Solana Beach City Council
October 22, 2025

Payment to PARS Trust Funds
In FY 2015, the Council approved and established a combined PARS Pension and OPEB Trust. Through FY25, Council has allocated a total of $7,325,412 to the PARS Pension and OPEB Trust Accounts by using a portion of each of the FY’s General Fund surpluses and as part of the adopted budget as detailed in Table 4.

As part of the adoption of the FY26 and FY27 Budget, the City continued its funding policy for the OPEB PARS Trust ($139,300 in FY26 and $148,879 in FY27).

To continue funding the Pension portion of the PARS Trust, Staff is recommending that Council consider setting aside a portion of the FY25 projected surplus, historically 35% of the General Fund surplus. Staff has prepared a resolution that will be updated to reflect the amounts that Council approves to be used to fund the PARS Pension Trust. Since the Pension Trust provides funds for employee benefits and employee benefits are paid by both General Fund and non-General Fund funds, an allocation method will be used to ensure all funds which pay employee benefits contribute to the Trust payments. The General Fund portion of the contribution will be budgeted and paid from the FY25 Unreserved General Fund balance.

CEQA COMPLIANCE STATEMENT: N/A
FISCAL IMPACT:

Staff is not recommending any budget appropriations be made to the FY25 Budget for audit purposes, however, if authorized by Council, Staff is recommending the following FY

PROJECTED

SURPLUS PENSION OPEB TOTAL
2015 907,284 500,000 - 500,000
2016 613,462 316,209 135,000 451,209
2017 1,123,432 347,094 85,376 432,470
2018 1,121,884 357,098 87,689 444,787
2019 1,768,986 623,724 253,516 877,240
2020 1,046,697 283,926 198,000 481,926
2021 1,378,485 485,075 204,000 689,075
2022 2,161,522 809,898 138,000 947,898
2023 1,887,905 707,536 137,000 844,536
2024 3,049,547 1,198,929 342,342 1,541,271
2025 2,860,716 115,000 115,000
TOTAL 17,919,920 5,629,489 1,695,923 7,325,412
TABLE 4

PARS CONTRIBUTIONS
October 22, 2025
General Fund Update for FY25

budget adjustments and appropriation be made in the FY25 Budget utilizing projected surplus as follows:

PARS Trust Funds
• Budget appropriations, as determined by the Finance Department, if Council authorizes funds be used from the projected FY25 General Fund surplus to fund the PARS Pension and OPEB Trust.

Asset Replacement Fund
• Budget appropriations, as determined by the Finance Department, if Council authorizes funds be used from the projected FY25 General Fund surplus to fund asset replacement fund.

Facilities Replacement Fund
• Budget appropriations, as determined by the Finance Department, if Council authorizes funds be used from the projected FY25 General Fund surplus to fund facilities replacement fund.

WORK PLAN: N/A
OPTIONS:
• Approve Staff recommendation.
• Provide alternative direction.

CITY STAFF RECOMMENDATION:

Staff recommends that the City Council:

1. Accept and file the General Fund Update for FY25.

2. Provide direction to Staff regarding whether to use an amount of the projected General Fund surplus to fund the PARS Irrevocable Trust for Pensions as part of a budget appropriation to the General Fund Unreserved Fund Balance, and other funds as determined by the Finance Department, in FY25.

3. Provide direction to Staff regarding whether to use an amount of the projected General Fund surplus to add funding to the Asset Replacement Fund as part of a budget appropriation to the General Fund Unreserved Fund Balance in FY25.

4. Provide direction to Staff regarding whether to use an amount of the projected General Fund surplus to add funding to the Facilities Replacement Fund as part of a budget appropriation to the General Fund Unreserved Fund Balance in FY25.

October 22, 2025
General Fund Update for FY25

5. Authorize the City Treasurer to amend the FY25 budget accordingly. _____________________
Alyssa Muto, City Manager
Attachments:

1. Resolution 2025-112

2. General Fund & Measure S Fund Revenues for FY25

3. General Fund & Measure S Fund Expenditures by Function for FY25

4. General Fund & Measure S Fund Expenditures by Object Code for FY25

5. Measure S Fund FY23 through FY27 Revenues, Expenditures and Projected Fund Balance
RESOLUTION 2025-112

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF SOLANA BEACH, CALIFORNIA, REVISING
APPROPRIATIONS IN THE FISCAL YEAR 2025

BUDGETS AND AUTHORIZING THE CITY TREASURER

TO AMEND THE BUDGETS ACCORDINGLY
WHEREAS, during the course of the fiscal year, new information becomes available to Staff which require adjustments to the adopted budget; and WHEREAS, Section 3.08.040 of the Solana Beach Municipal Code limits the purchases by departments within the total departmental budget appropriations; and WHEREAS, the City’s Operating Budget Policies state that total expenditures of a particular fund may not exceed that which is appropriated by the City Council, without a budget amendment; and
WHEREAS, the City Manager, in coordination with the Finance Director, reviewed and analyzed the expenditures of the Fiscal Year 2025 Adopted Budget, and recommend certain amendments be made to the General Fund as well as other funds.

NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Solana Beach, California, does hereby resolve as follows:

1. That the above recitations are true and correct.

2. That the City Treasurer is authorized to amend budget and appropriations in the FY25 budget utilizing projected surplus as follows:
i. Appropriations from the General Fund of $______ from the General Fund Fiscal Year 2025 projected surplus and proportionally to other funds to fund the PARS Pension Stabilization & OPEB Trust Funds
ii. Appropriations from the General Fund of $______ from the Fiscal Year 2025 projected General Fund surplus to increase funding to the Asset Replacement Fund
iii. Appropriations from the General Fund of $______ from the Fiscal Year 2025 projected General Fund surplus to increase funding to the Facilities Replacement Fund
PASSED, APPROVED AND ADOPTED by the City Council of the City of Solana Beach, California, this 22nd day of October 2025, by the following vote:

ATTACHMENT 1
Resolution 2025-112
Budget Amendments FY25

AYES: Councilmembers –
NOES: Councilmembers –
ABSENT: Councilmembers –
ABSTAIN: Councilmembers –
______________________________
LESA HEEBNER, Mayor
APPROVED AS TO FORM: ATTEST:
______________________________ ______________________________ JOHANNA N. CANLAS, City Attorney ANGELA IVEY, City Clerk

GENERAL FUND REVENUES
FY 25
Description $ % $%
PROPERTY TAXES - CURRENT 9,996,980 $ 600,000 $ 10,596,980 $ 10,936,126 $ $ 3.2% 600,000 339,146 $ 6.0% PROPERTY TAXES-DELINQUENT 20,402 $ $ 45,000 $ 65,402 $ 56,052 $ -14.3% (9,350) $ 220.6% 45,000 SALES & USE TAX $ 4,488,000 $ - $ 4,488,000 $ 4,479,246 $ (8,754) -0.2% $ 0.0% - TRANSIENT OCCUPANCY TAX $ 1,121,551 $ 300,000 $ 1,421,551 $ 1,214,590 $ (206,961) -14.6% 300,000 $ 26.7% SHORT TERM VAC RENTAL TOT $ 832,832 $ 350,000 $ 1,182,832 $ 1,013,481 $ (169,351) -14.3% 350,000 $ 42.0% GAS & ELECTRIC FRANCH TAX $ 245,000 $ - $ 245,000 $ 274,209 $ 29,209 11.9% $ 0.0% - WASTE FRANCHISE $ 265,000 $ - $ 265,000 $ 321,120 $ 56,120 21.2% $ 0.0% - CABLE TV FRANCHISE TAX $ 235,000 $ - $ 235,000 $ 181,464 $ (53,536) -22.8% $ 0.0% - COMMUNITY ACCESS 1% $ 50,000 $ - $ 50,000 $ 37,641 $ (12,359) -24.7% $ 0.0% - REAL PROPERTY TRANSFR TAX $ 185,000 $ - $ 185,000 $ 222,733 $ 37,733 20.4% $ 0.0% - BENEFIT FEES $ 460,000 $ - $ 460,000 $ 445,068 $ (14,932) -3.2% $ 0.0% - STREET SWEEPING $ 50,750 $ - $ 50,750 $ 54,364 $ 3,614 7.1% $ 0.0% - HOUSEHOLD HAZARDOUS WASTE $ 33,000 $ - $ 33,000 $ 36,243 $ 3,243 9.8% $ 0.0% - NPDES FEES $ 260,000 $ - $ 260,000 $ 270,308 $ 10,308 4.0% $ 0.0% - RDA PASS THRU PAYMENTS $ 205,000 $ - $ 205,000 $ 379,916 $ 174,916 85.3% $ 0.0% - TAXES - TOTAL $ 18,448,515 $ 1,295,000 $ 19,743,515 $ 19,922,560 $ 179,045 0.9% 1,295,000 $ 7.0% BUSINESS REGISTRATION $ 255,000 $ 45,000 $ 300,000 $ 275,215 $ (24,785) -8.3% $ 45,000 17.6% BUILDING PERMITS $ 332,000 $ 150,000 $ 482,000 $ 514,149 $ 32,149 6.7% 150,000 $ 45.2% OTHER PERMITS $ 35,350 $ - $ 35,350 $ 40,059 $ 13.3% 4,709 $ 0.0% - LICENSES & PERMITS - TOTAL $ 622,350 $ 195,000 $ 817,350 $ 829,423 $ 12,073 1.5% 195,000 $ 31.3% CVC FINES $ 65,000 $ - $ 65,000 $ 100,024 $ 35,024 53.9% $ 0.0% - ADMIN CITATIONS $ 20,000 $ - $ 20,000 $ 59,155 $ 195.8% 39,155 $ 0.0% - PARKING CITATIONS $ 110,000 $ 7,939 $ 117,939 $ 178,024 $ 60,084 50.9% $ 7,939 7.2% REDFLEX CITATIONS $ 125,000 $ - $ 125,000 $ 179,726 $ 54,726 43.8% $ 0.0% - FALSE ALARM FINES $ 200 $ - $ 200 $ - $ (200) -100.0% $ - 0.0% FINES & PENALTIES - TOTAL $ 320,200 $ 7,939 $ 328,139 $ 516,928 $ 188,789 57.5% $ 7,939 2.5% INTEREST EARNINGS $ 249,900 $ 280,000 $ 529,900 $ 553,027 $ 23,127 4.4% 280,000 $ 112.0% GAIN/LOSS ON FMV OF ASSET $ - $ - $ - $ 413,439 $ 413,439 100.0% $ - - PROPERTY RENTAL $ 75,575 $ - $ 75,575 $ 96,100 $ 20,525 27.2% $ 0.0% - SALE OF PERSONAL PROPERTY $ - $ - $ - $ - $ - 100.0% $ - - USE OF MONEY & PROPERTY - TOTAL $ 325,475 $ 280,000 $ 605,475 $ 1,062,565 $ 457,090 75.5% 280,000 $ 86.0%
MOTOR VEHICLE IN LIEU $ 2,180,000 $ 140,000 $ 2,320,000 $ 2,320,937 $ 0.0% 140,000 937 $ 6.4% STATE HOE $ 49,000 $ - $ 49,000 $ 47,109 $ (1,891) -3.9% $ 0.0% - OFF TRACK BETTING $ 11,000 $ - $ 11,000 $ 10,370 $ (630) -5.7% $ 0.0% - PALOMAR COLLGE REIMB $ 7,350 $ - $ 7,350 $ 7,938 $ 8.0% 588 $ 0.0% - FIRE REV FM OTHER AGENCES $ 10,000 $ - $ 10,000 $ 10,131 $ 1.3% 131 $ 0.0% - TOWING FEE CREDIT $ 2,500 $ - $ 2,500 $ 2,084 $ (416) -16.6% $ 0.0% - STATE GRANTS $ - $ - $ - $ 11,125 $ #D 11,125 IV/0! $ - - MISCELLANEOUS - INTERGOV $ 20,000 $ 70,000 $ 90,000 $ 152,545 $ 62,545 69.5% $ 350.0% 70,000 INTERGOVERNMENTAL REVENUE - TOTAL $ 2,279,850 $ 210,000 $ 2,489,850 $ 2,562,240 $ 72,390 2.9% 210,000 $ 9.2% PLANNING & ZONING FEES $ 241,000 $ - $ 241,000 $ 343,473 $ 102,473 42.5% $ 0.0% - BUILDING PLAN CHECK FEES $ 320,000 $ - $ 320,000 $ 459,851 $ 139,851 43.7% $ 0.0% - PUBLIC FACILITIES FEES $ 70,000 $ - $ 70,000 $ 119,936 $ 49,936 71.3% $ 0.0% - ENGINEERING FEES $ 162,000 $ - $ 162,000 $ 181,130 $ 19,130 11.8% $ 0.0% - FIRE FEES $ 33,000 $ - $ 33,000 $ 75,736 $ 129.5% 42,736 $ 0.0% - MISC. SERVICE CHARGES $ 3,000 $ - $ 3,000 $ 225 $ 100.0% (2,775) $ 0.0% - SERVICE CHARGES - TOTAL $ 829,000 $ - $ 829,000 $ 1,180,350 $ 351,350 42.4% $ 0.0% - GRANTS & DONATIONS $ 20,000 $ - $ 20,000 $ 15,000 $ -25.0% (5,000) $ 0.0% - MISCELLANEOUS REVENUE $ 20,000 $ - $ 20,000 $ 22,268 $ 11.3% 2,268 $ 0.0% - WORKERS COMPENSATION $ 20,000 $ - $ 20,000 $ - $ (20,000) -100.0% $ 0.0% - ADMINISTRATIVE CHARGES $ 1,230,967 $ (332,909) $ 898,058 $ 898,058 $ 0 0.0% (332,909) $ -27.0% REIMBURSED COSTS $ 148,875 $ 35,000 $ 183,875 $ 199,202 $ 15,327 8.3% $ 35,000 23.5% OTHER REVENUES - TOTAL $ 1,439,842 $ (297,909) $ 1,141,933 $ 1,134,528 $ (7,405) -0.6% (297,909) $ -20.7% TRANSFERS IN $ - $ 4,938 $ 4,938 $ 4,938 $ - 0.0% $ - 4,938 TRANSFERS IN - TOTAL $ - $ 4,938 $ 4,938 $ 4,938 $ - 0.0% $ - 4,938 TOTAL GENERAL FUND REVENUES $ 24,265,232 $ 1,694,968 $ 25,960,200 $ 27,213,532 $ 1,253,332 4.8% $ 1,694,968 7.0% Variance Original to
Revised
2025 Original
Budget Transfers/ Adj 2025 Revised Budget 2025 Actual Variance Actual to Revised 1 Attachment 2

GENERAL FUND REVENUES
FY 25
Description $ % $%
Variance Original to
Revised
2025 Original
Budget Transfers/ Adj 2025 Revised Budget 2025 Actual Variance Actual to Revised

MEASURE S REVENUES
SALES & USE TAX 4,488,000 $ 300,000 $ 4,788,000 $ 4,868,263 $ $ 1.7% 300,000 80,263 $ 6.7% TAXES - TOTAL $ 300,000 4,488,000 $ 4,788,000 $ 4,868,263 $ $ 1.7% 300,000 80,263 $ 6.7% INTEREST EARNINGS - $ 17,800 $ 17,800 $ 39,731 $ $ 100.0% 17,800 21,931 $ - GAIN/LOSS ON FMV OF ASSET - $ - $ - $ 31,929 $ $ 100.0% - 31,929 $ - USE OF MONEY & PROPERTY - TOTAL $ 17,800 - $ 17,800 $ 71,660 $ $ 100.0% 17,800 53,860 $ -
TOTAL MEASURE S REVENUES $ 317,800 4,488,000 $ 4,805,800 $ 4,939,923 $ $ 2.8% 317,800 134,123 $ 7.1% 2 ATTACHMENT 3
GENERAL FUND EXP, BY FUNCTION FY25
$% $ %

GENERAL GOVERNMENT
CITY COUNCIL 357,502 33,075 390,577 383,882 - 6,695 1.7% 33,075 9.3% CITY CLERK 705,943 -30,000 675,943 563,767 - 112,176 16.6% (30,000) -4.2% CITY MANAGER 695,974 43,219 739,193 631,319 - 107,874 14.6% 43,219 6.2%CITY ATTORNEY 535,066 0 535,066 381,582 - 153,484 28.7% - 0.0% FINANCE 1,357,998 48,079 1,406,077 1,302,106 - 103,970 7.4% 48,079 3.5% SUPPORT SERVICES 41,784 0 41,784 36,365 - 5,419 13.0% - 0.0% HUMAN RESOURCES 680,080 -42,400 637,680 519,351 - 118,329 18.6% (42,400) -6.2% INFORMATION SERVICES 742,608 10,813 753,421 667,605 - 85,816 11.4% 10,813 1.5% TOTAL GENERAL GOVERNMENT 5,116,955 62,785 5,179,740 4,485,978 - 693,762 13.4% 62,785 1.2%

COMMUNITY DEVELOPMENT
PLANNING 1,073,867 122,965 1,196,832 1,032,960 - 163,872 13.7% 122,965 11.5%BUILDING SERVICES 548,808 150,000 698,808 658,245 - 40,563 5.8% 150,000 27.3% CODE/PARKING COMPLIANCE 306,105 34,845 340,950 315,782 - 25,168 7.4% 34,845 11.4% TOTAL COMMUNITY DEVELOPMENT 1,928,780 307,810 2,236,590 2,006,987 - 229,604 10.3% 307,810 16.0%

PUBLIC SAFETY
LAW ENFORCEMENT 4,962,454 15,000 4,977,454 4,986,252 - (8,798) -0.2% 15,000 0.3% FIRE DEPARTMENT 6,290,591 241,255 6,531,846 6,387,212 - 144,634 2.2% 241,255 3.8%ANIMAL CONTROL 94,000 4,236 98,236 94,366 - 3,870 3.9% 4,236 4.5%CIVIL DEFENSE 34,750 2,630 37,380 36,344 - 1,036 2.8% 2,630 7.6% MARINE SAFETY 1,235,710 171,778 1,407,488 1,412,495 - (5,007) -0.4% 171,778 13.9% SHORELINE PROTECTION 1,200 - 1,200 - - 1,200 100.0% - 0.0% TOTAL PUBLIC SAFETY 12,618,705 434,899 13,053,604 12,916,670 - 136,934 1.0% 434,899 3.4%

PUBLIC WORKS
ENGINEERING 657,419 129,886 787,305 696,587 - 90,718 11.5% 129,886 19.8% ENVIRONMENTAL SERVICES 549,469 42,632 592,101 522,185 - 69,916 11.8% 42,632 7.8%STREET MAINTENANCE 742,528 73,284 815,812 737,152 - 78,660 9.6% 73,284 9.9%TRAFFIC SAFETY 536,548 5,000 541,548 457,039 - 84,509 15.6% 5,000 0.9% STREET CLEANING 119,500 7,800 127,300 101,731 - 25,569 20.1% 7,800 6.5%PARK MAINTENANCE 501,234 44,799 546,033 525,414 - 20,619 3.8% 44,799 8.9% PUBLIC FACILITIES 428,670 114,433 543,103 510,979 - 32,124 5.9% 114,433 26.7% TOTAL PUBLIC WORKS 3,535,368 417,834 3,953,202 3,551,086 - 402,116 10.2% 417,834 11.8%

COMMUNITY SERVICES
COMMUNITY SERVICES 185,049 44,814 229,863 202,169 - 27,694 12.0% 44,814 24.2% RECREATION 692,141 90,890 783,031 770,872 - 12,159 1.6% 90,890 13.1% TOTAL COMMUNITY SERVICES 877,190 135,704 1,012,894 973,041 - 39,853 3.9% 135,704 15.5% TRANSFERS OUT - 419,054 419,054 419,054 - - 0.0% 419,054 - TOTAL GF EXPENDITURES 24,076,998 1,778,087 25,855,085 24,352,816 - 1,502,269 38.8% 1,778,087 7.4% Variance Original to Revised
Budget 2025 Original Budget Xfers/Adj 2025 Revised Budget 2025 Actual 2025 Encumbered Variance Actuals to Revised
Budget
1 Attachment 3
ATTACHMENT 3
GENERAL FUND EXP, BY FUNCTION FY25
$% $ %
Variance Original to Revised
Budget 2025 Original Budget Xfers/Adj 2025 Revised Budget 2025 Actual 2025 Encumbered Variance Actuals to Revised
Budget

MEASURE S EXPENDITURES
GENERAL GOVERNMENT - 42,800 42,800 28,654 11,662 2,484 5.8% 42,800 - PUBLIC WORKS 390,000 418,950 808,950 418,950 390,000 - 0.0% 418,950 107.4%TRANSFERS OUT 1,046,400 1,326,271 2,372,671 2,372,671 - - 0.0% 1,326,271 126.7% TOTAL MEASURE S EXPENDITURES 1,436,400 1,788,021 3,224,421 2,820,275 401,662 48,337 2.6% 1,788,021 124.5% TOTAL GF & MEASURE S EXPENDITURES 25,513,398 3,566,107 29,079,505 27,173,091 401,662 1,550,606 2.6% 3,566,107 14.0% 2 ATTACHMENT 4
GENERAL FUND EXP, BY OBJECT FY 2025
$ % $%
REGULAR SALARIES 6,481,811 124,957 6,606,768 6,511,603 - 95,165 1.4% 124,957 1.9% PART-TIME & TEMPS 478,200 235,355 713,555 672,933 - 40,622 5.7% 235,355 49.2% OVERTIME 791,845 118,306 910,151 891,751 - 18,400 2.0% 118,306 14.9% SPECIAL PAY 130,898 51,114 182,012 180,228 - 1,784 1.0% 51,114 39.0% PART TIME/TEMP:NON-SALARY - 43,730 43,730 42,736 - 994 2.3% 43,730 - RETIREMENT 992,595 (44,190) 948,405 888,513 - 59,892 6.3% (44,190) -4.5% RETIREMENT-UAL PAYMENT 1,026,486 146,019 1,172,505 1,172,503 - 0.0% 146,019 2 14.2% MEDICARE 125,788 (2,665) 123,123 111,636 - 11,487 9.3% (2,665) -2.1% SOCIAL SECURITY 31,393 3,448 34,841 28,691 - 6,150 17.7% 3,448 11.0% HEALTH INSURANCE 1,291,369 (65,551) 1,225,818 1,031,582 - 194,236 15.8% (65,551) -5.1% LT DISABILITY INSURANCE 24,918 (2,983) 21,935 11,553 - 10,382 47.3% (2,983) -12.0% LIFE INSURANCE 18,347 (533) 17,814 13,135 - 4,679 26.3% (533) -2.9% RHSA % BENEFIT 42,566 (42,566) - - - - 100.0% (42,566) -100.0% CITY CONTRB FF TRUST - 42,566 42,566 40,541 - 2,025 4.8% 42,566 - 2% DEFERRED COMP 457 79,141 10,110 89,251 60,157 - 29,094 32.6% 10,110 12.8%UNEMPLOYMENT INSURANCE 20,000 (336) 19,664 6,342 - 13,322 67.7% (336) -1.7% AUTO ALLOWANCE 43,703 2,141 45,844 45,485 - 359 0.8% 2,141 4.9% UNIFORM ALLOWANCE 3,000 417 3,417 3,416 - 0.0% 1 417 13.9% RIDESHARE 4,000 2,169 6,169 6,169 - - 0.0% 2,169 54.2%
TOTAL SALARIES & BENEFITS 11,586,060 621,507 12,207,567 11,718,974 - 488,593 4.0% 621,507 5.4% TRAVEL-MEETINGS 55,970 3,858 59,828 33,182 - 26,646 44.5% 3,858 6.9% TRAINING 48,000 661 48,661 37,207 - 11,454 23.5% 661 1.4% MEMBERSHIPS/DUE 128,620 741 129,361 122,713 - 6,648 5.1% 741 0.6% CLOTHING 63,900 7,655 71,555 69,744 - 1,811 2.5% 7,655 12.0% TUITION REIMBURSEMENT 10,000 735 10,735 10,733 - 0.0% 2 735 7.4% PRE-EMPLOYMENT 13,800 10,000 23,800 23,337 - 463 1.9% 10,000 72.5% RECRUITMENT 20,750 (10,000) 10,750 2,775 - 7,975 74.2% (10,000) -48.2% FIRE PREVENTION PROGRAM 9,200 2,511 11,711 11,711 - - 0.0% 2,511 27.3% ELECTIONS 65,000 (60,000) 5,000 3,124 - 1,876 37.5% (60,000) -92.3% OFFICE SUPPLIES 14,460 2,411 16,871 13,299 - 3,572 21.2% 2,411 16.7% POSTAGE 8,400 - 8,400 6,167 - 2,233 26.6% - 0.0%
BOOKS/SUB/PRINT 62,870 1,612 64,482 47,168 - 17,314 26.9% 1,612 2.6% MINOR EQUIPMENT(UNDER $5K) 60,950 (1,012) 59,938 44,144 - 15,794 26.4% (1,012) -1.7% EQUIPMENT (OVER $5K) - 5,164 5,164 5,164 - - 0.0% 5,164 - SPECIAL DEPT SUPPLIES 156,150 10,245 166,395 135,633 - 30,761 18.5% 10,245 6.6% SMALL TOOLS 1,700 256 1,956 1,868 - 4.5% 88 256 15.0%
VEHICLE OPERATING SUPPLIE 57,700 2,817 60,517 56,629 - 3,888 6.4% 2,817 4.9% VEHICLE MAINTENANCE 119,700 (329) 119,371 102,699 - 16,672 14.0% (329) -0.3% ADVERTISING 18,050 9,614 27,664 24,023 - 3,641 13.2% 9,614 53.3% COMMUNICATIONS 132,800 37,484 170,284 151,288 - 18,996 11.2% 37,484 28.2%UTILITIES - ELECTRIC 139,800 34,425 174,225 172,004 - 2,221 1.3% 34,425 24.6% RENTS/LEASES 29,284 1,840 31,124 25,299 - 5,825 18.7% 1,840 6.3% MAINT OF BUILDING/GROUNDS 442,870 18,875 461,745 444,999 - 16,746 3.6% 18,875 4.3% UTILITIES - WATER 65,800 13,533 79,333 76,212 - 3,121 3.9% 13,533 20.6% MILEAGE 3,760 (803) 2,957 944 - 2,013 68.1% (803) -21.4% Variance Actual to Revised Variance Original to Revised 2025 Original Budget Transfers/ Adj 2025 Revised Budget 2025 Actual 2025 POs 1 Attachment 4
ATTACHMENT 4
GENERAL FUND EXP, BY OBJECT FY 2025
$ % $%
Variance Actual to Revised Variance Original to Revised 2025 Original Budget Transfers/ Adj 2025 Revised Budget 2025 Actual 2025 POs PROFESSIONAL SERVICES 8,322,575 614,718 8,937,293 8,222,351 - 714,942 8.0% 614,718 7.4% MAINTENANCE OF EQUIPMENT 199,024 (975) 198,049 154,618 - 43,430 21.9% (975) -0.5%CONTRIBUTION TO AGENCIES 91,050 24,862 115,912 112,410 - 3,502 3.0% 24,862 27.3% COMMUNITY TV PRODUCTION 73,900 - 73,900 46,733 - 27,167 36.8% - 0.0% SPECIAL EVENTS 30,300 2,320 32,620 27,434 - 5,186 15.9% 2,320 7.7% CONTINGENCY 37,500 (37,500) - - - - - (37,500) -100.0%
OTHER CHARGES 200,755 18,869 219,624 217,309 - 2,316 1.1% 18,869 9.4% PUBLIC ART EXPENDITURES 6,000 22,939 28,939 11,569 - 17,370 60.0% 22,939 382.3%

TOTAL MATERIALS, SUPPLIES &

PROFESSIONAL SERVICES
10,690,638 737,526 11,428,164 10,414,488 - 1,013,676 8.9% 737,526 6.9% TRANSFERS OUT - 419,054 419,054 419,054 - - 0.0% 419,054 - INTRNL CHRGS - CLAIMS 648,100 - 648,100 648,100 - - 0.0% - 0.0% INTRNL CHRGS - WRKRS COMP 499,700 - 499,700 499,700 - - 0.0% - 0.0% ASSET REPLACEMENT CHRGS 122,500 - 122,500 122,500 - - 0.0% - 0.0% 700 STEVENS 445,700 - 445,700 445,700 - - 0.0% - 0.0%
PARS OPEB CHARGES 84,300 - 84,300 84,300 - - 0.0% - 0.0%

TOTAL CAPITAL, DEBT, & INTERNAL SVS

CHARGES
1,800,300 419,054 2,219,354 2,219,354 - - 0.0% 419,054 23.3% TOTAL GF EXPENDITURES 24,076,998 1,778,087 25,855,085 24,352,816 - 1,502,269 5.8% 1,778,087 7.4% -

MEASURE S EXPENDITURES
PROFESSIONAL SERVICES - 41,624 41,624 27,478 11,662 2,484 6.0% 41,624 - OTHER CHARGES - 1,176 1,176 1,176 - 1,176 -CONSTRUCTION 390,000 418,950 808,950 418,950 390,000 - 0.0% 418,950 107.4% TRANSFERS OUT - ASSET REPLACEMENT 1,046,400 796,271 1,842,671 1,842,671 - 796,271 76.1% TRANSFERS OUT - CIP - 530,000 530,000 530,000 - - 0.0% 530,000 - TOTAL MEASURE S EXP. 1,436,400 1,788,021 3,224,421 2,820,275 401,662 2,484 0.1% 1,788,021 124.5% 2 Att 5: Measure S Fund
FY23 Actuals FY24 Actuals FY25 Actuals FY26 Budget FY27 Budget Admin Costs $ 4,772 $ 11,663 $ 28,654 $ 37,284 $ 25,640 Professional Services - CIP $ - $ - $ - $ 25,301 $ -
Fletcher Cove Ramp Geotechnical - - - 25,301 -
Design $ - $ - $ - $ 400,000 $ 300,000
Marine Safety Building Add'l Design - - - 400,000 300,000 Construction $ - $ 667,790 $ 418,950 $ 1,450,725 $ 1,190,000 La Colonia TOT LOT - 667,790 6,210 - -
Fletcher Cove Ramp Project - - - 210,725 -
Cliff Street Pedestrian Bridge Repairs - - - 200,000 -
Rosa Street Pedestrian Bridge Repairs - - - 125,000 -
Storm Drain Improvements - - - 300,000 300,000
Annual Pavement Program - - 390,000 475,000 390,000
Fletcher Cove Concrete Repair - - - 140,000 -
La Colonia Park Building & Courtyard
Improvements - - - - 500,000
Highland Drive Project - - 22,739 - -
Transfers to CIP Fund $ - $ 3,000,000 $ 530,000 $ 500,000 $ 500,000 Annual Pavement Program Project - 500,000 - - -
Highland Drive Median Project - - 80,000 - -
Lomas Santa Fe Project - 1,000,000 - - -
Marine Safety Building Project - 1,000,000 - 500,000 500,000 Santa Helena Neighborhood Trail - - 450,000 - -
Storm Water Improvements Project - 500,000 - - -
Transfers to Asset Replacement Fund $ - $ 733,400 $ 1,842,671 $ 392,316 $ 749,295 Fire Engine Replacement - - 313,400 313,000 634,295
Fire Truck Replacement - 733,400 1,466,000 - -
Marine Safety Radios - - - 79,316 -
Marine Safety Truck, upfitting - - - - 94,000
Marine Safety UTV, upfitting - - - - 21,000
Parks/Rec EV Truck - - 63,271 - -
Transfers to Other Funds $ - $ - $ - $ 86,306 $ 72,558
CRT Funding (Xfer to CRT Fund) - - - 86,306 72,558
TOTAL MEASURE S EXPENDITURES $ 4,772 $ 4,412,853 $ 2,820,275 $ 2,891,932 $ 2,837,493 TOTAL MEASURE S REVENUES $ 1,196,851 $ 5,085,351 $ 4,939,923 $ 5,088,121 $ 5,164,772 Revenues over/(under) Expenditures $ 1,192,079 $ 672,499 $ 2,119,648 $ 2,196,189 $ 2,327,279 Beginning Fund Balance $ - $ 1,192,079 $ 1,864,578 $ 3,984,226 $ 6,180,415 Projected Ending Fund Balance $ 1,192,079 $ 1,864,578 $ 3,984,226 $ 6,180,415 $ 8,507,694 1 Attachment 5
COUNCIL ACTION:
______________________________________________________________________ ______________________________________________________________________ AGENDA ITEM # C.2.

STAFF REPORT

CITY OF SOLANA BEACH
TO: Honorable Mayor and City Councilmembers
FROM: Alyssa Muto, City Manager
MEETING DATE: October 22, 2025
ORIGINATING DEPT: Engineering Department
SUBJECT: Project Update on the Lomas Santa Fe–East Improvement Project – Final Design and Extension of PSA with Michael Baker International for Design-Related Construction
Support
BACKGROUND:

The Lomas Santa Fe Corridor is the City’s primary east–west arterial and provides access to schools, parks, the library, transit, and commercial areas. The City has advanced the Lomas Santa Fe–East Improvement Project with design, funding, and agency coordination over several years to prepare the Loma Santa Fe-East Improvement Project for construction. The project will maintain two lanes of travel in both direction, and includes new sidewalks, a multi-use trail, bicycle lanes, landscaped medians, and pedestrian enhancements, including benches, decorative paving of the sidewalks and trash receptacles.

This item is before the City Council to receive input on the final design elements associated with the pedestrian enhancements (benches, decorative paving, and trash receptacles) and the tree palate prior to advertisement for construction bids. This item is also before City Council for consideration of Resolution 2025-115 (Attachment 1), authorizing an amendment to the Professional Services Agreement (PSA) with Michael Baker International, Inc. to update final design plans, provide design-related construction support services, and extend the contract term to align with the construction schedule, in the amount of $230,000, funded by the TIF Fund.

DISCUSSION:

Lomas Santa Fe Drive is a key east–west corridor in the City, connecting neighborhoods to schools, parks, the train station, and the Cedros commercial district. The Lomas Santa October 22, 2025
Lomas Santa Fe-East Improvement Project – Final Design & Construction Support PSA with MBI

Fe Corridor Project is comprised of an east and west project and is designed to improve connectivity, circulation, and access for pedestrians, cyclists, and drivers. The project is identified in the City’s Comprehensive Active Transportation Strategy (CATS) and Safe Routes to School Plan.

The Lomas Santa Fe-East Improvement Project (Santa Helena to Highland Drive) will maintain two lanes of vehicle travel in both directions, and construct a multi-use trail with pedestrian enhancements, buffered bike lanes, ADA-compliant ramps, signal upgrades, crosswalk improvements, street trees, and landscaped medians. These improvements are intended to enhance mobility and safety along the corridor, particularly for students traveling to Skyline Elementary and Earl Warren Middle School. The project will also include modifications to lane widths and signal phasing to support better traffic flow and visibility at key intersections, while still maintaining two travel lanes in both directions.

A community workshop/open house was held in May 2018, and a presentation was made at a City Council meeting in August 2018, to present initial design ideas that included four roundabouts and active transportation improvements. Through public and Council feedback, the project was redesigned to remove all roundabouts and the results of the community workshop were incorporated into the design and shared with the City Council on January 22, 2020. During the May 26, 2021, Council meeting, the City Council approved the final geometric alignment, including direction to extend the Highway 101 Westside Improvement Project theme to Lomas Santa Fe’s streetscape features. While bike racks and bus shelters are not included on the east segment because there is no bus service east of Interstate 5, other elements-such as lighting, waste receptacles, decorative paving and retaining wall treatments are part of the final design. At the October 20, 2021, meeting, Council reviewed options for enhancing the retaining wall between Santa Helena and Via Mil Cumbres and expressed support for a simple decorative treatment, in lieu of a bluff face replica.

In 2022, the City coordinated with Congressman Mike Levin’s office to request a grant for construction funding for the Lomas Santa Fe-East Improvement Project. A federal grant was received in May 2023 in the amount of $7.0 million through the National Infrastructure Investment and Jobs Act. It was determined that the grant award would allow for the construction of the project on the east side of Interstate 5, from Santa Helena to Highland Drive. City Council has also allocated surplus funds to this project to cover anticipated costs that have escalated since the design process concluded.

Because of federal funding, Caltrans serves as the delegated authority for construction authorization. The City received in August 2025 Caltrans Authorization to Proceed with advertising the project for construction bids. The purpose of this item is to receive Council’s input on final design elements associated with the pedestrian enhancements (benches, decorative paving, trash receptacles) and the tree palate, prior to bid advertisement. Staff will incorporate any final Council direction into the plans and specifications before advertising. Staff anticipates returning to Council in early 2026 to award the construction contract.

Michael Baker International Contract Amendment
October 22, 2025
Lomas Santa Fe-East Improvement Project – Final Design & Construction Support PSA with MBI

On February 13, 2019, the City entered into a Professional Services Agreement (PSA) with Michael Baker International, Inc. (MBI) for final design services for the Lomas Santa Fe Corridor Phase III Project. The original contract was authorized under Resolution 2019-011 for an amount not to exceed $684,500 and a term of two years, through February 13, 2021. The scope included development of engineering plans, specifications, and estimates (PS&E) for the full corridor, from Highway 101 to Highland Drive.

MBI has provided engineering design, community engagement, agency coordination, and federal grant compliance support for the Lomas Santa Fe Corridor Project under a Professional Services Agreement originally authorized in February 2019. The agreement has been amended three times to extend the term and increase compensation, reflecting the evolving scope of work and the need to complete final bid documents in coordination with Caltrans. With these amendments, the total contract amount is $873,980, and the current term expired March 22, 2025 (Resolutions 2023-035 and 2024-079).

With Caltrans granting Authorization to Proceed with advertising the project for construction bids, Staff recommends executing a fourth amendment to retain MBI for design-related construction support services, including but not limited to:
• Review of contractor submittals and requests for information (RFI), • Attendance at construction meetings,
• Coordination with City Staff, the construction management consultant and Caltrans, and
• Assistance with design clarifications during construction.

The proposed Amendment No. 4 would increase the PSA amount by $230,000, for a total amount of $1,103,980, and extend the term to December 31, 2027, allowing MBI to remain engaged through the construction phase of the project.

Pursuant to Solana Beach Municipal Code Section 3.08.130.D, the requirement for competitive selection may be waived when it is in the public’s interest. In this case, retaining the existing design team is the most efficient and cost-effective approach. MBI has been involved with the project since 2016, has in-depth knowledge of the design history, and is familiar with Caltrans oversight procedures and federal grant requirements.

Continuing with the same team avoids duplicative efforts, reduces the risk of miscommunication, and allows design-related construction support to begin without delay.

CEQA COMPLIANCE STATEMENT:

A Notice of Exemption/Categorical Exemption for this project was recorded with the County Recorder’s Office in April 2024. This Categorical Exemption found the project exempt from CEQA under section number 15301(c) – Existing Highways and Streets.

Since construction of this project will be partially funded from federal funds, environmental clearance is also required under the National Environmental Policy Act (NEPA). The FHWA has delegated this authority to Caltrans. Caltrans originally approved a Categorical October 22, 2025
Lomas Santa Fe-East Improvement Project – Final Design & Construction Support PSA with MBI

Exclusion under section 23USC 326, 23 CFR 771, activity (c) 3 in April 2024. The NEPA Categorical Exclusion was re-validated by Caltrans in May 2025.

FISCAL IMPACT:

This item is to authorize the City Manager to execute an amendment to the PSA with MBI for design-related construction support, in the amount of $230,000. There is sufficient budget available in the TIF Account (4546510-66610).

The current PSA with MBI is for a total not to exceed amount of $873,980. The amendment would increase the compensation by $230,000, increasing the not-to-exceed amount to $1,103,980 and extending the PSA to December 31, 2027. The additional cost will be covered by TIF funding that has already been allocated.

WORK PLAN:

The Lomas Santa Fe Corridor Project is included as Item II.1 under Transportation and Mobility Priorities in the Fiscal Year 2025/26 Council Work Plan. This staff report updates progress on key objectives, including completion of the federal funding process, amending the PSA with Michael Baker International to provide design-related construction support services, and advertising the project for construction. These steps move the project toward implementation of mobility, access, and safety goals.

OPTIONS:
• Approve Staff recommendation.
• Approve Staff recommendation with modifications.
• Deny Staff recommendation and provide further direction to the City Manager.

CITY STAFFRECOMMENDATION:

Staff recommends that the City Council:

1. Receive this final report and provide additional input and comments as needed on the Lomas Santa Fe-East Improvement Project.

2. Authorize the City Manager to take any actions necessary to advertise the Lomas Santa Fe-East Improvement Project for construction bids.

Staff also recommends that the City Council adopt Resolution 2025-115:

3. Authorizing the City Manager to execute an amendment to the Professional Services Agreement, for an increase of $230,000, with Michael Baker International for the completion of the bid documents and design-related construction support services for the Lomas Santa Fe-East Improvement Project, which would extend from Santa Helena to Highland Drive. The amendment would also extend the term of the agreement so that the new end date is December 31, 2027.

October 22, 2025
Lomas Santa Fe-East Improvement Project – Final Design & Construction Support PSA with MBI

________________________
Alyssa Muto, City Manager
Attachments:

1. Resolution 2025-115

2. Project Preliminary Design Plans (Pre-Bid)
ATTACHMENT 1
RESOLUTION 2025-115

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SOLANA BEACH, CALIFORNIA, APPROVING AN

AMENDMENT TO THE PROFESSIONAL SERVICES

AGREEMENT WITH MICHAEL BAKER INTERNATIONAL

FOR DESIGN-RELATED CONSTRUCTION SUPPORT
WHEREAS, the City has advanced the Lomas Santa Fe–East Improvement Project with design, funding, and agency coordination over several years to prepare the Loma Santa Fe-East Improvement Project for construction. The project includes new sidewalks, a multi-use trail, bicycle lane buffers, landscaping, and pedestrian enhancements; and
WHEREAS, on February 13, 2019, the City entered into a Professional Services Agreement (PSA) with Michael Baker International, Inc. (MBI) for final design services for the Lomas Santa Fe Corridor Phase III Project. The original contract was authorized under Resolution 2019-011 for an amount not to exceed $684,500 and a term of two years, through February 13, 2021 (Attachment 2). The scope included development of engineering plans, specifications, and estimates (PS&E) for the full corridor, from Highway 101 to Highland Drive; and
WHEREAS, three amendments have been executed that extended the term of the agreement and increased the compensation to provide for changes to the scope of work and split the plans and specifications into separate packages for east and west side construction due to construction funding limitations; and WHEREAS, with Caltrans granting the Authorization to Proceed with advertising the project for construction bids, Staff recommends executing a fourth amendment to retain MBI for design-related construction support services including, but not limited to, review of contractor submittals and requests for information, attendance at construction meetings, coordination with City Staff, the construction management consultant and Caltrans and assistance with design clarifications during construction; and WHEREAS, the proposed Amendment No. 4 would increase the PSA amount by $230,000, for a total amount of $1,103,980, and extend the term to December 31, 2027, allowing MBI to remain engaged through the construction phase of the project; and WHEREAS, pursuant to Solana Beach Municipal Code Section 3.08.130.D, the requirement for competitive selection may be waived when it is in the public’s interest. In this case, retaining the existing design team is the most efficient and cost-effective approach. MBI has been involved with the project since 2016, has in-depth knowledge of the design history, and is familiar with Caltrans oversight procedures and federal grant requirements. Continuing with the same team avoids duplicative efforts, reduces the risk Resolution 2025-115
Lomas Santa Fe-East Improvement Project – Final Design & Construction Support PSA with MBI

of miscommunication, and allows design-related construction support to begin without delay.

NOW, THEREFORE, the City Council of the City of Solana Beach, California, does resolve as follows:

1. That the foregoing recitations are true and correct.

2. Authorize the City Manager to advertise the Lomas Santa Fe-East Improvement Project for construction bids.

3. That the City Council authorizes the City Manager to execute an amendment to the Professional Services Agreement, for an increase of $230,000, with Michael Baker International for the completion of the bid documents and design-related construction support services for the Lomas Santa Fe-East Improvement Project, which would extend from Santa Helena to Highland Drive. The amendment would also extend the term of the agreement so that the new end date is December 31, 2027.

PASSED AND ADOPTED this 22nd day of October 2025, at a regularly scheduled meeting of the City Council of the City of Solana Beach, California by the following vote:

AYES: Councilmembers –
NOES: Councilmembers –
ABSENT: Councilmembers –
ABSTAIN: Councilmembers –
______________________________
LESA HEEBNER, Mayor
APPROVED AS TO FORM: ATTEST:
________________________________ ______________________________ JOHANNA N. CANLAS, City Attorney ANGELA IVEY, City Clerk CG-3185 LOMAS SANTA FE CORRIDOR LOMAS SANTA FE CORRIDOR EAST IMPROVEMENTS FEDERAL AID NO. CPFCDSL-5445(008) CITY OF SOLANA BEACH BID NO. 2025-01 STANDARD REQUIREMENTS 1 . ALL WORK, UNLESS OTHERWISE SPECIFIED, SHAU. BE DONE IN ACCORDANCE WITH THE LATEST EDmON AND SUPPLEMENTS OF THE "STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION", SAN DIEGO REGIONAL STANDARD DRAWINGS AND CITY OF SOLANA BEACH ENGINEERING CONSTRUCTION STANDARDS. 2. WORK ZONE TRAFFIC CONTROLS THROUGHOUT PERMIT CONSTRUCTION SHAU. CONFORM TO THE LATEST CALIFORNIA DEPARlMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES". 3. BEFORE WORK ON ANY SEWER LINE BEGINS, A PERMIT MUST BE ISSUED BY THE SOLANA BEACH ENGINEERING DEPARlMENT. FOR INFORMATION ON SEWER PERMITS, PL.EASE CALL (858) 720-2470. 4. PARKING RESTRICTIONS, AS APPROVED BY CITY ENGINEER, SHAU. REQUIRE A MINIMUM OF 48 HOURS NOTICE, EXCLUDING HOLIDAYS AND WEEKENDS. 5. TRAFFIC LANE RESTRICTIONS AND DETOURS MAY OCCUR ONLY BETWEEN THE HOURS OF 9:00 A.M. AND 3:00 P.M., AND ARE SUBJECT TO REVIEW OF THE CITY ENGINEER. EXCAVATIONS SHAU. BE BACKFILLED OR OTHER ADEQUATE MEANS PROVIDED TO MAINTAIN EXISTING TRAFFIC LANES OTHER THAN DURING THESE HOURS. 6. ONE LANE OF TRAFFIC IN EACH DIRECTION SHAU. BE MAINTAINED AT ALL TIMES ON ALL MAJOR AND SECONDARY HIGHWAYS. 7. A MINIMUM 4' WIDE PEDESTRIAN WAIJf.WAY, CL.EAR OF ANY OBSTRUCTION SHAU. BE MAINTAINED WHEREVER SIDEWALKS EXISTS AND MUST BE MAINTAINED WITH SAFETY FENCING OR BARRIER SEPARATION FROM ADJACENT EXCAVATION WHEN LEFT UNMANNED. 8. ANY DAMAGE TO TRAFFIC CONTROL EQUIPMENT, TRAFFIC STRIPING OR RAISED PAVEMENT MARKERS SHAU. BE THE CONTRACTOR'S RESPONSIBILITY AND SHAU. BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE INSPECTOR. THE REPLACEMENT OF DAMAGED TRAFFIC EQUIPMENT, STRIPING OR RAISED PAVEMENT MARKERS SHAU. BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE DONE AS SOON AS PRACTICAL AFTER COMPLETION OF WORK. 9. A.C. PAVEMENT SHAU. BE COLD MILLED BEYOND THE EDGE OF THE TRENCH PER SDRSD G-24A & B. CONCRETE SECTIONS TO BE REPLACED SCORELINE TO SCORELINE. 10. PERMANENT PAVEMENT REPAIRS SHAU. BE MADE WITHIN 25 DAYS AFTER EXCAVATION WORK IS COMPLETED. INSPECTOR'S APPROVAL IS REQUIRED BEFORE PERMANENT REPAIRS ARE MADE. 11. WHEN PERMITTEE TUNNELS UNDER EXISTING CURBS, GUTTERS AND SIDEWALKS, THE EXCAVATED TRENCH SHAU. BE BACKFILLED WITH CEMENT GROUT AS PRESCRIBED IN THE STANDARD SPECIFICATIONS. 12. WHEN COMPACTION IESIS ARE REQUIRED, ALL COSTS ARE TO BE BORNE BY THE PERMITTEE. 13. A ONE-SACK CEMENT AND SLURRY MIXTURE MAY BE REQUIRED FOR COMPACTION WHERE EXCAVATION INTERFERES WITH TRAFFIC FLOW OR WHERE WORK IS WITHIN THE ROADWAY PORTION OF AN INSPECTION. 14. TREE TRUNKS SHAU. BE cur TO WITHIN 4• OF CURB HEIGHT AND SAID TRUNK AND ALL ROOTS SHALL BE GROUND TO A DEPTH OF 18" BELOW GRADE BY A MECHANICAL STUMP GRINDER TO THE SATISFACTION OF THE PUBLIC WORKS SUPERINTENDENT. ALL WOOD CHIPS SHAU. BE REMOVED AND THE HOLE FILLED AND COMPACTED WITH TOPSOIL GENERAL NOTES 1. A PERMIT SHAU. BE OBTAINED FROM THE CllY OF SOLANA BEACH ENGINEERING DEPARlMENT FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 2. THE STRUCTURAL SECTION SHAU. BE APPROVED BY THE CITY OF SOLANA BEACH AND AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTIUllES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACIUllES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER, WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. LOCATIONS AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACIUllES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHAU. NOTIFY DIG ALERT AT 811 PRIOR TO STARTING WORK AND SHAU. COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 8. NO PAVING SHAU. BE DONE UNTIL EXISTING POWER POL.ES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 9. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY ENGINEER'S SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS (IF APPLICABLE). 10. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE-CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. 11. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES AND ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 12. POWER SOURCES AND RUNS SERVING STREETLIGHTS SHALL BE SHOWN ON THE "AS-BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHAU. BE LOCATED WITHIN THE DEDICATED RIGHT OF WAY OR WITHIN EASEMENT DEDICATED TO THE CITY OF SOLANA BEACH. TRANSFER OF RESPONSIBILITY IF RESPONSIBLE PROFESSIONALS (CML ENGINEER, SOIL ENGINEER, ENGINEERING GEOLOGIST, THE TESTING AGENCY, THE CONTRACTOR OR OTHER PROFESSIONAL) OF RECORD ARE CHANGED DURING THE COURSE OF THE WORK, THE WORK SHALL BE STOPPED UNTIL: 1. THE OWNER SUBMITS A LETTER OF NOTIFICATION VERIFYING THE CHANGE OF THE RESPONSIBLE PROFESSIONAL; AND 2. THE NEW RESPONSIBLE PROFESSIONAL SUBMITS IN WRmNG THAT HE/SHE HAS REVIEWED ALL PRIOR REPORTS AND/OR PLANS (SPECIFIED BY DATE AND 1lTLE) AND WORK PERFORMED BY THE PRIOR RESPONSIBLE PROFESSIONAL AND THAT HE/SHE ASSUMES ALL RESPONSIBILITY WITHIN HIS PURVIEW AS OF THE SPECIFIED DATE. ALL EXCEPTIONS MUST BE JUSTIFIED TO THE SATISFACTION OF THE CITY ENGINEER. WHERE CL.EARLY INDICATED THAT THE FIRM, NOT AN INDMDUAL PROFESSIONAL IS THE CONTRACTING PARlY, THE DESIGNATED PROFESSIONAL MAY BE REASSIGNED AND ANOTHER PROFESSIONAL OF COMPARABLE ACCREDITATION WITHIN THE FIRM MAY ASSUME RESPONSIBILITY. 3. THE NEW RESPONSIBLE PROFESSIONAL PROCESSING A REVISION TO THE APPROVED PLANS SHAU. INCLUDE BUBBLING our THE REVISION AND SIGNING THE PLANS AT THE REQUIRED LOCATIONS. THE "DECLARATION OF (PROFESSIONAL 1lTLE) OF WORK" ON THE PLANS SHALL ALSO BE INCLUDED AND SIGNED IN THE EVENT OF A CHANGE OF PROFESSIONAL AS-BUILT UPON COMPLETION, AND PRIOR TO REL.EASING THE SECURmES, THE ENGINEER OF WORK SHAU. "AS-BUILT" THE ORIGINAL MYLAR PLANS. INmALLY, lWO COPIES OF RED-LINED PLANS SHOWING ALL AS-BUILT INFORMATION, INCLUDING ALL NEW UNDERGROUND FACIUllES (MAIN LINES, SERVICES AND LATERALS), IS TO BE SUBMITTED TO THE ENGINEERING DEPARTMENT. WHEN THE RED-LINES ARE APPROVED, THE ORIGINAL MYLAR PLANS WILL BE CHECKED our TO THE ENGINEER. THE ENGINEER SHALL MAKE THE CHANGES, SIGN EACH SHEET UNDER "AS-BUILT", AND RETURN ORIGINAL MYLARS TO THE CITY. ENGINEER OF WORK AS-BUILT CERTIFICATE THE INFORMATION SHOWN IS BASED ON AN ACTUAL FIELD SURVEY OF THE IMPROVEMENTS BETWEEN THE DATES OF ______ AND ------· TO THE BEST OF MY KNOWLEDGE AND EXPERIENCE THE SURVEY AND THESE PLANS PROVIDE AN ACCURATE AND CORRECT REPRESENTATION OF THE AS-BUILT CONDmONS. SIGNED _________ _ DATE ____ _ R.C.E. NO. ________ _ EXP. ____ _ CONTRACTOR'S NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICE, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDmON DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERlY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF SOLANA BEACH HARMLESS FORM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF CITY OF SOLANA BEACH PROFESSIONAL LIST OF ABBREVIATIONS AB AB AC ACP ADV ARV APS BC BCR BFP BK BLVD BP C CAB CAV C&G CL CMP CR DI DIP DLC DWG EA EC ECR EVAULT EVP EX F FH FL FLG FO FS G GV GB HDPE HORIZ HP IRR IVC IE LF LT AGGREGATE BASE ABANDON (TRAFFIC SHEETS ONLY) ASPHALT CONCRETE ASBESTOS CEMENT PIPE ADVANCE AIR REL.EASE VALVE AND ENCLOSURE ACCESSIBLE PEDESTRIAN SIGNAL BEGIN CURVE BEGIN CURB RETURN BACK FLOW PREVENTER BIKE BOULEVARD BOTTOM OF PIPE CONDUIT CRUSHED AGGREGATE BASE SEWAGE COMBINATION AIR VALVE CURB & GUTTER CENTERLINE CORRUGATED METAL PIPE CROWN DUCTILE IRON DUCTILE IRON PIPE DETECTOR LOOP CABLE DRAWING EACH END CURVE END CURB RETURN ELECTRIC VAULT EMERGENCY VEHICLE PREEMPTION EXISTING FUEL FIRE HYDRANT FLOW LINE FLANGE FIBER OPTIC FINISH SURFACE GAS/ GROUND GAS VALVE GRADE BREAK HIGH DENSITY POLYETHYUNE HORIZONTAL HIGH POINT / HIGH PRESSURED IRRIGATION IRRIGATION VALVE COVER INVERT ELEVATION LINEAR FEET LEFT MH MIN MJ NO NTS PB PCC POC PRC PROP PT PVC RCP RMC RRFB RT RTU RW R/W SC SD SDMN SDRSD SF SFM SM SMH SNS STA STD STP SWK TC TP TELE TRANS TS TYP VERT VWD w WC WM WV MANHOLE MINIMUM MECHANICAL JOINT NUMBER NOT TO SCALE PULL BOX POINT OF COMPOUND CURVE POINT OF CONNECTION POINT OF REVERSE CURVE PROPOSED POINT POLYVINYL CHLORIDE PIPE REINFORCED CONCRETE PIPE RIGID METALLIC CONDUIT RECTANGULAR RAPID FLASHING BEACON RIGHT REMOTE TERMINAL UNIT RECYCLED WATER RIGHT-OF-WAY SPLICE NEW TO EXISTING CONDUCTORS STORM DRAIN STORM DRAIN MANHOLE SAN DIEGO REGIONAL STANDARD DRAWINGS SQUARE FEET SEWER FORCEMAIN SURVEY MONUMENT SEWER MANHOLE STREET NAMESIGN STATION STANDARD SHIELDED lWISTED PAIR SIDEWALK TOP OF CURB TOP OF PIPE TELECOM TRANSFORMER TRAFFIC SIGNAL TYPICAL VERTICAL VALLECITOS WATER DISTRICT WATER WATER CONNECTION WATER METER WATER VALVE Cl1Y OF ENCINITAS IL\ ROJECT LOCATION \ VISTA DE~ IIIA 11£ IA YAIJ.E VICINITY MAP SITE ADDRESS EAST OF HWY 1-5: FROM SANTA HELENA TO HIGHLAND DR. SOURCE OF TOPOGRAPHY TOPOGRAPHY PROVIDED BY AEROTECH MAPPING, INC. DATE FLOWN: MAY, 2019 BASIS OF BEARING THE COORDINATES AND BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (EPOCH 1991.35). SAID COORDINATES AND BEARINGS ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING CONTROL POINTS PER RECORD OF SURVEY 18971 (CITY OF SOLANA BEACH SURVEY CONTROL) STATION NORTHING (ft.) GRID EASTING (ft.) GRID 2001 1941484.322 6248585.851 2010 1945083.493 6253573.589 THE BASIS OF BEARINGS IS THE CALCULATED BEARING BETWEEN SAID CONTROL STATIONS 2001 & 2010. I.E. N54' 11 '0B"E COORDINATES SHOWN HEREON ARE GROUND AND IN TERMS OF THE U.S. SURVEY FOOT. CONTROL STATION #130: GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR (0.99996480) STATION NORTHING (ft.) GRID EASTING (ft.) GRID 130 1643648.598 6256070.045 BENCHMARK THE BASIS OF ELEVATIONS FOR THIS SURVEY IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) PER RECORD OF SURVEY 18971 (CITY OF SOLANA BEACH SURVEY CONTROL). BENCHMARK DESIGNATION: #2010 ENC-46:2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF CONCRETE DROP INLET IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF SANTA HELENA AND SANTA ROSITA STREETS. ELEVATION: 170.241 (NAVD88) BOUNDARY NOTES THE BOUNDARY AND ALL DIMENSIONS SHOWN HEREON ARE BASED ON AN UNRECORDED RECORD OF SURVEY AS PREPARED BY MICHAEL BAKER, INC. PER FIELD SURVEY PERFORMED ON APRIL 5TH - APRIL 19TH, 2019. ENGINEER'S NOTE UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRmNG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ENGINEER OF WORK CERTIFICATE I, GEOFFREY H. RETEMEYER 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 THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS AND CITY OF SOLANA BEACH RESOLUTION NO. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF SOLANA BEACH AND ANY OTHER PUBLIC AGENCY IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME OF RESPONSIBIUllES FOR PROJECT DESIGN. SIGNED 2Jlt!t7 DATE 12/2/2024 R.C.E. NO . ..:9.:;05,,.7""7 ________ EXP. 12/31/2025 FIRM MICHAEL BAKER INTERNATIONAL ADDRESS 5050 AVENIDA ENCINAS, SUITE 260, CARLSBAD CA 92008 TELEPHONE: 760-603-6260 5050 Avenida Encinas Suite260 ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK Michael Baker INTERNATIONAL Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL.COM GE~'f:fER RCE 90577 12/2/2024 DATE 1-------------+--+-----1 By: ________ Date: ___ By: ________ Date: __ _ Dan Goldberg, PE, Acting City Engineer R.C.E.: Exp: R.C.E.: 57292 Exp: 12/31/25 H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-01-TT-E.DWG RETEMEYER, GEOFFREY 4/30/2025 5: 22 PM DESCRIPTION:

LOCATION:

ELEV.: DATUM: M.S.L.

WORK TO BE DONE

THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE (UNLESS OTHERWISE NOTED) ACCORDING TO THESE PLANS AND THE LATEST EDmONS OF:

STANDARD SPECIFICATIONS
(1) STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2018 GREENBOOK) INCLUDING THE REGIONAL SUPPLEMENTAL AMENDMENTS.
(2) CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF TRAFFIC CONTROL DEVICES"
(3) STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (4) SAN DIEGO WATER AGENCIES' WATER STANDARDS (SDWAS)

STANDARD DRAWINGS
(1) SAN DIEGO REGIONAL STANDARD DRAWINGS
(2) STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS (3) SAN DIEGO WATER AGENCIES' WATER STANDARDS (SDWAS) LEGEND

IMPROVEMENTS
6" CURB & GUTTER 6" MEDIAN CURB

EXISTING MEDIAN CURB

CONCRETE SIDEWALK
2" GRIND AND OVERLAY
12" AC PATCH

PROPOSED RETAINING WALL
WATER QUAUlY BASIN

LANDSCAPE AREA

CURB RAMP W/ TRUNCATED DOMES

EXISTING DRIVEWAY PROPOSED DRIVEWAY
STD. DWGS.

SDRSD G-2 SDRSD G-6
SDRSD G-7 SDRSD G-27,28-32 SDRSD G-14 SDRSD D-9 SDRSD D-2 SYMBOL
;1 ;1
I\ I\

STORM DRAIN CLEANOUT - TYPE A STORM DRAIN INLET - TYPE B

PROPOSED CONTOUR EXISTING CONTOUR
---'212---
{212}

LIMITS OF WORK/DAYLIGHT LINE
EXISTING PROPERlY LINE

STREET CENTERLINE

EXISTING RIGHT OF WAY LINE EXISTING CONCRETE EXISTING EDGE OF PAVEMENT EXISTING WALL

EXISTING FENCE EXISTING VALVE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING MANHOLE EXISTING SIGN EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED EXISTING LIGHT PROPOSED STREET LIGHT POLE FOUND SURVEY MONUMENT FOUND M-10 SURVEY MONUMENT

SHEET INDEX
st:EEI
1 2-3
4 5
6-16
17-21
22-24
25 26-28
29-30
31-54

PLAN CODE
T-1
GN-1 TO GN-2
KM-1
TYP-1
IMP-1 TO IMP-11
CD-1 TO CD-5
RWALL-1 TO RWALL-3
SD-1
PD-1 TO PD-3
TS-1 TO TS-2
LDSC-1 TO LDSC-22

CESCRJPIIQN
1lTLE SHEET

GENERAL NOTES

KEY MAP

TYPICAL CROSS SECTIONS

IMPROVEMENT PLANS & PROFILES

CONSTRUCTION DETAILS

RETAINING WALL PLANS & PROFILES

DRAINAGE PLANS & PROFILES, AND DETAILS

PAVEMENT DELINEATION PLANS
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TRAFFIC SIGNAL PLANS As B u I LT LANDSCAPE AND IRRIGATION PLANS - PLAN CODE By~· ____ Date: __
T-1 R.C.E._· _____ Exp: __ _
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.

IMPROVEMENT PLANS FOR: TITLE SHEET
Sheet 1 of 54
CG-3185

LOMAS SANTA FE CORRIDOR

SPECIAL NOTES
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK.

THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT.

1. NEITHER THE OWNER NOT THE ENGINEER OF WORK WILL ENFORCE SAFE1Y MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFE1Y DEVICES, INCLUDING SHORING AND SHALL BE SOL.ELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFE1Y AND HEALTH STANDARDS, LAWS AND REGULATIONS. SAFE1Y FENCES SHALL BE PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE CITY ENGINEER.

2. PRIOR TO ANY CONSTRUCTION OR EXCAVATING FOR THIS CONTRACT, THE LOCATION AND ELEVATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHALL BE CONFIRMED BY FIELD MEASUREMENT. THE

EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS

HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL EXISTING UTILITIES

LOCATIONS OF ALL EXISTING UTILITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO

CONSTRUCTION OF WORK TO BE PERFORMED, EXPLORATORY EXCAVATIONS SHALL BE DONE IN ADVANCE IN ORDER TO PROVIDE SUFFICIENT TIME PRIOR TO CONSTRUCTION FOR ANY NECESSARY PERMIT REVISIONS.

CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCY.

3. THE CONTRACTOR SHALL POTHOLE, VIDEO, UTILITY LOCATE OR UNCOVER ALL UTILITIES THAT MAYBE GRADED

OVER, CONNECTED TO, JOINED, CROSSED, OR PARALLELED TO VERIFY BOTH HORIZONTAL AND VERTICAL

LOCATIONS PRIOR TO ANY CONSTRUCTION, ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE

ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ADDmONAL CONSTRUCTION OR RELOCATION COSTS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, RELOCATING, MAINTAINING, AND OR REMOVAL OF EXmNG UTILITIES WHEN IN CONFLICT WITH PROPOSED IMPROVEMENTS.

5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINE NOT OF RECORD OR SHOWN ON THESE PLANS. CONTRACTOR SHALL

MARK ALL DISCOVERED UTILITIES ON A SET OF PLANS IN RED AND MODIFY IN RED-LINE PLANS ANY CHANGES TO EXISTING UTILITIES SHOWN ON THESE PLANS.

6. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOIL ENGINEER WHICH CERTIFY" THAT TRENCH BACKFILL WAS

COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIFICATIONS *AS DEFINED IN AND LIMITED IN SECTION 6735.5 OF THE BUSINESS AND PROFESSIONAL CODE OF CALIFORNIA.

7. CONTRACTOR SHALL ADJUST EXISTING AND PROPOSED WATER VALVE COVERS, CLEANOUT COVERS, AND SEWER MANHOLE COVERS, ETC. TO GRADE WHERE NECESSARY.

8. ANY RETAINING WALLS SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. A SEPARATE BUILDING PERMIT

AND INSPECTION WILL BE REQUIRED FROM THE BUILDING INSPECTION DEPARTMENT FOR THEIR CONSTRUCTION. TOP OF WALLS; TOP OF FOOTINGS AND WALL HEIGHTS SHOWN ON THESE PLANS ARE GENERAL IN NATURE AND SHOULD NOT BE USED IN CONSTRUCTION.

9. THE BOTTOM OF ALL EXCAVATIONS SHALL BE OBSERVED BY A GEOTECHNICAL ENGINEER.

10. CONTRACTOR TO REMOVE/REPLACE/RELOCATE ANY LANDSCAPING OR HARDSCAPING WHICH CONFLICTS IN ANY WAY WITH THE INSTALLATION OR PROPER FUNCTIONING OF THE PROPOSED IMPROVEMENTS.

11. THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENTS EQUAL TO OR SUPERIOR.

12. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL COORDINATE PLANS WITH ALL OTHER DISCIPLINES AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES.

13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO ACQUIRE AND ENFORCE ALL NECESSARY TRAFFIC CONTROL PERMITS NEEDED TO SAFELY CONDUCT WORK IN THE PUBLIC RIGHT OF WAY.

CONTRACTOR OR DEVELOPER/OWNER MUST COORDINATE ALL TRAFFIC CONTROL WITH THE AGENCY OF JURISDICTION.

14. CONTRACTOR SHALL EMPLOY INDMDUALS WHO ARE FAMILIAR WITH ALL CODES RELATED TO THE VARIOUS

AREAS OF WORK AND CONSTRUCT THE INTENT OF THESE PLANS TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

15. DURING ACTIVE CONSTRUCTION AREAS SHALL BE WATERED TO REDUCE FUGmVE DUST.

16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDmONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFE1Y OF ALL PERSONS

AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL

WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALL.EGE, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.

17. CONTRACTOR SHALL CONSTRUCT AREA DRAINS ABOVE FINISHED GRADE ELEVATION AND ARE TO BE ADJUSTED TO MATCH FINISHED GRADES {AS SHOWN ON THESE PLANS) AND PROVIDE POSmvE DRAINAGE, SHALL ANY DISCREPANCY ARISE, THE CONTRACTOR IS TO NOTIFY THE ENGINEER OF WORK IMMEDIATELY.

18. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS AND UNDERCUTS FOR SOIL AMENDMENTS, SODS ETC. TO ENSURE THAT THE FINISHED GRADES ARE ESTABLISHED AS INDICATED ON THESE PLANS. THE GRADES REFLECTED HEREON SHALL BE DELIVERED AS THE FINAL CONDmON, POST LANDSCAPING.

19. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, PADS, CURBS, INLETS AND SIDEWALKS ARE BUILT IN ACCORDANCE WITH THESE PLANS AND APPLICABLE CODES AND LAWS. IF THERE IS

ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CONTACTING THE ENGINEER. IF STAKING IS PROVIDED,

CONTRACTOR SHALL REVIEW STAKES PRIOR TO CONSTRUCTION ITEM, COMPARE STAKES AND CUT SHEETS TO THE PLANS AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES.

20. ALL CONCRETE REMOVALS SHALL BE TO THE NEAREST WEAKENED PLANE JOINT, UNLESS OTHERWISE DELINEATED ON PLAN.

21. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF MONUMENTS OF ANY SURVEY MONUMENTS DAMAGED DURING CONSTRUCTION MONUMENTS SHALL BE REPLACE AT THE CONTRACTOR'S EXPENSE.

22. CONTRACTOR TO PROTECT ALL EXISTING SIGNS IN PLACE AND REPLACE ANY SIGNS DAMAGED DURING CONSTRUCTION.

23. PROVIDE 36 INCHES MINIMUM COVER (FINISH GRADE TO TOP OF PIPE) OVER FIRE SERVICE. UNLESS OTHERWISE NOTED ON PLANS.

Michael Baker
5050 Avenida Encinas
Suite260

ENGINEER OF WORK
SPECIAL NOTES (CONT.)

24. CONTRACTOR SHALL POTHOLE ALL WET UTILITY CROSSINGS PRIOR TO CONSTRUCTION TO ENSURE EXISTING IMPROVEMENTS ALIGNMENT AND GRADE CONFORMANCE TO PLANS. IF DISCREPANCIES ARE NOTICED, NOTIFY

ENGINEER OF WORK PRIOR TO INSTALLATION SO ENGINEER CAN MAKE ADJUSTMENTS TO ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS.

25. CONTRACTOR TO RESTRIPE ALL DESTROYED, DAMAGED AND/OR REMOVED PAVEMENT MARKINGS DURING

CONSTRUCTION IN KIND, ANY DAMAGED THERMAL STRIPES/LEGENDS SHALL BE REMOVED BY GRINDING AND REPLACED IN WHOLE IN KIND.

26. THE CONTRACTOR SHALL CHECK DRAINAGE PATTERNS BETWEEN EXISTING PAVEMENT AND PROPOSED PAVEMENT, GUTTERS OR CURBS DURING FORMWORK OF PROPOSED IMPROVEMENT. 1,r; MINIMUM GRADES SHALL BE MAINTAINED IN PROPOSED PAVEMENT SURFACES DRAINING TOWARDS ACCEPTING AREA. FORMS SHALL BE CHECKED AND ADJUSTED PRIOR TO POURING CONCRETE. ENGINEER OF RECORD SHALL BE NOTIFIED TO INSPECT ALL FORMS PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ADJUST FORMS PER ENGINEERING OF RECORD'S DIRECTION.

27. CONTOURS SHALL BE USED AS GRADE BREAKS.

STRIPING AND SIGNING GENERAL NOTES

1. THE CONTRACTOR SHALL STRIPE AND REPLACE ALL EXISTING STRIPING AND PAVEMENT MARKERS AS SHOWN ON THE PLANS.

2. NEW STRIPING SHALL BE APPLIED IN 2 COATS. EXISTING STRIPING TO REMAIN MAY BE PAINTED OVER WITH ONE COAT.

3. THE CONTRACTOR SHALL REMOVE BY MECHANICAL MEANS ALL CONFLICTING STRIPING, MARKERS AND PAVEMENT LEGENDS WITHIN THE AREA OF THE NEW STRIPING.

4. ALL DEBRIS TO BE REMOVED AT THE END OF EACH WORK DAY.

5. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO SECTIONS 84 AND 85 OF THE CALTRANS STANDARD SPECIFICATIONS. ALIGNMENT AND LAYOUT IS SUBJECT O CITY OF SOLANA BEACH ENGINEERING DEPARTMENT

APPROVAL

6. PAINT FOR TRAFFIC STRIPS SHALL BE RAPID DRY WATERBORNE, WHITE AND YELLOW 8010-42L-30 OR 8010-61G-10. GLASS BEADS SHALL CONFORM TO STANDARD SPECIFICATIONS NUMBER 8010-51J-22 ('TYPE 1 - MOISTURE PROOF).

7. THINNING OF PAINT WILL NOT BE ALLOWED.

8. THERMOPLASTIC SHALL BE USED FOR PAVEMENT LEGENDS AND CROSSWALKS.

9. INSTALL REFLECTIVE PAVEMENT MARKERS WHERE MISSING IN EXISTING PAVING.

10. ARROWS PER CALTRANS TYPE 1 (10'), TYPE I &: TYPE VII.

11. SIGNING SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTRa... DEVICES (CALIFORNIA MUTCIJ, 2012 EDITION), CAL.TRANS STANDARD PLANS AND SPECIFICATIONS, AND THESE PLANS.

12. THE CONTRACTOR SHALL RESTORE OR REPLACE ALL EXISTING IMPROVEMENTS DISTURBED DURING

CONSTRUCTION INCLUDING, BUT NOT LIMITED TO SIREEI STRIPING, RAISED PAVEMENT MARKERS, LANDSCAPING, AND SIGNS.

13. SIGN STRUCTURES AND ROADSIDE SIGNS SHALL BE AS SPECIFIED IN SECTION 56 OF THE STATE STANDARD SPECIFICATIONS EXCEPT AS HEREIN MODIFIED.

14. STREEI NAME SIGNS SHALL BE PER CA MUTCIJ SPECIFICATIONS.

15. ALL SIGNS SHALL BE REFILECTIVE PER CA MUTCIJ SPECIFICATIONS.

16. ALL REGl.LATORY AND WARNING SIGNS SHALL BE CONSTRUCTED TO THE STANDARD SIZE AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION.

17. SIGNS SHALL BE INSTALLED AS PER THESE SPECIFICATIONS AND FACING TRAFFIC IN THE LANE ADJACENT TO WHICH THE SIGN IS INSTALLED. ALL OTHER SIGNS SHALL BE INSTALLED AT AN ANGLE TOWARD THE TRAVELED WAY PER THE SIGN MANUFACTURER'S REFILECTIVE REQUIREMENTS.

18. SIGNS IN THE MEDIAN AREA SHALL BE PLACED MIDWAY BETWEEN CURBS. THESE SIGNS SHALL BE MOUNTED NO CLOSER THAN 12 INCHES FROM THE EDGE OF PAVEMENT, AND NO FURTHER THAN 6 FEET FROM, THE EDGE OF THE TRAVELED WAY WHICH THE SIGN FACES.

19. THE MINIMUM MOUNTING HEIGHT FOR ALL SIGNS LOCATED WITHIN A PEDESTRIAN PATH OF TRAVEL SHALL BE

SEVEN FEET MEASURED FROM THE BOTTOM OF THE SIGN TO THE NEAR EDGE OF THE PAVEMENT,

20. THE MOUNTING HEIGHT OF ROUNDABOUT DIRECTIONAL ARROWS INSTALLED IN THE CENTER ISLAND SHALL BE 4

FEET, MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE EILEVATION OF THE NEAR EDGE OF THE TRAVELED WAY.

21. SIGNS SHALL BE INSTALLED ON STREEI LIGHT POLES WHERE APPLICABLE AS DIRECTED BY THE ENGINEER.

TRAFFIC CONTROL NOTES
TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR FOR HIS WORK. TRAFFIC CONTROL SHALL CONFORM

TO THE CALTRANS TRAFFIC MANUAL, TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE, AND THE REGIONAL STANDARD DRAWINGS. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AND RECEIVE CITY

APPROVAL FOR TRAFFIC CONTROL THAT DIFFERS FROM THOSE PLANS INCLUDED IN THE REGIONAL STANDARD DRAWINGS.

EXISTING UTILITY NOTE

THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING WORK. EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS IS BASED ON AVAILABLE AS-BUILT RECORD INFORMATION WHICH MAY OR MAY NOT BE ACCURATE OR COMPLETE. THE CONTRACTOR SHALL NOTIFY "UNDERGROUND SERVICE ALERT" AT 1-800-227-2600.

CITY APPROVED CHANGES APP"D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM GE~EYER
1---------------+----+----< By: ________ Date: ___ By: ________ Date: __ _ INTERNATIONAL RCE 90577
12/2/2024
DATE
H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-02-NT-E.DWG FISKE, ERIK 1/14/2025 11: 09 AM Dan Goldberg, PE, Acting City Engineer
R.C.E.: Exp: R.C.E.: 57292 Exp: 12/31/25

BENCH MARK CITY OF SOLANA BEACH
DESCRIPTION:

LOCATION: IMPROVEMENT PLANS FOR:

ELEV.: DATUM: M.S.L.

PLAN CODE
GN-1

AS-BUILT
By_· ______ Date: __ _
R.C.E._· _____ Exp: __ _
ENGINEERING DEPARTMENT DRAWING NO.

GENERAL NOTES
Sheet 2 of 54
CG-3185

LOMAS SANTA FE CORRIDOR

STORM DRAIN MARKERS

1. ALL NEW OR REPLACED STORM DRAIN INLETS SHALL HAVE A TILE PERMANENTLY AFFIXED ON THE CURB FACE OF EACH SIDE OF THE INLET OPENING WITH THE FOL.LOWING MESSAGE ON IT: "NO DUMPING, THIS DRAINS TO OCEAN," INCLUDING A FISH STENCIL

2. THE SIZE, COLOR AND DESIGN SHALL BE SUBJECT TO APPROVAL BY THE CllY ENGINEER. THE TILE MARKER SHALL CONSIST OF A HEAT-FIRED, VITREOUS, CERAMIC BASE AND A HEAT-FIRED, OPAQUE, GLAZED SURFACE.

THE BOTTOMS OF THE TILE MARKER SHALL BE FREE FROM GLOSS OR GLAZE AND SHALL HAVE A NUMBER OF INTEGRALLY FORMED PROTRUSIONS PROJECTING FROM THE SURFACE IN A UNIFORM PATTERN.

3. THE TILE MARKER SHALL BE APPLIED WITH AN EPOXY ADHESIVE TO MEET SERVICE REQUIREMENTS FOR HIGHWAY CONSTRUCTION. THE PORTION OF CURB FACE SURFACE TO WHICH THE TILE MARKER IS TO BE

BONDED BY THE ADHESIVE SHALL BE FREE OF DIRT, CURING COMPOUND, GREASE, OIL, MOISTURE, LOOSE OR UNSOUND LAYERS, PAINT AND OTHER MATERIAL WHICH WOULD ADVERSELY AFFECT THE BOND OF THE ADHESIVE.

PAVING NOTES

1. FINAL STREET STRUCTURAL SECTION SHALL BE SUBMITTED TO THE CllY ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIAL THE DESIGN SHALL BE BASED ON THE "R" VALUE METHOD AND SHALL INCLUDE ALL SUPPORTING CALCULATIONS AND TEST RESULTS. THE TRAFFIC INDEX {T.I.) AND MINIMUM STRUCTURAL SECTIONS SHALL BE USED IN ACCORDANCE WITH THE CllY OF SOLANA BEACH ENGINEERING CONSTRUCTION STANDARDS STREET STRUCTURAL SECTION DESIGN TABLE.

2. A COMPACTION REPORT FROM A REGISTERED CML ENGINEER CERTIFYING ALL ROADWAY AND UTILITY

TRENCHING HAS BEEN COMPACTED TO THE MINIMUM REQUIREMENTS SPECIFIED IN THE STANDARDS

SPECIFICATION FOR PUBLIC WORK CONSTRUCTION AND THE RECOMMENDATIONS OF THE SOIL ENGINEERING CONTAINED IN THE PROJECT'S SOILS REPORT.

UTILITY COORDINATION
THE EXISTENCE AND LOCATlll'I <F lNJERGROLKl UTILITY PIPES AND STRUCTURES St-KIWN ll'I THESE PLANS WERE OBTAINED BY A SEARCH <F AVAILABLE RECORDS. TO THE BEST <F ~ KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:

THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY IEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RE.51-'ullSIBILITY TO CONTACT THE FOLLOWING OWNERS <F SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATlll'I AND LOCATION <FUTILITIES AND NOTIFICATlll'I <F ca.lo£NCEl,£NT <F WORK:

A. SEWERS - CSD/ESD
B. GAS le ELECTRIC - SDGE
C. WATER - SFID
D. TELEPHONE - SBC BELL
E. CABLE TV - COX COMl.t..NICATIONS
F. ATlcT TELEPHONE COIPANY

TRAFFIC SIGNAL GENERAL NOTES
(760) 633-2nO
(760) 438-6200
(858) 761-4141
(760) 489-3411
(760) 806-9809 X-2233
(858) 886-2863

1. DETECTOR, POLE, AND PULL BOX LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER. CONTRACTORS SHALL OBTAIN APPROVAL FOR LOCATIONS PRIOR TO FINAL PLACEMENT.

2. THE SHOWN LOCATION OF ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL SUBSTRUCTURES, WHETHER SHOWN HERE IN OR NOT AND PROTECTING THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. HAND DIG FOUNDATIONS UNTIL CL.EAR OF SUBSTRUCTURES. IF REQUIRED TO PROTECT UTILITIES, PHONE "UNDERGROUND SERVICE ALERT" AT (800) 422-4133.

3. ALL NEW LOOP DETECTORS SHALL BE lYPE E LOOPS AND CENTERED IN LANE UNLESS SHOWN OTHERWISE. INSTALL lYPE F LOOP DETECTORS ON ALL FRONT LOOPS AS SHOWN ON THIS PLAN. SEE SAWCUT AND WINDING DETAIL THIS SHEET.

4. ALL TRAFFIC SIGNAL. HIGHWAY LIGHTING, SIGNING AND STRIPING SHALL CONFORM TO THE

REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND SPECIFICATIONS, 2018 EDmON.

5. ALL ABBREVIATIONS AND SYMBOLS USED ARE SHOWN ON CALTRANS STANDARD PLAN AS DEFINED ON PLAN.

6. ALL LOCATIONS OF DETECTOR LOOP, SIGNAL POLE AND CABINET REQUIRE ENGINEER'S APPROVAL PRIOR TO SAW CUTTING OR EXCAVATION.

7. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE

THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS AND CABLES REQUIRED FOR THE INTENDED OPERATION.

8. UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT REQUIRED FOR THE INTENDED OPERATION.

9. IT IS REQUIRED TO MAINTAIN SIGNAL OPERATION INCLUDING SIGNAL INTERCONNECT DURING MODIFICATION OF EXISTING TRAFFIC SIGNAL SYSTEM.

10. ALL CONSTRUCTION OPERATIONS SHALL BE LIMITED TO THE PERIOD BETWEEN 9:00AM AND 3:00PM, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED IN WRmNG BY THE ENGINEER.

11. CONTRACTOR SHALL MAINTAIN TRAFFIC THROUGH THE CONSTRUCTION AREA AND PROVIDE ALL NECESSARY CONSTRUCTION WARNING SIGNS AND MARKINGS REQUIRED. CONTRACTOR IS TO SUBMIT A TRAFFIC CONTROL PLAN BEFORE ANY WORK IS STARTED.

Michael Baker

INTERNATIONAL
5050 Avenida Encinas
Suite260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM

ENGINEER OF WORK
GE~EYER RCE 90577
12/2/2024
DATE

SANTA FE IRRIGATION DISTRICT (SFID) WATER NOTES

1. UNLESS EXPLICITLY CALLED OUT DIFFERENTLY ON THE APPROVED PLANS AND SPECIFICATIONS, ALL POTABLE

WATER CONSTRUCTION AND RECYCLED WATER CONSTRUCTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SAN DIEGO WATER AGENCIES' STANDARDS (WAS). CURRENT WAS REQUIREMENTS CAN BE FOUND AT WWW.SDWAS.ORG.

2. ALL EXISTING WATER INFRASTRUCTURE IS TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED ON THE PLANS OR IN WRITTEN APPROVAL FROM SANTA FE IRRIGATION DISTRICT.

3. THE SANTA FE IRRIGATION DISTRICT AND/OR ITS DESIGNATED REPRESENTATIVE SHALL BE RESPONSIBLE FOR INSPECTION. WHERE USED IN THESE DRAWINGS, THE TERM INSPECTOR SHALL BE KNOWN TO REFER TO THE SANTA FE IRRIGATION DISTRICT'S INSPECTOR.

4. THE CONTRACTOR SHALL NOTIFY SFID 24 HOURS IN ADVANCE FOR INSPECTION.

5. ALL TESTING AND CERTIFICATIONS REQUIRED FOR THIS PROJECT SHALL BE THE RESPONSIBILllY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL TESTING. THIS INCLUDES

COMPACTION TESTING, DISINFECTION TESTING, CONCRETE TESTING, AND/OR ANY OTHER TESTING REQUIREMENTS ASSOCIATED WITH THIS PROJECT. TESTING SHALL BE COMPLETED IN ACCORDANCE WITH WAS OR OTHER APPLICABLE STANDARDS. ALL TESTING AND PROVISION OF TESTING RESULTS SHALL BE COORDINATED CLOSELY WITH THE INSPECTOR. THE INSPECTOR SHALL BE RESPONSIBLE FOR REVIEWING AND APPROVING ALL TEST RESULTS.

6. DISINFECTION OF WATER MAINS SHALL BE ACCORDANCE WITH WAS.

7. ANY AND ALL REQUIRED PERMITS SHALL BE PROCURED, PAID FOR, AND ADHERED BY THE CONTRACTOR.

THIS INCLUDES TRAFFIC CONTROL, EXCAVATION, AND ALL OTHER PERMITS ASSOCIATED WITH THIS PROJECT.

8. FOR WORK OVER EXISTING FACILmES, HEAVY EQUIPMENT (ABOVE H20 LOADING) SHALL NOT BE USED WHEN COVER OVER THE WATER MAIN IS LESS THAN 36 INCHES THROUGH ALL PHASES OF CONSTRUCTION,

INCLUDING THE REMOVAL, OVER EXCAVATION, AND/OR INSTALLATION OF PAVEMENT SECTIONS, WITHOUT THE WRITTEN APPROVAL OF SFID.

9. THE CONTRACTOR SHALL POTHOLE ALL TIE-IN AND POTENTIAL CONFLICT LOCATIONS BEFORE WORK COMMENCES. ANY DISCREPANCIES WITH THE APPROVED PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE INSPECTOR PRIOR TO PROCEEDING. APPROVAL OF THIS PLAN BY THE CllY OR SFID DOES NOT

CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR

NON-EXISTENCE OF , ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.

10. BEFORE EXCAVATION, VERIFY LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR IS REQUIRED TO CALL DIG ALERT: 811. CALL A MINIMUM OF TWO WORK DAYS PRIOR TO EXCAVATION.

11. CONTRACTOR TO PROVIDE CONSTRUCTION STAKING AND THREE (3) SETS OR CUTSHEETS TO THE INSPECTOR 24 HOURS PRIOR TO EXCAVATING.

12. NO PERSONS, OTHER THAN AN EMPLOYEE OF SFID, SHALL HAVE A RIGHT TO OPERATE ANY PART OF SFID'S DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES, BUT SHALL REQUEST THAT THE INSPECTOR CONTACT SFID TO SCHEDULE VALVE OPERATION. ONCE THE NEW IMPROVEMENT IS CONNECTED TO THE EXISTING, ALL VALVES ON THE NEW SYSTEM SHALL ONLY BE OPERATED BY SFID.

13. ALL TRENCHES SHALL BE PLATED FOL.LOWING THE COMPLETION OF EACH DAY'S WORK.

14. ALL VALVES INSTALLED SHALL BE HOLIDAY-FREE GATE VALVES, IN ACCORDANCE WITH WAS WV-01, UNLESS OTHERWISE NOTED ON THE PLANS. CONTRACTOR SHALL PAINT ALL VALVE CAN LIDS PER SFID'S COLOR CODE.

15. VALVES SHALL HAVE A MINIMUM OF 1 .5' OF COVER FROM THE TOP OF NUT /OPERATOR TO GROUND SURFACE. IF LESS THAN THIS EXISTS, IT SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION.

16. THE CONTRACTOR SHALL FURNISH ALL NEW WATER METER, BOXES PER SFID REQUIREMENTS. WATER METERS TO BE FURNISHED AND INSTALLED BY SFID.

17. SOILS REPORT ON ALL BACKFILL SHALL BE SUBMITTED TO THE ENGINEER OF WORK AND SFID BY THE SOILS

ENGINEER OF RECORD, CERTIFYING BACKFILL COMPACTION PER THE SOILS ENGINEER IN ACCORDANCE WITH EARTHWORK SPECIFICATIONS.

18. NO CONNECTIONS FOR THE PURPOSE OF OBTAINING WATER SUPPLY DURING CONSTRUCTION SHALL BE MADE

TO ANY FIRE HYDRANT OR OTHER APPURTENANCE WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FROM SFID. THE CONTRACTOR SHALL OBTAIN A TEMPORARY CONSTRUCTION METER FOR THE PURCHASE OF CONSTRUCTION WATER.

19. DEVIATIONS FROM THE APPROVED PLANS SHALL NOT BE ALLOWED WITHOUT WRITTEN APPROVAL BY THE CITY'S ENGINEER AND SFID. THE CONTRACTOR SHALL MAINTAIN REDLINE DRAWINGS SHOWING ANY CONSTRUCTION CHANGES. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH REDLINES TO THE INSPECTOR FOR INCORPORATION INTO AS-BUILT DRAWINGS.

20. EMPLOYEES OF SFID TO RELOCATE ALL POTABLE WATER AND RECYCLED WATER MEIERS.

21. CONTRACTOR TO NOTIFY SFID TO BE PRESENT DURING INSTALLATION OF TRAmc SIGNAL LOOPS OVER POTABLE WATER LINES.

22. CONTRACTOR TO MAINTAIN MINIMUM 5' HORIZONTAL CLEARANCE BETWEEN PUBLIC WATER FACILmES AND PROPOSED LANDSCAPING. CONTRACTOR TO CONTACT SFID FOR ANY DISCREPANCIES.

CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION >--------------+-----+----< By: ________ Date: ___ By: ________ Date: __ _ Dan Goldberg, PE, Acting City Engineer
R.C.E.: Exp: R.C.E.: 57292 Exp: 12/31/25
H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-03-NT-E.DWG FISKE, ERIK 1/14/2025 11: 09 AM

BENCH MARK CITY OF SOLANA BEACH
DESCRIPTION:

LOCATION: IMPROVEMENT PLANS FOR:

ELEV.: DATUM: M.S.L.

PLAN CODE
GN-2

AS-BUILT
By_· ______ Date: __ _
R.C.E._· _____ Exp: __ _
ENGINEERING DEPARTMENT DRAWING NO.

GENERAL NOTES
Sheet 3 of 54
CG-3185 LOMAS SANTA FE CORRIDOR Michael Baker INTERNATIONAL \ -,, -,,
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RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION
Carlsbad, CA 92008
Phone: (760) 476-9193 MBAKERINTL. COM
f---------------+---+---, By: _________ Date: ___ _ By: _________ Date:. ___ _ RCE 90577
12/2/2024
DATE R.C.E.: Exp:

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25
H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-04-KM-E.DWG FISKE, ERIK 1/14/2025 11: 10 AM I
\ \
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DESCRIPTION:

LOCATION:

ELEV.:
0 0
+ 0) ' 0)
s:~ (/) ---

BENCH MARK
DATUM: M.S.L.
\ (
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- - --
.

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:
g
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< tii
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I

KEY MAP LEGEND
@ IMPROVEMENT PLAN SHEET NUMBER

M STORM DRAIN PLAN SHEET NUMBER

SIGNING AND STRIPING PLAN SHEET NUMBER
50 0 100 200 300
I I I
SCALE: 1"=100'

AS-BUILT
PLAN CODE By· Date:

KM-1 R.C.E.· Exp:

ENGINEERING DEPARTMENT DRAWING NO.

KEY MAP
Sheet 4 af 54
CG-3185

LOMAS SANTA FE CORRIDOR

LOMAS SANTA FE
(LAS BANDERAS TO VIA MIL CUMBRES)
STA 87+38.32 TO 96+10.51
STA 101+26.17 TO 110+70.80

LOMAS SANTA FE
(LAS BANDERAS TO VIA MIL CUMBRES)
STA 83+50 TO 87+38.32
STA 96+10.51 TO 101+26.17

LOMAS SANTA FE
(VIA MIL CUMBRES TO HIGHLAND)
STA 110+70.80 TO 117+14.70

LOMAS SANTA FE
(LAS BANDERAS TO VIA MIL CUMBRES)
STA 77+23.83 TO 83+50
LOMAS SANTA FE: SUB SECTION 2
STA 83+12.77 TO 84+40.34
STA 85+75.00 TO 90+55.50
STA 95+82.31 TO 102+22.00
STA 107+53.00 TO 110+70.80
LOMAS SANTA FE: SUB SECTION 3
STA 104+00 TO 105+52 (TYPE 2 WALL)

LOMAS SANTA FE
(SANTA HELENA TO LAS BANDERAS)
STA 67+98.97 TO 77+23.83
LOMAS SANTA FE: SUB SECTION 1
STA 93+15 TO 97+25
LOMAS SANTA FE: SUB SECTION 4
STA 77+23.83 TO 80+32.34
'-.
'

NORTHERN
R/W
2' 8-10'

SIDEWALK

I SHOULDER
VAR 5-6.5'
',t , ,,i1 Jot "-
'-l.5%
2' 6'

WB BIKE
LANE
3'-4.5'
BUFFER
f57'
1 1 ' 11 '
VAR
2-13' 11 '

WB TRAVEL LANE WB TRAVEL LANE EB/WB TURN LANE

LANDSCAPE
(1.0% - 3.0%)
51'
4' VAR 11-12' VAR 11-12'

EB TRAVEL LANE EB TRAVEL LANE
BUFFER
t t
4' VAR 8-5'

EB BIKE
LANE
BUFFER
Jot

SOUTHERN
R/W
VAR 5-10'

SIDEWALK
2:9·;.
- ( 1.0% - 3.0%)
\t::::z:::z:9=~~=====~~~~~=~-J' ~=
'
I
7 PRD-~R-~ -~~-E~ ~t·~BA;!t~~~TER (SDR_S_D_G~---2) ~~r~~~~TNMED-IA-N - - - - - - - ;,sn,o 7

REMOVE EXISTING CURB, GUTTER AND SIDEWALK SIDEWALK, CURB

PROPOSED RETAINING WALL, LOCATION AND TYPE VARIES PER PLAN AND GUTTER PROPOSED TYPE B BROW DITCH (SDRSD D-75), LOCATION VARIES PER PLAN TO REMAIN

10.5'

NORTHERN
R/W

5.5'
EX.

SIDEWALK
7'
EX.WB
BIKE
LANE
3' 12'
[]:'. EX.WB
w
u.. TRAVEL LANE
u..
:::,
CD .

X
w
51 '
12' 2' 12' 12' 15'
EX.WB EX.EB TURN LANE EX.EB EX.EB
TRAVEL LANE EX. TRAVEL LANE TRAVEL LANE
MEDIAN
NTS
51'
7'
EX.EB
BIKE
LANE
10'
EX.

SIDEWALK

SOUTHERN
R/W

0.5-6' 2' 10' 2' VAR 6' 10' 11 ' 11 '
VAR
6-16' 11 ' 11 ' 2' 6' 5' VAR
I

SIDEWALK

SHOULDER

LIMIT OF GRADING

WB BIKE
LANE

LANDSCAPE
BUFFER

WB TRAVEL
LANE

WB TRAVEL
LANE

WB TURN
LANE
I
<
~ (/)

EB TRAVEL LANE EB TRAVEL LANE

RAISED/STRIPED
MEDIAN
f-
:::,
u
'"' c!i
t t

EB BIKE
LANE
BUFFER
4: 1
MAX
SIDEWALK!
I

1.5% ti_ _ 1

NORTHERN
R/W
VAR
T
2: 1

NORTHERN
R/W
2' 10' 2' VAR

SIDEWALK

SHOULDER

LIMIT OF GRADING

1.5-8%
51'
6'

WB BIKE
LANE

LANDSCAPE
BUFFER
VAR 10-11'

WB TRAVEL
LANE
VAR 10-11'

WB TRAVEL
LANE
VAR 6-15'
TUN

LANE/RAISED
MEDIAN
'
VAR 10-11'

EB TRAVEL
LANE
VAR 10-11'

EB TRAVEL
LANE
51'
6' 5'
I IEB BIKE l LANE
VAR 0-2'
PROP TYPE B-1 MEDIAN CURB
BUFFER
(SDRSD G-6). TC= EG+0.5'
fa
~ (/)
t t
4: 1
MAX l
T
VAR 5-15'

SOUTHERN
R/W
I
I

LIMIT OF GRADING
-----

PROP STEM CURB
(DETAIL 1), LOCATION

VARIES PER PLAN
L....-1Lffl ______ _
LL.-- PROPOSED 12" AC PATCH
<1.0% - 3.0%) ;:;;1cr.5t%=~r ~
===== =1~:::::::z::zz::zz:±:::::z-z=z::::::::±±::z::~ -J : _j t- ....___ ....___ I - - - __,c, ' VAR 0-3' I....___ - - -EX-IS-TI-NG -C-UR~ 0 1 ~
SEE SUB-SECTION 2 & 3
10' 10'
EX. AC
PATH
PROP TYPE G CURB AND GUTTER (SDRSD G-2)
5' VAR 10-16' VAR 10-12'
EX.WB EX.WB EX.WB

BIKE TRAVEL LANE TRAVEL LANE
LANE
51'
VAR 10-14'

PAINTED

MEDIAN/LEFT

TURN LANE
NTS
PROPOSED 12"

AC PATCH
VAR 10-12'

AND GUTTER

TO REMAIN
VAR 10-16' 5' 5'
EX.EB EX.EB EX.EB EX

TRAVEL LANE TRAVEL LANE BIKE SIDEWALK
LANE
51'
VAR 5-15'

SOUTHERN
R/W
VAR 2' 10' 2' VAR 5-6' 11 ' 11 ' VAR 11 ' 11 ' 2' 6' 5' 5'

LIMIT OF GRADING
(MATCH EG)
./
l
T
t ,,,
T

SIDEWALK

SHOULDER
•' Jot

0.5%
0 L•
'
' ' J

WB BIKE
LANE

LANDSCAPE
BUFFER
VAR >- °)°
1 1· 5.'1 2·5i"i t

WB TRAVEL
LANE
(1.0% - 3.0%) -

WB TRAVEL MEDIAN
LANE
1 ·-i tEB TRAVEL LANE EB TRAVEL LANE
PROP TYPE B-1 MEDIAN CURB
(SDRSD G-6). TC= EG+0.5'
t t
( 1.0!...:.._3.0%)

EB BIKE
LANE

BUFFER SI DEWALKI

LIMIT OF GRADING I
4: 1
MAX

1.5%
~:z::=t=:z:::z::::z:=:z::z::::::z::z:::::z:::::=m::::::~-J I ~ j --i
VAR 0-3'

STRUCTURAL SECTIONS
( 1.0!...:.._3.0%) 4" PORTLAND CEMENT CONCRETE
2 ,..,=;;;:;;ac;;;;;aO--:,
-JI j ~ LIMIT OF GRADING
- - z;TING CUR~ VAR 0-
3 '
/
t
·-· 3: 1

PROPOSED FULL DEPTH AC PATCH
--- ------~1 J

EXISTING CURB

AND GUTTER

TD REMAIN
DJ 12" NATIVE SUBGRADE
REMOVE AND RECOMPACT TO 95%

PROP STEM CURB
(DETAIL 1), LOCATION

VARIES PER PLAN
PROPOSED 12" AC PATCH
PROP TYPE G CURB AND GUTTER (SDRSD G-2)

REMOVE EXISTING CURB, GUTTER AND AC PATH
SEE SUB-SECTION 2 & 4
VAR 10'

AC PATH
5'
EX.EB
BIKE
LANE

19.5'
EX.WB

TRAVEL LANE

13.5'
EX. RAISED
MEDIAN
10'
PROPOSED 12" AC PATCH
PROP TYPE B-1 MEDIAN CURB
(SDRSD G-6). TC= EG+0.5'
PROPOSED 12" AC PATCH
12' 5'

AND GUTTER

TO REMAIN

11.5' 5.5' 5'
EX.EB

TRAVEL LANE
EX.EB

TRAVEL LANE
EX.EB
BIKE
LANE
EX.EB EX. EX

TRAVEL LANE SHOULDERSIDEWALK
NTS

NORTHERN SOUTHERN
R/W w
VAR
•
I
2:
51 '
2' 10' 2' VAR 6' . 10' 11 ' .

I \_ SIDEWALK_/ ' I WB BIKE I WB TRAVEL LANE I WB TRAVEL LANE LANE

SHOULDER - LANDSCAPE I
BUFFER
2 D.5-6.5%
51'
11 ' 11 ' 2' 6' . .

EB TRAVEL LANEIEB TRAVEL LANEI I EB BIKEI
LANE
- BUFFER
t t
5'
I
- SIDEWALK
4: 1
MAX l
T
R/
15'
I
I

LIMIT OF GRADING

2.5·~• 1 f f
~i=====,.=5%~·==q~1 ;iii~Mc!i (1.0!..=_3.0%) (1.0% - 3.0%) 1.5% - - ---...

PROP TYPE G CURB AND GUTTER (SDRSD G-2) PROPOSED 12" AC

PATCH REMOVE EXISTING CURB, GUTTER AND AC PATH
10' 5' 19.5' 13.5'
EX.

SIDEWALK
EX.EB
BIKE
LANE
EX.WB

TRAVEL LANE
EX. RAISED
MEDIAN

NORTHERN
R/W
I
I
VAR 2'
l
10'

SIDEWALK

SHOULDER
VAR
2' 3'-7' 6'

WB BIKE
LANE

BIOFILTRATION
BASIN
2:
10' 12' 5'
EX.EB

TRAVEL LANE
EX.EB

TRAVEL LANE
EX.EB
BIKE
LANE
NTS

NORTHERN
R/W
VAR 2' 10' 2' VAR

SIDEWALK
6'

WB BIKE
LANE

SHOULDER LANDSCAPE
f °l° Jot f
VAR PER TYPICAL lBUFFER

SECTION

2.0% 1.5%
rn 4" STABILIZED DECOMPOSED

GRANITE

11.5' 5.5' 5' 5'
EX.EB EX. EX

TRAVEL LANE SHOULDERSIDEWALK
rn 2" GRIND AND OVERLAY

NORTHERN
R/W
10'

SIDEWALK
2' 3.5' 6'

WB BIKE

LANE SHOULDER I LANDSCAPE
I VAR PER TYPICAL lBUFFER
l SECTION
~ "=·ts=°l° 1~.5%S::: Jo ~~ t - _J
- - _J k:,i::z::z:z::±:z:::::z::=F~:::z:::z::::z:::z::z:=z=t==::::z:::::::::z:::::pz:::z::::z::::=::z::::::±:::::=:z::::r--,: f]E~ ~It '----I"- PROP STEM CURB )"-,:'.ili,!,1 -- -- -- -- --3 - - - --t- - - - - -EX-IST- 1-NG -C-URB __,cl _J1 -I I-VAR 0-3' I " (DETAIL 1), LOCATION _/ VARIES PER PLAN PROPOSED 12" AC PATCH AND GUTTER

NORTHERN
R/W
PROP PVC UNDERDRAIN (SDRSD D-27),

LOCATION VARIES PER PLAN
PROPOSED TYPE 2 MASONRY
RETAINING WALL (SDRSD C-02)
LIMIT OF GRADING PROP TYPE G CURB AND GUTTER (SDRSD G-2) TO REMAIN SEE SUB-SECTION 2
10' 10'

AC PATH
5'
EX.EB
BIKE
LANE
Michael Baker
5050 Avenida Encinas
Suite260
12'
EX.WB

TRAVEL LANE
12' 4' 12'
EX.WB EX.EB

TRAVEL LANE TRAVEL LANE
EX.STRIPED
MEDIAN
NTS

ENGINEER OF WORK
12'
EX.EB

TRAVEL LANE
5' 5'
EX.EB EX

BIKE SIDEWALK LANE

CITY APPROVED CHANGES
15'

APP'D DATE
VAR 2' 10' 2' VAR 6'
.......
2: 1
I
I

RECOMMENDED FOR APPROVAL

SIDEWALK WB BIKE
LANE

SHOULDER LANDSCAPE
VAR PER TYPICAL lBUFFER

SECTION

2.0% i0f Jot f ~ 0.5%

APPROVED FOR CONSTRUCTION
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM GE~EYER
1---------------+----+----1 By: _________ Date: ____ By: _________ Date: ___ _ INTERNATIONAL RCE 90577
12/2/2024
DATE
H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-05-XS-E.DWG FISKE, ERIK 1/14/2025 11: 11 AM Dan Goldberg, PE, Acting City Engineer
R.C.E.: Exp: R.C.E.: 57292 Exp: 12/31/25

PROP CATCH BASIN, LOCATION

VARIES PER PLAN

BENCH MARK CITY OF SOLANA BEACH
DESCRIPTION:

LOCATION: IMPROVEMENT PLANS FOR:

ELEV.: DATUM: M.S.L.

AS-BUILT

PLAN CODE
TYP-1
By_· _______ Date: ___ _
R.C.E._· ______ Exp: ___ _
ENGINEERING DEPARTMENT DRAWING NO.

TYPICAL CROSS SECTIONS
Sheet 5 of 54
S S S S S W W W W W W W S S S S S S S S S S W W W W S S S S S S E E E E E E E E E G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW E E E E E E E W W W W W W W W W T T T T T T T T T T T T T T T T T T PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB MW MW CG-3185 LOMAS SANTA FE CORRIDOR LOMAS SANTA FE-PLAN LOMAS SANTA FE-NORTH TC PROFILE 66+00 67+00 68+00 69+00 CONSTRUCTION NOTES DEMOLITION NOTES 70+00 PAVEMENT LEGEND 130 135 140 145 130 135 140 LOMAS SANTA FE-MULTI-USE PATH CL O• ·O t-------+-------11-------+-------1-----+-------t-----+-------+-----+-------+-----+------+-----+------+-----+-------+------t-------+-------1----e m in - 1-------+-------11-------+-------1-----+-------1-----+-------+-----+-------+-----+------+-----+------+-----+-------+------1-------+----- + ---0 1,n---o ·c.9- r-. u.. >-------+---------1>-------+---------1------+--------+------+-------+-----+-------+-----+-------+------+------+-----~ x- ·S-T-IN©-GRfll:JNB--t-------j--------.::,l·~o:::=~ ~ ~ on o- 1------+-------11------+-------1-----+-------t-----+------t-----+------+-----+------+-----t------+-----t-------<'2111>"'----,-.; in"' ----~di,, <2.......5 .'31~ -""'-+-----+------ s:"1~%_==--F-----+------+------t N t-------+---------1>-------+---------1------+--------+------+-------+-----+-------+-----+-------+------+------+-------1"1-----n ON O· I -+------+-----1-------+------t-------+-------1t-------+-------1-----+-------t-----+------+-----+------eE'---'---¥'1F-- ....,,,,,oe-- +::,,--='--+ --l-----+-----+------I a.. l-----+------ll-----+------l-----+------t-----+------+-----+------+-----+------+-----Ql"':----0ialf,~ --,---1 1------+-------11------+-------j-----+-------t-----+------+-----+------+-----+-----<;,l~>------t fil E-5....D%_..-=t------+----/---+-----+------+------I l- 1------+---------11------+-------j-----+-------t-----+------+-----+------+------o j",,-----co,·-1 ~ ,----;7L~;;, -:4S%_ PROPIDSED FG WW 0 • i.o- t-------+-------lt-------+-------1-----+-------t-----+------+-----+----t-<·I i!'l ol!:i Si"'----~,ri <Xl ciJC!J I m•o• N- (/) -f==========t=========jt=========j:=========j:=========j:=========j:=========1==========1==========l=====Jt'i~aOwNEii~~<Xli"'~~~~§r:;~~=1=====E====1=====E====1====3E====f====~ m-o- <Ou.. 4. tt1(/) r-- "' Ji "' , . 45 COL.. COLL ""' I i------r----.----,----,-----r----.----,-----=+=======+=====+====+=====+=-----r-----.----,----r------r-----.----,---. g ------+-----------<>-------+---------1------+--------+------+-------+-----+-------+-----+-------+------+------+------+-------+------>-------+---------1~;,; ~1--o r--- <Xll 6 r-- 0 O· ------+-----------if-------+---------1------+--------+------+-------+-----+-------+-----+-------+------+------+------+-------+------f-------+-~* 1-----+-4+'f--- ~ci [:,!l- < ':u:, ON in- l- ------+-------1i--------+-------1-----+-------1-----+-------+-----+-------+------i------+-----+------+-----+-------+------i--------+--olar---=1e-f'>-. co-~o+--o (/) o . on . - -----t-------+---------1------+-------+------+-------+------+------+-----+------+-----+------+------+------+------+-------+-----------<t--,O+ .. .., <0 --- o • 1co--a::: o oo ~ - -+r-- t---II w O~~- ~I")~.-- z . : 00 N- ._g~ - ------+-----------<t-------+-------+------+--------+------+-------+-----+------+-----+-------+------+------+------+-------+------<e> "' W 0.---- o "' w t- o g_~~ _JI _-----l-------+-------l------+-------t-----+-------t-----+------+-----+------+-----+------+-----I-------+-----~ '=o ____ in,•_ -----1":c'+.+O ._ _45% CJ d" V 1nr-r r=:: '<:.I rrJ O· +'- " 1- ------+-------jf------+-------j-----+-------t-----+------t-----+------+-----+------+-----t------+----,:s,·I o - 0 "' m 0-5-;'2:-i'"' < in ·o- in- <0t- ------+-------11-------+-------l-----+-------t-----+------+-----+------+-----+------+-----+------+--~ ,-i ~ brr,i-" -----++---17.% N-inrr, 4. ------+-------11-------+-------1-----+-------t-----+-------+-----+------+-----+------+-----+------+---~-+-~-,"'co+I ~ ____5_.'31~:-,;c=-+----1---+----E_X_IS_T+-NG_ G_R_OU_N_D_-+------I 5.65% ------+---------1t-------+-------1------+--------+------+-------+-----+------+-----+-------+------+------+------+------PRflP 0 SE0-Te~---+-----+------+------- N: 2§_3-2~ _ \ \ EX . WATER ~ - --------------------.:::. -1 ~'6_,1f-0-0~ / Ex. SEWE\ 6Jf00 ___/\lEX. WATER > J a u;> - 67+96.97 45.00' L - ---- I 68+03.94 45.00 L (126.89)FL . . N in ----rr, ·t--~ -1 PB _[ EX. 16" WATER l 69+23.52 45.00' L L 16" WATER 69+04.81 l 5.00 L ( 133.42)TC SCALE: 1 "=20 ' A~N:~ 3-293-59---....__ 937 LOMAS SANTA FE .PR '---------- ---- ' - TC=EG --l H. SCALE: V. SCALE: 1 "=20' 1 "=4' 5.00' L W _ 138. 30 TC/GB (/) - 5 PROTECT IN PLACE ADJUST TO FINISH GRADE SAWCUT EXISTING PAVEMENT REMOVE EXISTING CURB AND GUTTER RELOCATE EXISTING SIGN PER SIGNING AND STRIPING PLANS REMOVE EXISTING SIDEWALK GRIND EXISTING AC PAVEMENT 2" REMOVE EXISTING RETAINING CURB 30 PRIVATE RW IRRIGATION EQUIPMENT TO BE REMOVED OR RELOCATED TO PRIVATE PROPERTY BY OWNER. REMOVE EXISTING ABANDONED PULLB0X. CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE PER WAS WV-01 AND REUSE 2 EXISTING VALVE CANS AND LIDS. AS REQUIRED, CONTRACTOR TO COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS. (DMATCH EXISTING IMPROVEMENTS AND ELEVATIONS. (D CONSTRUCT TYPE G 6" CURB AND GUTTER PER SDRSD G-2. @CONSTRUCT TYPE B-1 MEDIAN CURB PER SDRSD G-6 . G) CONSTRUCT PCC SIDEWALK PER SDRSD G-7 @ OVERLAY AC PAVEMENT 2" @ CONSTRUCT 4" STABILIZED DECOMPOSED GRANITE SHOULDER. @CONSTRUCT RETAINING WALL. SEE SHEET RWALL-1 TO RWALL-4 FOR PLAN AND PROFILE. @ LANDSCAPE AREA PER LANDSCAPING PLANS. @CONSTRUCT 12" FULL DEPTH AC PAVEMENT @RELOCATE EXISTING STREET LIGHT PER SDRSD E-01 AND E-02. SPLICE NEW TO EXISTING CONDUCTORS. @ CONSTRUCT 8" STEM CURB PER DETAIL 1 ON SHEET CD-4 TYP. @CONSTRUCT CURB OUTLET PER SDRSD D-25A WITH OPEN CHANNEL CONNECTION. @CONSTRUCT TYPE B BROW DITCH AT BACK OF RETAINING WALL PER SDRSD D-75. CURB DATA TABLE @ BEARING/DELTA RADIUS LENGTH NOTE 1 N84"43'48"W 76.81' 6" CURB II< GUTTER 2 18°55' 12· 92.50' 30.55' 6" CURB II< GUTTER 3 18°55' 12· 92.50' 20.05' 6" CURB II< GUTTER 4 N84°43'48"W 95.53' MEDIAN CURB 5 N86°38'24"W 49.58' MEDIAN CURB CENTERLINE DATA TABLE Elg BEARING/DELTA RADIUS LENGTH NOTE 1 N84°43'48"W 500.00' LOMAS SANTA FE DR 2 N14°21'15"W 92.85' SANTA HELENA 2"AC GRIND II< OVERLAY ~------~ 12" FULL DEPTH AC PAVEMENT ''!its~''''· ;;;f:~'f;;,pi;t/,;.c.',;'f,.Y"-k'. 4" ST AB I LI ZED DECOMPOSED ''((,Cf:.',;j_:;¢,:c_i;•,?;;%.c-9,;f";,s, GRAN I TE SHOULDER NOTE: CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE PER WAS WV-01 AND REUSE EXISTING VALVE CANS AND LIDS. AS REQUIRED, CONTRACTOR TO COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS. 20 10 0 20 40 60 1-~1----1 1----11 ---- SCALE: 1 "=20 ' AS-BUILT PLAN CODE IMP-1 By_· _______ Date: ___ _ R.C.E._· ______ Exp: ___ _ Michael Baker 5050 Avenida Encinas Suite260 ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO. INTERNATIONAL Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM RCE 90577 12/2/2024 DATE >---------------+----+---1 By: _________ Date: ___ _ R.C.E.: Exp:

H:\PDATA\172013_L0MAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-06-IM-E.DWG FISKE, ERIK 1/14/2025 11:13 AM By: _________ 0ate: ___ _
DESCRIPTION:

LOCATION: IMPROVEMENT PLANS FOR: IMPROVEMENT PLAN & PROFILE Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L. Sheet 6 of 54

G G G G G G G G G G SD SD SD SD E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW E E E E E E E E E E E E E E E E E E E E E E E E E E E E RW RW W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T PB PB PB PB PB MW MW PB PB MG PB PB PB PB PB PB PB PB CG-3185 LOMAS SANTA FE CORRIDOR LOMAS SANTA FE-PLAN LOMAS SANTA FE-NORTH TC PROFILE DEMOLITION NOTES CONSTRUCTION NOTES PAVEMENT LEGEND LOMAS SANTA FE-MULTI-USE PATH CL 71+00 72+00 73+00 74+00 75+00 140 145 150 145 150 140 155 160 165 165 160 155 ~=== -- 42 :::: ---::140 . 38 BW - _ ·• 1::::::--139.88 FL - ,C> '-" ---- ., - BC 70;60 . 34 ::---=:: -• - -45. 5Q___L ~ --._ . v \_....---- ==-----=:½ 263 292 55- GAS METER 1 __ ..... 0 LO R( < :1z __ -- ..... __J I CJ 1- 70+52.34 tl _35.35' L --,:__ __ _ 139.40 FL AP 70+60.34 - 7 .00 L (141.27)TC ) 3 TC=EG :i E'f.=-===?=..,= R/W- - - I Michael Baker 5050 Avenida Encinas Suite260 -- . ~ - +--g"-7 AP 71+95.00 45.50' L 17 - ~o AP 72+20. 00 lfil 47.00' L 7 ENGINEER OF WORK 9 175 --.::{ 170 165 (160 /EX. 16" WATER - 16" WATER CURB RAMP 31 L [j] 73+00 -1· I----- LOMA SANTA FE EX. TELE SCALE: 1 "=20 ' -RET.Al l',II G- WAl=b-A ,_SEE- 15 Sl:IEE'J- RWAlab-CANl:l-RWAbL-::2- 4 ~ 12 12" WATER . " - o',l __ _ ~- 74+00 J H. SCALE: V. SCALE: t:'I MI rs~oF.::GRAD J-NG PB- 2 - - PB 2 . I,; 6' RAISED MEDIAN 1 ..,_ SEE SHEET SD-1 FOR EX. ELEC \_ 1 SIDEWALK 150 DRAINAGE PLAN AND PROFILE (TYP) CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK DESCRIPTION: Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM f--------------+---t---i By: _________ Date: ___ _ By: _________ Date:. ___ _ LOCATION: INTERNATIONAL RCE 90577 12/2/2024 DATE H:\PDATA\172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-07-IM-E.DWG FISKE, ERIK 1/14/2025 11:14 AM R.C.E_: Exp:

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L.

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REMOVE/RELOCATE EXISTING TRAFFIC SIGNAL EQUIPMENT PER TRAFFIC SIGNAL MODIFICATIONS PLANS REMOVE EXISTING MEDIAN CURB REMOVE EXISTING CURB INLET. SEE DRAINGE PLANS FOR NEW LOCATION. REMOVE EXISTING SIDEWALK REMOVE EXISTING RETAINING WALL GRIND EXISTING AC PAVEMENT 2"
O PRIVATE RW IRRIGATION EQUIPMENT TO BE REMOVED OR RELOCATED TO PRIVATE PROPERTY BY OWNER. ~6-g6o~~~N:~~S~ITH
SFID FOR ADDITIONAL NEW LIDS.

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(I} CONSTRUCT TYPE G 6" CURB AND GUTTER PER SDRSD G-2.
@CONSTRUCT TYPE B-1 MEDIAN CURB PER SDRSD G-6. @CONSTRUCT PCC SIDEWALK PER SDRSD G-7 - @ OVERLAY AC PAVEMENT 2"
@ CONSTRUCT 4" STABILIZED DECOMPOSED GRANITE SHOULDER.
@CONSTRUCT TYPE C CURB RAMP PER SDRSD G-29. SEE DETAILS ON SHEET CD-1 TO CD-2 TYP. @CONSTRUCT RETAINING WALL. SEE SHEET RWALL-1 TO RWALL-4 FOR PLAN AND PROFILE. - @LANDSCAPE AREA PER LANDSCAPING PLANS.
@ CONSTRUCT 8" STEM CURB PER DETAIL 1 ON SHEET CD-4 TYP. @RELOCATE EXISTING STREET LIGHT PER SDRSD E-01 AND E-02. SPLICE NEW TO EXISTING CONDUCTORS. SEE STREET LIGHT RELOCATION PER DETAIL 5 ON SHEET CD-4.

CURB DATA TABLE
@ BEARING/DELTA RADIUS LENGTH NOTE
1 18°55' 12· 92.50' 10.50' 6" CURB lie GUTTER
2 N84°43'48"W 466.28' 6" CURB lie GUTTER
3 N86°38'24"W 10.45' MEDIAN CURB

CENTERLINE DATA TABLE
EEl BEARING/DELTA RADIUS LENGTH NOTE
N84°43'48"W 500.00' LOMAS SANTA FE DRIVE
2"AC GRIND lie OVERLAY
NOTE:

CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE
PER WAS WV-01 AND REUSE EXISTING VALVE CANS
AND LIDS. AS REQUIRED, CONTRACTOR TO
COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS.
20 10 0 20 40 60 ~I ~~,____-1 __ 1-__,1

PLAN CODE
IMP-2
SCALE: 1 "=20 '

AS-BUILT
By_· _______ Date: ___ _
R.C.E._· ______ Exp: ___ _

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:

ENGINEERING DEPARTMENT

IMPROVEMENT PLAN & PROFILE
DRAWING NO.

Sheet 7 of 54
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g REMOVE/RELOCATE EXISTING TRAFFIC SIGNAL EQUIPMENT PER TRAFFIC SIGNAL MODIFICATIONS PLANS ! REMOVE EXISTING SIDEWALK GRIND EXISTING AC PAVEMENT 2" ADJUST EXISTING M-10 MONUMENT COVER TO FINISH GRADE. EXISTING M-10 SURVEY MONUMENT TO BE PROTECTED PLACE.
- A PRIVATE RW IRRIGATION EQUIPMENT TO BE REMOVED OR RELOCATED TO PRIVATE PROPERTY BY OWNER. M CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE PER WAS WV-01 AND REUSE EXISTING VALVE CANS AND LIDS. AS REQUIRED, CONTRACTOR TO COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS. A REMOVE EXISTING UNDERDRAIN UP TO PROPERTY LINE. CONTRACTOR TO CONNECT NEW UNDERDRAIN TO EXISTING.
(DMATCH EXISTING IMPROVEMENTS AND ELEVATIONS.
@ CONSTRUCT TYPE G 6" CURB AND GUTTER PER SDRSD G-2.
@CONSTRUCT TYPE B-1 MEDIAN CURB PER SDRSD G-6.

CI) CONSTRUCT PCC SIDEWALK PER SDRSD G-7
@ OVERLAY AC PAVEMENT 2"
@CONSTRUCT 4" STABILIZED DECOMPOSED GRANITE SHOULDER. @CONSTRUCT TYPE A CURB RAMP PER SDRSD G-27. SEE DETAILS ON SHEETS CD-1 TO CD-2 TYP. @CONSTRUCT TYPE C CURB RAMP PER SDRSD G-29. SEE DETAILS ON SHEET CD-1 TO CD-2 TYP. @CONSTRUCT CONCRETE CROSS GUTTER PER SDRSD G-12 @CONSTRUCT RETAINING WALL. SEE SHEET RWALL-1 TO RWALL-4 FOR PLAN AND PROFILE. @LANDSCAPE AREA PER LANDSCAPING PLANS. @CONSTRUCT 12" FULL DEPTH AC PAVEMENT @CONSTRUCT 8" STEM CURB PER DETAIL 1 ON SHEET CD-4 TYP. @RELOCATE EXISTING AIR AND VACUUM VALVE AND ENCLOSURE TO BACK OF PROPOSED PATH. EXTEND OR RE-CONNECT TUBING AS REQUIRED FOR RELOCATION PER WAS WA-04 AND WA-06. CONTRACTOR TO COORDINATE WITH SFID PRIOR TO RELOCATION. @RELOCATE EXISTING REMOTE TERMINAL UNIT (RTU) ENCLOSURE AND METER PEDESTAL TO BACK OF PROPOSED PATH. RE-ESTABLISH CONNECTION FROM NEW RTU ENCLOSURE

AND METER PEDESTAL LOCATIONS TO EXISTING SFID PRESSURE REDUCING STATION IMPROVEMENTS. SEE DETAIL ON SHEET CD-3.
@OVERLAY AC PAVEMENT WITH VARIABLE DEPTH (2" MIN.) @RELOCATE EXISTING STREET LIGHT PER SDRSD E-01 AND E-02. SPLICE NEW TO EXISTING CONDUCTORS. SEE STREET LIGHT RELOCATION PER DETAIL 5 ON SHEET CD-4.
@INSTALL 3" PVC SIDEWALK UNDERDRAIN PIPE PER SDRSD D-27. @CONSTRUCT 24" BY 24" CATCH BASIN.
@J REMOVE AND RECONSTRUCT EXISTING 1.5" DISCHARGE DRAIN LINE PER SDRSD D-27. INTERCEPT EXISTING DRAIN LINE AT EXSTING PRESSURE REDUCING STATION.

CONTRACTOR TO COORDINATE WITH SFID BEFORE WORK IS PERFORMED. @INSTALL 3" PVC SIDEWALK UNDERDRAIN PIPE PER SDRSD D-27. CONTRACTOR TO COORDINATE WITH SFID TO BE PRESENT DURING CONSTRUCTION TO ENSURE EXISTING INFASTRUCTURE FOR PRESSURE REDUCING STATION IS PROTECTED IN PLACE. ©
1 2
3 4

CURB DATA TABLE

BEARING/DELTA RADIUS
N84°43'48"W N84°43'48"W
93°00'37" 30.00'
N02 15'35"E
LENGTH

3.23'
210.54'

48.70'

6. 16'
NOTE
6" CURB & GUTTER 6" CURB & GUTTER 6" CURB & GUTTER 6" CURB & GUTTER BCR 78+65.25

33.00' L EC 80 . 10 -32.86 "'l...
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84°23'58" 30.00' 44.19' 6" CURB & GUTTER
TELE
78+80.85

5.00 R
185.69 TC/GB J i ·.,..-\,,•,'1"71
NOTE:
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BC 80+06.91

11.00'R
CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE PER WAS WV-01 AND REUSE EXISTING VALVE CANS AND LIDS. AS REQUIRED,
CONTRACTOR TO COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS.

APPROVED FOR CONSTRUCTION BENCH MARK
DESCRIPTION:

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9 10
11 12 13 14
N84°43'48"W
00°03'00"
11°23'56" 13°45'04"
N84°43'48"W
180°00·00·
N84°43'48"W
02°33'26"
183.28' 6" CURB & GUTTER
1000.00' 0.87' 6" CURB & GUTTER
192.50' 38.30' MEDIAN CURB 192.50' 46.20' MEDIAN CURB

93.91' MEDIAN CURB

3.00' 9.42' MEDIAN CURB
134.54' MEDIAN CURB
970.00' 43.29' MEDIAN CURB

CENTERLINE DATA TABLE

BEARING/DELTA RADIUS LENGTH NOTE
N84°43'48"W 481.80' LOMAS SANTA FE DR
2 01°02•34" 1000.00' 18.20' LOMAS SANTA FE DR
3 N02°09'09"E 97.20' VIA MIL CUMBRES
2"AC GRIND & OVERLAY
20 10 0 20 40 60 ~I ~~f-----1
__ 1-_____,1
SCALE: 1 "=20 '

CITY OF SOLANA BEACH

PLAN CODE
IMP-3

AS-BUILT
By_· _______ Date: ___ _
R.C.E._· ______ Exp: ___ _
ENGINEERING DEPARTMENT DRAWING NO.

IMPROVEMENT PLAN & PROFILE Carlsbad, CA 92008
Phone: (760) 476-9193 MBAKERINTL. COM
1---------------+---+---1 By: _________ Date: ___ _ By: _________ Date: ___ _ LOCATION: IMPROVEMENT PLANS FOR:

INTERNATIONAL RCE 90577 12/2/2024 DATE
H:\PDATA\172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-08-IM-E.DWG FISKE, ERIK 1/14/2025 11:16 AM R.C.E.: Exp:

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L. Sheet 8 of 54 W W W W W SD SD SD E E E E E E E E E E E E E E E E E E E E E E T E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E X X X X X X X X X X X X X X X X PB CG-3185 LOMAS SANTA FE CORRIDOR LOMAS SANTA FE-PLAN LOMAS SANTA FE-NORTH TC PROFILE 81+00 82+00 83+00 84+00 DEMOLITION NOTES CONSTRUCTION NOTES 205 200 195 85+00 PAVEMENT LEGEND 195 200 205 210 215 220 220 215 210 LOMAS SANTA FE-MULTI-USE PATH CL -- Michael Baker ,, I '-- 5050 Avenida Encinas Suite260 TELE ENGINEER OF WORK EC 82+48.93 4. 11' R END B 2 MEDIAN CURB CITY APPROVED CHANGES LOMAS SANTA FE -- -- SCALE: 1 "=20 ' APP'D DATE RECOMMENDED FOR APPROVAL Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM f--------------+---+--1 By: _________ Date: ___ _ INTERNATIONAL RCE 90577 12/2/2024 DATE H:\PDATA\172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-09-IM-E.DWG FISKE, ERIK 1/14/2025 11:18 AM R.C.E.: Exp:
- -
-
205

APPROVED FOR CONSTRUCTION
By: _________ Date:. ___ _
Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25
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BENCH MARK
DESCRIPTION:

LOCATION:

ELEV.: DATUM: M.S.L.

PROTECT IN PLACE

ADJUST TO FINISH GRADE

SAWCUT EXISTING PAVEMENT
REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING AC PATH RELOCATE EXISTING SIGN PER SIGNING AND STRIPING PLANS REMOVE EXISTING CURB INLET. SEE DRAINGE PLANS FOR NEW LOCATION.

GRIND EXISTING AC PAVEMENT 2"
2 ADJUST EXISTING M-10 MONUMENT COVER TO FINISH GRADE. EXISTING M-10 SURVEY MONUMENT TO BE PROTECTED PLACE.

M,_ CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE PER WAS WV-01 AND REUSE EXISTING VALVE CANS AND LIDS. AS REQUIRED, CONTRACTOR TO COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS.
(D CONSTRUCT TYPE G 6" CURB AND GUTTER PER SDRSD G-2.
@CONSTRUCT TYPE B-1 MEDIAN CURB PER SDRSD G-6.

G)coNSTRUCT PCC SIDEWALK PER SDRSD G-7
@ OVERLAY AC PAVEMENT 2"
@ CONSTRUCT 4" STABILIZED DECOMPOSED GRANITE SHOULDER . @LANDSCAPE AREA PER LANDSCAPING PLANS.
@) CONSTRUCT 8" STEM CURB PER DETAIL 1 ON SHEET CD-4 TYP. @CONSTRUCT TYPE B-2 MEDIAN CURB PER SDRSD G-6.

CURB DATA TABLE
@ BEARING/DELTA RADIUS LENGTH NOTE
1 18°25' 16" 1000.00' 321.51' 6" CURB 8c GUTTER
2 N76°47'56"E 119.49' 6" CURB 8c GUTTER
3 01•55•01· 192.50' 6.44' MEDIAN CURB
4 10'41 '43" 1027.00' 191.71' MEDIAN CURB
5 176°43'55" 3.00' 9.25' MEDIAN CURB
6 11'50'29" 970.00' 200.47' MEDIAN CURB

CENTERLINE DATA TABLE
@ BEARING/DELTA RADIUS LENGTH NOTE
1 17°45'08"' 1000.00' 309.83' LOMAS SANTA FE DR
2 N76'47'56"E 140.17' LOMAS SANTA FE DR
2"AC GRIND 8c OVERLAY
NOTE:

CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE
PER WAS WV-01 AND REUSE EXISTING VALVE CANS
AND LIDS. AS REQUIRED, CONTRACTOR TO
COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS.
20 10 0 20 40 60

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:

I ~t----1 lr-------11
~- ~---,---- SCALE: 1 "=20'

AS-BUILT
PLAN CODE By_· ____ Date:. __
IMP-4 R.C.E._· ______ Exp: ___ _

ENGINEERING DEPARTMENT

IMPROVEMENT PLAN & PROFILE
DRAWING NO.

Sheet 9 of 54
W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT W W W W W W W W W W W W W W W W W W W W W W W W CG-3185 LOMAS SANTA FE CORRIDOR LOMAS SANTA FE-PLAN LOMAS SANTA FE-NORTH TC PROFILE 85+00 86+00 87+00 88+00 DEMOLITION NOTES CONSTRUCTION NOTES 89+00 PAVEMENT LEGEND LOMAS SANTA FE-MULTI-USE PATH CL 225 230 235 225 230 235 235 240 245 245 240 235 I I Michael Baker INTERNATIONAL 5050 Avenida Encinas Suite260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM ENGINEER OF WORK RCE 90577 12/2/2024 DATE --------------- 0 'r CITY APPROVED CHANGES SCALE: 1 "=20 ' APP'D DATE RECOMMENDED FOR APPROVAL >---------------+---+---1 By: _________ Date: ___ _ R.C.E.: Exp:

H:\PDATA\172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-10-IM-E.DWG FISKE, ERIK 1/14/2025 11:20 AM

APPROVED FOR CONSTRUCTION BENCH MARK
DESCRIPTION:

By: _________ Date: ___ _ LOCATION:

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L.

PROTECT IN PLACE

SAWCUT EXISTING PAVEMENT

REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING AC PATH GRIND EXISTING AC PAVEMENT 2"
ADJUST EXISTING M-10 MONUMENT COVER TO FINISH GRADE. EXISTING M-10 SURVEY MONUMENT TO BE PROTECTED PLACE.

REMOVE EXISTING POST
@CONSTRUCT TYPE B-1 MEDIAN CURB PER SDRSD G-6.
(D CONSTRUCT PCC SIDEWALK PER SDRSD G-7
@ OVERLAY AC PAVEMENT 2"
@CONSTRUCT 4" STABILIZED DECOMPOSED GRANITE SHOULDER. @LANDSCAPE AREA PER LANDSCAPING PLANS. @RELOCATE EXISTING STREET LIGHT PER SDRSD E-01 AND E-02. SPLICE NEW TO EXISTING CONDUCTORS.
@CONSTRUCT 8" STEM CURB PER DETAIL 1 ON SHEET CD-4 TYP. @CONSTRUCT TYPE B-2 MEDIAN CURB PER SDRSD G-6. @CONSTRUCT MEDIAN UNDERDRAIN PER DETAIL 3 ON SHEET CD-4. @) HARDSCAPE PER LANDSCAPE PLANS. @INSTALL 3" PVC SIDEWALK UNDERDRAIN PIPE PER SDRSD D-27. @) CONSTRUCT 24" BY 24" CATCH BASIN.

CURB DATA TABLE
@ BEARING/DELTA RADIUS LENGTH
1 N76°47'56"E 238.32' 6 ..
2 N75"22'00"E 200.06' 6 ..
3 00"26'46" 1531.00' 11.92' 6 ..
4 00°26'17" 1504.00' 11. 50'
5 N75"22'00"E 50.08'
6 177°42'30" 3.00' 9.30'
7 N77"39'30"E 49.98'
8 00"26'25" 1496.00' 11. 50'
NOTE
CURB 8c GUTTER CURB 8c GUTTER CURB 8c GUTTER

MEDIAN CURB MEDIAN CURB MEDIAN CURB MEDIAN CURB MEDIAN CURB

CENTERLINE DATA TABLE
ffi:j BEARING/DELTA RADIUS LENGTH NOTE
1 N76"47'56"E 438.40' LOMAS SANTA FE DR
2 00"26'36" 1500.00' 11.61' LOMAS SANTA FE DR
2"AC GRIND 8c OVERLAY
•Ii'fb.:'f;.,pf.;~';fff;i:•.~'iP.'ii~'.' 4" ST AB I LI ZED DECOMPOSED ''~.,.,,,:;g,1,:.f•,,,~,,.~'s;;'r,-//>;, GRAN I TE SHOULDER [ :\~ ':>L~ '.;';.\•<<,f:/1 s I DEWALK PER SDRSD
NOTE:

DECORATIVE HARDSCAPE PER LANDSCAPE PLANS

CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE
PER WAS WV-01 AND REUSE EXISTING VALVE CANS
AND LIDS. AS REQUIRED, CONTRACTOR TO
COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS.
20 10 0 20 40 60

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:
~I ~~f----1
__
1---<1
SCALE: 1 "=20 '

AS-BUILT

PLAN CODE
IMP-5
By_· _______ Date: ___ _
R.C.E._· ______ Exp: ___ _
ENGINEERING DEPARTMENT DRAWING NO.

IMPROVEMENT PLAN & PROFILE
Sheet 1 0 of 54
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Phone: (760) 476-9193 MBAKERINTL. COM
>---------------+---+---1 By: _________ Date: ___ _ By: _________ Date: ___ _ INTERNATIONAL RCE 90577 12/2/2024 DATE
H:\PDATA\172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-11-IM-E.DWG FISKE, ERIK 1/14/2025 11:21 AM Dan Goldberg, PE. Acting City Engineer
R.C.E.: Exp: R.C.E.: 57292 Exp: 12/31/25
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PROTECT IN PLACE

ADJUST TO FINISH GRADE

SAWCUT EXISTING PAVEMENT

REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING AC PATH

RELOCATE EXISTING SIGN PER SIGNING AND STRIPING PLANS
GRIND EXISTING AC PAVEMENT 2"
RELOCATE EXISTING UNDERGROUND GAS MARKER.

ADJUST EXISTING M-10 MONUMENT COVER TO FINISH GRADE. EXISTING M-10 SURVEY MONUMENT TO BE PROTECTED PLACE.

CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE PER WAS WV-01 AND REUSE EXISTING VALVE CANS AND LIDS. AS REQUIRED, CONTRACTOR TO COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS.
(DMATCH EXISTING IMPROVEMENTS AND ELEVATIONS.

Ci) CONSTRUCT TYPE G 6" CURB AND GUTTER PER SDRSD G-2.
@CONSTRUCT TYPE B-1 MEDIAN CURB PER SDRSD G-6.
(D CONSTRUCT PCC SIDEWALK PER SDRSD G-7
@ OVERLAY AC PAVEMENT 2"
(z)CONSTRUCT MULTI-USE PATH, 4" PCC OVER NATIVE GROUND. @ CONSTRUCT 4" STABILIZED DECOMPOSED GRANITE SHOULDER.
@CONSTRUCT TYPE B DIRECTIONAL CURB RAMP PER SDRSD G-27. SEE DETAILS ON SHEETS CD-1 TO CD-2 . @CONSTRUCT TYPE A CONCRETE DRIVEWAY PER SDRSD G14A FOR COMMERCIAL USE. SEE DETAILS ON SHEET CD-3 . @CONSTRUCT BIOFILTRATION BASIN PER DETAIL 1 AND 3 ON SHEET CD-5. @LANDSCAPE AREA PER LANDSCAPING PLANS. @CONSTRUCT MODIFIED 6" CURB AND GUTTER WITH CUTOFF WALL ADJACENT TO BIOFILTRATION BASIN PER DETAIL 2 ON SHEET CD-4. @ CONSTRUCT 8" STEM CURB PER DETAIL 1 ON SHEET CD-4 TYP. @CONSTRUCT TYPE B-2 MEDIAN CURB PER SDRSD G-6.
@CURB CUT PER DETAIL 2 ON SHEET CD-5. @INSTALL CLEANOUT PER DETAIL 1 AND 3 ON SHEET CD-5. @ CONSTRUCT 6" PVC PERFORATED UNDERDRA IN.
@CONSTRUCT MEDIAN UNDERDRAIN PER DETAIL 3 ON SHEET CD-4. @RELOCATE EXISTING AIR AND VACUUM VALVE AND ENCLOSURE TO BACK OF PROPOSED PATH. tJ (/)
EXTEND OR RE-CONNECT TUBING AS REQUIRED FOR RELOCATION PER WAS WA-04 AND WA-06.

CONTRACTOR TO COORDINATE WITH SFID PRIOR TO RELOCATION.

CURB DATA TABLE
© BEARING/DELTA RADIUS LENGTH NOTE
1 14"08'58" 1531 .00' 378.09' 6"CURB &: GUTTER
2 N88°36'3o"w 90.07' 6"CURB &: GUTTER
3 N87° 10 '35"W 39.51' 6"CURB &: GUTTER
4 02•31•20" 1504.00' 66.21' MEDIAN CURB
5 17° 13' 10" 49.00' 14.73' MEDIAN CURB
6 163°18'04" 3.00' 8.55' MEDIAN CURB
7 03•02'34" 1496.00' 79.45' MEDIAN CURB

CENTERLINE DATA TABLE
@ BEARING/DELTA RADIUS LENGTH NOTE
1 14 °08' 58" 1500. 00' 370. 43' LOMAS SANTA FE DR
2 N88°36'30"W 129.57' LOMAS SANTA FE DR
2"AC GRIND&: OVERLAY
12" FULL DEPTH AC PAVEMENT
,.-...... , :•.>~·~.,. -::->.-; .:·:'..'' .-,j PCC SIDEWALK PER SDRSD l·':'!: .. ,:·--::.~.J-., _.,_ ... :_.,:: •. -.. !,<~-- .;; _ G-7 NOTE:

CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE
PER WAS WV-01 AND REUSE EXISTING VALVE CANS
AND LIDS. AS REQUIRED, CONTRACTOR TO
COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS.
20 10 0 20 40 60 '--I ---"~r----1
__ 1-___,1

PLAN CODE
IMP-6
SCALE: 1 "=20'

AS-BUILT
By_· _______ Date: ___ _
R.C.E._· ______ Exp: ___ _
BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.

IMPROVEMENT PLANS FOR: IMPROVEMENT PLAN & PROFILE
DATUM: M.S.L. Sheet 11 af 54

SD SD SD SD SD
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H:\PDATA\172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-12-IM-E.DWG FISKE, ERIK 1/14/2025 11:23 AM DESCRIPTION:

By: _________ Date:. ___ _ LOCATION:

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L,

PROTECT IN PLACE

ADJUST TO FINISH GRADE

SAWCUT EXISTING PAVEMENT

REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING AC PATH

RELOCATE EXISTING SIGN PER SIGNING AND STRIPING PLANS

REMOVE EXISTING CURB OUTLET
GRIND EXISTING AC PAVEMENT 2"
@ CONSTRUCT TYPE G 6" CURB AND GUTTER PER SDRSD G-2.

G) CONSTRUCT PCC SIDEWALK PER SDRSD G-7
@ OVERLAY AC PAVEMENT 2" @ CONSTRUCT 4" STABILIZED DECOMPOSED GRANITE SHOULDER. @CONSTRUCT BIOFILTRATION BASIN PER DETAIL 1 AND 3 ON SHEET CD-5. @LANDSCAPE AREA PER LANDSCAPING PLANS.
@CONSTRUCT MODIFIED 6" CURB AND GUTTER WITH CUTOFF WALL ADJACENT TO BIOFILTRATION BASIN PER DETAIL 2 ON SHEET CD-4.
@ CONSTRUCT 8" STEM CURB PER DETAIL 1 ON SHEET CD-4 TYP . @ CURB CUT PER DETAIL 2 ON SHEET CD-5. (@)INSTALL CLEANOUT PER DETAIL 1 AND 3 ON SHEET CD-5.
@) CONSTRUCT 6" PVC PERFORATED UNDERDRAIN. @) HARDSCAPE PER LANDSCAPE PLANS. @ INSTALL 3" PVC SIDEWALK UNDERDRAIN PIPE PER SDRSD D-27. @) CONSTRUCT 24" BY 24" CATCH BASIN.

CURB DATA TABLE
@ BEARING/DELTA RADIUS LENGTH NOTE
1 N87°10'35"W 160.56' 6" CURB lie GUTTER
2 N88° 36 • 3o•w 289.49' 6" CURB lie GUTTER

CENTERLINE DATA TABLE

BEARING/DELTA RADIUS LENGTH NOTE
1 N88° 36 • 3o•w 450.00' LOMAS SANTA FE DR
2"AC GRIND lie OVERLAY
""""'•"'- "'•""·'"' 1} "' i{:"' ;rf,"' $ "' Jl:.t "' •~sa::\t,"' 1%"' · 4" STABILIZED DECOMPOSED ===,,.,,..·•.a··"'-""~-= ~= • ,.. . GRANITE SHOULDER
[::•:~::::~ :;~•.\·~i;,'.)'1 SIDEWALK PER SDRSD

DECORATIVE HARDSCAPE PER
o LANDSCAPE PLANS
NOTE:

CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE
PER WAS WV-01 AND REUSE EXISTING VALVE CANS
AND LIDS. AS REQUIRED, CONTRACTOR TO
COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS.
20 10 0 20 40 I ~-~r----1 I
SCALE: 1 "=20 '

AS-BUILT
60 I

PLAN CODE
IMP-7 R.C.E._· ______ Exp: ___ _

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:

ENGINEERING DEPARTMENT

IMPROVEMENT PLAN & PROFILE
DRAWING NO.

Sheet 12 af 54
W W W W W W W W W W W W W W W W W W W W W W W W CG-3185 LOMAS SANTA FE CORRIDOR LOMAS SANTA FE-PLAN LOMAS SANTA FE-NORTH TC PROFILE 99+00 100+00 101+00 102+00 DEMOLITION NOTES 103+00 265 270 275 CONSTRUCTION NOTES PAVEMENT LEGEND 265 270 275 LOMAS SANTA FE-MULTI-USE PATH CL 280 285 290 280 285 290 Michael Baker INTERNATIONAL 5050 Avenida Encinas Suite260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM 265 260 ENGINEER OF WORK RCE 90577 12/2/2024 DATE SCALE: 1 "=20 ' CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL f--------------+---+---1 By: _________ Date: ___ _ R.C.E.: Exp:

H:\PDATA\172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-13-IM-E.DWG FISKE, ERIK 1/14/2025 11:24 AM

EXIST NG GROUND

APPROVED FOR CONSTRUCTION
By: _________ Date:. ___ _
Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25
DESCRIPTION:

LOCATION:

ELEV.:

H. SCALE:

V. SCALE:

AP 103+26.33

4.00' R

BENCH MARK
1 "=20'
1 "=4'
tI)
DATUM: M.S.L.
-1
-
-
.....

I~
w
z

PROTECT IN PLACE

SAWCUT EXISTING PAVEMENT

REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING AC PATH GRIND EXISTING AC PAVEMENT 2"
ADJUST EXISTING M-10 MONUMENT COVER TO FINISH GRADE. EXISTING M-10 SURVEY MONUMENT TO BE PROTECTED PLACE.
@ CONSTRUCT TYPE G 6" CURB AND GUTTER PER SDRSD G-2.
@CONSTRUCT TYPE B-1 MEDIAN CURB PER SDRSD G-6.

G) CONSTRUCT PCC SIDEWALK PER SDRSD G-7
@ OVERLAY AC PAVEMENT 2"
@CONSTRUCT 4• STABILIZED DECOMPOSED GRANITE SHOULDER. @LANDSCAPE AREA PER LANDSCAPING PLANS. @CONSTRUCT 8" STEM CURB PER DETAIL 1 ON SHEET CD-4 TYP.

CURB DATA TABLE
@ BEARING/DELTA RADIUS LENGTH NOTE
1 N88°36'3o•w 226.17' 6" CURB lie GUTTER
2 N89°57'34"E 200.06' 6" CURB lie GUTTER
3 N88°36'30"W 23.83' 6" CURB lie GUTTER
5 N88°36'30"W 23.61' MEDIAN CURB
6 N89°57'34"E 50.08' MEDIAN CURB
7 177°42'30" 3.00' 9.30' MEDIAN CURB
8 N87°44'56"W 49.98' MEDIAN CURB
9 N88°36'30"W 23.67' MEDIAN CURB

CENTERLINE DATA TABLE
ffi'j BEARING/DELTA RADIUS LENGTH NOTE
1 N88°36'30"W 450.00' LOMAS SANTA FE DR
2"AC GRIND lie OVERLAY
NOTE:

CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE
PER WAS WV-01 AND REUSE EXISTING VALVE CANS
AND LIDS. AS REQUIRED, CONTRACTOR TO
COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS .
20 10 0 20 40 60

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:

I
~-
~f-------1 1-------11
-----,,---,---- SCALE: 1 "=20 '

AS-BUILT

PLAN CODE
IMP-8
By_· _______ Date: ___ _
R.C.E._· ______ Exp: ___ _

ENGINEERING DEPARTMENT

IMPROVEMENT PLAN & PROFILE
DRAWING NO.

Sheet 13 of 54
W W W W W G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X CG-3185 LOMAS SANTA FE CORRIDOR LOMAS SANTA FE-PLAN LOMAS SANTA FE-NORTH TC PROFILE DEMOLITION NOTES CONSTRUCTION NOTES PAVEMENT LEGEND LOMAS SANTA FE-MULTI-USE PATH CL 104+00 105+00 106+00 107+00 305 300 295 108+00 295 300 305 310 315 320 310 315 320 0 0 f r-----,----,----,----i----------ii---------ii---------i--------:::i======+======+======+====::::+=----4----4----4-------r-------r----,----,----4 f PROTECT IN PLACE SAWCUT EXISTING PAVEMENT REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING AC PATH RELOCATE EXISTING SIGN PER SIGNING AND STRIPING PLANS GRIND EXISTING AC PAVEMENT 2• ADJUST EXISTING M-10 MONUMENT COVER TO FINISH GRADE. EXISTING M-10 SURVEY MONUMENT TO BE PROTECTED PLACE. _£ CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE PER WAS WV-01 AND REUSE EXISTING VALVE CANS AND LIDS. AS REQUIRED, CONTRACTOR TO COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS. (DMATCH EXISTING IMPROVEMENTS AND ELEVATIONS. ,_ __ n oo __ _ 0 0 @ CONSTRUCT TYPE G 6" CURB AND GUTTER PER SDRSD G-2. @CONSTRUCT TYPE B-1 MEDIAN CURB PER SDRSD G-6. @CONSTRUCT PCC SIDEWALK PER SDRSD G-7 ..- ..- H. SCALE: V. SCALE: I ~r ??:f?7 ~ /??=%, ~=============== ~1 - 335 C ===-=I = --/: - - ::/~ 5 R -TA INING:'WAI:t::6_';-SEE- Si;!EEI flWAl:I= --:/===--1-J30 --1 :::_---__ ~ / ~ PN 263 6'2 02 q:-:::-<320) ::-------- APN:-26-:3 632 0-1 -----(J25) ::~ :::::::::::-=====:-p.,_. 26" 640 0' 107+53.00 26 - i==----___;"1'. ~-P~N;;:: : ~2_63 640 02 1 "=20' 1 "=4' ~------::::::-;;:-- --------Ael'J:----263-=::§_3~ 0'7-......__ -==---==--::::--.:.°r---=:::-:-===---- 13J 9 y- A M J.C CO~BRES ---- - 1 ~-:'.::----1- 1"3:31 V·I A MI-b CU~BRES.::::::: - BC 107+97. 88=-'==---= II--====-----------=::::::: J ----- ------... -......--:::::- ~ " : - - " - ---- 1325=.Y-J-A Mlt,;._COMBRE.S ~- " • " - -"' - 49 . 00 ' L 1-337_ J fCM It Cl;IMBR!oS 00 ------------ -----.:::-r~~ --,_ . 1-3.1.5 IA~Ml[ CtJMBflES ...___ - {J1S) ~~-----==== - PRC 108+45.36 J 26 OoJ-- - :::- ====-.::::::::- 7 -{JJO L --- LIJAITS- Q~ - 17 ::::-- 4 ':::-:: 2 __ 26 ;,, - 41.50' L - 40.00' L - I ---- _......,,...__-.::,- ~ - N . ~ ---- :__------ ===----=---- - -=- - - - N 8 _ - ~ -.... 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CURB DATA TABLE @ BEARING/DELTA RADIUS 1 N88° 36 '30"W 2 N87° 27 '44"W 3 N88° 36 '30"W 4 16°57'27• 49.00' 5 163°02'33" 3.00' 6 N88° 36 '30"W 7 161°45'54" 3.00' 8 17•59•47• 181.96' 9 N87"10'35"W 10 163°53'28" 3.00' 11 14°40'37" 205.00' 12 N88°36'30"W 13 N86°56'16"W LENGTH 396.56' 103.46' 35.53' 14.50' 8.54' 48.95' 8.47' 57. 15' 96.28' 8.58' 52.51' 44.84' 55.84' NOTE 6" CURB&: GUTTER 6" CURB&: GUTTER MEDIAN CURB MEDIAN CURB MEDIAN CURB MEDIAN CURB MEDIAN CURB MEDIAN CURB MEDIAN CURB MEDIAN CURB MEDIAN CURB MEDIAN CURB MEDIAN CURB CENTERLINE DATA TABLE @ BEARING/DELTA RADIUS LENGTH NOTE N88°36'30"W 500.00' LOMAS SANTA FE DR 2"AC GRIND&: OVERLAY NOTE: CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE PER WAS WV-01 AND REUSE EXISTING VALVE CANS AND LIDS. AS REQUIRED, CONTRACTOR TO COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS. 20 10 0 20 40 60 ~I ~~,.......---1 __ 1---<1 PLAN CODE IMP-9 SCALE: 1 "=20 ' AS-BUILT By_· _______ Date: ___ _ R.C.E._· ______ Exp: ___ _ Michael Baker 5050 Avenida Encinas Suite260 ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO. INTERNATIONAL Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM RCE 90577 12/2/2024 DATE >---------------+---+----1 By: _________ Date: ___ _ R.C.E_: Exp:

H:\PDATA\172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-14-IM-E.DWG FISKE, ERIK 1/14/2025 11:26 AM By: _________ Date: ___ _
DESCRIPTION:

LOCATION: IMPROVEMENT PLANS FOR: IMPROVEMENT PLAN & PROFILE Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L. Sheet 14 of 54

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PROTECT IN PLACE

ADJUST TO FINISH GRADE

SAWCUT EXISTING PAVEMENT

REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING CROSS GUTTER REMOVE EXISTING AC PATH RELOCATE EXISTING SIGN PER SIGNING AND STRIPING PLANS REMOVE EXISTING SIDEWALK GRIND EXISTING AC PAVEMENT 2"

RELOCATE EXISTING WOOD FENCE TO BACK OF PROPOSED SIDEWALK ADJUST EXISTING M-10 MONUMENT COVER TO FINISH GRADE. EXISTING M-10 SURVEY MONUMENT TO BE PROTECTED PLACE.

CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE PER WAS WV-01 AND REUSE EXISTING VALVE CANS AND LIDS. AS REQUIRED, CONTRACTOR TO COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS.
&PROTECT WATER METER IN PLACE. ADJUST BOX TO GRADE. CONTRACTOR TO COORDINATE WITH SFID FOR INPSPECTION.
(DMATCH EXISTING IMPROVEMENTS AND ELEVATIONS.
@ CONSTRUCT TYPE G 6" CURB AND GUTTER PER SDRSD G-2.
(})CONSTRUCT TYPE B-1 MEDIAN CURB PER SDRSD G-6.

G) CONSTRUCT PCC SIDEWALK PER SDRSD G-7
@ OVERLAY AC PAVEMENT 2" @ CONSTRUCT 4" STABILIZED DECOMPOSED GRANITE SHOULDER. @CONSTRUCT TYPE A CURB RAMP PER SDRSD G-27. SEE DETAILS ON SHEETS CD-1 TO CD-2 TYP.
@CONSTRUCT CONCRETE CROSS GUTTER PER SDRSD G-12
@ LANDSCAPE AREA PER LANDSCAPING PLANS.
@CONSTRUCT 12" FULL DEPTH AC PAVEMENT @RELOCATE EXISTING STREET LIGHT PER SDRSD E-01 AND E-02. SPLICE NEW TO EXISTING CONDUCTORS .
@) HARDSCAPE PER LANDSCAPE PLANS.

CURB DATA TABLE
@ BEARING/DELTA RADIUS LENGTH NOTE
1 N87'27'44"W 96.51' 6" CURB&: GUTTER
2 N88°36'30"W 74.44' 6" CURB&: GUTTER
3 91•oo·os· 30.00' 47.65' 6" CURB&: GUTTER
4 N00'23'22"E 13.89' 6" CURB&: GUTTER
5 N01'27'19"E 18.27' 6" CURB&: GUTTER
6 90•03•49• 30.00' 47. 16' 6" CURB&: GUTTER
7 N88°36'30"W 229.24' 6" CURB&: GUTTER
8 N88'36'30"W 214.51' MEDIAN CURB
9 160°26'42" 3.00' 8.40' MEDIAN CURB
10 19'58'09" 49.50' 17.25' MEDIAN CURB
11 N89'01 '21"W 198.60' MEDIAN CURB

CENTERLINE DATA TABLE
ffi:j BEARING/DELTA RADIUS LENGTH NOTE
1 NBS' 36 '30"W 500.00' LOMAS SANTA FE DR
2 N01'24'12"E 84.30' VIA MIL CUMBRES
2"AC GRIND&: OVERLAY
NOTE:

CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE
PER WAS WV-01 AND REUSE EXISTING VALVE CANS
AND LIDS. AS REQUIRED, CONTRACTOR TO
COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS.
20 10 0 20
I
SCALE: 1 "=20'

AS-BUILT
40 I
60 I

PLAN CODE
IMP-10
By_· _______ Date: ___ _
R.C.E._· ______ Exp: ___ _
Michael Baker
5050 Avenida Encinas
Suite260
ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.

INTERNATIONAL
Carlsbad, CA 92008
Phone: (760) 476-9193 MBAKERINTL. COM RCE 90577 12/2/2024 DATE >---------------+---+---1 By: _________ Date: ___ _
R.C.E.: Exp:

H:\PDATA\172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-15-IM-E.DWG FISKE, ERIK 1/14/2025 11:27 AM By: _________ Date: ___ _
DESCRIPTION:

LOCATION: IMPROVEMENT PLANS FOR: IMPROVEMENT PLAN & PROFILE Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L. Sheet 15 af 54 E
E
E
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PROPOSED TC
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PROTECT IN PLACE

ADJUST TO FINISH GRADE

SAWCUT EXISTING PAVEMENT

REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING AC PATH

RELOCATE EXISTING SIGN PER SIGNING AND STRIPING PLANS

REMOVE EXISTING MEDIAN CURB
GRIND EXISTING AC PAVEMENT 2"

RELOCATE EXISTING WOOD FENCE TO BACK OF PROPOSED SIDEWALK CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE PER WAS WV-01 AND REUSE EXISTING VALVE CANS AND LIDS. AS REQUIRED, CONTRACTOR TO COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS. ~PROTECT WATER CONNECTION IN PLACE. ADJUST BOX TO GRADE. CONTRACTOR TO COORDINATE WITH SFID FOR INPSPECTI0N.

G) MATCH EX I ST ING IMPROVEMENTS.
(D CONSTRUCT TYPE G 6" CURB AND GUTTER PER SDRSD G-2 .
@CONSTRUCT TYPE B-1 MEDIAN CURB PER SDRSD G-6 . @CONSTRUCT PCC SIDEWALK PER SDRSD G-7 @OVERLAY AC PAVEMENT 2" @ CONSTRUCT 4" STABILIZED DECOMPOSED GRANITE SHOULDER.
@LANDSCAPE AREA PER LANDSCAPING PLANS. @RELOCATE EXISTING STREET LIGHT PER SDRSD E-01 AND E-02. SPLICE NEW TO EXISTING CONDUCTORS. @) HARDSCAPE PER LANDSCAPE PLANS.

CURB DATA TABLE
© BEARING/DELTA RADIUS LENGTH NOTE
1 N88"36'30"W 52.24' 6" CURB 8c GUTTER
2 N89°57'34"E 220.07' 6" CURB 8c GUTTER
3 N88"36'30"W 83.68' 6" CURB 8c GUTTER
4 17°00'45"
5 N88°36'30"W
6 12°30'58"
7 10•33•49"
8 N89°26'21"E

30.00'
300.00' 300.00'

8. 91' 6" CURB 8c GUTTER

52.44' MEDIAN CURB

65.53' MEDIAN CURB

55.31' MEDIAN CURB
103.07' MEDIAN CURB
9 N88°36'30"W 3. 91' MEDIAN CURB
10 N88"36'30"W 106.50' MEDIAN CURB
11 10°06'48" 350.00' 61. 78' MEDIAN CURB
12 09°41'57" 350.00' 59.25' MEDIAN CURB
13 N89"01'21"W 52.24' MEDIAN CURB

CENTERLINE DATA TABLE
I en
w w AP 114+02.24 en
- - 2'7-;c00~ L: Ill
-
PRC 114+67 .45 r 6.13' L
- -,,=i_21 r ---,1--1
AP 116+22. 24

32.50' L
AP 116+25. 25

16.60' L Ill
-
-
IX)
---
Ill EX. WATER BC 117+14.
!J~ [ii;'I--.__
33 • 81 ' L 11 ........_____ N
Ol a ---.__
EC 117+05. 93 5 G°:l-----..__;;;;::::::::_
ffi:j BEARING/DELTA RADIUS LENGTH NOTE
1 N88° 36 '30"W
2 Nao· 52 • 57"E
790.85' LOMAS SANTA FE DR
630.25' HIGHLAND DR
I IX) N EC 114+02.44 0
-N
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+
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GV 2
,_

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TC (327.49)
.,,__ ___ -t
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--1... ..,: -
Ill
- t 16+81.17
/4 1.72' R
,_ ,_ -I
-
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s----

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-
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__.-I~---:::~----------=-=-=-=
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ct::

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2"AC GRIND 8c OVERLAY
f'·.·,.·~,··•,::·>,·,·.•·.·r.·•:j PCC SIDEWALK PER SDRSD ~. :_~ /::.':-:;,. ;~- -~··/: -1":~t~l:~ ~-./:~ G-7
NOTE:
o DECORATIVE HARDSCAPE PER

LANDSCAPE PLANS

CONTRACTOR TO ADJUST WATER VALVE CAN TO GRADE
PER WAS WV-01 AND REUSE EXISTING VALVE CANS
AND LIDS. AS REQUIRED, CONTRACTOR TO
COORDINATE WITH SFID FOR ADDITIONAL NEW LIDS.

II
•
v C
z
2010 0 20 40 60
Michael Baker

INTERNATIONAL
5050 Avenida Encinas
Suite260
Carlsbad, CA 92008
Phone: (760) 476-9193 MBAKERINTL. COM

ENGINEER OF WORK
RCE 90577
12/2/2024
DATE
SCALE: 1 "=20 '

CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL >---------------+---+---1 By: _________ Date: ___ _
R.C.E.: Exp:

H:\PDATA\172013_L0MAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-16-IM-E.DWG FISKE, ERIK 1/14/2025 11:28 AM RISE : I
\

APPROVED FOR CONSTRUCTION
By: _________ Date: ___ _
Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25
I
:::c:----,--~ C,
-
:::c:

BENCH MARK CITY OF SOLANA BEACH
DESCRIPTION:

LOCATION: IMPROVEMENT PLANS FOR:

ELEV.: DATUM: M.S.L.
~I ~t----1 I
SCALE: 1 "=20'

AS-BUILT

PLAN CODE
IMP-11
By_· _______ Date: ___ _
R.C.E._· ______ Exp: ___ _
ENGINEERING DEPARTMENT DRAWING NO.

IMPROVEMENT PLAN & PROFILE
Sheet 16 of 54
I
PB PB E E E E E E E E E E T T T T T T T T T T PB PB EM PB W W W W W W W W W W W W W W W W W W W W T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W E E E E E E E E E E E E E E E E E E T T E E E E E E E E E E E E E E E PB G G G G G G G G G G G S S S S S S S E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E T T T T T T T T T T T T T T T CG-3185 LOMAS SANTA FE CORRIDOR CURB RAMP 28 (TYPE C) LOMAS SANTA FE/PLAZA ENTRANCE NE CORNER (SEE SHEET IMP-2) CURB RAMP 29 (TYPE A) LOMAS SANTA FE/VIA MIL CUMBRES (WEST) NW CORNER (SEE SHEET IMP-3) CURB RAMP 30 (TYPE A) LOMAS SANTA FE/VIA MIL CUMBRES (WEST) NE CORNER (SEE SHEET IMP-3) CURB RAMP 31 (TYPE A) LOMAS SANTA FE/VIA MIL CUMBRES SE CORNER (SEE SHEET IMP-3) CURB RAMP 32 (TYPE A) LOMAS SANTA FE/VIA MIL CUMBRES SW CORNER (SEE SHEET IMP-3) ...... ...... ...... ...... ...... ...... "' __ ,.,. __ _ ,v / / STA 73+15.76 35.0D'L TC 153.66 FL 153.16 7.4% -5' TC 154.03 FL 153.53 1 .6% -5' I TC 154.11 FL 153.61 10' SCALE: 1 "=5 ' .4 /<1 _j TC 182.59 FL 182.09 <J. ' •, •, • ' '{(11 / \"i ll' :..J TC FL 182.35 1--- 4 I _j 4 I TC FL 182.50 ____ I ________ I Michael Baker INTERNATIONAL 5050 Avenida Encinas Suite260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM SCALE: 1 "=5 ' ...... ...... ...... ...... ...... ...... ...... ...... !~ <l .... / / V I 4 <l / ~l~ol~~~-Z§_ - _ / _ - TC 154.72 FL 154.22 - - / - - - - - -1-77+16.53 /_ -- -1- I ->- \_ - - -,~ -L - ....E.L_1_79._07_ -- -- -- -- -- -- L ,- - - - \7 \77+31.53 177+40.53 \ 1_83. 10 <l 7.5% 7.07' BCR 71,l+65.25 33.00 L TC 184.22 FL 183.72 ENGINEER OF WORK RCE 90577 ...... I 12/2/2024 DATE TC 175.93 TC 176.77 TC 177.27 \ECR 77+78.18 I 35.00' L TC 178.64 I FL178.14 I TC FL TC FL 183.40 ----------- TC 183.58 FL 183.08 -(2 o· TC 183.5 FL 183. MATHE CITY APPROVED CHANGES APP'D DATE TC 184.5 FL 184.0 TC (184.34) FS / 83.94 184. 13 F~ 183i 88 S 183.82 ----:v BEG RET CURB I TC FS 183 .71 MA CH EX) SCALE: 1 "=5 ' RECOMMENDED FOR APPROVAL f---------------+--t----, By: ________ Date: __ _ R.C.E.: Exp: ECR STA 78+91. 18 41.21 R TC 185.24 FL 184.87 MATH EX APPROVED FOR CONSTRUCTION By: ________ Date:. __ _ Dan Goldberg, PE, Acting City Engineer R.C.E.: 57292 Exp: 12i31/25 DESCRIPTION: LOCATION: ELEV.: SCALE: 1 "=5 ' BCR 77+78.07 41.04'R TC 179.00 FL 178.50 FS I I TC 180.32 FL \!9 .82 s, - or- // I ----\--R/W- _ \ 5 2.5 0 5 1-~ I SCALE: 1 "=5 ' BENCH MARK DATUM: M.S.L. - 10 15 CITY OF SOLANA BEACH IMPROVEMENT PLANS FOR: SCALE: 1 "=5 ' PLAN CODE CD-1 / TC 181 .58 FL 18 . 08!_:::::::::::::==:~ I TC 181.28 FL 180.86 MAT H EX \ \ I AS-BUILT By_· ______ Date: __ _ R.C.E._· _____ Exp: __ _ ENGINEERING DEPARTMENT CONSTRUCTION DETAILS DRAWING NO. Sheet 17 of 54 H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-17-CD-E.DWG FISKE, ERIK 1/14/2025 11: 29 AM PP PB PB PB E E E E E E E E E E E E EOH EOH EOH EOH PB E E E E E E E E T T T T T T G G G G G G G G G G G PB W W W W W W W W W CG-3185 LOMAS SANTA FE CORRIDOR CURB RAMP 33 (TYPE D-4) LOMAS SANTA FE/CAMINO DE LAS VILLAS (WEST) SW CORNER (SEE SHEET IMP-6) CURB RAMP 34 (TYPE D-4) LOMAS SANTA FE/CAMINO DE LAS VILLAS (WEST) SE CORNER (SEE SHEET IMP-6) CURB RAMP 35 (TYPE D-4) LOMAS SANTA FE/CAMINO DE LAS VILLAS (EAST) SW CORNER (SEE SHEET IMP-9) CURB RAMP 36 (TYPE D-4) LOMAS SANTA FE/CAMINO DE LAS VILLAS (EAST) SE CORNER (SEE SHEET IMP-9) CURB RAMP 37 (TYPE A) LOMAS SANTA FE/VIA MIL CUMBRES (EAST) NW CORNER (SEE SHEET IMP-10) CURB RAMP 38 (TYPE A) LOMAS SANTA FE/VIA MIL CUMBRES (EAST) NE CORNER (SEE SHEET IMP-10) STA 90+54.10 31.13'R TC 249.48 FL 249.05 MATH EX TC FL 249. 11 5.03' F=-====-~=~i~~i ~~~~~~.....,3~-~6~%~ =:::::_:::_:::~~Jx~t ~ '<:""--- -- - --I I- - --I~ - :..1 ,1· END RET CURB TC 249.26 FL 248.76 MATH EX END RET CURB TC 251.40 .....__ ~ L 250.90 _ MATH EX BEG RET CURB TC FS 249.55 - --I~ - -111- .,,,,. END RET CURB TC 303. 18 FL 302.68 MATH EX 249.68 FS -249. 18 ~ 11 ,.74' SCALE: 1 "=5 ' ---~ - - - TC FL 303.61 15' STA 105+35. 19 34.06'R TC 305.00 FL 304.54 -MAT HEX \ - -----===~~~~~===t=======~~ /'1f - 9.3% ~, II) _J - . ' 6.1% ,- --<11- - --<11- - --<11- - --<11- - --<I'-.: -BEG RET CURB TC 304.18 TC FS 305.07 FS 303 . 68 - --<11- - --<11- --------------- -------------------------- Michael Baker 5050 Avenida Encinas Suite260 SCALE: 1 "=5 ' ENGINEER OF WORK CITY APPROVED CHANGES TC FL 251. 12 12.05' -- 4.2% .. - . 0 - ,' v,. ,-:, ~,,, 6. 7_! FS 251. 94 6.7% --~ II) ~, STA 91+55.61 31.10'R -H -N -.,. I I PROTECT IN PLACE EX SDG&E POWER POLE TC 251 .85 - --- - ---1ft-- - ---I-- - -I U) 13.3' 00 TC 251.69 FS 251.19 J PROTECT IN PLACE EX BEG RET CURB TC FS 252.00 MAC X STREET LIGHT PROTECT , N PLACE EX SDG&E TRANSFORMER SCALE: 1 "=5 ' ,, - -/ FS 330.61 ,.j FS·330.52 ' <J LI F 330.46 <J <J ' 0 FS 252.11 ~ ---~ MATCH EX 0 CJ TC FL 330.15 4- 4 TC FL 330.07 .<J <J 4 D <J 4 TC 330.52 - -,2_54' ~--=- - -FL 330.02- - - - - - - - - - - - APP'D DATE ECR 1J0+20.68 27.00 L TC 330.24 FL 329.74 RECOMMENDED FOR APPROVAL SCALE: 1 "=5 ' APPROVED FOR CONSTRUCTION DESCRIPTION: Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM f----------------+---+---, By: _________ Date: ___ _ By: _________ Date:. ___ _ LOCATION: INTERNATIONAL RCE 90577 12/2/2024 DATE H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-1 B-CD-E.DWG FISKE, ERIK 1/14/2025 11: 30 AM Dan Goldberg, PE, Acting City Engineer
R.C.E.: Exp: R.C.E.: 57292 Exp: 12/31/25 ELEV.:
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AS-BUILT
"'
SCALE: 1 "=5 ' PLAN CODE
CD-2
By_· _______ Date: ___ _

BENCH MARK
DATUM: M.S.L.

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:

R.C.E._· ______ Exp: ___ _

ENGINEERING DEPARTMENT

CONSTRUCTION DETAILS
DRAWING NO.

Sheet 18 of 54
X X G G G G G G G G G PB PB EM PB W W W W W W W W W W W W E E E E E E E E E E E E E E T T T T T T T T T T T T T T W W W W W E E E E E E E E E E E E T T E E E E E E CG-3185 LOMAS SANTA FE CORRIDOR DRIVEWAY DETAIL LOMAS SANTA FE, STA 92+61.82 SEE SHEET IMP-6 SFID UTILITY RELOCATION DETAIL LOMAS SANTA FE, STA 77+25 SEE SHEET IMP-3 CONSTRUCTION NOTES NOTES 1"C r20'"14 + ( 1 '"14" 4 \ __/ <>FrQNSTRUCTED SIDEWALK UNDERDRAIN "c <6'"16 STP SEE IMP-3. 4 "c \ RELOCATED ARV ENCLOSURF FX. 2" C TO TELLECO 1 PEDESTAL CONDUIT (SJ. 4}"C (3\;;5 + (1"11~G \ \ SEE SHEET IMP-3 PUii H, ,9) I - - - -(S.,\ 4}"C (2'"12 + (1)112G _\- \ i\i--/_ -- - - - - - - - - - - - I JIR >lARE COPPER WIRE ~ -- _ _....,--_p---__ .L ___ +-~ I l ,--.. RECONSTRUCTED 1 . 5" 1 ~):~ t DISCHARGE DRAIN LINE, I - -,FX ?" C TO SDG&E " c.o. ·<>~- - ~ ' ,,,. • ·Cr-" \ VJ SEE SHEET IMP-3. 4 0.1 SERVICE POINT\ \_ I / ..._ I / .._ ,- )~ 7 / I\ -..........___ I I ! .• .. " .. ·,_·_-x:· :'' •·: :. (1QY2J:\ ' ·-·•· ~ l~ - \\Q) _··•~- • \ :"--- • PULLBov..:. · ·.·-•' .. . •, ··J· l ' I· .. •, . \ ,· I " /. •. ' •. . . " " . . . .. ,. ~ _ .. , . • . . .· \.!, ·,· ·,' .• • .. ( I,) :;\.: 0 .. . I . . .· ·. ,1 . .. - - . ... ·-·. · .. • ... '".··. :, · .... ,·" •· .. : . 1 . "·•' .·-. ·,· -....,__ , " . . . " : , ... · '"·· . . ·-' .l .. .. . " '· " . "• - , ' L1 ' • h\ £: I \ · ' -~ . "'~ \-a . • ,,_ _ I A I '/ \ . '<in, A A I PROPOSED ~ - . - ~\ '\,.\ I - <c./ /\ \ - - - REMOTE TERMINA1 5 - - - - . - <1 MULTI-USE PATH <I "•MA UNIT , l 7 \ -L 3R METER PEDESTAL ~- AND LOAD CENTER \517110)-- \ · '1 .- •, - <1 GB <J "-l -N L'.11 ~B - A - ' .• .·.····;/ :. . "· :;, '•;. .. .• .. ·. ', " " • •. .. ... '• :.,• •. ..) .. • ' " / .,• " " " .. .. · • . •. .: • I. .. .. . . .• ·. .. •.·. .. . : ._ '• ••,• " . . • . . • ..... , ... •.·. • . •. ·.•· • . "· .. ". •. .• . ·,, " ·: ... / .. " .. .,·, .. " -. .. -· •, •' .. ~. < I·· .. '•' .. • ,·•· ' ... •, "· ·-·- - • ... . .' ... • , ,'. I ·,: ... ·' .. ) . .. . . .. .. :-. ' " • . •. ,. -· -- .· . <J -LO . .., 0.4% - w/4w - w w ~ -¥ - L_:_ w w ~.,-;c w -¥ -¥ w -¥ w w w w -¥ w w w w w w --+----w ' -¥ ·, .., - -- I . " - \ / 3' --+------16' 3' \\ TC 255. 2- \ I / ' ,- - - - - - - - - - - - - - - - - - - - --- - - ,-- - - - -.L- - - - - - - - TC 255.36.L - -+- - - - - - - - - - - -FL 254.76- - ________ ~A-92+93.93 - - - - - STA 92+29.7_1_ -- -- -- -- FL 254.86 \IC 254.93- - - - TC 255 39 TC 254 •90 FL 254.43 • TC 254 96 FL 254. 7(1 END TRANS. FL 254.89 FL 254·84 (1.5" CF) BEG TRANS. (1.5" CF) Michael Baker INTERNATIONAL 5050 Avenida Encinas Suite260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM SCALE: 1 "=5 ' ENGINEER OF WORK RCE 90577 12/2/2024 DATE CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL f---------------+---+--, By: _________ Date: ___ _ R.C.E.: Exp:

H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-19-CD-E.DWG FISKE, ERIK 1/14/2025 11: 31 AM (j)
® ® ®
SCALE: 1 "=5 '

PROTECT IN PLACE
CONNECT PROPOSED CONDUIT TO EXISTING CONDUIT. SPLICE NEW TO

EXISTING CONDUIT TO MAINTAIN CONNECTION

ABANDONED EXISTING CONDUIT

SEAL CONDUITS ENTERING THE VAULT WITH DUCT SEAL TO PREVENT ENTRY OF WATER, SILT, AND DEBRIS.

INSTALL EQUIPMENT PAD PER DETAIL 6 ON SHEET 20 INSTALL CONCRETE ENCASED CONDUIT PER DETAIL 7 ON SHEET 20 RELOCATE EXISTING PAD-MOUNTED ENCLOSURE TO NEW LOCATION AT BACK OF SIDEWALK AS SHOWN. CONTRACTOR TO MAINTAIN FUNCTIONALITY OF RELOCATED EQUIPMENT AND PRESSURE REDUCING STATION PER SFID STANDARDS AND REQUIREMENTS

CONNECT EXISTING CONDUIT TO RELOCATED UTILITY CABINET

ADJUST TO FINISHED GRADE
@ CONTRACTOR TO COORDINATE WITH SDGE FOR RE-ESTABLISHING CONNECTION TO PAD-MOUNTED METER PEDESTAL. 5 2.5 0 5 10
1-~ I
SCALE: 1 "=5 '
15 ' '

1. CONTRACTOR TO COORDINATE WITH SFID PRIOR TO RELOCATION OF PAD MOUNTED ENCLOSURES. CONNECTION TO PRESSURE REDUCING

STATION TO BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE

AUTHORIZED BY SFID REPRESENTATIVE

2. CONTRACTOR TO PROTECT ALL EXISTING EQUIPMENT IN PLACE IN THE PAD-MOUNTED ENCLOSURES. FOLLOWING RELOCATION, CONTRACTOR TO VERIFY WITH SFID REPRESENTATIVE FUNCTIONALITY OF SYSTEM.

PLAN CODE
CD-3

AS-BUILT
By_· _______ Date: ___ _
R.C.E._· ______ Exp: ___ _

APPROVED FOR CONSTRUCTION
DESCRIPTION:

By: _________ Date:. ___ _ LOCATION:

BENCH MARK CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:

ENGINEERING DEPARTMENT

CONSTRUCTION DETAILS
DRAWING NO.

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L. Sheet 19 of 54 CG-3185 LOMAS SANTA FE CORRIDOR 8" CURB PER SDRSD G-01 3' 2• VAR. PCC MULTI-USE TRAIL (PER PLAN) LOCATIONS: STA 70+44.72 TO 71+96.34 (LT) STA 75+76.73 TO 75+93.58 (LT) STA 80+32.04 TO 83+12.77 (LT) STA 84+40.34 TO 85+75.00 (LT) STA 90+55.50 TO 95+82.31 (LT) STA 102+22.00 TO 104+00.00 (LT) STA 105+52.00 TO 107+53.00 (LT) 0 1~----- STEM CURB DETAIL N.T.S. 24" 1.5" 6" R=¼° :,. . 6 11 M I N tr-'.. i!:. •,...·...;..;,;·: •. •. f : -,. CLASS 2--i~~~ ., • .• ;· AGGREGATE • • BASE .._.=._~ '. i • ! MONOLITHIC CUTOFF WALL WITH SDRSD G-02 CURB AND GUTTER • . -Ir. • • 4 -. : ... •. · ..• 12· R=f' 24" 2 MONOLITHIC CUTOFF WALL WITH CURB AND GUTTER TYPE B-1 MEDIAN CURB PER SDRSD G-6 ROADWAY LOCATIONS: N.T.S. TYPE B-2 MEDIAN CURB PER SDRSD G-6 3" PVC PIPE VAR. MEDIAN (PER PLAN) STA 88+88.47 TO 90+30.52 (LT) PIPE TO BE FINISHED FLUSH WITH CURB ROADWAY 0 3~----- MEDIAN UNDERDRAIN DETAIL N.T.S. Michael Baker 5050 Avenida Encinas Suite260 ENGINEER OF WORK EX ASPHALT PAVEMENT EX AGGREGATE BASE NATIVE SOIL 12" ± -Ii FULL DEPTH ASPHALT PATCH 4 CAP DETAIL ADJACENT TO FULL DEPTH PATCH STREET LIGHT FOUNDATION LANDSCAPING APPROX. LOCATION OF EX. UTILITY LINE 1' MIN 3' N.T.S. RELOCATED STREET LIGHT DG SHOULDER 2' 10' PCC MULTI-USE TRAIL (PER PLAN) LOCATIONS: STA 70+67.04 (LT) STA 74+25.26 (LT) STA 75+94.53 (LT) 0 5i,--------- STREET LIGHT RELOCATION DETAIL N.T.S. CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION f-------------+--+---, By: ________ Date: __ _ By: ________ Date:. __ _ INTERNATIONAL Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM GE~EYER RCE 90577 12/2/2024 t-------------+----t----1 DATE R.C.E.: Exp: Dan Goldberg, PE, Acting City Engineer R.C.E.: 57292 Exp: 12/31/25 H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-20-CD-E.DWG FISKE, ERIK 1/14/2025 11: 32 AM DESCRIPTION:

LOCATION:

ELEV.:

BENCH MARK

PCC EQUIPMENT PAD DIMENSIONS TO

MATCH EXISTING
PAD MOUNTED EQUIPMENT l PER PLAN #3 @18" O.C. EACH WAY
5 ANCHOR BOLT DIAMETERS ,-------------

MINIMUM (TYP) '
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ANCHOR BOLTS SIZE & LOCATION

PER MANUFACTURER'S APPROVED

SUBMITTAL
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NOTE 1

FINISHED GRADE

FINISHED GRADE

SIDEWALK/COMPACTED BACKFILL
(95% RELATIVE COMPACTION).

SEE PROJECT PLANS

WARNING TAPE

TRACER WIRE

CONDUIT(S) SIZE AND QUANTITY AS NOTED ON PLANS
3"

1. REPAIR EXISTING ASPHALT PAVEMENT AND CEMENT CONCRETE.

CEMENT CONCRETE REPAIRS TO BE FROM EXPANSION JOINT TO

EXP ANS ION JO I NT
0 7~----- CONCRETE ENCASED CONDUIT N.T.S.

AS-BUILT

PLAN CODE
CD-4
By_· ______ Date: __ _

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:

R.C.E._· _____ Exp: __ _

ENGINEERING DEPARTMENT

CONSTRUCTION DETAILS
DRAWING NO.

DATUM: M.S.L. Sheet 20 of 54
MW SD SD E E E E E E E E E E E E E E T T T T T T T T T T T T T T CG-3185 LOMAS SANTA FE CORRIDOR CONCRETE FLUME WITH ENERGY DISSIPATION APRON SECTION A-A BIOFILTRATION BASIN SECTION DETAIL SIDEWALK ABOVE TOP OF CURB N.T.S. LOCATIONS · VAR 3' TO 6.5' VAR 1' TO 4.5' 0.5' 2' 1. 5" 6" f-------------t-----t .5 '-----;-------, R=1/2" CURB CUT PER DETAIL 2 (THIS SHEET) STREET FLOW-__ -~· : •j 1.5' R=1/2" " . . . .:..:,. : .. ..II . . • ,,. • • • .,. -+=-, -~ , ....... :.~ ·-: ~- _;~---~ n 'SI. 3" WELL-AGED SHREDDED MULCH CLEANOUT VAR 1% TO 1.5% ---- A f-h~ ~ ·.;)\~( :;,*,•" VAR 1% TO 1.5% ----• PROP. PCC SIDEWALK .• PROP. 4" STABILIZED DECOMPOSED GRANITE SHOULDER MONOLITHIC CUTOFF WALL WITH SDRSD G-02 CURB AND GUTTER 8" BY 18" CUTOFF WALL PER SDRSD G-22 12" ENERGY DISSIPATION APRON IMPERMEABLE LINER 6" DIAMETER PVC PERFORATED UNDERDRAIN MIN. 3" AGGREGATE BELOW UNDERDRAIN ~-- 6" FILTER COURSE MIN. 12" AGGREGATE STORAGE LA YER STA 93+15.46 TO 97+25.97 (LT) 1 es Q. ;!: • z 0 ,. • ,., ., • ., I ;,, LANTER BOX/BIOFILTRATION BASIN DETAIL STREET A 18"-24" GUTTER STREET FLOW STANDARD CURB AND GUTTER PER SDRSD G-2 --- Cot.FACTED SUBGRADE 1"GUTTER DEPRESSION N.T.S. 24" MIN CURB s· BENCH A RAIN GARDEN OR BIORETENTION BASIN "-.._Ei'ERGY DISSIPATION APRON RAIN GARDEN Ei'ERGY DISSIPATION APRON 0 2i.--------- CURB CUT DETAIL N.T.S. Michael Baker 5050 Avenida Encinas Suite260 ENGINEER OF WORK CITY APPROVED CHANGES 6" -,.-, X X X K X X ½ .. INSTALL 45° BEND 6" PVC INSTALL 45" BEND FLOW CLEANOUT-UPSTREAM NTS 6" SURFACE NTS 0.5% MIN. (TOP OF BIOFILTRATION AREA . . X . • 6" PVC 6" INSTALL 45° BEND 6" PVC INSTALL 45° BEND FLOW CLEANOUT - MIDSTREAM NTS 0 3 i--------- BIOFILTRATION AREA CLEANOUT N.T.S. 0.5% MIN. ·• FS ~-~.:..::..:__,;__-z::::i=======.:..::..:_+.:..::..:_.:..::..:_~FS 165 : 177~,~~'-:---:-~~~----~~--~,'---"~S_l!J:6!§6-'-'. 2~3.~• ---+--'---'<-'~S i 66 : 9,-,-----, 1-<1-----tr---,----..,_"' .. ~-~~::~,----cA~ -: ~ ~ - <j, -,-------.1--~ ~c,-~~~-~ • <1 ----11~-· :~+-1--,1 -<J -~n,.,__ _ <J __ _ FS_ l65_._33 <J . t-----c-~...,------~--_._~-· _··-· --o· FL 164. 09· ""::- "' "' -&10" CF "' APP'D DATE "' "' "' "' "' .,, "' R=2' -.... --"' ~ - ---- µ~+:,ct:::====_::;:======~ \ ...,R=2' "' --N -- - &,Ii! -·--::::- 75+18.62 TC 164.49 FL 163.99 RECOMMENDED FOR APPROVAL "' 10' 20' FL 164.39 10' FL 165.45 LG 165.68 0 41--------- TYPE B CURB INLET CHANNEL N.T.S. APPROVED FOR CONSTRUCTION BENCH MARK DESCRIPTION: "' S 166.3 "' 75+58.62 TC 166.64 FL 166.14 "' "' "' Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM f---------------+---+--, By: _________ Date: ___ _ By: _________ Date:. ___ _ LOCATION: CITY OF SOLANA BEACH IMPROVEMENT PLANS FOR: INTERNATIONAL RCE 90577 12/2/2024 DATE H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-21-CD-E.DWG FISKE, ERIK 1/14/2025 11: 33 AM R.C.E.: Exp:

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L.

AS-BUILT

PLAN CODE
CD-5
By_· _______ Date: ___ _
R.C.E._· ______ Exp: ___ _

ENGINEERING DEPARTMENT

CONSTRUCTION DETAILS
DRAWING NO.

Sheet 21 af 54

PB PB PB MG PB PB PB PB PB PB PB PB PB PB PB PB PB MW MW PB PB PB S S S S S S E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GT G G T T T T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW E E E E E E E E E E E E E E E E E E E E E E W W W RW RW W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T CG-3185 LOMAS SANTA FE CORRIDOR PLAN VIEW - RETAINING WALL A PROFILE VIEW - RETAILING WALL A 10+00 11+00 12+00 13+00 14+00 15+00 135 130 140 125 150 145 160 0 AT TOP O or0 .<0 L-------l------+-----+------l--------t------+-----+------+--------t------+-----+-----+-------l------t-----+-----t------:::::-:-::-:-=l:--==------t------t-, ao11a~I~ "" :2- r 0 • c,oLO PROPOSE TOP o o . 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DESIGN H O' DESIGN H -8' DESIGN H 6' dn t0N w~f:;3::::_t :::::::=f =;::::::l::::::::f==9-7 7:2IQ- T~0 L--------l-----l-+-------l-----+---t--------l-----+-----+-----+-+ ------j----+ -+----+ +-----+----------ji-----1-----1-----1 g:: 5:l~t-~ mlf) :;;! 00 00 N. '0~ ~l~Lf)- -+v·l--1 1-;c +..- ,-l.J._ L--------l-----l--+-----+--+---t--------l-----+-----+----;--t-+ -----j----+ -+----+ +-----+----------ji-----1-----1-----1 f- N O "1 <O O + c_ F W °' o ~::::JR=f--h2k rl-~ ol ~ - * m LO LO ""'" I- W m lt:,_----+----+--+-----+-+------1------+------t-------j-------i- I I= 0o 0o · v..,. v (/) (l')U NtO +..- .-LJ.. L0--+-+------+------J--------t-------t-------i-- t---1--tcglc'!.,.,t--+-=.i-=--+-n v • F1--t----+------1 I 0 0 r0 m - - or--- or--- +...... .-u_ -...:-+ +-----+--------l------+-----+-----t--~ 1<0-0,llo.~1l":-- +-+ l•::...+~""!cl 1:e:----'f-::....t-----11----t------t r--- - OJ - 0 0 OJ + + e, .. 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PROTECTIVE RAILING PER SDRSD M-24 TYPE 1A RETAINING WALL PER SDRSD C12A AND C12B PLANTING ARE PER LANDSCAPE PLANS PROPOSED MLL TI -USE PA TH 1 ' TYPE B BROW DITCH PER SDRSD D-75 BACKFILL AND WEEPHOLES PER SDRSD C-15 \ ___ 70+44.72 ~-~.~52.09' L '-'-'''-.J',6:.,12+36.00 , EC/END TYPE 1A WALL~ -,---BEG TYPE 2 WALL __ _ AP 14+11.43 C 0 0 SECTION A-A ND SCALE w ..J w - :c i (R. ___ ....,__L'.:di Michael Baker INTERNATIONAL 5050 Avenida Encinas Suite260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM ENGINEER OF WORK RCE 90577 \ \ 70;+-00 LOMAS SANTA FE \ ,,.... ..> ... :!, ---«@..,Mct--H.---- 12/2/2024 DATE SCALE: 1 "=20 ' CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL f--------------t----t---i By: _________ Date: ___ _ R.C.E.: Exp:

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APPROVED FOR CONSTRUCTION
By: _________ Date:. ___ _
Dan Goldberg, PE. Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25
DESCRIPTION:

LOCATION:

ELEV.:

BENCH MARK
DATUM: M.S.L,
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CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:
20 10 0 20 40 60
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AS-BUILT

PLAN CODE
RWALL-1
By_· _______ Date: ___ _
R.C.E._· ______ Exp: ___ _

ENGINEERING DEPARTMENT

RETAINING WALL PLAN & PROFILE
DRAWING NO.

Sheet 22 af 54

X X X X PB PB PB PB PB PB PB E PB M MW MW PB PB PB PB PB PB W W G G G G G G G G G G G G G G G G G G G G G G W SD SD SD SD S S S S S S S S S W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RW RW RW RW WW T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T WT T T E E E E E E E E E E E E E E E CG-3185 LOMAS SANTA FE CORRIDOR PLAN VIEW - RETAINING WALL A PROFILE VIEW - RETAILING WALL A 15+00 16+00 17+00 18+00 19+00 20+00 160 155 165 150 175 170 180-------i----+----+----+----+----+---+---+----+----+----+----+----+----+------t------t-------t-------r------r--------i 180.00 I 148' _J Hmax=3 " " ...J 1-------+------+------+--------ll-----+-+-----+------+------+-----1------+-------11---+------+------t-----1------+------+------+------t-----t-----------i <( 3:: -------+------+------+------1------+--+------+------+------1-----" Ki TING7'R001•-1r.-=c;t-----+-+------t-------t-------t------+------1-------t-------t-------t-------, 0:: 1---------1------+------+------+------+---l------+------+------+----~ -I roe_oE-WALL-.1+----+--l--------+------+------+------1--------+------+------+------1---------1 I- ROPOSED TOP ------+-----l-------+--------l----+-+-------:::-:-:-:-:c::::l=:--:::-===:--+-------+---B-F-WAlcl=---i-------l~----+-+------+-----t------+-----l-------+--------1------+-------t-------j FINIS~ED SURFACE (/) 1---------1------+------+------+------+---1----A-T- F'AEE:-Of-WAtt o ;:/, W 1---------l------+-----+------+------+---l------+-----tt------+--=------lll-- e lur--,__--+-l-- 0,;.1 m W 112' 0 0 • 0<0 (/) oO .IXJ <0- ,hi-rr::-+-----tJ----;:o::t,,, ~ ---t--iS_l;;IXJ:;----t\~ · .,.... ,f Hmax=5' 4" o · IXl '° ' - 0 I') o· 0 0-- 1-------i-------+------+------+------+---l-------+---+----i.,, tr) _ 0 o 00 -"N m+ c:<O - --1---"' ..---- + 1;,: ~---t\- _::-1>-~==~;:::;t:~ a.. w--' ...J ------+------+--------ll--------+------+------+------1---------+-------1 0 ..... 8 . 0~ (03: >-< + <0- - ."' cO - = f- .. ------+------+--------ll--------+------+------+------1---------+-------1 0 0 • cQU> I{) 0-- 1-------1-------+------+------+------+---1---1""--O o r:- O • -t---.ol<.e- -.:t - (0.,.... +-·•- ---tt~ ,t, F o z N o --------ll--------+------+------+--------ll--------+------+------+--------t 0~ .v lO.,.... ,n3 Wu1 0 ' ,¢W -- ~ •-+-~ ., ,.,,,--v - :t-_ ~ - --.-, --------11--------+------+------+--------11---------+------+------+--------1 <( 0 N'° + ?--+-=~1>-~::1:;d;;::tt=:::=--------l--=::::::::,.----===;:~==:f===i1t- m~~~~+--------lr-----+-----+-----t-----7r-----+-----+-----+--------1 V oO .,.... 3:: ,n 0 ..,., ~C\I ..---- F oo o,-.... VI ..... O , (0<0 00 0<.0 ...J l--- t------1------+---~- --e~I ci•1---a'; .c.,1 ;e--'f :., f-_::S~~£::l:=::::J~;:::::;;~ ::::_t---t::;::::::,-f~~~=f==f==t- 7;1IQ+-o r-- ~ -"P- :g ffil-:g- +--------ll--------+------+------+------1---------+------+------+--------1 ...J<( -. O ,:;--~ IO;;F 3 ..-- F 00 00 ~ - t - - t ·l;::_--+------+------+------1---------+------+------+------t--------+-------t - 0. ,- (O'q"' +~ .,....u._ .,....u._ 3:: «> m----c*.i,,d--~ 1~ - -++---'=:=~ = t---------jt;::::-_.....,~ l r----t---t-----t-1-'.0o t;'>-- - t- >---"" u,- r--- F F l--l--------+------+------+------t--------+------+------+------1---------1 o o 1, Q10 t0 0 ...._ '"J av +..... .,....LI!.. o .al),,....-- ,- C\11 w r-- 1-+ ,1--:-----1-------ro11t,l--+ 0 0 ~l<O-. --+-1:!il·I t<J>-- -+··l~+---.-··I u: - ~ '¢....,.. l,[)3 00 NN ~LL r- ,._, o - t") ON + or--. 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SCALE: 1 "=20 ' V. SCALE: 1 "=4' ...... I I 180 (175) (165) LIMITS OF PROPOSED FOOTING• ~ - -R/W- - - AP 15+27.19 AP 15+52.24 - - - - -- - ~----- - 16+ - 3. •l"•~,.r. l~i~';..: . . . 74+00 ~I J LOMAS SANTA FE I LIMITS OF PRDPOSED FOOTING ')-8NC-263 292 56 180) 175 - --- - -:- 4,... ,--=,RLW--;:. - - • • • • . • . _· •• •.J! ... -:.. . , , - l,. -· 75+76. 73 It ~-~50.50' L --------;g - 3 4 r.1~7+-:c6""8:c-.-;ao""o~---='---+ END TYPE 2 WALL 76+00 SCALE: 1 "=20 ' ··.;.· ..... .. ~~'i',, . . . - . " . . · ... . . .. 77+00 ,,_ I!) ,-y r- --- ---++-+---t- l --+---~~--1~- 1 - R/W· - ---+-----+~ I CONSTRUCTION NOTES @CONSTRUCT TYPE 2 MASONRY WALL PER SDRSD C-02 (DCONSTRUCT PROTECTIVE RAILING ON TOP OF RETAINING ffij 1 2 3 WALL PER SDRSD M-24 RETAINING WALL DATA TABLE BEARING/DELTA RADIUS LENGTH NOTE N84"43'48"W 26.98' TYPE 2 RET WALL N81 • 17' 47"W 25.D4' TYPE 2 RET WALL N84°43'48"W 215.97' TYPE 2 RET WALL NOTE: REFER TO IMPROVEMENT PLAN SHEETS FOR ALL UTILITIES TO BE RELOCATED OR PROTECTED IN PLACE. 20 1D D 20 40 6D ~I ~~--1 __ 1-___,1 PLAN CODE RWALL-2 SCALE: 1 "=20 ' AS-BUILT By_· _______ Date: ___ _ R.C.E._· ______ Exp: ___ _ Michael Baker 5050 Avenida Encinas Suite260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL f--------------+---+--1 By: _________ Date: ___ _ APPROVED FOR CONSTRUCTION DESCRIPTION: By: _________ Date:. ___ _ LOCATION: BENCH MARK CITY OF SOLANA BEACH IMPROVEMENT PLANS FOR: ENGINEERING DEPARTMENT RETAINING WALL PLAN & PROFILE DRAWING NO. INTERNATIONAL RCE 90577 12/2/2024 DATE H:\PDATA\172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-23-RWALL-E.DWG FISKE, ERIK 1/14/2025 11:35 AM R.CE: Exp:

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L. Sheet 23 af 54 X X X X X X X X X X X X X X X W W W W W W W W G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W CG-3185 LOMAS SANTA FE CORRIDOR PLAN VIEW - RETAINING WALL B PROFILE VIEW - RETAILING WALL B 10+00 12+00 13+00 295 290 300 285 310 305 315 EXISTING GROUND AT TOP F WALL ------+------+------+------+-------+-------+--------=1-l¢---+ - --±l~n.-----+------+------+---------t---------t---------t-------+------+---------t----------t gr ...-o , 0 ------t------t------+------+----,--,---,-----t------;-7ro;-~ l~- ~l+------+- 7~~-l~r<>'---------l-------t------+------+------+---------t---------t---------t----------i-----------1 PROPOSED TO OF WALL o o r-.: ;:::: +- r-- of"') .r--,. ~r-rJ ------+------+------+------+-----t----tr;cc-e <0 ~I\Qi. h:v:ifg,- ----:_!=t;,::-H----~1---+ 1 W :J ----+------+-------+-------+--------l--------Jl-------t------t------t----------, 08 C'.!U') cog+:: ..-1- g:c:i: ------+------+------+------+----::-t* - o ::c-., 0 --~ F f-;,: ----+------+-------+-------+--------j--------jf------t------t------t----------, r-- g': r~ cot0 o~ ..--- 0 N ------t------+-------+-------,,;-+ -s>I'°~ - fl/,,,_,-> T z o ----+------+-------+-------+--------l--------Jl-------t------t------+----------, oo o • ....- o -tl ~~-=~if-~=:::f==f=::'._ z w u' ------+------+------+-------i..,.- 01a :::::----t--u,• ·I n 0 - '° .,t--'---t- n .+ a-F - -""c::_------::b -r"";:==:::¼-t-\ ----+------+------+------+------+------+------+------+------+--------, 0 t0 • t'l LO t"') 0 3 D • ...,..a ------------+--------11-----r:=,-E>,tl'.<>•--1~jn-+ -i!±~;,:,---91=-+---tt-- -'-:=-""'--t-r ---:::,,-=-,t--t--t-- -t-t-+ ---+-----1-----+--------1-----+-------1------t--------t------t--------1 Do t~ <00+ f- O ~- o a -a ..,.-• 0,... -------,;. _ r<) - r<) i§. F + ~-=i;~ t~= f--=:::::::__ -::::::::::-t-~~= F = Jt-+~a o . l~ - 0 ~j. - ---l O ----+------+-------+-------+------+------+-------+--------+---------,----- o;;t- ----, r-- g': tC)Q ~r 0~...... DD COLli> Ot0 ------t--------E>ol n = ~----::;7'--""'-~=r ==1-~ ,Q- o r-- j: g ! ?1-~_;__---1-------+-------1--------+------+-------+-------+-------+-------+--------, ------t--------n·I O')-:;Q F 3=: o «>-v ·N"- l"'>-r- -Ii>;-- ------t-------+------+------+-------+--------j----------jf--------1-------t--------j oN o+,:..... oo •• Nb ..... I+ ..- ± 0 0 CO f'0 + - ..- LL ..- LL. -----+--------l------1-------l------t------+------+------+-------+---------i -______ ::::::::::::+::::::::~;~~=!-~~=f=::::=- ~ -7 - --=:::::=-~~::;:::r=1-- -cl@"-'o~lr-- i 8--+ ~ - ..-11-'--+-=F w oo «>-w -ni---.-•1~- -f'-+----+------+------+-------+-------+--------j--------tt------j------t------r---------j • • mo ------+----Y: :::L v 9 ° -~ 0- 6 t') f- < O t"1 CO ,- + f'I"') .---- LL -~;-----+-+-----+------+------+-------+--------t----------j------1-------t------t------+----------, '"' + ---::::::::--~~=ff===t-s2l~rl- l 0 r--- • • N- 0 0 o O o «>- v e--1+ r<>- -llL--=i l- f----------f-----+-----t------+------+------+------t---------t---------t-------+------+-----,---------j 1-N • • COO O f- Cl'.o oo com + n • ,. ------+----< I +-- -.---+---lt--O ..,.~ -LJ'l 0>--0 1-'------t'J,!e-----f-------+-+-----+------+---------t-------+--------t-------+---------t----------j----------j------t----------j :n u o ::;j: 1-gi------,-, 6"' - F NISHED SURFAC[ ------+---- o ~I'!- ~~"' I"= ,n,cnir wAc-,l------+------+-------+-------+------+------+-------+--------+----------j------t------------1 -------------+------QI~~ o v - -'16;~"'!....::-:IJ,l, "-,-..+,/-------j-------jf------f------t------t------+------+-----+-----+-----+------+------+-----7-----7 0 t"1 0 t"1 CO I' + , ..---- LL • • • • ..---- O> 0 ------t--------Gl<0--00 <0--+- N ~Hi:----=---+~-----+------+------+-------+--------t--------tr-------r-------j------t------r------,------t------,-----, om om o , ------j--------o+f N 6 N - ~;--+-------1/-------+------+-------f--------j----------lf----------f-------t------+------+------+------+--------t---------t------7 ..-- LL ..-- LL - -, - . . . .. f- f- PROPOSED TO OF FOOTING LIMITS OF~ .:::::: PROPOSED FOOTING:=j~ ... • ...... _ . .,_4 .• ·_ : · .. :-.- • -.... --... : .- . .-.,..='-' !", ... :.i:J ' .... -~w, 104+00.00 ,=-,4'=8"'-'=-5=-0...,' ciLc-----1 3 4 ,_ __ _ 10+00.00 END TYPE 2 WALL 105+00 LIMITS OF PROPOSED FOOTING ----I----- 325 320 315 105+52.00 48.50' L ----'--'1""1 +"'-5=-2=-.""'o"'o~---1 3 4 END TYPE 2 WALL 106+00 LOMAS SANTA F~ \ \ \ Af'N: =------= L H . SCALE: 1 "=20 ' V. SCALE: 1 "=4' --- • • -I --•• .,... -- . •\• ..... r .... . .......... . ,,., ------- ....., • ,,~ -h,- .....,L. • ' . ' • ': .....,,_ ' ' 7 """'1: .....,,_ ' ,_ ,_ - :. -H- J. - I Michael Baker INTERNATIONAL 5050 Avenida Encinas Suite260 Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM ENGINEER OF WORK RCE 90577 H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013--24--RWALL-E.DWG FISKE, ERIK /
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93-52
SCALE: 1 "=20 '

CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL f----------------t----+----1 By: __________ Date: ___ _ 12/2/2024
DATE
1/14/2025 11:37 AM
R.C.E.: Exp:
\
-(.- / ; \__ \
-

APPROVED FOR CONSTRUCTION BENCH MARK
DESCRIPTION:

By: __________ Date:. ___ _ LOCATION:

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L.

CONSTRUCTION NOTES
@ CONSTRUCT TYPE 2 MASONRY WALL PER SDRSD C-02
©coNSTRUCT PROTECTIVE RAILING ON TOP OF RETAINING WALL
PER SDRSD M-24
1 RETAINING WALL DATA TABLE

BEARING/DELTA RADIUS LENGTH NOTE
N88°36'30"W 152.00' TYPE 2 RET WALL
NOTE:

REFER TO IMPROVEMENT PLAN SHEETS FOR ALL UTILITIES TO BE RELOCATED OR PROTECTED IN PLACE.
0 N
• " -
20 10 0 20 40 60

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:
~I ~~--1
__ 1-____,1
SCALE: 1 "~20 '

AS-BUILT

PLAN CODE
RWALL-3
By_· ________ Date: ___ _
R.C.E._· ______ Exp: ___ _

ENGINEERING DEPARTMENT

RETAINING WALL PLAN & PROFILE
DRAWING NO.

Sheet 24 of 54

PB PB MW MW G G G G G SD SD SD SD E E E E E EE E E E T T T T T T T T SD SD W W W W W W W W W W W W W W W W E E E E E E E E T T T T T T T T T E E E E X XX X X X X W W W W W W W W SD SD SD E E E E E E E T T T T T T T SD SD

SD SD SD SD W W W W W W W W E E E E E E E E X X X X X X X X X X X X X X X

SD SD SD SD SD
SD SD SD SD SD W W W W W W W W W CG-3185 LOMAS SANTA FE CORRIDOR PLAN VIEW - STORM DRAIN "M" PLAN VIEW - STORM DRAIN "N" & "Q" PLAN VIEW - STORM DRAIN "O" STORM DRAIN NOTE PROFILE VIEW - STORM DRAIN N 220 210 215 225 205 195 200 185 190 205 1---1--+-+-+-+-+--+--+--+--+--+--+--+--+-+--+--+--+--+--+1--11--11--1--t---1---1--+-+-+-+--+--+--+---+-o~ m ,4' RC l---l--+-+-+-+-+-+-+--+--+--+--+-+-+-+-+-+--+--+--+---l---11--1--+--l---l--+-+-+-+-+-+--+--+-"'1'~ =-+--+-H--+TI"t---+-Hf-+--t----59':"' 4~ +--+~:+--+--+--+--+--+--+---+'< __ ,_, __ --+--+l--ll--ll--lt-- lf-t-t-t-t-t-t-t--t----t----t---t--t--t--t--t--t--t---t---t1H111t-t-t-t-t-t-t-t--t----t-1r~:+:lt='71' 11-----fl -1,----+--+--+--+--+--+---1·~ ---+--+--+--+--+--+-t+-- I +-+-+-+--r.r+--+-tt·--t-\l+-+-+-tt-fr-f-t--t---1---11--t--t--t---,·-n,+--+--+--+--+--+--+--++-+-++,1--1,"'°1+--+--+1--11--11--1 )> l---l--+-+-+-+-+-+-+--+--+--+--+-+-+-+-+-+--+--+--t---l---ll--l--+-+-+-+-+-+-±-::+-:+-::+--±--tl·-+-+-+-+-tt-+t,H--t--t---l---lt--t--t-t' +-+--+--+--+--+-+-+--+J'-l---+.=1f :;-+--+---i---ll--l d l--+--+--+--+-ttl -l,--+--+--1--1--1--+--+--' ;!l _ -l--+--1--1---+--+---+---+--I,-- /-+--+' • c, '!?+-+-+-+-+-I z l-t-+-+-+-+-+-+-+-+++-+-+-+-+-+-+--+--+--+---IHl-l-t-t-t-+-+-+-+-+;;i;;--;!;;;;;t---tt·--1--+-+Af·-ft"ff--t--+--+---l---ll-l-t-l•--il+--+--+--+--+--+--+--+t-++Jf-l---+--+--+--+l--ll--ll--lt-- >--+-+-+-+--+--+--+--+--+--+---+---+---+---+---+---+--+--+--+--+---t---,o--o--t--+--+-+-+-;---t[X O H. SCALE: 1 "=20' V. SCALE: 1 "=4' ...., L"' =----.:: < -------- --===::::: 180 APN:- 263 29-i 56 1751-------- IT 1 E, 24" RCP CONSTRUCTION NOTES (}) PROTECT IN PLACE (I) REMOVE EX I ST I NG STORM ORA IN PI PE @REMOVE EXISTING STORM DRAIN INLET @ INSTALL 24" RCP STORM DRAIN @CONSTRUCT TYPE A STORM DRAIN CLEANOUT PER SDRSD D-09 @) CONSTRUCT TYPE B CURB INLET PER SDRSD D-02 @CONNECT PROPOSED STORM DRAIN TO EXISTING CLEANOUT @CONNECT PROPOSED STORM DRAIN TO EXISTING TYPE J INLET. @CONSTRUCT TYPE J MEDIAN INLET WITH 5' WING PER SDRSD D-45. @) CONSTRUCT 6" PVC PERFORATED UNDERDRAIN. @CONNECT PROPOSED PVC UNDERDRAIN TO PROPOSED STORM DRAIN INLET. ELEVATIONS ARE BASED ON AS-BUILT PLANS. CONTRACTOR TO FIELD VERIFY ELEVATIONS PRIOR TO CONSTRUCTION. IF THERE ARE DISCREPANCIES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO INSTALLING NEW PIPES. STORM DRAIN DATA TABLE BEARING/DELTA RADIUS LENGTH NOTE 1 N19°52'01"E 93.36' 24" RCP ~ 1350-D 2 N05°34'30"E 52.94' 24" RCP ~ 1350-D 3 N05°34'30"E 14.79' 24" RCP ~ 1350-D 4 N00°52'01"E 15.34' 24" RCP ~ 1350-D 5 N03°02'14"W 44. 18' 24" RCP ~ 1350-D - - ~ RZW- - -. 3 = ,_ I== ·-- E 220 o IE I I 6 N03°00'00"W 47.00' 24" RCP ~ 1350-D 7 N89°51'11"W 11.00' 24" RCP ~ 1350-D , , IE OUT 158.46 10 L~19' SEE DETAIL 4 ON ---STORM DRAIN "M "'=- 111 ---- SHEET CD-5 , ---m¾ -I-EX. WATER //f----{2 EX. 18" RCP LOMAS SANTA FE 6 / EX. T_EL_E __ _ EX. ELEC , , 7( = -- - - • R/w- \ ___ I --- / ---- 1,~ ®-~ ~ !l::::t::::::=:::: Michael Baker SCALE: 1 "=20 ' 5050 Avenida Encinas Suite260 ENGINEER OF WORK f I • 7} . ' . ' .• \' • . ' . ' ' . ' TORM DRAIN "N" I_ 10' DRAINAGE EASEMENT----::!_ APN: 263 622 29 0 co -"' + 0 co R7W -1-- -- 9 .:::::: • • 1 •· , ., , .,. ' 80+71. 75 35.47' L .. 1- •.. 80+72 .67 • '··727'R•' . • . ' ' . : . ,,, "' - 0 \ 1E IN - IE I 2 EX 24" CMP 6 APN: 263 622-28 (215 210) (205 J--- (200) , , _ ___,_ - - EX. WATER STORM DRAIN "Q" - ,- --:: -a1+00 T · ,_ - • I. . .•. I . -/ •. • I . • -IE OUT_ 186 .43 .. _ . -. / • . • • - .. ·• • r.. - ,•' • ' ~- - 80+88.07 - 8.64' R LOMAS SANTA FE f,\ 1\ EX 24" RCP'-.!_r- I' /EX. TELE IE IN 186.21 9 IE OUT 186.21 ~ -- ____ EX TYPE B INLET (L -8). 1 _ \ .I ---111- -- CAMINO DE LAS VIL SCALE: 1 "=20 ' CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL y > 285 "' 2 ·EX 24" CMP (280) 6 275 • - E IN 266.13 - IE OUT 266 1316 TYPE J LET (270 STORM DRAIN "o' 265 95+00 - €+45_ 11 30.64' L;;o (25o) 19 IE IN 246.21 IE OUT 239.27 2 EX 24" CMP 6 1 EX 24" RCP 18 IE IN 246.~ 9 ""1·--- 10 L=12' 96+00 LOMAS SANTA FE EX TYPE B INLET (L=8') 1 EX 24" RCP (250} -1, -1- -1, -1- -1- -1- -- - - -R/W SCALE: 1 "=20 ' 20 10 0 20 40 60 I ~,,___-1~~~1--1 SCALE: 1 "=20' APPROVED FOR CONSTRUCTION BENCH MARK DESCRIPTION: Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM f---------------+--1----, By: ________ Date: __ _ By: ________ Date:. __ _ LOCATION: CITY OF SOLANA BEACH IMPROVEMENT PLANS FOR: INTERNATIONAL RCE 90577 12/2/2024 DATE H:\PDATA\172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-25-SD-E.DWG FISKE, ERIK 1/14/2025 11:39 AM R.C.E.: Exp:

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L.

AS-BUILT

PLAN CODE
SD-1
By_· ______ Date: __ _
R.C.E._· _____ Exp: __ _

ENGINEERING DEPARTMENT

DRAINAGE PLAN & PROFILE
DRAWING NO.

Sheet 25 of 54
PB PB PB PB PB PB PB PB PB PBPB PB PB PB PB PB FH CG-3185 LOMAS SANTA FE CORRIDOR I - - - - Michael Baker INTERNATIONAL 2(CA) -1
R9- E
G9-2(CA E M1-1
M3-1
M6-2a
\
\
\ W74(CA) E
5' X233' 17
61-22(CA)(MOD) E
R W
- -
--
--
LEGEND
m
@)
@ @
@

EXISTING SIGN TO REMAIN (UNLESS OTHERWISE NOTED)
FURNISH k INSTALL SIGN(S) k POST (IF APPLICABLE) REFRESH EXISTING PAVEMENT MARKINGS .......
...0...

REMOVE EXISTI"'3, CONFLICTING PAVEMENT MARKINGS

EXISTING TRAFFIC SIGNAL

REMOVE AND SALVAGE SIGN RELOCATE EXISTING TRAFFIC SIGN

EXISTING SIGN

PROPOSED SIGN PROPOSED SIGN (ON STREET LIGHT)
(12') EXISTING LANE WIDTH
12' PROPOSED LANE WIDTH

SNS STREET NAME SIGN
(R) RIGHT (L) LEFT (W) WHITE
(Y) YELLOW
233' 6 •
427' 2
l I
W12- RL
60' TRANS IT ION "700 FT AHEAD" 84' 12 266 ' 6
17 4.5'X25' _. '/{!, 4.5'X25' 17 11 J
\j!:"- 130 • 5 8 """"==~~ --~-~.,/;.~:-- - - . 135 6 - ---1 -+--- - - -R/W- - - --- --- - - + - ~ ===~~~ ~ = ~~F=¥ ===~~=ffn~~==F~==~ c,L)~ a~ ========~ 66~·r:2~ === ~~ R26(CA) E
6' <Ca..
-
-
-
11· tnt
-
-
11' wW
l-t----.,__-nr:mrr-1--, 1:--_----+ 73f?-Q, --------, 5 Uj :=========(2. );;;;;;;;;:;;;;:;;;;;;,;2::::~ :....:::=--==::::::::=--=-=:::::::::-1 _J w + @ 73+00 ~1 -- 12' - 12'

CONSTRUCTION NOTES
(D INSTALL 12" WHITE LIMIT LINE PER CAL TRANS STD PLAN A24E. 1 1 '
(I} INST ALL 6" WHITE LANE LI NE PER CAL TRANS STD PLAN A20A , DETAIL 9 . -
-
--
@ INST ALL 8" WHITE CHANNEL I Z I NG L I NE PER CAL TRANS STD PLAN A20D , DETAIL 38 . @ INST ALL 6" WHITE BI KE LANE LI NE PER CAL TRANS STD PLAN A20D , DETAIL 39 . -
(DINSTALL 6" WHITE INTERSECTION BIKE LANE LINE PER CALTRANS STD PLAN A20D, DETAIL 39A. @INSTALL WHITE TYPE IV ARROW PAVEMENT MARKING PER CALTRANS STD PLAN A24A. @INSTALL 24" WHITE CONTINENTAL CROSSWALK PER CALTRANS STD PLAN A24F. @) INSTALL 4" WHITE ANGLED HATCHING AT 45 DEGREES, AT 40' SPACING. @ INST ALL BI KE LANE LEGEND WITH ARROW MARK I NG PER DETAIL "A" ON SHEET PD-1. @INSTALL GREEN BIKE LANE SKIP ADJACENT TO DETAIL 39A PER DETAIL "B" ON SHEET PD-1. @INSTALL GREEN BIKE LANE PAINT. 12' Iw
01- (/) 12' <C
_4. ::iii 6'
266' 2
A

GENERAL SIGNING AND STRIPING NOTES SIGN LEGEND RIGHT OF WAY NOTE

1. REMOVE EXISTING PAVEMENT MARKI"'3S AND STRIPING BEFORE AC OVERLAY

2. TRAFFIC STRIPES AND PAVEMENT MARKI"'3S SHALL NOT BE APPLIED OVER EXISTING STRIPES THAT ARE TO BE REt.«JVED. EXISTING STRIPES SHALL BE FIRST REMOVED BEFORE ANY NEW APPLICATION.

3. REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED BY CONTRACTOR ON PERMANENT STRIPING. SIGN SPECIFICATIONS AND INSTALLATION SHALL BE

IN ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPARTMENT OF

TRANSPORTATION SPECIFICATION FOR REGULATORY, WARNING AND GUIDE SIGNS.

4. EXISTING CURB PAINT TO BE REPLACED IN KIND AS DIRECTED BY THE ENGINEER.
5050 Avenida Encinas
Suite260
Carlsbad, CA 92008
Phone: (760) 476-9193 MBAKERINTL. COM

ENGINEER OF WORK
RCE 90577
12/2/2024
DATE
w12-2

CITY APPROVED CHANGES
700 FT

AHEAD BIKE LANE
"700 FT AHEAD" R7-9a(MOD)

APP'D DATE RECOMMENDED FOR APPROVAL

RIGHT-OF-WAY AND PROPERTY BOUNDARY INFORMATION
SHOWN ON WEST OF INTERSTATE 5 ON THIS SHEET JS
DERIVED FROM SANGIS PARCEL DATA AND IS NOT THE RESULT OF A FIELD SURVEY.

APPROVED FOR CONSTRUCTION
DESCRIPTION:
f---------------t--i-----1 By: ________ Date: __ _ By: ________ Date:. __ _ LOCATION:

R.C.E.: Exp:

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.:

BENCH MARK
DATUM: M.S.L.

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:

H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-26-PD-E.DWG FISKE, ERIK 1/14/2025 11: 39 AM 40 20 0 40 80 120 1-~f----1
__
1------11
SCALE: 1 "=40 '

AS-BUILT

PLAN CODE
PD-1
By_· ______ Date: __ _
R.C.E._· _____ Exp: __ _

ENGINEERING DEPARTMENT

PAVEMENT DELINEATION PLAN
DRAWING NO.

Sheet 26 of 54

X X X X X X X X X X X X X X X X X X X X
PB PB PB X X X X X X X X X X X X X X X PP PB PB PB PB CG-3185 LOMAS SANTA FE CORRIDOR 179' 2 - --/- -,- - '- • - - - I • ,., - - I ,.;;1 - J BQ+oo I - ' ' ' \ l \ I -,- - - - - - I /I I c°\ "=' 1154'~ (L)@-J ii . - . 194 \5)7 (bJ ' - _\ 27'~ I ' sr11r\ 1 ,,,p£R \ I (bJ R/'fJ- -<I 150 10' \. ' - 6' ' ~--146 '( 15 I \ \ 10' f' :-l ..=-_.p - 6' -\ l /I -- ""' - - 10' 10' \ ' - 91+00 I - ' I 10' i""'_:q""i-- - ::-i\- - 10' - I ' ' - ' 10' - I , - \ 'I - --- -n ~ - 10' I I 10' 6·- - - p- - - 10' - - - - -55+00 1; 11' - - uJ_r- ,,· - - - zu, " ' ,-1 11 - -- -145:;i,Y"15 ....! -\/"R- , , = 136'~14 - - =--5' r :r;;U -= '·r- - i,- - ~w.- --- ':;;c_ - 210· 6 - - 306'(2)_ ':i.... ==---- _ (TYP){io) - - - - r ~__,,,, LEGEND EXISTING SIGN TO REMAIN (UNLESS OTHERWISE NOTED) FL!lNISH t INSTALL SIGN(S) t POST (IF APPLICABLE) REFRESH EXISTING PAVEMENT MARKINGS REMOVE EXISTING, CONFLICTING PAVEMENT MARKINGS EXISTING TRAFFIC SIGNAL REMOVE ANO SALVAGE SIGN RELOCATE EXISTING TRAFFIC SIGN EXISTING SIGN ..... PROPOSED SIGN ..Jl.. PROPOSED SIGN (ON STREET LIGHT) (12') EXISTING LANE WIDTH 12' PROPOSED LANE WIDTH SNS STREET NAME SIGN (R) RIGHT (L) LEFT (W) WHITE (Y) YELLOW Michael Baker 5050 Avenida Encinas Suite260 -r - I • ,_ ;---- -..-- - -R/VI - 6'X25'(m - 6' -- :, - 10' ,i , - " ' ~ ' l 6 'I" ii t'j ,I l:t, . _, r -t ..... 11-- "='"""'1 11-- ------111-- ii n -<I>-- • •I( r-= --- '!, --1\t- - ---1\1- ljQ' "'. - - " - - ·-193' 3 -;--- - - - ~ IR ;--- - 1 1 Kj}) Ltf_JR7 9a (MOD) -s;m-/ 17 6'X25' ./ - - - II 1 00 '(12 J. 7 '\... CAMINO DE LAS VILLA~ Ii~ / .,P 4~ GENERAL SIGNING AND STRIPING NOTES 1. REMOVE EXISTING PAVEMENT MARKINGS AND STRIPING BEFORE AC OVERLAY 2. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL NOT BE APPLIED OVER EXISTING STRIPES THAT ARE TO BE REMOVED. EXISTING STRIPES SHALL BE FIRST REMOVED BEFORE ANY NEW APPLICATION. .P 3. REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED BY CONTRACTOR ON PERMANENT STRIPING. SIGN SPECIFICATIONS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION SPECIFICATION FOR REGULATORY, WARNING AND GUIDE SIGNS. 4. EXISTING CURB PAINT TO BE REPLACED IN KIND AS DIRECTED BY Tl-£ ENGINEER. SIGN LEGEND ® (570 BIKE LANE R7-9a(MOD) W3-3 ENGINEER OF WORK CITY APPROVED CHANGES .,P I I I APP'D DATE \ I "=' __-i II \.__.I 57+00 - \ ' \ - L ' + 777•~ \ • W3 3 RI.. _..;,., .,,.- -O' ' - - - 83+00 R?+nn I ' - ....... --- - - - 54+00 - - - - - - 6' J. - - - 10' - - . - 55+00 - 11' 11' - - - - ._ -\ - - - I I J I ,, 1" ' (L)®- ' . 90'BAY TAPER I I -- I I - r J 200'SHIFT TAPE~ "=' - I "=' I ,,--IIlR2 1 ( 40) I I ~JLC~M~~A_~ --- I I I -. R/W '9,___ - 1157'©- - - - I - . - -- - - - - - -/- 1_ - ' I nc+nn - - - 96+00 - - I - - '/- , - T I - , . - -</>-• p ...... r_ r dJ ...... , ..... ' ,.._ .....,,.._ , I - - - - - -<I>-- -- 1 , ..... 290 • 14 1(40)~ 280' 6 .....,,.._ - ...... , ..... R2 -- .....,,.._ -<I>-- -<I>-- -- -<Jo- ...... ,.._ I I I - I I I I 771' 2 -- - - -R/W- - (4 ___, . \ CONSTRUCTION NOTES (D INSTALL 12" WHITE LIMIT LINE PER CAL TRANS STD PLAN A24E. (D INST ALL 6" WH I TE LANE LI NE PER CAL TRANS STD PLAN A20A , DETAIL 9 . @INSTALL 6" DOUBLE YELLOW LINE PER CALTRANS STD PLAN A20A, DETAIL 22. @INSTALL 8" WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A20D, DETAIL 38. @ INSTALL 6" WHITE BIKE LANE LINE PER CAL TRANS STD PLAN A20D, DETAIL 39. 490'(0-' (z) INSTALL 6" WHITE INTERSECTION BIKE LANE LINE PER CAL TRANS STD PLAN A20D, DETAIL 39A. @INSTALL WHITE TYPE IV ARROW PAVEMENT MARKING PER CALTRANS STD PLAN A24A. @INSTALL 24" WHITE CONTINENTAL CROSSWALK PER CALTRANS STD PLAN A24F. @) INSTALL 4" WHITE ANGLED HATCHING AT 45 DEGREES, AT 40' SPACING. @ INST ALL 8 I KE LANE LEGEND WI TH ARROW MARK I NG PER DETAIL "A" ON SHEET PD-1 . @INSTALL GREEN BIKE LANE SKIP ADJACENT TO DETAIL 39A PER DETAIL "B" ON SHEET PD-1. @INSTALL 6" YELLOW MEDIAN ISLAND STRIPING PER CALTRANS STD PLAN A20B, DETAIL 29. @INSTALL 6" YELLOW LEFT EDGELINE PER CALTRANS STD PLAN A208, DETAIL 24. @INSTALL GREEN BIKE LANE PAINT. @) INSTALL 4" WHITE CHEVRON STRIPING, AT 20' SPCA ING. -. - _ , , T ...... ,, -- RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK DESCRIPTION: - -97-f"OO - - I , -ljt-- - --, 290' 3 -- '-- -f - _,_ - e..,r;:::: - , II - - _,_ !>-- . \._/ 6' ' 10' -. 1 1 ' - 9B+oo - - - - - 1 1 ' . 99< - - 1 1 ' - - - - s•-2· - , -tJi-- - -~ -<I>- , --,,_ r -.1- -- -rJ,-. - --(TYP) 10 -- TAPER LENGTH CALCULATION 1. SHIFT TAPER L= ws2/60 = 5X402/60 = 133.3' USE 150' L=LENGTH OF TRANSITION W=OFFSET S=DESIGN SPEED 2. SHIFT TAPER L= WS2/60 = 5.5X402/60 = 146.7' USE 200' L=LENGTH OF TRANSITION W=OFFSET S=DESIGN SPEED 40 20 0 40 80 120 1--~f----1 __ 1--1 PLAN CODE PD-2 SCALE: 1 "=40 ' AS-BUILT By_· ______ Date: __ _ R.C.E._· _____ Exp: __ _ CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO. PAVEMENT DELINEATION PLAN Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM 1---------------+----1---< By: ________ Date: ___ By: ________ Date: __ _ LOCATION: IMPROVEMENT PLANS FOR: INTERNATIONAL RCE 90577 12/2/2024 DATE H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-27-PD-E.DWG FISKE, ERIK 1/14/2025 11: 40 AM R.C.E.: Exp:

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L. Sheet 27 of 54 FH X X X X X X X X X X X X X X XX X X X X X X X X X X X PB X X X X X X X X X X X X X X X X X X X PB PB W X X X X X PB X MW CG-3185 LOMAS SANTA FE CORRIDOR LIMIT SPEEDBEGIN SPEED ENFORCED BY RADAR '-C-L..----tl ~------ \ I o,,1 I ! Ga' \ I LOMAS SANTA FE DRIVE 8 R/w '-..- ......... ~~ ----- - -- - ... - - ----- __ __J __ E ~7-9a(MOD) _ __ _ __l_ N+ I en 00'> a...__. 6' ...._ 10· 1-l- w (/) 00 100+00 11' 101+00 102+00 -- 6' 10' 10' Ww~====~====-====-===~~===~~--. Iz 11' 10' (/) ,__, C w_J 11· 10· 14 WI 6 ,-2'====f::=.==============i-,----------- 6' (/) ------+----+----+---+-----'",27 • 2 >-1--------------------~-ll----------=:::;c :'._~;_~~~~;__J~~~ :i I 226_.,;:a;J::;.,__ 148. 14 - - -1-R/W- - --- (TYP) 10 _ 200'SHIFT TAPER -1--- Ga' E R2-1(40) _J_150' 5 8 JL) - ' --- -- 2 5' 5' 6' 10' 10' 105+ - I 18' 10' 10' VAR ·~25• \ 2-1(40) • (L) 8 183' 14 240'SH FT TAPER CJ Ga' ·go'BAY TAPER Ga' I ·100· 14 107+00 I 90'BAY TAPER R/W 109+00 R/W - 5' J 4.5'X25 6' 1 1 ' 11 ' 10· 1 1 ' 1 1 ' 6' -- 17 - 110+00 111+00 2' Ga' I 7 12 93' I I L ), I 2 93' -=----- 0 0 + Nl- .--1.J.... .--w _J <( I-~ 11 (/)0 ---,a= ~ ~-=----1 _J --. ______ WW ZCD ...., _JW IW 6' UUl I-<( 93' 20 :::E ======= :27'.(E&D::!~===========:::::!====================~==1oo•fi . 1~2 (;7i',:l===='=-::::;: CAMINO DE LAS VILLAS \ -----;:,,-_£694' 6 ----,,--(!Jl-::8.,___ ---- ------.~- ---- ----- 01 f • I I 1-o Io C!)+ - 17 4.5'X29' ,.....N a:: ..... w ..... 6' ><( 01- 11 ' CD Ul <( 00 11 ' 113+00 114+00 1-W wz VAR w- 1 1 ' I_J UlI u VAR wl- w< 6' (/) ::ii i il [l -160' 12 7 - "- -R/W- - • /\ ~foo 120 ' BA Y- T-A~ R I I 'II - . n -- 100'SHIFT TAPER - - -~ -----R48(CA) R2-1 ( 40 11 + 323' 20 196' 5 ,P 5' 1 1 ' 10 I 11 ' 6' 2' 1 1 ' 6 103' LOMAS SANTA FE DRIVE O 0 41 4'TRANSITION Q (TYP E R3-7(R) 6'X196' LEGEND m EXISTING SIGN TO REMAIN (UNLESS OTHERWISE NOTED) @) FURNISH & INSTALL SIGN(S) & POST (IF APPLICABLE) @ REFRESH EXISTING PAVEMENT MARKINGS @ REMOVE EXISTING, CONFLICTING PAVEMENT MARKINGS ® EXISTING TRAFFIC SIGNAL REMOVE AND SALVAGE SIGN L RELOCATE EXISTING TRAFFIC SIGN EXISTING SIGN ....L. PROPOSED SIGN ....0... PROPOSED SIGN (ON STREET LIGHT) ( 12') EXISTING LANE WIDTH 12' PROPOSED LANE WIDTH SNS STREET NAME SIGN (R) RIGHT (L) LEFT (W) WHITE (Y) YELLOW Michael Baker 5050 Avenida Encinas Suite260 GENERAL SIGNING AND STRIPING NOTES 1. 2. 3. 4. REMOVE EXISTING PAVEMENT MARKINGS AND STRIPING BEFORE AC OVERLAY TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL NOT BE APPLIED OVER EXISTING STRIPES THAT ARE TO BE REMOVED. EXISTING STRIPES SHALL BE FIRST REMOVED BEFORE ANY NEW APPLICATION. REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED BY CONTRACTOR ON PERMANENT STRIPING. SIGN SPECIFICATIONS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION SPECIFICATION FOR REGULATORY, WARNING AND GUIDE SIGNS. EXISTING CURB PAINT TO BE REPLACED IN KIND AS DIRECTED BY THE ENGINEER. ENGINEER OF WORK CITY APPROVED CHANGES l! ----- APP'D DATE + :::c G) -:::c i C C :;:o I I ¥- 1-1 ------ -\~ =-: -;.,~--=-=---- :=i APPROXIMATE CITY LIMIT --l---'COUNTY OF SAN DIEGO __,,. __ 11"5 i.,a IJ'. +--- _j 11' ::J • fr SIGN LEGEND ® &:l0 BIKE LANE R7-9a(MOD) R2-1(40) SR56(CA) R48(CA) SOLANA BEACH CITY LIMIT W1-6(R) [ l R81a(CA) RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION CONSTRUCTION NOTES (D INSTALL 12" WHITE LIMIT LINE PER CAL TRANS STD PLAN A24E. @ INST ALL 6" WHITE LANE LI NE PER CAL TRANS STD PLAN A20A, DETAIL 9. Q) INST ALL 6" DOUBLE YELLOW L I NE PER CAL TRANS STD PLAN A20A , DETAIL 22 . @ INST ALL 8" WH !TE CHANNEL I Z I NG LI NE PER CAL TRANS STD PLAN A20D , DETAIL 38 . @ INSTALL 6" WHITE BIKE LANE LINE PER CAL TRANS STD PLAN A20D, DETAIL 39. (DINSTALL 6" WHITE INTERSECTION BIKE LANE LINE PER CALTRANS STD PLAN A20D, DETAIL 39A. @INSTALL WHITE TYPE IV ARROW PAVEMENT MARKING PER CALTRANS STD PLAN A24A. @INSTALL 24" WHITE CONTINENTAL CROSSWALK PER CAL TRANS STD PLAN A24F. @) INSTALL 4" WHITE ANGLED HATCHING AT 45 DEGREES, AT 40' SPACING . @ INST ALL Bl KE LANE LEGEND WITH ARROW MARK I NG PER DETAIL "A" ON SHEET PD-1. @INSTALL GREEN BIKE LANE SKIP ADJACENT TO DETAIL 39A PER DETAIL "B" ON SHEET PD-1. @ INSTALL 6" YELLOW MEDIAN ISLAND STRIPING PER CAL TRANS STD PLAN A20B, DETAIL 29. @) INSTALL 6" YELLOW LEFT EDGELINE PER CALTRANS STD PLAN A208, DETAIL 24. @INSTALL GREEN BIKE LANE PAINT. @INSTALL 8" WHITE LANE DROP AT INTERSECTION LINE PER CALTRANS STD PLAN A20C, DETAIL 378. @ INSTALL "STOP" PAVEMENT MARKING PER CAL TRANS STD PLAN A24D. TAPER LENGTH CALCULATION 1. SHIFT TAPER L= WS2/60 = 3X402/60 = 80' USE 200' L=LENGTH OF TRANSITION W=OFFSET S=DESIGN SPEED 2. SHIFT TAPER L= WS2/60 = 9X402/60 = 240' USE 240' L=LENGTH OF TRANSITION W=OFFSET S=DESIGN SPEED 3. SHIFT TAPER L= WS2/60 = 4X402/60 = 106.7' USE 200' L=LENGTH OF TRANSITION W=OFFSET S=DESIGN SPEED 4. SHIFT TAPER L= WS2/60 = 3X402/60 = 80' USE 100' L=LENGTH OF TRANSITION W=OFFSET S=DESIGN SPEED BENCH MARK DESCRIPTION: CITY OF SOLANA BEACH Carlsbad, CA 92008 Phone: (760) 476-9193 MBAKERINTL. COM 1--------------+---+---< By: ________ Date: ___ By: ________ Date: __ _ LOCATION: IMPROVEMENT PLANS FOR: INTERNATIONAL RCE 90577 12/2/2024 DATE H: \PDATA \172013_LOMAS SANTA FE CORRIDOR PHASE III\CADD\LAND\DLV\172013-28-PD-E.DWG FISKE, ERIK 1 /14/2D25 11: 41 AM R.C.E.: Exp:

Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L.
t 11 11 I
40 20 0 40 80 120
1-~ I I I
SCALE: 1 "=40 '

AS-BUILT

PLAN CODE
PD-3
By_· ______ Date: __ _
R.C.E._· _____ Exp: __ _
ENGINEERING DEPARTMENT DRAWING NO.

PAVEMENT DELINEATION PLAN
Sheet 28 of 54
G G

E E E E E
E
E E
G
G
G

G G G G G G G

T T T T T
T
T
T T T

W W W W W W W W W

W W W W W W W W W

RW RW RW RW RW RW
RW
E

E E E E E E E E RW
W
W
W
W

T T T T T T T T T

G G G G
T T T
W W W
W W W

RW RW RW
E E
WW
W

T T T T
FH
G
E
E
T T T
W W W
W W W
E E E
T T T

LOMAS SANTA FE & PLAZA ENTRANCE

LOMAS SANTA FE DR

PLAZA ENTRANCE
TS-1
CG-3185

PLAN CODE
* caoJ:TIR SO£Ill.E

AWG POLE OR CONDUIT RLNS
OR
CABLE SIZE & ffi & CIRCUIT
12 csc POLE A' ¢1,¢6,¢8 ;,-'! ;,-'!
POLE B' ¢8,¢8P .1/!
POLE C' ¢8PPB ;,,r
POLED ¢2,¢2P,¢8P
¢2PPB,¢8PPB
3 CSC POLEE ¢1 ,¢2P ,f2PPB y,
TOTAL Y- 1/i y,
#10 SAFETY LIGHTING (LTG) 2• 2• 2
#8 GRO.JND (GID) 1 • 1 1
#6 SERVICE (SVC)
111 1 •
TYPE B 112
DLC 116 s•
TOTAL DLCs 6•
EVP CABLE (3M MODEL 138 CABLE) 1 • 2•
GPS EVP CABLE (CAT6)
VIDEO DETECTION (VANTAGE NEXT CAT6 CABLE) 1 •
SIGIAL INTERCONNECT (6PR#20)
CONDUIT SIZE (INCHES) 3• 3• 3•
CONDUIT FILL (I) 9 28 10
* ALL CONDUIT AND CONDUCTORS ARE EXISTING UNLESS NOTED:
(•)=NEW
'
< ,
J
• --,
& &
;,-'!
.1/!
/r
½
1/, y,
y, 1/4
2 1 1
2 1 •
6• 6•
s•
6• 12•
3•
1 •
1 •
1 2
3• 2-2·
2-3"
18 21
ffi
;,-'!
.1/!
;,,r
½
1/,
1/4
1 2
1 •
6•
s•
12•
3•
1 •
1 •
2 2-2·
2-3"
21 ,--

I PHASE DIAGRAM I
□~~~
~bd~bill
LOMAS SANTA FE DR POSTED SPEED= 40 f.f'H
PLAZA ENTRANCE POSTED SPEED= NOT POSTED
-
I
\,.
95'
~
- -R/W - - - - - -
l.EGENl
)-, EXISTING EVP * PROPOSED GPS EVP RECEIVER/TRANSCEIVER 0 ~
E3
□ .
q
...,
6'
12·
12'

EXISTING VEHICLE DETECTION LOOP

PROPOSED TYPE E VEHICLE DETECTION LOOP

PROPOSED TYPE F VEHICLE DETECTION LOOP

PROPOSED TYPE Q MOD BIKE DETECTION LOOP

PROPOSED VIDEO DETECTION ZONE
-----i------13'- 230' TO
12'
44' TO
12'
EX. 2"C, 1-S ...,DRICi\ ~ TO LOMAS SANTA FE'"'
le SANTA HELENA
-◄--=-=IF.==-=-==◊=="- ----- ~:::::::=----:::--=--=--==-=-=--.=---=1_ ; I
" 0
E
_g
0 C:

Ll:
..-!
'° <X)
0 ,,;
,c "'
" .,,
0 m
" 0
..c:
-~
::,;
/
J'l
"
·e "
a.
/
.3
0 0
~ " ::,;
..c:
~
" ~ 0
..c:
en
<.
a::

E
0 -'° co
~ 0
"'
<O
-
-J ~~~==-RfW==---=i-~ - '--------,r/
D -; \ I ' µ /JIL____J
-EX. 2"C, 2-DLC, 1-SIC
___}
t-==''= R/W
EX. 2"C, 2-DLC, 1-SIC_/ I
I

CONSTRUCTION NOTES
[I]~ EXISTING 332L CONTROLLER CABINET COMPLETE. FURNISH AND INSTALL NEW 352i ATC CONTROLLER CABINET WITH SIDE-MOONTED BBS CABINET ON EXISTING FOUNDATION.

FURNISH AND INSTALL THE FOLLOWING CABINET EQJIPMENT:
a. NEW McCAIN ATC FLeX CONTROLLER WITH OMNI eX FIRMWARE b. NEW CMUi p-2212HV CONFLICT MONITOR
c . NEW APS CCU
d. NEW 764 MULTIMODE PHASE SELECTOR EVP DISCRIMINATOR CARDS e. NEW EBERLE RENO 222 DETECTOR CARDS
f. NEW 2216-24 CABINET POWER SUPPLY
g. NEW ALPHAGUARD CHARGE MANAGEMENT SYSTEM
h. (4) NEW BBS BATTERIES ~ THE FOLLOWING EQUIPMENT FROM EXISTING CABINET TO NEW:
i . EX I STING ALPHA FXM 1100 BBS
j. EXISTING ITERIS NEXT VIDEO DETECTION EQUIPMENT INCLUDING CQJ, LCD DISPLAY, AND DETECTION CARD [I) EXISTING SERVICE PEDESTAL TO REMAIN.
[I]~ EXISTING TRAFFIC SIGNAL POLE. BREAK DOWN FOUNDATION 36" BELOW GRADE. ~ EQJIPMENT PER PLAN AND POLE AND EQJIPMENT SOlEDULE. @) FURNISH AND INSTALL NEW TRAFFIC SIGNAL POLE WITH FOUNDATION COMPLETE PER POLE AND EQJIPMENT SCHEDULE. (ID~ EXISTING EVP DETECTOR ASSEMBLY TO NEW MAST ARM LOCATION PER PLAN. INCLUDE ALL NECESSARY MOUNTING AND CABLING. [[] ~ EXISTING PEDESTRIAN PUSHlJTT0N ASSEMBLY.
l1QI FURNISH AND INSTALL NEW APS PEDESTRIAN PUSHBUTTON ASSEMBLY.

ITI] FURNISH AND INSTALL NEW PULL BOX PER PLAN. PULL BOX SHALL BE STAMPED "TRAFFIC SIGNAL". lg] FURNISH AND INSTALL NEW 6' DIAMETER INDUCTION DETECTOR LOOP TYPE E PER CALTRANS STD PLAN ES-58. LIMIT LINE LOOPS SHALL BE TYPE F. BIKE LOOPS SHALL BE 4'X6' MODIFIED TYPE Q. PLACE IN CENTER OF LANES.
lg] FURNISH AND INSTALL NEW ITERIS NEXT VIDEO DETECTION CAMERA WITH 6' PELCO EXTENSION POLE. INCLUDE ALL NECESSARY MOONTING, CABLING, AND PROGRAM TO ADD DETECTION ZONES AS SHOWN ON THE PLAN.

IE] FURNISH AND INST ALL PVC CONDUIT WITH t.«.JLE TAPE, SIZE PER PLAN .

ITI] FURNISH AND INSTALL NEW GTT 0PTICOM 3101 GPS RADIO UNIT WITH GPS RECEIVER AND TRANSCEIVER. p SC
#6 ----.__
3 EX. R9-3
(El9110
M3 FIRST CHER IF IKR<, TI£~
9MLL POTI-ILE ALE LOCATICH; PRICR TO
CRERll'G P(l.ES, IF COfl.lCTS 11£. FlUI>
ll.Ril'G POTill...ltG, TI£~ 9MLL
IIIEDIAlB.Y t«JTIFY TI£ El'Glt&R IF
IEXRI. FAIUR: TO ctlFLY 9MLL IE: AT
TI£
~

91...E RE.SHHilBILITY IF TI£
FCR Nrf LOSS IF TIIE,
MX>ITICIW.. OOST, NfJ DAMAGE.
0 R
0 y
0 G
8 GA
DETAIL "A"
4-SECTION VEHICLE HEAD
STA 73+14 5 rs·) 39.0' LT
STA. 73+26 5 ll0[C') 39.0' LT
* Fa...E AN) EQUll'IENT SCl£lll.E
No. STANDARD LED SIGNAL MOUNT! NG •PPB ■ POLE LOCATION MAST ARM M0Lt,iTED TYPE HEIGHT SIG. f.t.A. LUf.t. M.A. LUMINAIRE VEHICLE PED PHASE QJAD A B SNS REMARKS ® • 30' • • • + 2-MAS • • :it.t. • • + POLE MOONTED R9-3 26-4-100 40' 15' 101 W SV-2-T Pl•~ 4' Plaza Entrance ' F=19' ® 19-4 100 • 30' • • • + 1-MAS • SV 1-T • • :it.t. • • 20' 15' 101 W SP-1-T + IWJAlt. I I .~<. • Pl rn 4' Lorncs Senta Fe Dr 90'AS SHOWN © PPB POST • 5•-r• 118 ' w • x.i:. •
Pl,., 4' •
® 24-3-129 30' 35' 15' 101 W 1-MAS SV-1-T SP-2-T ¢2,¢8 N,w• EXISTING Plaza Entrance ® 15TS 30' 15' 101 W SV-1-T SP-1-T 112 • N • EXISTING
*ALL EQJIPMENT IS EXISTING UNLESS NOTED:
(e) = NEW
N0TE:CONSTRUCT POLE STANDARDS TO CALTRANS 2018 STANDARDS. CONTRACTOR

SHALL POTHOLE POLE FOUNDATIONS AND SUBMIT MATERIALS CUT SHEETS PRIOR TO ORDERING OF MATERIALS.
( ♦ ) = EX I STING PEDESTRIAN IND I CA Tl 0NS ARE LED COUNTDOWN TYPE . ( .i.) = PEDESTRIAN PUSHBUTTON ASSEMBLY SHALL BE APS AND ADA C0RIANT. ( +) = RELOCATED
P(l..ES TO BE~
No. TYPE HEIGHT SIG. M.A.
@ 26-4-129 30' 45'
® 19-3-129 30' 25' s

QUADRANT

PUSH BUTTON

LOCATION
(TOP VIEW)
110'
\.. V
■ Fa...E LOCATIIJI CETAIL

POLE LOCATION
0 ECR -A
1---1-
A
~ A -A
B B<b
es
(Il
0 EXACT LOCATION BY ENGINEER IN THE FIELD
NOTE: CONTRACTOR t.«.JST PROVIDE A MIN. OF
4' CLEAR SIDEWALK FOR PEDESTRIANS

DETECTOR ASSIGNMENT

PHASE DETECTOR INPUT ASSEMBLY FITA
111 12 IA1 - I/0 6 FITA 1, FIT1, 1-2
112 ADV !Al - 1/0 8 FITA 1, FIT2, 1-2
¢2 ADV 2 IA1 - I/0 9 FITA1, FIT2, 6-7
112 RT 3 IA1 - I/0 10 FITA1, FIT3, 1-2
112 BK 4 IA1 - 1/0 11 FITA1, FIT3, 6-7
112 5 IA1 - I/0 12 FITA1, FIT4, 1-2
112 6 IA1 - 1/0 13 FITA1, FIT4, 6-7
116 ADV 7 IA2 - 1/0 8 FITA2, FIT2, 1-2
¢6 ADV 8 IA2 - I/0 9 FITA2, FIT2, 6-7
116 BK 9 IA2 - I/0 10 FITA2, FIT3, 1-2
116 10 IA2 - 1/0 12 FITA2, FIT4, 1-2
¢6 11 IA2 - I/0 13 FITA2, FIT4, 6-7
-@ ~ ;i86,~ rfil] 2"C, 2-DL~ R/W- ,-IE] 2•c, 2-DLC
1--+..c=-- -- - AB
----RR/W--
1 -,
RC
118 13 IA2 - 1/0 16 VIDEO
118 14 IA2 - I/0 17 VIDEO
-----
12' 12' 6'

RECOMMENDED FOR APPROVAL
•
' '
·M,:,:!
'iif 5'!,
,
~
118
12'
,,
j•;r,
w:.:....
118
10'
....
. 'ijlJ,i,
, ,
>,
Ta
12'
- I /
s,~5 9 10[D)
(2X2)
I
I
6 ABBREVIATIONS
AB
ADV
APS
BBS
BK
C
CCU
DLC
EVP
EX
FITA
IA
LT
NTS
TYP
RMC
RT
SNS
SC

ABANDON

ADVANCE

ACCESSIBLE PEDESTRIAN SIGNAL

BATTERY BACKUP SYSTEM
BIKE

CONDUIT

CENTRAL CONTROL UNIT

DETECTOR LOOP CABLE

EMERGENCY VEHICLE PREEMPTION

EXISTING
FI ELD INPUT TERf.tl NAl ASSEMBLY
INPUT ASSEf.tBLY
LEFT

NOT TO SCALE

TYPICAL

RIGID METALLIC CONDUIT
RIGHT

STREET NAME SIGN

SPLICE NEW TO EXISTING CONDUCTORS

APPROVED FOR CONSTRUCTION
/
6'
12'
12'
12'
---R/W-
\ EX. 2"C, 1-SIC
\_EX. 2"C, 2#6(SVC), 2#10(LTG), 1#8(GND)

SIGN LEGEND
®
R9-3
~ R73-2(CA)

BENCH MARK
DESCRIPTION:

LOCATION:
118 15 IA2 - 1/0 18 VIDEO
112P PPB IA1 - 1/0 26 FITA1, FIT11, 1-2
¢BP PPB IA1 - 1/0 29 FITA1, FIT12, 6-7
'\....f 117#5 l 1-----ls:c:;;a;::--'-"=---------,-"---- I ..,-,
8 ¢6 I \ ) I ,_
l
112 EVA IA2 - I/0 24 FITA2, FIT10, 1-2-5
¢1+116 EVC IA2 - 1/0 25 FITA2, FIT10, 6-7-10
118 EVD IA2 - I/0 27 FITA2, FIT11, 6-7-10
12 (TYP.) '>--..... \ ,_, '
230' TO 76+~
I ='L~l,.,MI'='T='Lf_I;NE======:i=:::::::::=;:::ta;~
I= VLOOPS FOR TRAFFIC SIGNAL AT I ~, LOMAS SANTA FE DR le VIA MIL I ll, l Cl.lMBRES DR. SEE OTHER SHEET. -
---+
- ,- 11- - - I /""'\, \ I EX. 2·c, 1-s1c, 1-DLc TO -
I \l_ 1 J I LOMAS SANTA FE DR t VIA
1 MIL CLMBRES DR

I / I /
1---- l . '{ ... , I --ll---'--------•- V
C
~"l _ _ -----1R/W- - \_ '-aJ EX. 2"C, 2#6(SVC). 2#10(LTG), 1#8(GND) EX. 2•c, 1-SIC
EX. 2•c, 2#6(SVC), 2#10(LTG), 1#8(GND)
~~r?
20 10 0 20 40 60
I ~ I I I
ONLYI loNLY SCALE: 1 "=20 '

NO U TURN

AS-BUILT
R3-18 R61-28(CA)(MOD) By: Date:

R.C.E.: Exp:

CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.

TRAFFIC SIGNAL MODIFICATION PLAN FOR:

G
SD
T T
W W W
W W W
E E E
T T
W
W
W
W
W
W
W
W
G
G

G G G G S
S
S
S
S
W
W
W
S

E E E E E E E E

T T T T T T T
T
T
T
T

W W W W W W W W
W W W
T
T
T

E E E E E E E E E
T
T
T
T
T

T T T SD SD
SD
E
E
T T
SD SD
W W
E E

VIA MIL CUMBRES DR

LOMAS SANTA FE DR

LAS BANDERAS DR
TS-2

LOMAS SANTA FE & LAS BANDERAS
CG-3185

PLAN CODE
" 0
E
_g
0 C:

Ll:
..-!
'° <X)
0 ,,;
,c "'
" .,,
0 m
" 0
..c:
-~
::,;
/
J'l
" ·e "
a.
/
.3
0 0
~ " ::,;
..c:
~
" ~ 0
..c:
en
<.
a::

E
0 "' '° co
~ 0
"'
<O
~
* ~ somu: EXIST!t.G AIASE D!AllWI I
AWG POLE OR CONDUIT RUNS ~P9P9f?9 ua~UU OR
CABLE SIZE ffi ffi ffi CIRCUIT
12 csc POLE A ¢4,¢4P,118,¢2PPB
POLE B ¢1,112P ,114PPB
POLE C' ¢1,116,116P ,¢4PPB ,,,,,r ,,,,,r ,,,,,r
POLED' ¢8,114P,116PPB ,,,,,r ,,,,,r ,,,,,r
POLEE' ¢8,118P,116PPB
POLE F' ¢5,¢6P,118PPB
POLE G ¢2,¢5,2P,¢8PPB
3 CSC POLE H ¢4,¢8P,¢2PPB
TOTAL ½ ½ ½
#12 IISNS 2 2 2
#10 SAFETY LIGHTING (LTG) 2 2 2
#8 GRO.JND (GND) 1
#6 SERVICE (SVC)
111
¢2
114 2• 2•
TYPE B ¢5 DLC
116
¢8
TOTAL DLCs 2• 2•
EVP CABLE (3M MODEL 138 CABLE) 1 • 1 • 1 •
GPS EVP CABLE (CAT6)
SIGNAL INTERCONNECT (6PR#20)
CONDUIT SIZE (INCHES) 3''" 3· 3·

RMC RMC
CONDUIT FILL(%) 20 21 20
* ALL CONDUIT AND CONDUCTORS ARE EXISTING UNLESS NOTED:
(•)=NEW
(RMC) = RIGID METALLIC CONDUIT
ffi
,,,,,r
,,,,,r
1/r
½
2 2
1 2•
2•
2•
3'"
31 ffi
,,,,,r
,,,,,r
1/r
1/r
½
2 2
1 •
2•
5•
a•
2•
3·
RMC
45 ffi IA ffi ffi
1/, y,
y,
,,,,,r ,,,,,r ,,,,,r ,,,,,r
,,,,,r ,,,,,r ,,,,,r ,,,,,r
1/r 1/r 1/r 1/r
1/r 1/r 1/r 1/r
1/, 1/, 1/, 1/,
1/, 1/, 1/,
½ ½ ~ ½
2 2 2
2 2 2
2 1 • 1 • 1 • 1 •

5. 2• 2• 2• 2.
1 •
5• 5• 5• 5.
2· 2• 2'
a• 10• 10• 16'
3• 3• 4• 4.
1 • 1 •
1 rlc3 2-3" 2-3" 2-3"

RMC RMC RMC RMC
42 35 40 49
r---7
I _ I
gEJEJDrJ
Lo.tAS SANTA FE DR POSTED SPEED= 40 MPH
VIA MIL cu.tBRES rn/LAS BANDERAS rn POSTED SPEED= 25 MPH 160'
-R/W-----
------I
6'
11 '
LOCJ'S FOR TRAFFIC SIGNAL AT~
LOMAS SANTA FE DR It PLAZA
I
_I _
I
I
11 '
2' ENTRANCE. SEE OTHER SHEET. 215' TO

LIMIT LINE
EX. 2"RMC,
2#6(SVC),
2#10(LTG), , ~i- -1 ------\t-;-- 2#12(IISNS) -1- -1- -1 ... 77+00 :J.l ,, - I
4'
11'
AS f'IRST CRER <F IKR<, TI£ <XlflRAC1lR
9W..l. POTIO....E P<l..[ LOCATJ<J6 PRl<R TO
CRERJN6 PCl.fS. If' mELICTS N£ rnN>
ll.RJN6 POTlll.INS, TI£ CtW1RAC1lR 9W..l.

IIIEDIATELY N>Tlf'Y TI£ EJGJtEER <F
RElXR). f'AIL.U£ TO CXIA...Y 9W..l. BE AT
TI£ sa...E RESPOfilBILITY <F TI£
<XlflRAC1lR f'<R #ff ~ <F TIIE,
AIDITIIJW... COST, /HJ OI.WJ£.
~
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f1
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12' 12·
gl
~-1
R10-12
8 il1+¢6 EVP
R73-2(CA)
78+0,)
44' TO -
LIMIT
I
\ LINE ~
EX. 2"C, 1-SIC, 1-DLC,
TO LOMAS SANTA FE rn
It PLAZA ENTRANCE
EX. 2• RMC,
1-SIC,2-0LC
EX. 2"RMC,2#6(SVC)
2#10(LTG),2#12(IISNS)
EX. 2"RMC, 1-SIC, 2-DLC
CONSTRUCTION NOTES EX.¢4 E
[I][§j EXISTING 332L CONTROLLER CABINET ~PLETE. FURNISH AND INSTALL NEW 352i ATC CONTROLLER CABINET WITH SIDE-MOONTED BBS CABINET ON EXISTING FCIJNDATION. FURNISH AND INSTALL THE FCLLOWING CABINET EQUIPMENT:

EX. R61-7(CA) I I
I a. NEW McCAIN ATC FLeX CONTROLLER WITH ot.tJI eX FIRMWARE b. NEW ~Uip-2212HV CONFLICT MONITOR
EX. R10-\
I I
c. NEW APS CCU
d. NEW 764 MULTIMODE PHASE SELECTOR EVP DISCRIMINATOR CARDS e. NEW EBERLE RENO 222 DETECTOR CARDS
f. NEW 2216-24 CABINET POWER SUPPLY
g. NEW ALPHAGUARD CHARGE MANAGEMENT SYSTEM
h. (4) NEW BBS BATTERIES l!i THE FOLLOWING EQUIPMENT FROM EXISTING CABINET TO NEW:
i. EXISTING ALPHA FXM 1100 BBS
[l] EXISTING SERVICE PEDESTAL TO REMAIN .
[Il[§j EXISTING TRAFFIC SIGNAL POLE. BREAK DOWN FCIJNDATION 36" BELOW GRADE. l!i EQJIPMENT PER PLAN AND POLE AND EQJIPMENT SCHEDU.E. [[j FURNISH AND INSTALL NEW TRAFFIC SIGNAL PCLE WITH FCIJNDATION COMPLETE PER POLE AND EQUIPMENT SCHEDULE. [[) [§I EX !STING PEDESTRIAN HEAD MODULE. FURNISH AND INSTALL NEW LED COUNTDOWN TYPE PEDESTRIAN HEAD MODULE IN EX I STING HOOS! NG. [I] FURNISH AND INSTALL MAST ARM MOONTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN PER PLAN . [[JI!! EXISTING EVP DETECTOR ASSEaY TO NEW MAST ARM LOCATION PER PLAN. INCLUDE ALL NECESSARY MCIJNTING AND CABLING. [[][§I EXISTING PEDESTRIAN PUSHBUTTON ASSEMBLY.

IJ:Qj FURNISH AND INSTALL NEW APS PEDESTRIAN PUSHBUTTON ASSEMBLY. [j] FURNISH AND INSTALL NEW PULL BOX PER PLAN. PULL BOX SHALL BE STAMPED "TRAFFIC SIGNAL •. ~ FURNISH AND INSTALL NEW 6' DIAMETER INDUCTION DETECTOR LOOP TYPE E PER CALTRANS STD PLAN ES-58. LIMIT LINE LOOPS SHALL BE TYPE F. BIKE LOOPS SHALL BE 4'X6' MODIFIED TYPE 0. PLACE IN CENTER OF LANES.

IE] FURNISH AND INSTALL PVC CONDUIT WITH t.llLE TAPE, SIZE PER PLAN. l]1] FURNISH AND INSTALL NEW GTT OPTICOM 3101 GPS RADIO UNIT WITH GPS RECEIVER AND TRANSCEIVER. \
.,,
-..
\
15'
l.EGEN)
)-, EX! ST! NG EVP
* PROPOSED GPS EVP RECEIVER/TRANSCEIVER
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EXISTING VEHICLE DETECTION LOOP

PROPOSED TYPE E VEHICLE DETECTION LOOP

PROPOSED TYPE F VEHICLE DETECTION LOOP

PROPOSED TYPE Q MOD BIKE DETECTION LOOP

PROPOSED VIDEO DETECTION ZONE
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STANDARD
No. TYPE HEIGHT SIG. M.A. LUM. M.A.
@ 17-3-70 30' 20'
® 1-A 10'
© 26-4-100 • 30' • 45' •
® 1-A • 10' •
© 17-3-100 • 30' • 20' •
® 1-A • 10' •
® 29-5-70 30' 50'
® 1-A 10'
* ALL EQJIPMENT IS EXISTING UNLESS l'fJTED:
(•)=NEW
15'
15' •
15' •
15'

LED SIGNAL MCIJNTING

LUMINAIRE VEHICLE PED
101 W 1-MAS SV-2-T SP-1-T
(EX. CD)
SV-1-T .:r 1 T (EX. CD)
101 W
+ 2-MAS • SV-1-T • SP-1-T •
TV-1-T • SP-1-T •
101 W
+ 1-MAS • SV-1-T • SP-1-T •
TV-1-T • SP-1-T •
101 W 2-MAS SV-1-T SP-1-T • SV-1-Tll17'
TV-1-T SP-1-T •
( ♦ ) = PEDESTRIAN IND! CA Tl ONS SHALL BE LED CCIJNTDOWN (CD) TYPE. ( & ) = PEDESTRIAN PUSHBUTTON ASSEMBLY SHALL BE APS AND ADA COMPLIANT. ( +) = RELOCATED
Pll..ES TO BE [§I ■ Pa...E LOCATI<».I DETAIL
No. TYPE HEIGHT SIG. M.A.
© 26-4-70 30' 45'
® 1-A 10'
© 19-4-70 30' 25'
® 1-A 10'
s

QUADRANT

POLE LOCATION
0 ECR -A
A
~ A -A
B B-<'...b 0
•PPB ■ POLE LOCATION

PHASE QJAD A B IISNS REMARKS
112p• N EXISTING Lomas Santa Fe 1)-
¢4P• E EXISTING
114P• E 10' • 5' • Vi a Mi I Cunt>res 1)- + PCLE t.OJNTED + SIGN "A" II 17' F=18'
¢6P• s 8' • 5' •
i16P• s 9' • 5' • Lomas Santa Fe 1)-
+
¢BP• w 8' • 8' •
IIBP• w EXISTING Las Banderas 1)-
¢2P• N EXISTING
NOTE:CONSTRUCT POLE STANDARDS TO CAI.TRANS 2018 STANDARDS. CONTRACTOR

SHALL POTHOLE PCLE FOUNDATIONS AND SUIJAIT MATERIALS CUT SHEETS PRIOR TO ORDERING OF MATERIALS.

DETECTOR ASSIGNMENT

PHASE DETECTOR INPUT ASSEMBLY FITA
il1 14 IA1 - I/0 6 FITA 1, FIT1, 1-2
il2 ADV 1 IA1 - 1/0 8 FITA 1, FIT2, 1-2
il2 ADV 2 IA1 - I/0 9 FITA1, FIT2, 6-7
112 BK 3 IA1 - 1/0 10 FITA1, FIT3, 1-2
il2 4 IA1 - I/0 12 FITA1, FIT4, 1-2
il2 5 FITA1, FIT4, 6-7
12 (TYP.)

PUSH BUTTON

LOCATION
(TOP VIEW)
ll'.

IA1 - 1/0 13
IA1 - I/0 16 FITA1, FIT6, 1-2
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118
6'
11 '
11 '
11 '
11 '
I 6'
'
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a· \4' '\' s· \
20 10 0 20 40 60
1-~--1~~~1----;1
SCALE: 1 "=20 '
180'
&l

EXACT LOCATION BY ENGINEER IN THE FIELD
NOTE: CONTRACTOR !IJST PROVIDE A MIN. OF
4' CLEAR SIDEWALK FOR PEDESTRIANS
I I
,- LIMIT LINE
-
-

ABBREVIATIONS

AB ABANDON

ADV ADVANCE

APS ACCESSIBLE PEDESTRIAN SIGNAL

BK BIKE

BBS BATTERY BACKUP SYSTEM

C CONDUIT

CCU CENTRAL CONTROL UNIT

DLC DETECTOR LOCJ' CABLE
EVP EMERGENCY VEHICLE PREEMPT! ON

EX EXISTING
FITA FIELD INPUT TERMINAL ASSEM31...Y

IA INPUT ASSEMBLY

LT LEFT

NTS NOT TO SCALE

TYP TYPICAL

RMC RIGID METALLIC CONDUIT

RT RIGHT

SNS STREET NAME SIGN

SC SPLICE NEW TO EXISTING CONDUCTORS
il4 7
il4 8 IA1 - 1/0 17 FITA1, FIT6, 6-7
i15 6 IA2 - I/0 6 FITA2, FIT1, 1-2
il6 ADV 9 IA2 - 1/0 8 FITA2, FIT2, 1-2
il6 ADV 10 IA2 - I/0 9 FITA2, FIT2, 6-7
116 BK 11 IA2 - 1/0 10 FITA2, FIT3, 1-2
¢6 12 IA2 - I/0 12 FITA2, FIT4, 1-2
116 13 IA2 - 1/0 13 FITA2, FIT4, 6-7
ilB 15 IA2 - I/0 16 FITA2, FIT6, 1-2
¢8 16 IA2 - 1/0 17 FITA2, FIT6, 6-7
02P PPB IA1 - I/0 26 FITA 1, FIT11, 1-2
il4P PPB IA1 - 1/0 27 FITA1, FIT11, 6-7
06P PPB IA1 - I/0 28 FITA1, FIT12, 1-2
ilBP PPB IA1 - 1/0 29 FITA1, FIT12, 6-7
il2+¢5 EVA IA2 - I/0 24 FITA2, FIT10, 1-2-5
¢4 EVB IA2 - 1/0 26 FITA2, FIT11, 1-2-5
01+¢6 EVC IA2 - I/0 25 FITA2, FIT10, 6-7-10
¢8 EVD IA2 - 1/0 27 FITA2, FIT11, 6-7-10

SIGN LEGEND
EXISTING:

R3-4
[§I R73-2(CA)
PROPOSED:

NO U TURN
R73-3(CA)

LEFT TURN
YIELD

ON GREEN
0 R10-12

COASTER
\ ---
SIGN "A"
R61-7(CA)

AS-BUILT
By: Date:

R.C.E.: Exp:

RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.

DESCRIPTION:

LOCATION: TRAFFIC SIGNAL MODIFICATION PLAN FOR:

RW RW RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW RW RW RW RW RW RW RW
RW
RW
RW
RW
RW
RW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

LOMAS SANTA FE

SANTA HELENA
I-5 RAMP
I-5 RAMP
I-5 RAMP

I DECOMPOSED GRANITE

PAVING - PERMEABLE

B CONCRETE FORM LINER

WALL C VINE PLANTING

RW RW RW RW RW RW RW RW RW RW RW RW RW RW
RW RW
RW
RW RW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW
RW RW
RW
RW RW

DECOMPOSED GRANITE

PAVING - PERMEABLE

I DECOMPOSED GRANITE

PAVING - PERMEABLE
I

A TYPICAL CMU WALL

ELEVATION
A: 30-24", B:24"-18" C: 18"-12"GAMBLERS GOLD BOULDERS FROM

SOUTHWEST BOULDERS AND STONE
C A
B
6"-9" 'MEXICAN BEACH PEBBLE/

COBBLE, MIXED FROM

SOUTHWEST BOULDER & STONE

ACKERSTONE SERPENTINE PAVERS,

TERRACOTTA, HERRINGBONE PATTERN
CALIFORNIA GOLD DECOMPOSED GRANITEWOOD MULCH3"-5" 'MEXICAN BEACH

PEBBLE/COBBLE - MIXED FROM

SOUTHWEST BOULDER & STONE

PLANTER AREA - REFER TO SHEET LISTED FOR DETAILS

SYMBOL LEGEND
- SEE DETAIL F ON PAGE LDSC12
- SEE DETAIL E ON PAGE LDSC12
- SEE DETAILS G/H ON PAGE LDSC12
- SEE DETAIL I ON PAGE LDSC12 - CITY PREFERRED MULCH, INSTALL PER MANUFACTURER'S RECOMMENDATIONS - SEE DETAIL E ON PAGE LDSC12 X
X
LDSC-1
LDSC-2
LDSC-3 LDSC-4 LDSC-5 LDSC-6

SYMBOL BOTANICAL NAME COMMON NAME CONT QTY
TREES
(E) PALM TREE TO BE RELOCATED 15 GAL 13
ARBUTUS X `MARINA` ARBUTUS STANDARD 24"BOX 51
BAUHINIA X BLAKEANA HONG KONG ORCHID TREE 15 GAL 32
JACARANDA MIMOSIFOLIA JACARANDA MULTI-TRUNK 15 GAL 65
SHRUBS
ACHILLEA X `MOONSHINE` MOONSHINE YARROW 5 GAL 56AEONIUM ARBOREUM TREE AEONIUM 5 GAL 6AEONIUM ARBOREUM `ATROPURPUREUM` TREE AEONIUM 5 GAL 3AGAVE AMERICANA CENTURY PLANT 5 GAL 6AGAVE VILMORINIANA OCTOPUS AGAVE 5 GAL 1AGAVE X `BLUE GLOW` BLUE GLOW AGAVE 5 GAL 22ALOE STRIATA CORAL ALOE 5 GAL 7ANIGOZANTHOS X `BIG RED` BIG RED KANGAROO PAW 5 GAL 33 BULBINELLA FLORIBUNDA BULBINELLA 5 GAL 175
CAREX TUMULICOLA FOOTHILL SEDGE 5 GAL 62CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL 24CYCAS REVOLUTA SAGO PALM 5 GAL 1 FESTUCA RUBRA `MOLATE` MOLATE RED FESCUE 5 GAL 126FICUS PUMILA CREEPING FIG 1 GAL 36 IRIS DOUGLASIANA DOUGLAS IRIS 5 GAL 48
JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL 41
LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE 1 GAL 28LIMONIUM PEREZII STATICE 5 GAL 61LOMANDRA LONGIFOLIA `BREEZE` DWARF MAT RUSH 1 GAL 22 MUHLENBERGIA RIGENS DEER GRASS 1 GAL 64MYOPORUM PARVIFOLIUM TRAILING MYOPORUM 5 GAL 278 PHORMIUM TENAX `BRONZE BABY` BRONZE BABY NEW ZEALAND FLAX 5 GAL 49 SENECIO MANDRALISCAE `BLUE CHALK STICKS` SENECIO 1 GAL 207SISYRINCHIUM BELLUM BLUE EYED GRASS 5 GAL 113YUCCA FLACCIDA `GOLDEN SWORD` GOLDEN SWORD YUCCA 5 GAL 7

PLANT SCHEDULE

VINES BOTANICAL NAME COMMON NAME CONT QTY
FICUS PUMILA CREEPING FIG 1 GAL 24
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

LOMAS SANTA FE-PLAN
PLANTER A-3. SEE
SHEET LDSC-7
PLANTER A-4. SEE
SHEET LDSC-7
PLANTER A-11. SEE
SHEET LDSC-9
PLANTER A-8. SEE
SHEET LDSC-8
PLANTER A-5. SEE
SHEET LDSC-7
PLANTER A-4. SEE
SHEET LDSC-7
PLANTER A-3. SEE
SHEET LDSC-7 PLANTER A-5. SEE
SHEET LDSC-7
PLANTER A-3. SEE
SHEET LDSC-7
PLANTER A-11. SEE
SHEET LDSC-9
PLANTER A-10. SEE
SHEET LDSC-9
PLANTER A-12. SEE
SHEET LDSC-9

KEY PLAN- NTS
PLANTER A-8. SEE
SHEET LDSC-7
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THE INQ.lJDED DRAWINGS, SPECIF CATIONS, IDEAS, DESIGNS AND ARRANGEMENTS RCFRCSCNTCD n ICRCDY ARr AND SI IM.L RCMAIN n IC PROPCRTY or RRM DrSIGN GROUP A~D NO PART THEREOF SHALL BE=PIE:J. DISC_OSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PlsO.JECT OTHER TH,t,.N THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN "REP,o,RED AND DEVELOPED WrTHCUTTHE WRITTEN CONSE~1 OF RRM DE51GN GROUP. VISUAL CONTACT WITH T7E5E DRAWINGS OR SPECIFCATCNS SW.Ll.CDNSm JIE CONCLUSIVE EVIDENCE OF .-.CCEPIANCE 0FTH6E RESTRICTIONS. SUBMITT,t,.L OFTHE5E DD CU MEN TS FOR PUBLIC ,t,.GENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.

RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION
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LANDSCAPE ARCHITECT OF WORK
JWID\ SFIE Pl.A 8l504 12/20/2024
DATE
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CITY APPROVED CHANGES APP'D DATE
--------..: J
74+00
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RECOMMENDED FOR APPROVAL
By: ___________ Date: ___ _
R.C.E.: Exp:

APPROVED FOR CONSTRUCTION
By: ___________ Date:. ___ _
Dan Goldberg, PE,
R.C.E.: 57292
Acting
Exp:

City Engineer
12/31/25
c:;:;J
SCALE: 1"=20'

BENCH MARK CITY OF SOLANA BEACH
DESCRIPTION:

LOCATION: IMPROVEMENT PLANS FOR:

ELEV.: DATUM: M.S.L.

AS-BUILT
By,· _________ Date: ____ _
LDSC-1 R.C.E.: ________ Exp: ___ _

ENGINEERING DEPARTMENT

LANDSCAPE & PLANTING PLAN
DRAWING NO.

Sheet 31 of 54
X
X
X
X
X

LOMAS SANTA FE

VIA MIL

CUMBRES

LAS BANDERAS
DR
A
C
B
A
C
B
A
C
B

DECOMPOSED GRANITE

PAVING - PERMEABLE
I

DECOMPOSED GRANITE

PAVING - PERMEABLE
I

G/H CONCRETE PAVERS
E 6-9" COBBLE
6-9" COBBLE
E

B LANDSCAPE BOULDER
INSTALLATION, TYP.

A TYPICAL CMU WALL

ELEVATION
X
X
X
X
X
A
C
B
A
C
B
A
C
B
A
A
C
B
A
C
B
C
B
C
B
A
A
A
C
B

I DECOMPOSED GRANITE

PAVING - PERMEABLE
6-9" COBBLE
E

CONCRETE PAVERS G/H

B LANDSCAPE BOULDER
INSTALLATION, TYP.
2-3" PEBBLE
E
LANDSCAPE BOULDERINSTALLATION, TYP.

B 2-3" PEBBLE
E

I DECOMPOSED GRANITE

PAVING - PERMEABLE
X
X
LDSC-1
LDSC-2
LDSC-3 LDSC-4 LDSC-5 LDSC-6
A: 30-24", B:24"-18" C: 18"-12"GAMBLERS GOLD BOULDERS FROM

SOUTHWEST BOULDERS AND STONE
C
A
B
6"-9" 'MEXICAN BEACH PEBBLE/

COBBLE, MIXED FROM

SOUTHWEST BOULDER & STONE

ACKERSTONE SERPENTINE PAVERS,

TERRACOTTA, HERRINGBONE PATTERN
CALIFORNIA GOLD DECOMPOSED GRANITEWOOD MULCH3"-5" 'MEXICAN BEACH

PEBBLE/COBBLE - MIXED FROM

SOUTHWEST BOULDER & STONE

PLANTER AREA - REFER TO SHEET LISTED FOR DETAILS

SYMBOL LEGEND
- SEE DETAIL F ON PAGE LDSC12
- SEE DETAIL E ON PAGE LDSC12
- SEE DETAILS G/H ON PAGE LDSC12
- SEE DETAIL I ON PAGE LDSC12 - CITY PREFERRED MULCH, INSTALL PER MANUFACTURER'S RECOMMENDATIONS - SEE DETAIL E ON PAGE LDSC12

SYMBOL BOTANICAL NAME COMMON NAME CONT QTY
TREES
(E) PALM TREE TO BE RELOCATED 15 GAL 13
ARBUTUS X `MARINA` ARBUTUS STANDARD 24"BOX 51
BAUHINIA X BLAKEANA HONG KONG ORCHID TREE 15 GAL 32
JACARANDA MIMOSIFOLIA JACARANDA MULTI-TRUNK 15 GAL 65
SHRUBS
ACHILLEA X `MOONSHINE` MOONSHINE YARROW 5 GAL 56AEONIUM ARBOREUM TREE AEONIUM 5 GAL 6AEONIUM ARBOREUM `ATROPURPUREUM` TREE AEONIUM 5 GAL 3AGAVE AMERICANA CENTURY PLANT 5 GAL 6AGAVE VILMORINIANA OCTOPUS AGAVE 5 GAL 1AGAVE X `BLUE GLOW` BLUE GLOW AGAVE 5 GAL 22ALOE STRIATA CORAL ALOE 5 GAL 7ANIGOZANTHOS X `BIG RED` BIG RED KANGAROO PAW 5 GAL 33 BULBINELLA FLORIBUNDA BULBINELLA 5 GAL 175
CAREX TUMULICOLA FOOTHILL SEDGE 5 GAL 62CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL 24CYCAS REVOLUTA SAGO PALM 5 GAL 1 FESTUCA RUBRA `MOLATE` MOLATE RED FESCUE 5 GAL 126FICUS PUMILA CREEPING FIG 1 GAL 36 IRIS DOUGLASIANA DOUGLAS IRIS 5 GAL 48
JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL 41
LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE 1 GAL 28LIMONIUM PEREZII STATICE 5 GAL 61LOMANDRA LONGIFOLIA `BREEZE` DWARF MAT RUSH 1 GAL 22 MUHLENBERGIA RIGENS DEER GRASS 1 GAL 64MYOPORUM PARVIFOLIUM TRAILING MYOPORUM 5 GAL 278 PHORMIUM TENAX `BRONZE BABY` BRONZE BABY NEW ZEALAND FLAX 5 GAL 49 SENECIO MANDRALISCAE `BLUE CHALK STICKS` SENECIO 1 GAL 207SISYRINCHIUM BELLUM BLUE EYED GRASS 5 GAL 113YUCCA FLACCIDA `GOLDEN SWORD` GOLDEN SWORD YUCCA 5 GAL 7 PLANT SCHEDULE

VINES BOTANICAL NAME COMMON NAME CONT QTY
FICUS PUMILA CREEPING FIG 1 GAL 24
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

LOMAS SANTA FE-PLAN
PLANTER A-5. SEE
SHEET LDSC-7
PLANTER A-6. SEE
SHEET LDSC-7
PLANTER A-10. SEE
SHEET LDSC-9
PLANTER A-4. SEE
SHEET LDSC-7
PLANTER A-3. SEE
SHEET LDSC-7 PLANTER A-4. SEE
SHEET LDSC-7
PLANTER A-5. SEE
SHEET LDSC-7
PLANTER A-7. SEE
SHEET LDSC-8 PLANTER A-8. SEE
SHEET LDSC-8
PLANTER A-8. SEE
SHEET LDSC-8
PLANTER A-7. SEE
SHEET LDSC-8
PLANTER A-7. SEE
SHEET LDSC-8

KEY PLAN- NTS
:__,..-/, ··•·.; \'·.
.. :.·. )\ 00©--· .. I ,/ •

1. ! - '
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SYMBOL LEGEND
- SEE DETAIL F ON PAGE LDSC12
- SEE DETAIL E ON PAGE LDSC12
- SEE DETAILS G/H ON PAGE LDSC12
- SEE DETAIL I ON PAGE LDSC12 - CITY PREFERRED MULCH, INSTALL PER MANUFACTURER'S RECOMMENDATIONS - SEE DETAIL E ON PAGE LDSC12

SYMBOL BOTANICAL NAME COMMON NAME CONT QTY
TREES
(E) PALM TREE TO BE RELOCATED 15 GAL 13
ARBUTUS X `MARINA` ARBUTUS STANDARD 24"BOX 51
BAUHINIA X BLAKEANA HONG KONG ORCHID TREE 15 GAL 32
JACARANDA MIMOSIFOLIA JACARANDA MULTI-TRUNK 15 GAL 65
SHRUBS
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CAREX TUMULICOLA FOOTHILL SEDGE 5 GAL 62CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL 24CYCAS REVOLUTA SAGO PALM 5 GAL 1 FESTUCA RUBRA `MOLATE` MOLATE RED FESCUE 5 GAL 126FICUS PUMILA CREEPING FIG 1 GAL 36 IRIS DOUGLASIANA DOUGLAS IRIS 5 GAL 48
JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL 41
LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE 1 GAL 28LIMONIUM PEREZII STATICE 5 GAL 61LOMANDRA LONGIFOLIA `BREEZE` DWARF MAT RUSH 1 GAL 22 MUHLENBERGIA RIGENS DEER GRASS 1 GAL 64MYOPORUM PARVIFOLIUM TRAILING MYOPORUM 5 GAL 278 PHORMIUM TENAX `BRONZE BABY` BRONZE BABY NEW ZEALAND FLAX 5 GAL 49 SENECIO MANDRALISCAE `BLUE CHALK STICKS` SENECIO 1 GAL 207SISYRINCHIUM BELLUM BLUE EYED GRASS 5 GAL 113YUCCA FLACCIDA `GOLDEN SWORD` GOLDEN SWORD YUCCA 5 GAL 7

PLANT SCHEDULE

VINES BOTANICAL NAME COMMON NAME CONT QTY
FICUS PUMILA CREEPING FIG 1 GAL 24
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

LOMAS SANTA FE-PLAN
PLANTER A-8. SEE
SHEET LDSC-8
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SHEET LDSC-7
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SHEET LDSC-7
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SHEET LDSC-7
PLANTER A-2. SEE
SHEET LDSC-7
PLANTER A-12. SEE
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PLANTER A-6. SEE
SHEET LDSC-7
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RRM DESIGN GROUP COPYRIGHT 2024.

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SYMBOL LEGEND
- SEE DETAIL F ON PAGE LDSC12
- SEE DETAIL E ON PAGE LDSC12
- SEE DETAILS G/H ON PAGE LDSC12
- SEE DETAIL I ON PAGE LDSC12 - CITY PREFERRED MULCH, INSTALL PER MANUFACTURER'S RECOMMENDATIONS - SEE DETAIL E ON PAGE LDSC12

SYMBOL BOTANICAL NAME COMMON NAME CONT QTY
TREES
(E) PALM TREE TO BE RELOCATED 15 GAL 13
ARBUTUS X `MARINA` ARBUTUS STANDARD 24"BOX 51
BAUHINIA X BLAKEANA HONG KONG ORCHID TREE 15 GAL 32
JACARANDA MIMOSIFOLIA JACARANDA MULTI-TRUNK 15 GAL 65
SHRUBS
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JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL 41
LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE 1 GAL 28LIMONIUM PEREZII STATICE 5 GAL 61LOMANDRA LONGIFOLIA `BREEZE` DWARF MAT RUSH 1 GAL 22 MUHLENBERGIA RIGENS DEER GRASS 1 GAL 64MYOPORUM PARVIFOLIUM TRAILING MYOPORUM 5 GAL 278 PHORMIUM TENAX `BRONZE BABY` BRONZE BABY NEW ZEALAND FLAX 5 GAL 49 SENECIO MANDRALISCAE `BLUE CHALK STICKS` SENECIO 1 GAL 207SISYRINCHIUM BELLUM BLUE EYED GRASS 5 GAL 113YUCCA FLACCIDA `GOLDEN SWORD` GOLDEN SWORD YUCCA 5 GAL 7

PLANT SCHEDULE

VINES BOTANICAL NAME COMMON NAME CONT QTY
FICUS PUMILA CREEPING FIG 1 GAL 24
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

LOMAS SANTA FE-PLAN
PLANTER A-11. SEE
PLANTER A-1. SEE SHEET LDSC-9
SHEET LDSC-7
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SHEET LDSC-8
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SHEET LDSC-7
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SHEET LDSC-7 PLANTER A-7. SEE
SHEET LDSC-8
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ENGINEERING DEPARTMENT DRAWING NO.

LANDSCAPE & PLANTING PLAN
Sheet 34 of 54
X
X
X
X
X
X
X X
X
X
X
X
X
X
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CAMINO DE LAS VILLAS X
B
B
A
A
B
A
C
C B
B
B
A
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A B
C
B
6-9" COBBLE E G/H CONCRETE PAVERS

I DECOMPOSED GRANITE

PAVING - PERMEABLE

LANDSCAPE BBOULDERINSTALLATION

DECOMPOSED GRANITE IPAVING - PERMEABLE
CONCRETE PAVERS G/H E 6-9" COBBLE 6-9" COBBLE E

DECOMPOSED GRANITE IPAVING - PERMEABLE

DECOMPOSED GRANITE IPAVING - PERMEABLE

B LANDSCAPE BOULDER
INSTALLATION, TYP.

A TYPICAL CMU WALL

ELEVATION

I DECOMPOSED GRANITE

PAVING - PERMEABLE
X
X
X

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

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

VIA MIL CUMBRES
A
B
C
A
C
B
A B
C A
B A
C
B
A C
B
A

B C C B B
A
C B
A
C
B A
B
B
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A
2-3" PEBBLE E

LANDSCAPE BOULDER
INSTALLATION, TYP.

B 2-3" PEBBLE E
CONCRETE PAVERS G/H E 6-9" COBBLE

DECOMPOSED GRANITE

PAVING - PERMEABLE
I LANDSCAPE BOULDER INSTALLATION, TYP. B

B LANDSCAPE BOULDER
INSTALLATION, TYP.
2-3" PEBBLE E

SEEDED DECOMPOSED J

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PAVING - PERMEABLE

I DECOMPOSED GRANITE

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I
X
X
LDSC-1
LDSC-2
LDSC-3 LDSC-4 LDSC-5 LDSC-6
A: 30-24", B:24"-18" C: 18"-12"GAMBLERS GOLD BOULDERS FROM

SOUTHWEST BOULDERS AND STONE
C A
B
6"-9" 'MEXICAN BEACH PEBBLE/

COBBLE, MIXED FROM

SOUTHWEST BOULDER & STONE

ACKERSTONE SERPENTINE PAVERS,

TERRACOTTA, HERRINGBONE PATTERN
CALIFORNIA GOLD DECOMPOSED GRANITEWOOD MULCH3"-5" 'MEXICAN BEACH

PEBBLE/COBBLE - MIXED FROM

SOUTHWEST BOULDER & STONE

PLANTER AREA - REFER TO SHEET LISTED FOR DETAILS

SYMBOL LEGEND
- SEE DETAIL F ON PAGE LDSC12
- SEE DETAIL E ON PAGE LDSC12
- SEE DETAILS G/H ON PAGE LDSC12
- SEE DETAIL I ON PAGE LDSC12 - CITY PREFERRED MULCH, INSTALL PER MANUFACTURER'S RECOMMENDATIONS - SEE DETAIL E ON PAGE LDSC12

SYMBOL BOTANICAL NAME COMMON NAME CONT QTY
TREES
(E) PALM TREE TO BE RELOCATED 15 GAL 13
ARBUTUS X `MARINA` ARBUTUS STANDARD 24"BOX 51
BAUHINIA X BLAKEANA HONG KONG ORCHID TREE 15 GAL 32
JACARANDA MIMOSIFOLIA JACARANDA MULTI-TRUNK 15 GAL 65
SHRUBS
ACHILLEA X `MOONSHINE` MOONSHINE YARROW 5 GAL 56AEONIUM ARBOREUM TREE AEONIUM 5 GAL 6AEONIUM ARBOREUM `ATROPURPUREUM` TREE AEONIUM 5 GAL 3AGAVE AMERICANA CENTURY PLANT 5 GAL 6AGAVE VILMORINIANA OCTOPUS AGAVE 5 GAL 1AGAVE X `BLUE GLOW` BLUE GLOW AGAVE 5 GAL 22ALOE STRIATA CORAL ALOE 5 GAL 7ANIGOZANTHOS X `BIG RED` BIG RED KANGAROO PAW 5 GAL 33 BULBINELLA FLORIBUNDA BULBINELLA 5 GAL 175
CAREX TUMULICOLA FOOTHILL SEDGE 5 GAL 62CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL 24CYCAS REVOLUTA SAGO PALM 5 GAL 1 FESTUCA RUBRA `MOLATE` MOLATE RED FESCUE 5 GAL 126FICUS PUMILA CREEPING FIG 1 GAL 36 IRIS DOUGLASIANA DOUGLAS IRIS 5 GAL 48
JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL 41
LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE 1 GAL 28LIMONIUM PEREZII STATICE 5 GAL 61LOMANDRA LONGIFOLIA `BREEZE` DWARF MAT RUSH 1 GAL 22 MUHLENBERGIA RIGENS DEER GRASS 1 GAL 64MYOPORUM PARVIFOLIUM TRAILING MYOPORUM 5 GAL 278 PHORMIUM TENAX `BRONZE BABY` BRONZE BABY NEW ZEALAND FLAX 5 GAL 49 SENECIO MANDRALISCAE `BLUE CHALK STICKS` SENECIO 1 GAL 207SISYRINCHIUM BELLUM BLUE EYED GRASS 5 GAL 113YUCCA FLACCIDA `GOLDEN SWORD` GOLDEN SWORD YUCCA 5 GAL 7

PLANT SCHEDULE

VINES BOTANICAL NAME COMMON NAME CONT QTY
FICUS PUMILA CREEPING FIG 1 GAL 24
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

LOMAS SANTA FE-PLAN
PLANTER A-5. SEE
SHEET LDSC-7
PLANTER A-6. SEE
SHEET LDSC-7
PLANTER A-5. SEE
SHEET LDSC-7
PLANTER A-3. SEE
SHEET LDSC-7
PLANTER A-12. SEE
SHEET LDSC-9
PLANTER A-11. SEE
SHEET LDSC-9
PLANTER A-4. SEE
SHEET LDSC-7
PLANTER A-12. SEE
SHEET LDSC-9
PLANTER A-3. SEE
SHEET LDSC-7
PLANTER A-3. SEE
SHEET LDSC-7
PLANTER B-2. SEE
SHEET LDSC-10

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RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION
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IMPROVEMENT PLANS FOR:

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By_· _________ Date: ____ _
LDSC-5 R.C.E.: ________ Exp: ___ _
ENGINEERING DEPARTMENT DRAWING NO.

LANDSCAPE & PLANTING PLAN
Sheet 35 of 54

RW RW RW

RW RW RW RW

RW RW RW

RW RW RW RW
RW

RW RW RW

RW RW RW RW

RW RW RW

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X X X X X X X X X X X X X X X X X X X
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X X X X X X X
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LOMAS SANTA FE

HIGHLAND DR
A
B
A
A
A
B
A
A
C
B
A
C B
A
C
B A
C
B
B
B
A
C
B B
A
C
B
A
C
B

SEEDED DECOMPOSED

GRANITE PAVING
J

A REST AREAS WITH

DECORATIVE PAVING

TREATMENTS

C BOULDER SEATING

K FLAGSTONE PAVING
2-3" PEBBLE E

LANDSCAPE BOULDER
INSTALLATION, TYP.

B
E 6-9" COBBLE

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2-3" PEBBLE E

DECOMPOSED GRANITE IPAVING - PERMEABLE

TREES, SHRUBS, AND BOULDERS PLANTED

NEAR AN EXISTING METER OR SERVICEPIPELINE SHALL NOT BE PLANTED CLOSER THAN FIVE (5) FOOT PER SFID ADMIN CODE.

CONTRACTOR TO FIELD ADJUST AS NECESSARY.

DECOMPOSED GRANITE

PAVING - PERMEABLE
I
X
X
LDSC-1
LDSC-2
LDSC-3 LDSC-4 LDSC-5 LDSC-6
A: 30-24", B:24"-18" C: 18"-12"GAMBLERS GOLD BOULDERS FROM

SOUTHWEST BOULDERS AND STONE
C A
B
6"-9" 'MEXICAN BEACH PEBBLE/

COBBLE, MIXED FROM

SOUTHWEST BOULDER & STONE

ACKERSTONE SERPENTINE PAVERS,

TERRACOTTA, HERRINGBONE PATTERN
CALIFORNIA GOLD DECOMPOSED GRANITEWOOD MULCH3"-5" 'MEXICAN BEACH

PEBBLE/COBBLE - MIXED FROM

SOUTHWEST BOULDER & STONE

PLANTER AREA - REFER TO SHEET LISTED FOR DETAILS

SYMBOL LEGEND
- SEE DETAIL F ON PAGE LDSC12
- SEE DETAIL E ON PAGE LDSC12
- SEE DETAILS G/H ON PAGE LDSC12
- SEE DETAIL I ON PAGE LDSC12 - CITY PREFERRED MULCH, INSTALL PER MANUFACTURER'S RECOMMENDATIONS - SEE DETAIL E ON PAGE LDSC12

SYMBOL BOTANICAL NAME COMMON NAME CONT QTY
TREES
(E) PALM TREE TO BE RELOCATED 15 GAL 13
ARBUTUS X `MARINA` ARBUTUS STANDARD 24"BOX 51
BAUHINIA X BLAKEANA HONG KONG ORCHID TREE 15 GAL 32
JACARANDA MIMOSIFOLIA JACARANDA MULTI-TRUNK 15 GAL 65
SHRUBS
ACHILLEA X `MOONSHINE` MOONSHINE YARROW 5 GAL 56AEONIUM ARBOREUM TREE AEONIUM 5 GAL 6AEONIUM ARBOREUM `ATROPURPUREUM` TREE AEONIUM 5 GAL 3AGAVE AMERICANA CENTURY PLANT 5 GAL 6AGAVE VILMORINIANA OCTOPUS AGAVE 5 GAL 1AGAVE X `BLUE GLOW` BLUE GLOW AGAVE 5 GAL 22ALOE STRIATA CORAL ALOE 5 GAL 7ANIGOZANTHOS X `BIG RED` BIG RED KANGAROO PAW 5 GAL 33 BULBINELLA FLORIBUNDA BULBINELLA 5 GAL 175
CAREX TUMULICOLA FOOTHILL SEDGE 5 GAL 62CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL 24CYCAS REVOLUTA SAGO PALM 5 GAL 1 FESTUCA RUBRA `MOLATE` MOLATE RED FESCUE 5 GAL 126FICUS PUMILA CREEPING FIG 1 GAL 36 IRIS DOUGLASIANA DOUGLAS IRIS 5 GAL 48
JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL 41
LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE 1 GAL 28LIMONIUM PEREZII STATICE 5 GAL 61LOMANDRA LONGIFOLIA `BREEZE` DWARF MAT RUSH 1 GAL 22 MUHLENBERGIA RIGENS DEER GRASS 1 GAL 64MYOPORUM PARVIFOLIUM TRAILING MYOPORUM 5 GAL 278 PHORMIUM TENAX `BRONZE BABY` BRONZE BABY NEW ZEALAND FLAX 5 GAL 49 SENECIO MANDRALISCAE `BLUE CHALK STICKS` SENECIO 1 GAL 207SISYRINCHIUM BELLUM BLUE EYED GRASS 5 GAL 113YUCCA FLACCIDA `GOLDEN SWORD` GOLDEN SWORD YUCCA 5 GAL 7

PLANT SCHEDULE

VINES BOTANICAL NAME COMMON NAME CONT QTY
FICUS PUMILA CREEPING FIG 1 GAL 24
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

LOMAS SANTA FE-PLAN
PLANTER B-5. SEE
SHEET LDSC-11
PLANTER B-1. SEE
SHEET LDSC-10
PLANTER B-1. SEE
SHEET LDSC-10
PLANTER B-3. SEE
SHEET LDSC-10
EXISTING BOULDER TO REMAIN.

EXISTING BOULDERS TO BE LOCATION APPROX.

RELOCATED WITHIN PLANTER

APPROXIMATE EXISTING

BOULDERS AND ROCK
MULCH TO REMAIN.

KEY PLAN- NTS
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RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION
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JWID\ SFIE Pl.A 8l504 12/20/2024
DATE
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R.C.E.: Exp:

Dan Goldberg, PE,
R.C.E.: 57292
Acting
Exp:

City Engineer
12/31/25 ELEV.:

BENCH MARK
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DATUM: M.S.L.

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By,· _________ Date: ____ _
LDSC-6 R.C.E.: ________ Exp: ___ _

ENGINEERING DEPARTMENT

LANDSCAPE & PLANTING PLAN
DRAWING NO.

Sheet 36 of 54
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

PARKWAY PLANTER
1/2" = 1'-0"
12'-0"
PLANTER A2
12'-0"
PLANTER A1
16'-0"
PLANTER A3
16'-0"
PLANTER A4
24'-0"
PLANTER A6

SHRUBS BOTANICAL NAME COMMON NAME
AEONIUM ARBOREUM 'ATROPURPUREUM' TREE AEONIUMALOE STRIATA CORAL ALOEANIGOZANTHOS X `BIG RED` BIG RED KANGAROO PAW LOMANDRA LONGIFOLIA `BREEZE` DWARF MAT RUSH

MUHLENBERGIA DUBIA PINE MUHLYMYOPORUM PARVIFOLIUM TRAILING MYOPORUM PHORMIUM TENAX `BRONZE BABY` BRONZE BABY NEW ZEALAND FLAX SENECIO MANDRALISCAE `BLUE CHALK STICKS` SENECIO

PLANT SCHEDULE

SYMBOL LEGEND
A
B C
A
A A
A A A
B
B B
B
B B
B B
B
B
C
C C C
C

EDGE OF CONCRETE PATH

EDGE OF CONCRETE PATH EDGE OF CONCRETE PATH

EDGE OF CONCRETE PATH EDGE OF CONCRETE PATH
C
A
24'-0"
PLANTER A5
A
B B
B B B
C

EDGE OF CONCRETE PATH
A
B
NOTES:

1. ADJUST OR REMOVE PLANT, WHERE TREE MAY OCCUR. SEE
PLANS FOR TREE LOCATIONS.

2. PROVIDE A PHOTOGRAPH OF EACH COMPLETED PLANTER

TYPE, TO RECEIVE APPROVAL FROM LANDSCAPE ARCHITECT

BEFORE PROCEEDING WITH FURTHER PLANTER
CONSTRUCTION. PLANTER TYPES INCLUDE: PARKWAY,
WATER QUALITY, MEDIAN AND BULBOUT.

DECOMPOSED GRANITE
6" CURB

DECOMPOSED GRANITE
6" CURB

DECOMPOSED GRANITE
6" CURB

DECOMPOSED GRANITE
6" CURB

DECOMPOSED GRANITE
6" CURB

DECOMPOSED GRANITE
6" CURB
A: 30-24", B:24"-18" C: 18"-12" GAMBLERS GOLD

BOULDERS FROM SOUTHWEST BOULDERS AND STONE DECOMPOSED GRANITE CALIFORNIA GOLD

WOOD MULCH
3"-5" MEXICAN BEACH PEBBLE/COBBLE - MIXED FROM
SOUTHWEST BOULDER & STONETREX EDGING - INCREMENTS OF 12'-0" AND 16'-0" A
RRM-0401-0416.03-14
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THE INQ.lJDED DRAWINGS, SPECIF CATIONS, IDEAS, DESIGNS AND ARRANGEMENTS RCFRCSCNTCD n ICRCDY ARr AND SI IM.L RCMAIN n IC PROPCRTY or RRM DCSIGN GROUP A~D NO PART THEREOF SHALL BE=PIE:J. DISC_OSED TO OlHERS OR USED IN CONNECTION WITH ANY WORK OR PlsO.JECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN "REP,o,RED AND DEVELOPED WrTHCUTTHE WRITTEN CONSE~T OF RRM DE51GN GROUP. VISUAL CONTACT WITH T7E5E DRAWINGS OR SPECIFCATCNS SW.Ll.CDNSm JIE CONCLUSIVE EVIDENCE OF ACCEPTANCE 0FTH6E RESTRICTIONS. SUBMITTAL OFTHE5E DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGl'l GROUP'S RIGHTS.

RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION
.
.
.
.
.
.

D . . . " . .
•

LANDSCAPE ARCHITECT OF WORK
JWID\ SFIE Pl.A 8l504 12/20/2024
DATE
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CITY APPROVED CHANGES APP'D DATE
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RECOMMENDED FOR APPROVAL
By: ___________ Date: ___ _
R.C.E.: Exp:
• •
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By: ___________ Date:. ___ _
Dan Goldberg, PE,
R.C.E.: 57292
Acting
Exp:

City Engineer
12/31/25
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BENCH MARK
DESCRIPTION:

LOCATION:

ELEV.: DATUM: M.S.L.
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CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:
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AS-BUILT
By,· _________ Date: ____ _
LDSC- 7 R.C.E.: ________ Exp: ___ _

ENGINEERING DEPARTMENT

LANDSCAPE & PLANTING DETAILS
DRAWING NO.

Sheet 37 of 54
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

PARKWAY PLANTER
1/2" = 1'-0"

SYMBOL LEGEND
A
B C

SHRUBS BOTANICAL NAME COMMON NAME

AEONIUM ARBOREUM 'ATROPURPUREUM' TREE AEONIUMALOE STRIATA CORAL ALOE LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYELOMANDRA LONGIFOLIA `BREEZE` DWARF MAT RUSH

MUHLENBERGIA DUBIA PINE MUHLYMYOPORUM PARVIFOLIUM TRAILING MYOPORUM PHORMIUM TENAX `BRONZE BABY` BRONZE BABY NEW ZEALAND FLAX SENECIO MANDRALISCAE `BLUE CHALK STICKS` SENECIO

PLANT SCHEDULE
A
A
A
A
A
B
B B
B
B
C
C C
C
C
C
32'-0"
PLANTER A8
48'-0"
PLANTER A9

EDGE OF CONCRETE PATH

EDGE OF CONCRETE PATH
32'-0"
PLANTER A7

EDGE OF CONCRETE PATH
A B
NOTES:

1. ADJUST OR REMOVE PLANT, WHERE TREE MAY OCCUR. SEE
PLANS FOR TREE LOCATIONS.

2. PROVIDE A PHOTOGRAPH OF EACH COMPLETED PLANTER

TYPE, TO RECEIVE APPROVAL FROM LANDSCAPE ARCHITECT

BEFORE PROCEEDING WITH FURTHER PLANTER
CONSTRUCTION. PLANTER TYPES INCLUDE: PARKWAY,WATER QUALITY, MEDIAN AND BULBOUT.

DECOMPOSED GRANITE
6" CURB

DECOMPOSED GRANITE
6" CURB

DECOMPOSED GRANITE
6" CURB
A: 30-24", B:24"-18" C: 18"-12" GAMBLERS GOLD

BOULDERS FROM SOUTHWEST BOULDERS AND STONE DECOMPOSED GRANITE CALIFORNIA GOLD WOOD MULCH3"-5" MEXICAN BEACH PEBBLE/COBBLE - MIXED FROM SOUTHWEST BOULDER & STONETREX EDGING - INCREMENTS OF 12'-0" AND 16'-0" A
RRM-0401-0416.03-13
rrm
design
group
THE INQ.lJDED DRAWINGS, SPECIF CATIONS, IDEAS, DESIGNS AND ARRANGEMENTS RCFRCSCNTCD n ICRCDY ARr AND SI IM.L RCMAIN n IC PROPCRTY or RRM DCSIGN GROUP A~D NO PART THEREOF SHALL BE=PIE:J. DISC.OSED TO OlHERS OR USED IN CONNECTION WITH ANY WORK OR PlsO.JECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN "REP,o,RED AND DEVELOPED WrTHCUTTHE WRITTEN CONSE~T OF RRM DE51GN GROUP. VISUAL CONTACT WITH T7E5E DRAWINGS OR SPECIFCATCNS SW.Ll.CDNSm JIE CONCLUSIVE EVIDENCE OF ACCEPTANCE 0FTH6E RESTRICTIONS. SUBMITTAL OFTHE5E DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGl'l GROUP'S RIGHTS.

RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION
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JWID\ SFIE Pl.A 8l504 12/20/2024
DATE
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CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL By: ___________ Date: ___ _
R.C.E.: Exp:
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APPROVED FOR CONSTRUCTION
By: ___________ Date:. ___ _
Dan Goldberg, PE,
R.C.E.: 57292
Acting
Exp:

City Engineer
12/31/25
DESCRIPTION:

LOCATION:

ELEV.:
' ,, '' '' '\}J/
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BENCH MARK
DATUM: M.S.L.
. .,
• •

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:
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·, ·,
'.

AS-BUILT
By,· _________ Date: ____ _
LDSC-8 R.C.E.: ________ Exp: ___ _

ENGINEERING DEPARTMENT

LANCSCAPE & PLANTING DETAILS
DRAWING NO.

Sheet 38 of 54
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

PARKWAY PLANTER
1/2" = 1'-0"
B

SYMBOL LEGEND
A
B C
A: 30-24", B:24"-18" C: 18"-12" GAMBLERS GOLD

BOULDERS FROM SOUTHWEST BOULDERS AND STONE DECOMPOSED GRANITE CALIFORNIA GOLD WOOD MULCH3"-5" MEXICAN BEACH PEBBLE/COBBLE - MIXED FROM SOUTHWEST BOULDER & STONETREX EDGING - INCREMENTS OF 12'-0" AND 16'-0"

SHRUBS BOTANICAL NAME COMMON NAME
ALOE STRIATA CORAL ALOEANIGOZANTHOS X `BIG RED` BIG RED KANGAROO PAW LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE

MUHLENBERGIA DUBIA PINE MUHLYMYOPORUM PARVIFOLIUM TRAILING MYOPORUM PHORMIUM TENAX `BRONZE BABY` BRONZE BABY NEW ZEALAND FLAX

SENECIO MANDRALISCAE ' BLUE CHALK STICKS' SENECIO

PLANT SCHEDULE
A
A
B
60'-0"
PLANTER A11
48'-0"
PLANTER A10

EDGE OF CONCRETE PATH

EDGE OF CONCRETE PATH
B
A B
C
C
B
A A
B C C
60'-0"
PLANTER A12
A
B

EDGE OF CONCRETE PATH
NOTES:

1. ADJUST OR REMOVE PLANT, WHERE TREE MAY OCCUR. SEE
PLANS FOR TREE LOCATIONS.

2. PROVIDE A PHOTOGRAPH OF EACH COMPLETED PLANTER

TYPE, TO RECEIVE APPROVAL FROM LANDSCAPE ARCHITECT

BEFORE PROCEEDING WITH FURTHER PLANTER
CONSTRUCTION. PLANTER TYPES INCLUDE: PARKWAY,
WATER QUALITY, MEDIAN AND BULBOUT.

DECOMPOSED GRANITE
6" CURB

DECOMPOSED GRANITE
6" CURB

DECOMPOSED GRANITE
6" CURB
A
RRM-0401-0416.03-15
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THE INQ.lJDED DRAWINGS, SPECIF CATIONS, IDEAS, DESIGNS AND ARRANGEMENTS RCFRCSCNTCD n ICRCDY ARr AND SI IM.L RCMAIN n IC PROPCRTY or RRM DCSIGN GROUP A~D NO PART THEREOF SHALL BE=PIE:J. DISC_OSED TO OlHERS OR USED IN CONNECTION WITH ANY WORK OR PlsO.JECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN "REP,o,RED AND DEVELOPED WrTHCUTTHE WRITTEN CONSE~T OF RRM DE51GN GROUP. VISUAL CONTACT WITH T7E5E DRAWINGS OR SPECIFCATCNS SW.Ll.CDNSm JIE CONCLUSIVE EVIDENCE OF ACCEPTANCE 0FTH6E RESTRICTIONS. SUBMITTAL OFTHE5E DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGl'l GROUP'S RIGHTS.

RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION

LANDSCAPE ARCHITECT OF WORK
JWID\ SFIE Pl.A 8l504 12/20/2024
DATE

CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR By: ___________ Date: ___ _ By:

Dan Goldberg, PE,
R.C.E.: Exp: R.C.E.: 57292

CONSTRUCTION BENCH MARK
DESCRIPTION:

Date: LOCATION:

Acting City Engineer
Exp: 12/31/25 ELEV.: DATUM: M.S.L.

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:

AS-BUILT
By,· _________ Date: ____ _
LDSC-9 R.C.E.: ________ Exp: ___ _

ENGINEERING DEPARTMENT

LANDSCAPE & PLANTING DETAILS
DRAWING NO.

Sheet 39 of 54
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

WATER QUALITY PLANTER
1/2" = 1'-0"
24'-0"
PLANTER B2
32'-0"
PLANTER B3
16'-0"
PLANTER B1

EDGE OF CONCRETE PATH

EDGE OF CONCRETE PATH

EDGE OF CONCRETE PATH

SYMBOL LEGEND
A
B C
A: 30-24", B:24"-18" C: 18"-12" GAMBLERS GOLD

BOULDERS FROM SOUTHWEST BOULDERS AND STONEDECOMPOSED GRANITE, CALIFORNIA GOLD 1"-2" MEXICAN BEACH PEBBLE/COBBLE - MIXED FROM
SOUTHWEST BOULDER & STONETREX EDGING - INCREMENTS OF 12'-0" AND 16'-0"

PLANT SCHEDULE

SHRUBS BOTANICAL NAME COMMON NAME
ACHILLEA X `MOONSHINE` MOONSHINE YARROW

CAREX TUMULICOLA FOOTHILL SEDGECHONDROPETALUM TECTORUM CAPE RUSH FESTUCA RUBRA `MOLATE` MOLATE RED FESCUEIRIS DOUGLASIANA DOUGLAS IRIS

JUNCUS PATENS CALIFORNIA GRAY RUSH
LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYEPHORMIUM TENAX `BRONZE BABY` BRONZE BABY NEW ZEALAND FLAX

SISYRINCHIUM BELLUM BLUE EYED GRASS
A
B
B
B B
B
B
C C
C
C
C
NOTES:

1. ADJUST OR REMOVE PLANT, WHERE TREE MAY OCCUR. SEE
PLANS FOR TREE LOCATIONS.

2. PROVIDE A PHOTOGRAPH OF EACH COMPLETED PLANTER

TYPE, TO RECEIVE APPROVAL FROM LANDSCAPE ARCHITECT

BEFORE PROCEEDING WITH FURTHER PLANTER
CONSTRUCTION. PLANTER TYPES INCLUDE: PARKWAY,
WATER QUALITY, MEDIAN AND BULBOUT.

C

DECOMPOSED GRANITE
6" CURB

DECOMPOSED GRANITE
6" CURB

DECOMPOSED GRANITE
6" CURB
A
RRM-0401-0416.03-12
rrm
design
group
THE INQ.lJDED DRAWINGS, SPECIF CATIONS, IDEAS, DESIGNS AND ARRANGEMENTS RCFRCSCNTCD n ICRCDY ARr AND SI IM.L RCMAIN n IC PROPCRTY or RRM DCSIGN GROUP A~D NO PART THEREOF SHALL BE=PIE:J. DISC.OSED TO OlHERS OR USED IN CONNECTION WITH ANY WORK OR PlsO.JECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN "REP,o,RED AND DEVELOPED WrTHCUTTHE WRITTEN CONSE~T OF RRM DE51GN GROUP. VISUAL CONTACT WITH T7E5E DRAWINGS OR SPECIFCATCNS SW.Ll.CDNSm JIE CONCLUSIVE EVIDENCE OF ACCEPTANCE 0FTH6E RESTRICTIONS. SUBMITTAL OFTHE5E DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGl'l GROUP'S RIGHTS.

RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION
0 0 0 0
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LANDSCAPE ARCHITECT OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL JWID\ SFIE Pl.A 8l504 12/20/2024 1--------------t------t------i DATE By: ___________ Date: ___ _
R.C.E.: Exp:
•
•

APPROVED FOR
By:

Dan Goldberg, PE,
R.C.E.: 57292
0 I
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11 CONSTRUCTION BENCH MARK
DESCRIPTION:

Date: LOCATION,
Acting City Engineer
Exp: 12/31/25 ELEV.: DATUM: M.S.L.

I
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-·
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•
11 . , . .
'·. ,'

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:
•

AS-BUILT
By~· _________ Date: ___ _
LDSC-1O R.C.E.: ________ Exp: ___ _

ENGINEERING DEPARTMENT

LANDSCAPE & PLANTING DETAILS
DRAWING NO.

Sheet 40 of 54
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

WATER QUALITY PLANTER
1/2" = 1'-0"
48'-0"
PLANTER B5

EDGE OF CONCRETE PATH

SYMBOL LEGEND
A
B C
A: 30-24", B:24"-18" C: 18"-12" GAMBLERS GOLD

BOULDERS FROM SOUTHWEST BOULDERS AND STONE DECOMPOSED GRANITE CALIFORNIA GOLD 1"-2" MEXICAN BEACH PEBBLE/COBBLE - MIXED

FROM SOUTHWEST BOULDER & STONE
TREX EDGING - INCREMENTS OF 12'-0" AND 16-0"

PLANT SCHEDULE

SHRUBS BOTANICAL NAME COMMON NAME
ACHILLEA X `MOONSHINE` MOONSHINE YARROW

CAREX TUMULICOLA FOOTHILL SEDGECHONDROPETALUM TECTORUM CAPE RUSH FESTUCA RUBRA `MOLATE` MOLATE RED FESCUEIRIS DOUGLASIANA DOUGLAS IRIS

JUNCUS PATENS CALIFORNIA GRAY RUSH
LEYMUS CONDENSATUS `CANYON PRINCE` NATIVE BLUE RYE

SISYRINCHIUM BELLUM BLUE EYED GRASS
48'-0"
PLANTER B4

EDGE OF CONCRETE PATH
A B B
C C
C
C
A
B
C C
B
B
B
B A
C
NOTES:

1. ADJUST OR REMOVE PLANT, WHERE TREE MAY OCCUR. SEE
PLANS FOR TREE LOCATIONS.

2. PROVIDE A PHOTOGRAPH OF EACH COMPLETED PLANTER

TYPE, TO RECEIVE APPROVAL FROM LANDSCAPE ARCHITECT

BEFORE PROCEEDING WITH FURTHER PLANTER
CONSTRUCTION. PLANTER TYPES INCLUDE: PARKWAY,WATER QUALITY, MEDIAN AND BULBOUT.

DECOMPOSED GRANITEDECOMPOSED GRANITE
6" CURB6" CURB
A
RRM-0401-0416.03-23
rrm
design
group
THE INQ.lJDED DRAWINGS, SPECIF CATIONS, IDEAS, DESIGNS AND ARRANGEMENTS RCFRCSCNTCD n ICRCDY ARr AND SI IM.L RCMAIN n IC PROPCRTY or RRM DCSIGN GROUP A~D NO PART THEREOF SHALL BE=PIE:J. DISC.OSED TO OlHERS OR USED IN CONNECTION WITH ANY WORK OR PlsO.JECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN "REP,o,RED AND DEVELOPED WrTHCUTTHE WRITTEN CONSE~T OF RRM DE51GN GROUP. VISUAL CONTACT WITH T7E5E DRAWINGS OR SPECIFCATCNS SW.Ll.CDNSm JIE CONCLUSIVE EVIDENCE OF ACCEPTANCE 0FTH6E RESTRICTIONS. SUBMITTAL OFTHE5E DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGl'l GROUP'S RIGHTS.

RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION
0 I "'
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LANDSCAPE ARCHITECT OF WORK
. . .
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CITY APPROVED CHANGES
''
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APP'D DATE RECOMMENDED FOR APPROVAL
1---------------t------i------i By: __________ Date: ___ _ _ _l!Mll~V~D\~~SFE!;!!!~ __ JPI.A~L!IIIKM~ 12/20/2024 1---------------t-----t------i DATE R.C.E.: Exp:

I
.
.
.
.
•
.. , .
' . '

APPROVED FOR CONSTRUCTION
By: __________ Date:. ___ _
Dan Goldberg, PE, Acting City Engineer
R.C.E.: 57292 Exp: 12/31/25
.. ·.•
'/ 11 I
•

BENCH MARK
DESCRIPTION:

LOCATION,
ELEV.: DATUM: M.S.L.

I I
. -,
. . '
: I
------ •
. .· .. ·

CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:
. . '
' . '
/_
I
".

AS-BUILT
By_· ________ Date: ___ _
LDSC-11 R.C.E.: _______ Exp: ___ _

ENGINEERING DEPARTMENT

LANDSCAPE & PLANTING DETAILS
DRAWING NO.

Sheet 41 of 54
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283
EQUAL
1/2 O.C. SPACING FROM

EDGE OF PAVING, BACK OF

CURB, OR BUILDING FACE
NOTE: GROUNDCOVER SHALL
BE TRIANGULARLY SPACEDPER THE ON-CENTER (O.C.)SPACING INDICATED ON THEPLANTING PLAN AND/ORPLANTING LEGEND, UNLESSOTHERWISE NOTED.

EDGE OF PLANTING AREA
PLANT PER PLANTINGPLAN, TYP.

GROUNDCOVER SPACING A
1 1/2" = 1'-0" RRM-0401-0416.03-19

SHRUB PLANTING
1 1/2" = 1'-0"
2 TIMES ROOTBALL DIAMETER

ORGANIC MULCH AS

APPROVED BY OWNER

BACKFILL MIX

FERTILIZER TABLET

UNCOMPACTED NATIVE SOIL

TOP OF ROOTBALL AT OR SLIGHTLYABOVE FINISH GRADE
RRM-0401-0416.03-18
B
2" DIA. TREATED LODGEPOLETREE STAKES, TWO PER TREE
RUBBER TREE TIE. TWO (2) PER TREE.

ATTACHED TO ALLOW TREE TO MOVE,

BUT STILL BE HELD FIRMLY IN PLACE
TREE TRUNK.

RUBBER TREE TIE.
(2) PER TREE

LODGE POLE TREE STAKE,
(2) PER TREE.

TREE PLANTING ON SLOPE
1/2" = 1'-0"
ROOTBALL 1/2" ABOVEFINISH GRADE

PLANT PIT SHALL BE TWICE

THE WIDTH OF THE TREE
ROOTBALL, ASINDICATED. SETROOTBALL ON NATURAL

GRADE AT BOTTOM OF

PIT, PLUMB TO GRADE ATBOTTOM OF PIT,
AMENDED SOIL.

PROVIDE AN 9" HIGH x
36" DIA. CIRCULAR BERMAROUND TREE. (NO
BERM REQUIRED IFPLANTED IN LAWN AREA.)
ROOT CONTROL BARRIER.INSTALL PER MANUFACTURER'SINSTRUCTIONS, 36" MIN. DEPTH NOTES:

A. INSTALL ROOT BARRIER WHEN TRUNK IS
WITHIN 5' OF HARDSCAPE ELEMENT.C
RRM-0401-0416.03-20
6"-9" COBBLE OR 2"-3" &
1"-2" PEBBLE (PER

PLANS, NON-GROUTED)

NATIVE SUB-GRADE
2"-3" CRUSHED AGGREGATE
BASE
2-3" PEBBLE & 6-9" COBBLE
1" = 1'-0"
F.S.

ADJACENT

PAVING, CURB,

OR PLANTERWALL
8" DEEP FOR 6-9" COBBLE
4" DEEP FOR
2"-3"COBBLE/PEBBLE
& 4" FOR 1"-2"
NOTE:

COBBLE AND PEBBLE TO BE MEXICAN

PEBBLE/COBBLE - MIXED FROM SOUTHWESTBOULDER & STONE
E
RRM-0401-0416.03-16

TREE PLANTING WITH WOOD STAKES
1/2" = 1'-0"
2x ROOTBALL WIDTH

TREE TIES, ATTACHED TO

ALLOW TREE TO MOVE,

BUT STILL BE HELD FIRMLYIN PLACE

TREE STAKES, TWO

PER TREE

UNDISTURBED NATIVE SOIL

TREE TRUNK
F.G.

DIRECTION OF

PREVAILING WIND
NOTES:

A. INSTALL ROOT BARRIER
WHEN TRUNK IS WITHIN 5'
OF HARDSCAPE ELEMENT.

TOP VIEW

FERTILIZER PACK

BACKFILL MIX

ROOTBALL

ORGANIC MULCH AS

APPROVED BY OWNER
TREE

BUBBLER
ROOT CONTROL BARRIER.

INSTALL PER

MANUFACTURER'S
INSTRUCTIONS, 36" MIN.

DEPTH
D
RRM-0401-0416.03-21
BOULDER SIZING:PROVIDE QUANTITIES OF BOULDERS PER
QUANTITIES SHOWN ON PLANS.

APPROXIMATE SIZE OF BOULDERS:

SIZE A: 24"-30"ØSIZE B: 18"-24"Ø SIZE C: 12"-18"Ø
SIZE A

SIZE A OR B

TYPICAL GROUPING

LANDSCAPE BOULDER INSTALLATION
3/4" = 1'-0"
NOTES:

A. PROVIDE TYPICAL PHOTOGRAPHS OF BOULDERS FOR

APPROVAL FROM AUTHORIZED REPRESENTATIVE

PRIOR TO PURCHASING
B. SEE CONSTRUCTION PLANS FOR SURROUNDING
PAVING TYPE.

SET FACE UP WITH LEAST AMOUNTOF FISSURES, OR FAULTS.

DECORATIVE BOULDER.

SEE PLANS FOR LOCATION.

ADJACENT

LANDSCAPE ORPER PLANS

SUBGRADE
SET 14 DEPTH OF

BOULDER BENEATH

FINISH GRADE
4" OF AGGREGATE

BASE BENEATHBOULDER

FLAGSTONE KPAVING
2" MAX. MORTAR JOINTS WITH
75% SEEDED TURQUOISE GLASS

AND STONE AGGREGATES
RRM-0401-0416.03-22
F

CONCRETE PAVERS PLAN G NTS DETAIL-FILECONCRETE PAVERS SECTION H

NTS DETAIL-FILE

DECOMPOSED GRANITE PAVING - PERMEABLE
1 1/2" = 1'-0"

ADJACENT PAVING,
REFER TO PLANSFOR TYPE.

FLUSH
DECOMPOSED GRANITE .

REFER TO SPECIFICATIONS
RIP AND COMPACT TOP 6-INCHES OF
SUB-GRADE TO 90% RELATIVE
COMPACTION AT LEAST 3% OVER

OPTIMUM MOISTURE CONTENT

SOIL SEPARATOR FABRIC
RRM-0401-0416.03-63
I

SEEDED DECOMPOSED GRANITE PAVING
3/16" = 1'-0"

THIS GUIDELINE IS NOT A
CONTROL JOINT. IT SERVES AS

A GUIDELINE FOR THE SEEDED
D.G. MATERIAL TO FOLLOW.
50% COVERAGE SEEDED

DECOMPOSED GRANITE

AND BEIGE PEA GRAVEL ON

NATURAL GRAY CONCRETE

ADJACENT PLANTER AREA

PER LANDSCAPE PLANS

CONCRETE PAVING
PLANS. SEE CIVIL DETAILS.

J
RRM-0401-0416.03-92

FLAGSTONE PAVING
1" = 1'-0"
FS
5/8" MIN. MORTAR BED
2" THICK

FLAGSTONE
PAVING
SUBGRADE @
95% RELATIVE

COMPACTION
AGGREGATE BASE @ 95%

RELATIVE COMPACTION

CONCRETE SUB-SLAB
1" MAX. MORTAR JOINTS WITH 75%

SEEDED TURQUOISE GLASS ANDSTONE AGGREGATES

CUT FLAGSTONE FOR

CLEAN EDGE
K
RRM-0401-0416.03-65
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DIRECTION
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DIKE

FERTILIZER TABLET

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TREE ROOTBALL
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APPROVED FOR CONSTRUCTION BENCH MARK
DESCRIPTION:
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THE INQ.lJDED DRAWINGS, SPECIF CATIONS, IDEAS, DESIGNS AND ARRANGEMENTS RCFRCSCNTCD n ICRCDY ARr AND SI IM.L RCMAIN n IC PROPCRTY or RRM DCSIGN GROUP A~D NO PART THEREOF SHALL BE=PIE:J. DISC_OSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PlsO.JECT OTHER TH,t,.N THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN "REP,o,RED AND DEVELOPED WrTHCUTTHE WRITTEN CONSE~1 OF RRM DE51GN GROUP. VISUAL CONTACT WITH T7E5E DRAWINGS OR SPECIFCATCNS SW.Ll.CDNSm JIE CONCLUSIVE EVIDENCE OF ACCEPTANCE 0FTH6E RESTRICTIONS. SUBMITTAL OFTHE5E DD CU MEN TS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGl'l GROUP'S RIGHTS. 1-----------------+---+----1 By: __________ Date: ___ _ By: __________ Date: ___ _ LOCATION:

RRM DESIGN GROUP COPYRIGHT 2024. RRM IS A CALIFORNIA CORPORATION __ .~wi~•~t~D\!!LSFE!!!;!~.__ _ _JPI.A~~IIIKM!!!!!~ 12/20/2024 DATE 1------------------i---+---; R.C.E.: Exp: Dan Goldberg, PE, Acting City Engineer R.C.E.: 57292 Exp: 12/31/25 ELEV.: DATUM: M.S.L. 11-11 -ll-
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AS-BUILT
By_· ________ Date: ___ _
LDSC-12 R.C.E.: _______ Exp: ___ _
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.

IMPROVEMENT PLANS FOR: LANDSCAPE & PLANTING DETAILS
Sheet 42 of 54
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

REST AREAS WITH DECORATIVE PAVING TREATMENTS
3/16" = 1'-0"
75% CORAL-COLORED AGGREGATES AND CRUSHED

SHELL (MOST WHITE SHELL WITH SMALL AMOUNTS OF

OTHER COLOR) SEEDED INTO CONCRETE
50% CORAL-COLORED AGGREGATES AND CRUSHED

SHELL (MOST WHITE SHELL WITH SMALL AMOUNTS OF

OTHER COLOR) SEEDED INTO CONCRETE
25% CORAL-COLORED AGGREGATES AND CRUSHEDSHELL (MOST WHITE SHELL WITH SMALL AMOUNTS OF

OTHER COLOR) SEEDED INTO CONCRETE

NATURAL GRAY CONCRETE,

SEE CIVIL DETAILS

PLANTING, SEE LANDSCAPE PLANS
27'-8" 17'-9" 14'-0" 9'-0" 8'-9" 28'-4"
28'-7"
SEEDED MATERIAL DIMENSIONS ARE APPROXIMATE.

HAND-SEEDING IN FIELD MAY DIFFER +/- 6"
4'-10" 3'-5"
10% CORAL-COLORED AGGREGATES AND CRUSHED

SHELL (MOST WHITE SHELL WITH SMALL AMOUNTS OF

OTHER COLOR) SEEDED INTO CONCRETE
75% TURQUOISE GLASS

AND STONE AGGREGATES

SEEDED INTO CONCRETE
50% TURQUOISE GLASS

AND STONE AGGREGATES

SEEDED INTO CONCRETE
25% TURQUOISE GLASS

AND STONE AGGREGATES

SEEDED INTO CONCRETE
10% TURQUOISE GLASS AND STONE

AGGREGATES SEEDED INTO CONCRETE

LANDSCAPE BOULDER B
INSTALLATION, TYP.

LANDSCAPE BOULDER F

INSTALLATION

FLAGSTONE PAVING K

BOULDER SEATING C

SEEDED DECOMPOSED J

GRANITE PAVING

DECOMPOSED GRANITE IPAVING - PERMEABLE

LOMAS SANTA FE DRIVE

PAVING CONCEPT
A

SET FACE UP WITH LEAST AMOUNT

OF FISSURES, OR FAULTS

BOULDER SEATING
3/4" = 1'-0"

VARIES - REFER TO

CONSTRUCTION LEGEND
BOULDER SIZING:PROVIDE QUANTITIES OF BOULDERS PER
QUANTITIES SHOWN ON PLANS.

APPROXIMATE SIZE OF BOULDERS:

SIZE A: 48" LENGTHSIZE B: 36" LENGTHSIZE C: 24" LENGTH
NOTES:

A. PROVIDE TYPICAL PHOTOGRAPHS OF BOULDERS FOR APPROVAL

FROM AUTHORIZED REPRESENTATIVE PRIOR TO PURCHASING
B. SEE CONSTRUCTION PLANS FOR SURROUNDING PAVING TYPE.

C. ALL SPECIMEN STONES SHALL BE LOCATED UNDER THE OBSERVATION

OF THE LANDSCAPE ARCHITECT

SUBGRADE
4" OF AGGREGATE BASE

BENEATH BOULDER
2" MAX. MORTAR JOINTS WITH
75% SEEDED TURQUOISE GLASS

AND STONE AGGREGATES

FLAGSTONE KPAVING

ADJACENT PLANTING AREA

PER LANDSCAPE PLANS
C
RRM-0401-0416.03-72
SET 1/4 DEPTH OF BOULDER
BENEATH FINISH GRADE.

BACKFILL MIX
DECORATIVE BOULDER.

SEE PLANS FOR LOCATION.

BOULDER INSTALLATION
3/4" = 1'-0"
BOULDER SIZING:PROVIDE QUANTITIES OF BOULDERS PER
QUANTITIES SHOWN ON PLANS.

APPROXIMATE SIZE OF BOULDERS:

SIZE A: 24"-30"ØSIZE B: 18"-24"Ø SIZE C: 12"-18"Ø
SIZE A

SIZE A OR B

TYPICAL GROUPING
NOTES:

A. PROVIDE TYPICAL PHOTOGRAPHS OF BOULDERS FOR

APPROVAL FROM AUTHORIZED REPRESENTATIVE PRIOR TO

PURCHASING
B. SEE CONSTRUCTION PLANS FOR SURROUNDING PAVING TYPE.

SET FACE UP WITH LEAST AMOUNT OF
FISSURES, OR FAULTS.

ADJACENT LANDSCAPE

OR PER PLANS
RRM-0401-0416.03-75
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THE INQ.lJDED DRAWINGS, SPECIF CATIONS, IDEAS, DESIGNS AND ARRANGEMENTS RCFRCSCNTCD n ICRCDY ARr AND SI IM.L RCMAIN n IC PROPCRTY or RRM DCSIGN GROUP A~D NO PART THEREOF SHALL BE=PIE:J. DISC.OSED TO OlHERS OR USED IN CONNECTION WITH ANY WORK OR PlsO.JECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN "REP,o,RED AND DEVELOPED WrTHCUTTHE WRITTEN CONSE~T OF RRM DE51GN GROUP. VISUAL CONTACT WITH T7E5E DRAWINGS OR SPECIFCATCNS SW.Ll.CDNSm JIE CONCLUSIVE EVIDENCE OF ACCEPTANCE 0FTH6E RESTRICTIONS. SUBMITTAL OFTHE5E DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGl'l GROUP'S RIGHTS.

RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION
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LANDSCAPE ARCHITECT OF WORK
JWID\ SFIE Pl.A 8l504 12/20/2024
DATE
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CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL By: ___________ Date: ___ _
R.C.E.: Exp:
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APPROVED FOR CONSTRUCTION
By: ___________ Date:. ___ _
Dan Goldberg, PE,
R.C.E.: 57292
Acting
Exp:

City Engineer
12/31/25
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BENCH MARK
DESCRIPTION:

LOCATION:

ELEV.: DATUM: M.S.L.
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CITY OF SOLANA BEACH
IMPROVEMENT PLANS FOR:
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AS-BUILT
By,· _________ Date: ____ _
Exp: ___ _
ENGINEERING DEPARTMENT DRAWING NO.

LANDSCAPE & PLANTING DETAILS
Sheet 43 of 54
CG-3185

PLAN CODE

LOMAS SANTA FE CORRIDOR
rrmdesign.com | (805) 963-8283

TYPICAL CMU WALL ELEVATION
1/2" = 1'-0"

STEP IN WALL PER PLAN

AND PROFILE SHEETS
F.S.

NOTES:

1. WALL SECTIONS, HEIGHTS, FOOTINGS, AND
REINFORCEMENT PER CIVIL DETAILS.

2. WALL ELEVATION IS FOR DESIGN INTENT
ONLY. SEE PLAN AND PROFILE SHEETS AND
DETAILS FOR CONTRACTIBILITY.
3" MATCHING CMU

WALL CAP
3" CMU BLOCK

RETAINING WALL
2" OVERHANG
T.O.W.

ADJACENT PAVING PER
PLANS.

A
RRM-0401-0416.03-71

CONCRETE FORM LINER WALL
1/8" = 1'-0"
80'-0" 8'-0" TYP. 6'-0" TYP.
36'-0"
TOP OF WALL PER CIVIL PLAN AND PROFILES.

WALL FOUNDATION LINE PER CIVIL PLAN AND PROFILES.

FINISH SURFACE. SEE CIVIL PLANS.

HORIZONTAL PATTERN REPEATS
VERTICALLY. SEE LEGEND BELOW FOR
FORM RELIEF DEPTH. SEE INSPIRATIONPHOTO TO THE RIGHT.

EDGE OF FORM LINER
EXTRUDED 1" FROM FACE OF WALLEXTRUDED 12" FROM FACE OF WALLPUSHED IN 12" FROM FACE OF WALLPUSHED IN 1" FROM FACE OF WALL CONCRETE WALL WITH FORM LINERS. SEE CIVIL DETAILS.

SEE PATTERN ENLARGEMENT TOP LEFT
A. ELEVATION: PATTERN ENLARGEMENT
B. ELEVATION CONCRETE RETAINING WALL
C. FORM LINER INSPIRATION
VINE LOCATIONS. SEE PLANTING PLAN.

B
RRM-0401-0416.03-93

PLANTING BACKFILL - PUDDLE AND SETTLE

TO SET PLANT AT FINISHED GRADE
2x WIDTH

OF ROOTBALL

VINE PLANTING
1" = 1'-0"

SET ROOTBALL TIGHT TO
FOOTING. REMOVE MINOR
EXCESS CONCRETE.

WALL, GREEN-SCREEN, BUILDING FACE,
POST OR FENCE PER PLANS.

REMOVE NURSERY STAKE. ENTWINE VINE ON NEW STAKE.

LEAN STAKE AGAINST STRUCTURE.
6" WATERING BASIN.

F.G.

PLANTING TABLET
C
329333-20
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THE INQ.lJDED DRAWINGS, SPECIF CATIONS, IDEAS, DESIGNS AND ARRANGEMENTS RCFRCSCNTCD n ICRCDY ARr AND SI IM.L RCMAIN n IC PROPCRTY or RRM DCSIGN GROUP A~D NO PART THEREOF SHALL BE=PIE:J. DISC_OSED TO OlHERS OR USED IN CONNECTION WITH ANY WORK OR PlsO.JECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN "REP,o,RED AND DEVELOPED WrTHCUTTHE WRITTEN CONSE~T OF RRM DE51GN GROUP. VISUAL CONTACT WITH T7E5E DRAWINGS OR SPECIFCATCNS SW.Ll.CDNSm JIE CONCLUSIVE EVIDENCE OF ACCEPTANCE 0FTH6E RESTRICTIONS. SUBMITTAL OFTHE5E DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGl'l GROUP'S RIGHTS.

RRM DESIGN GROUP COPYRIGHT 2024.

RRM IS A CALIFORNIA CORPORATION
D D D
-

LANDSCAPE ARCHITECT OF WORK
JWID\ SFIE Pl.A 8l504 12/20/2024
DATE

CITY APPROVED CHANGES APP'D DATE
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RECOMMENDED FOR APPROVAL
By: ___________ Date: ___ _
R.C.E.: Exp:

APPROVED FOR CONSTRUCTION
By: ___________ Date:. ___ _
Dan Goldberg, PE,
R.C.E.: 57292
Acting
Exp:

City Engineer
12/31/25