SEE SHEET C-1.20
NOTE TO CONTRACTOR:

ALL GRADING AND EARTHWORK IS TO BE DONE IN

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

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

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

PRECISE GRADING PLAN
JN
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Docusign Envelope ID: 2E2DBC4B-816B-4147-AC2F-8E73031DE8C0 9/17/2025
386
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SHEETSCITY OF CARLSBADSHEET
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PROJECT NO. DRAWING NO.— 4 DATE INITIAL DATE INITIAL DATE INITIAL CUP2021-0014 546-1AREVISION DESCRIPTIONENGINEER OF WORK OTHER APPROVAL CITY APPROVAL I
DWN BY:

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APPROVED: JASON S. GELDERT
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ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26
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107.0 FS
129.40 FS
117.85
FS
HP
130.15 FS

LIMITS OF GRADING

AND ORANGE FENCE
HMP

BOUNDARY
(165.0±) FG
110.50 FS110.75 FS
130.68 TW
128.47 BTM.

14.0'

10.5'

10.0'

14.0'
8"@
6%
115.0 TG
110.0 INV
H.P.

GUARDRAIL
134.50 TW
127.83 BTM.
129.5 TG
126.0 INV

STORM DRAIN LINE 'B'
SEE SHEET C-2.03 FOR

SD PLAN/PROFILE

STORM DRAIN LINE 'B'
SEE SHEET C-2.03 FOR

SD PLAN/PROFILE
112.5 TG
109.25 INV
109.75 TG
106.0 INV
107.1 TG
103.15 INV
C.O.
100.00 INV
12"
108.2 TG
105.0 INV
107.25 TG
105.4 INV
107.7 FS/TG
105.2 INV 108.0 FS
107.0 TG
105.05 INV
113.22 FS
115.52 FS
115.42 FS
115.42 FS 115.52 FS
115.67 FS
115.75 FS
115.74 FS
115.64 FS
115.05 FS 114.95 FS
114.85 FS
106.6 TG
100.95 INV
113.24 FS
112.97 FS
110.27 FS 110.04 FS
108.70 FS
108.41 FS
107.55 FS
108.9 FS
107.01
CONC.

Carlsbad City CouncilOctober 21, 2025

Carlsbad City Council
October 21, 2025