Cancellation notice — Roseville City Council, June 7, 2023 (part 1 of 4)

FISCAL IMPACT
Funding for the construction of the project was approved on March 15, 2023 with the award of the construction contract to Bothman Construction, Inc. The funding for this work includes allocations from the West Roseville Neighborhood Park Fund (Fund 3311), the West Roseville City-wide Park Fund (Fund 3304), the Strategic Improvement Fund (Fund 1030), the Public Facilities Fund (Fund 3355), FY2021-22 General Fund year-end budget surplus, and repayment from Placer Valley Tourism for work performed under a separate Sports Complex effort. Maintenance for the facility will be provided by the Parks, Recreation & Libraries operations budget in the General Fund, funded primarily by facility-related revenues.

ENVIRONMENTAL REVIEW
A Subsequent Initial Study/Mitigated Negative Declaration (IS/MND, SCH No. 2002082057) for the Roseville Soccer Complex project was adopted by the City Council on August 17, 2022. The IS/MND covered the potential impacts associated with the purchase of an additional 20 acres of land and the master plan for the ten-field project as currently approved. The associated grading activities and construction of underground utilities is within the scope of the Subsequent IS/MND; therefore, pursuant to the California Environmental Quality Act, Sections 15168 and 15162, no further analysis is required. The project is subject to the mitigation measures identified in the IS/MND.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal C - Maintain a safe and healthy community
Goal D - Enhance economic vitality
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Tara Gee, Park Planning & Development Manager
Jill Geller, Parks, Recreation & Libraries Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Roseville Soccer Complex Grading Plans - 1
Roseville Soccer Complex Grading Plans - 2
Roseville Soccer Complex Demolition Plans
Roseville Soccer Complex Erosion Control Plans
Drainage and Underground - 1
Drainage and Underground - 2
Drainage and Underground - 3

WESTBROOK BOULEVARD WETLAND HIGH WATER LINE WETLAND HIGH WATER LINE SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND HIGH WATER LINE WETLAND HIGH WATER LINE SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND WETLAND HIGH WATER LINE WETLAND HIGH WATER LINE SETBACK

VAN VAN NO

PARKING
NO

PARKING
VAN EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY SDMH SS MH 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING TC 95.26 FS/RIM 94.76 FS 93.58 FG 93.41 95.69FS 96.84FS FS 95.57 TC 95.48 FS 94.98 TC 95.52 FS 95.02 TC 96.19 FS 95.69 TC 94.24 FS 93.74TC 94.29 FS 93.79 TC 94.64 FS 94.14 TC 95.09 FS 94.59 TC 95.01 FS 94.51 TC 95.01 FS 94.51 TC 95.25 FS/RIM 94.75 TC 95.36 FS 94.86 TC 95.15 FS 94.65 93.65FS FS 93.72 FS 93.95 FS 93.87 FS 94.43 FS 95.99 96.26FS FS 94.70 FS 95.39 FS 95.75 96.11FS 96.10FSFS 95.74 FS 95.20 TC/FS 95.52 TC/FS 95.95 TC/FS 95.55 FS 93.55 90.26FG 90.26FG RIM 93.17 FS 92.54 FS 91.94 92.36FS TC/FS 93.67 FS 90.11FS 89.81 FS 90.21 FS 90.09 91.65FS FS 91.53 96.83FS 96.95FS TC/FS 93.50 95.64FS 96.13FS 95.69FS (E) FS 90.25 ± (E) FS 89.60 ± (E) FS 90.30 ±(E) FS 89.53 ± TC 95.99 FS 95.49 TC 95.93 FS 95.43 96.29FS 96.23FS TC 94.13 FS/RIM 93.63 (E) TC/FS 89.87 91.86FS 90.96FS FS 90.79 FS 89.99 96.91FS FS 93.92 TC 96.14 FS 95.64 FS 96.05 FG 95.80 FS 96.05 FG 95.80 FS 93.87 FS 94.12 FS 94.27 FS 93.64 FG 93.47 TC 96.24 FS 95.74 TW 95.01 FS 93.51 TC/FS 93.96 TC/FS 93.50 TC 97.53 FS 97.03 TC 95.89 FS 95.39 FS 93.55 FS 93.80 FS 94.34 FS 93.63 FG 93.46 FS 92.38 FS 92.50 FS 93.60 FG 93.43 FS 93.57 FG 93.40 FS 91.41 TC 97.31 FS 96.81 FS 94.58 FS 94.22 FS 94.70 FS 94.58 FS 91.98 FS 93.84 TW 95.08 FS 93.58 TW 94.92 FS 93.42 TW 95.04 FS 93.54 TW 95.02 FS 93.52 TW 95.08 FS 93.58 TC/FS 93.50 TC 95.31 FS 94.81 FS 93.50 FG 93.33 9596 94 96 96 95 95 93 94 96 90 95 91 92 93 94 90 89919293 90 89 91 9293 92 95 91929394 95 96 95 94 96 96 96 97 97 90 91 919292 90 9192 93 94 97 98

1.0%

7.3%

1.0% 3.0% 1.5%

1.5%

1.8%±

1.8%

1.8% 1.0% 1.0% 2.7%±

1.0%

1.0% 4.6% 4.8% 1.1% 0.9% 1.8% 4.6% SG 2.0% 4.5% 4.5% 0.7%

1.0%0.7%

1.0%0.9%

1.0%

1.5% 3.4%

1.5% SG 2.0% SG 2.0% 4.5%

1.5%

1.0% 2:1 2:1 2:1 RIM 94.62 RIM 95.72 RIM 95.89 RIM 95.94 RIM 90.76 FG 90.26 ED 90.43 ED 90.43 RIM 95.28 FS 89.69 RIM 95.15 RIM 94.28 93.62RIM TC 94.00 FS 93.50 TC 94.00 FS 93.50 TC 94.04 FS 93.54 TC 94.06 FS 93.56 TC 94.09 FS 93.59 TC 94.11 FS 93.61 TC 94.00 FS 93.50 TC 94.00 FS 93.50 TC 93.82 FS 93.32 TC 93.89 FS 93.39 TC 93.86 FS 93.36 TC 93.92 FS 93.42 1.5% 2:1 SG 92.34SG 92.92 SG 92.86 SG 92.81 SG 92.84 SG 92.79SG 92.75SG 92.75SG 92.75SG 92.75 SG 92.75 SG 91.66 SG 92.18 TW 95.08 FS 93.58 TC/FS 93.73 TC/FS 93.50 SG 92.75 SG 92.75 TC/FS 93.50 SG 92.75TC/FS 93.50 SG 92.75 SG 92.75 TC/FS 93.50 SG 92.75 SG 2.0% SG 92.17 SG 92.03 FS 93.50 (PLAY) SG 92.89 FLUSH CURB BETWEEN PLANTERS FOR ACCESS TO PLAY SURFACE, TYP. FFE 96.62 (E) FS 90.23 ± FS 89.94 96.93FS HP/FG 91.84 HP/FG 91.84 RIM 90.76 FG 90.26 RIM 90.76 FG 90.26 FS 95.11 FS 95.34 FS 93.79 FS 95.80 FS 95.80 4.8% FS 91.18 FS 90.70 FS 90.57 FS 91.05 FS 92.59 93.69FS 92.46FS 93.56FS FS 92.12 FS 92.42

1.5% 94 94 RIM 88.78 RIM 89.04 FG 89.59 FG 89.40 FG 89.74 RIM 89.14 FG 89.59 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK GRADING PLAN - PLAYGROUND DK CS/MB 1"=20'-0" L4.1 GRADING PLAN - PLAYGROUND L4.1 L4.2 L4.3 L4.4 L4.5 L4.8 L4.11 L4.12 L4.9 L4.13 L4.14 L4.6 L4.7 L4.10 L4.15 L4.16 1. EXISTING GRADES ARE BASED ON INFORMATION PROVIDED BY: KIER + WRIGHT. CONTRACTOR SHALL VERIFY EXISTING GRADES FOR ACCURACY PRIOR TO THE START OF GRADING, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 3. PROPOSED GRADES SHALL MEET EXISTING GRADES WITH A SMOOTH AND CONTINUOUS TRANSITION SO AS TO AVOID TRAPPING WATER. CONTRACTOR SHALL NOTIFY OWNER REPRESENTATIVE IF PUDDLING IS SUSPECTED AND REDIRECT WORK SO AS TO AVOID DELAY WHILE AWAITING RESPONSE. 4. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 5. FINISH GRADE OF SOFTSCAPE SHALL BE 1-1/2" BELOW FINISH SURFACE OF ADJACENT HARSCAPE IN TURF AREAS OR 2" BELOW FINISH SURFACE OF ADJACENT HARSCAPE IN PLANTING BEDS PER CITY OF ROSEVILLE PARKS, RECREATION, & LIBRARIES DEPARTMENT, UNLESS OTHERWISE NOTED ON THE GRADING PLAN. 6. IN AREAS OF CHEMICAL TREATMENT, CONTRACTOR MAY UTILIZE DISCING OF ORGANICS INTO SURFACE SOILS IN LIEU OF STRIPPING EXISTING SURFACE ORGANICS FROM THE SITE. DISCING OPERATIONS SHOULD BE OBSERVED BY THE GEOTECHNICAL ENGINEER AND BE CONTINUOUS UNTIL THE ORGANICS ARE ADEQUATELY MIXED INTO THE SOILS. GRADING NOTES GRADING LEGEND LIMIT OF GRADING - CONFORM TO EXISTING GRADES AT THIS LINE PROPOSED CONTOUR CROWN OF FIELD, OR RIDGE LINE EXISTING CONTOUR EXISTING ELEVATION CONFORM TO EXISTING GRADE SYM DESCRIPTION LOW POINT OF SUBGRADE, SEE DRAINAGE AND UTILITY PLAN FOR ADDITIONAL INFORMATION PROPOSED FINISH GRADE ELEVATION OF SOFTSCAPE PROPOSED FINISH SURFACE ELEVATION OF HARDSCAPE LIP OF GUTTER ELEVATION RIM ELEVATION OF DRAIN TOP OF CURB FS 101.00 FG 101.00 LIP 101.00 RIM 101.00 TC 101.00 PROPOSED FINISH SUGRADE ELEVATION SG 101.00 TOP OF STAIR ELEVATION TS 101.00 FINISHED FLOOR ELEVATION FFE 101.00 FLOW DIRECTION IN SOFTSCAPE CENTER LINE OF SWALE/VALLEY GUTTER LIMIT OF WORK 101 PROPOSED FINISH SYNTHETIC TURF ELEVATION/ TOP OF INFILL ELEVATION, SEE DETAIL F ON D2.2 FOR FIELDS AND DETAIL H ON D2.2 FOR PLAY AREA FT 101.00 CUT (CY): 47,280 FILL (CY): 47,280 VOLUMES (CY) CUT: 1 FILL: 1 COMP/RATIO 0 CUT/FILL NET BALANCE (CY) EARTHWORK CALCULATION NOTE: CALCULATIONS ARE FOR REFERENCE ONLY. VALUES DO NOT INCLUDE SHRINKAGE AND SWELL FACTORS. FLOW LINE OF VALLEY GUTTER FL 101.00 1.00% SLOPE AND DIRECTION IN FINISHED SURFACE CROWN OF ROAD GRADE BREAK COBBLE ENERGY DISSIPATOR, REFER TO DRAINAGE PLANS ED 101.00 TOP OF SEATWALL TW 101.00 REFER TO DETAIL A, L4.17 FOR ADDITIONAL INFORMATION Not for Construction
For Council Approval
WESTBROOK BOULEVARD BUS PARKING EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE BUS PARKING BUS PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING TC 96.50 FS 96.00 TC 96.45 FS 95.95 TC 96.27 FS/RIM 95.77 TC 95.26 FS/RIM 94.76 TC 96.70 FS 96.20 TC 95.55 FS/RIM 95.05 TC 96.69 FS 96.19 TC 95.43 FS/RIM 94.93 TC 95.54 FS 95.04 TC 96.60 FS 96.10 TC 95.34 FS 94.84 TC 95.22 FS 94.72 TC 95.22 FS 94.72 TC 95.31 TC 95.91 FS 94.81 FS 95.41 TC/FS 95.99 TC/FS 95.97 TC 95.93 FS 95.43 TC 95.72 FS/RIM 95.22 TC/FS 95.63 TC/FS 95.60 TC 95.57 FS 95.07FS 95.42 FS 95.47 FS 95.57 95.62FS TC/FS 96.66 TC/FS 96.29 TC/FS 96.90 TC/FS 96.34 TC 96.50 TC 96.35 FS 96.00 FS 95.85 TC 96.31 FS 95.81 TC 96.82 FS 96.32 TC 96.10 FS 95.60 TC 96.36 FS 95.86 TC 96.07 FS 95.57 TC 95.78 FS 95.28 TC 95.65 FS 95.15 TC 95.65 FS 95.15 TC 95.70 FS 95.20 TC 96.35 FS 95.85 TC 96.33 FS 95.83 TC 96.10 FS 95.60 TC/FS 96.15 TC/FS 96.11 TC/FS 96.40 TC/FS 96.38 TC 96.39 FS 95.89 TC 96.48 FS 95.98 TC 95.67 FS/RIM 95.17 TC 95.78 FS 95.28 TC 95.58 FS/RIM 95.08 TC 95.69 FS 95.19 TC 95.58 FS 95.08 TC 95.52 FS 95.02 TC 95.52 FS 95.02 TC 95.67 FS 95.17 TC 96.85 FS 96.35 96.93FS 96.93FS 96.41FS 96.93FS 96.93FS 96.35FS 96.93FS 96.26RIM RIM 96.77 96.81RIM FT 96.91 96.52FS 96.52FSFS 96.16 95.62FS 96.16FS FS 95.80 HP/FS 97.99 HP/FS 97.78 96.43FSFS 96.44 96.07FS FS 95.71 FS 96.07 FS 95.38 FS 95.53 FS 95.92 96.29FS 96.29FSFS 95.92 FS 95.57 90.26FG 96.12FSTC 96.38 FS 95.88 FS 93.05 FS 91.19 FS 91.31 (E) FS 91.48 ± (E) FS 90.41 ± (E) FS 91.83 ± 96.14FS FS 91.83 FS 91.71 FS 93.17 (E) TC/FS 90.70 FS 90.82 (E) TC/FS 90.57 (E) TC/FS 90.46 TC/FS 90.05 TC/FS 90.17 FS 90.29 FS 90.17 90.56FS FS 90.58 FS 90.70 90.68FS FS 90.54 FS 90.48 90.96FS FS 90.92 FS FS 93.10 FS 93.22 FS 94.55 FS 94.70 FS 94.99 FS 95.14 95.76FS FS 95.99 FS 95.91 FS 95.61 95.76FS 96 96 95 95 97 97 97 97 96 96 96 96 95 91 92 93 94 96 95 95 95 92 93 94 96 96 96 96 96 97 97 97 97 1.5%

1.5%

1.5% 1.0%

1.1% 0.5% 1.0%

1.5%

1.7%±

2.0%±

1.2%±

2.1%±

1.8%

1.8% 1.8%

1.8%

1.8% 1.8% 1.8% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.6%± 1.5% 0.5% 1.1% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% RIM 95.40 ED 90.43 90.26FG 96.06RIM 95.60RIM RIM 95.73 RIM 95.35 RIM 95.17 RIM 95.29 RIM 93.12 FS/FG 93.60 FS 93.83 HP/FG 91.84 RIM 90.76 FG 90.26 RIM 90.76 FG 90.26 FS 96.10 FS 95.43 FS 95.26 FG 95.01 FS 95.64 RIM 94.72 96 96.65FS 96.61FS 96.54FS

1.5% FS 96.70 96 96 96 ND1.1 HP/FG 91.82 FS 93.19 FS 93.07 96 96 91 91 92 92 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

2.0%

2.0% TC 96.23 FS 95.73 TC 96.57 FS 96.07 TC 96.55 FS 96.05 TC 96.32 FS/RIM 95.82 TC 97.40 FS 96.90 TC 95.87 FS/RIM 95.37 TC 96.16 FS 95.66 TC 96.21 FS 95.71 TC 96.49 FS 95.99 TC 95.80 FS 95.30 TC 95.32 FS 94.82 TC 95.27 FS 94.77TC 95.01 FS/RIM 94.51 TC 95.88 FS 95.38 TC 95.37 FS 94.87 TC 95.55 FS 95.05 TC 96.58 FS 96.08 TC 96.21 FS 95.71 TC 96.26 FS 95.76 TC/FS 96.23 TC/FS 96.26 TC 96.62 FS 96.12 TC 96.53 FS 96.03 FS 95.93 FS 96.02 TC 95.37 FS/RIM 94.87 TC 96.66 FS 96.16 TC/FS 96.65 TC/FS 96.56 TC 96.61 FS 96.11 TC 96.30 FS 95.80 TC 96.85 FS 96.35 TC 96.74 FS/RIM 96.24 TC 96.81 FS/RIM 96.31 FS 96.93 96.93FS 96.39FS 96.93FS 96.93FS FS 97.23 FS 97.23 96.66FS FS 97.23 FS 97.23 FS 97.23 96.93FS 96.93FS 96.35FS FS 97.23 FS 96.66 FS 97.23 FS 97.23 FS 97.23 97.64FS FS 97.64 TC 97.58 FS 97.08 97.64FS 96.81RIM 96.24RIM RIM 97.09 96.51RIM RIM 97.08 RIM 97.08 96.79RIM 96.62FS FS 96.78 96.94FS FS 97.10 97.63FS97.63FS FS 97.55 HP/FS 97.81 96.02FS 96.19FS 95.65FS FS 95.29 96.18FS 96.20FSFS 95.85 FS 95.31 FG 89.90 FG 89.90 92.36FG 92.36FG 96.67FS 96.82FS 96.91FS FS 97.32 FS 97.32 (E) LIP 92.66 (E) FS 93.12 ± (E) FS 93.01 ± (E) FS 93.20 ± (E) TC 93.06 (E) FS 92.56 LIP 97.18 LIP 97.03 LIP 96.41 LIP 96.35 TC 95.71 FS 95.21 TC/FS 95.27 FS 95.37 95.46FS FS 95.81 TC 95.62 FS 95.12 TC/FS 95.18 FS 95.28FS 95.72 FS 95.11 FS 93.21 FS 93.23 FS 93.25 FS 93.37 FS 93.09 FS 93.58 TC 93.61 FS 93.11 LIP 93.16 FS 93.5893.67FS FSFS TC 96.92 FS 96.42 LIP 96.53 FS 97.23 FS 97.05 96.91FS FT 96.91 FT 97.21 96.93FS FS 96.93 TC 97.23 96.91FS FS 97.21 96.32FG FS 93.20 FS 93.32 93.16FS FS 93.28 FS 93.24 FS 93.12 96 95 95 92 96 96 96 97 97 96 96 90 90 95 91 91 92 92 93 93 94 96 95 93 94 96 97 9593 94 96 97 9696 96 96 97 97 95 96 97 95 9394 97 97 97 97
97 1.5%

1.5%1.0% 1.0% 1.5% 1.5% 1.5% 1.5%

1.5% 2.0% 1.5%2.6% 1.0% 7.3% 7.3% 1.0% 1.4%

1.4%

1.5%

1.5% 1.0%

1.4% 1.0%

2.2%±

1.4%±

1.8% 1.8%

1.8%

1.8% 1.0% 1.0% 0.8%± 2.0% 2.0% 1.9% 1.9% 1.5% 1.0% 1.9% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% RIM 97.05 TC 97.27 FS 96.77 TC 97.42 FS 96.92 RIM 97.18 FS 97.19 97 TC 97.90 FS 97.40 TC 98.04 FS 97.54 TC 97.38 FS 96.88 TC 97.47 FS 96.97 97.64FS TC 97.95 FS 97.45 TC 98.04 FS 97.54 RIM 97.54 97.00RIM 96.91RIM RIM 93.10 ED 90.07 ED 90.07 RIM 93.78 96.16RIM ED 92.53 ED 92.53 RIM 95.50 92.96RIM RIM 95.17 96 97 FS 95.75 FG 95.50 95 FS 93.75 FS/FG 93.61 FFE 97.66 RIM 90.40 FG 89.90 RIM 90.40 FG 89.90 RIM 90.40 FG 89.90 RIM 90.40 FG 89.90 RIM 90.40 FG 89.90 RIM 92.86 FG 92.36 RIM 92.86 FG 92.36 RIM 92.86 FG 92.36 RIM 92.86 FG 92.36 RIM 94.85 TC 94.49 FS/RIM 93.99 96.29FS HP 97.41 96.46FS 96.66FS FS 97.14 FS 97.19 FS 97.23 97.56FS 95 96 96 ND1.1 ND1.1 TC 94.15 FS/RIM 93.65 FS 93.27 93.26FSFS 93.14 FS 93.18 FS 93.30 FS 93.35 FS 93.23 (E) FS 93.27 (E) FS 93.17 96 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

WESTBROOK BOULEVARD HR HB HD HD HD HD HD HD HB SS MH SS MH SS MH R R R R R R R R R R R R R R R R R R R R

2.0%

2.0%
SG

2.0% 96.67FS FS 97.23 TC/FS 97.53 FS 97.53 FS 96.94 FS 97.53 FS 97.53 FS 97.53 FS 96.94 FS 97.53 FS 96.67 FS 97.53 96.94FS FS 97.53 FS 97.53 FS 97.53 96.94FS 96.96FS FS 97.67 97.68FS 97.68FS 97.68FS 97.68FS RIM 97.37 RIM 97.37 96.80RIM RIM 97.44 96.54RIM 96.80RIM RIM 97.09 FS 97.35 FS 97.35 FS 97.29 FS 97.30 FS 94.25 FS 94.72 FG 95.35 TW 98.02 FS 97.53 FT 97.51 FS 98.34 FT 98.32 FS 97.53 FT 97.51 RIM 97.32 FS 93.58 FS 93.85 FS 93.73 FS 93.92 FS 93.80 (E) FS 93.96 ±(E) FS 94.27 ± FS 93.95 FS 93.82 FS 93.85 (E) TC/FS 94.45 (E) FS 94.08 FS 94.38 FS 94.10 FS 94.51 FS 94.57 FS 94.28 (E) TC/FS 94.26 (E) TC/FS 94.13 (E) TC/FS 94.09 FS 94.38 (E) FS 94.08 ± 94.60FS FS 97.43 FS 97.51 FT 97.21 FT 97.51 FT 97.51 TC 97.53 FT 97.51 TC 97.53 FT 97.51 FS 97.23 FS 97.23 TC 97.53 FS 97.53 FT 97.51 FT 97.51 FT 97.51 FT 97.51 FT 97.51 FT 97.51 FS 97.51 96.39FG 96.32 FS 97.53 FT 97.51 FS 97.53 FT 97.51 FG 97.59 TC 98.34 96.46RIMRIM 96.57 96.59RIM FS/HP 96.88 FS/HP 96.78 FS 97.37TC 97.53 FS 97.23 TC 97.53 9898 95949697 97 97
97 97 95 96
97 FT / SG 0.65% FT / SG 0.65%
FT / SG 0.65% FT / SG 0.65%

1.5%

1.4%

1.5% 1.4%

0.9% 1.1% 1.0% 1.1% 1.0% 1.0% FT 97.54 FT 97.54 FT 97.54 FT 97.54 FT 97.54 FT 97.54 TC 97.53 FS 97.03 TC 97.49 FS 96.99 TC 97.97 FS 97.47 TC 97.27 FS 96.77 TC 97.42 FS 96.92 RIM 97.57 TC 97.77 FS 97.27 TC 97.86 FS 97.3697.66RIM RIM 97.27TC 97.47 FS 96.97 TC 97.50 FS 97.00 97 97 TC 97.41 FS 96.91 TC 97.38 FS 96.88 TC 97.56 FS 97.06 TC 97.60 FS 97.10 TC 97.80 FS 97.30 TC 97.71 FS 97.21 TC 97.88 FS 97.38 TC 97.47 FS 96.97 TC 97.38 FS 96.88 97.47RIM RIM 97.00 RIM 95.57 RIM 97.33 RIM 97.55 FS 97.53 FG 97.36 FS 97.53 FG 97.36 FS 97.53 FG 97.36 FS 97.54 FG 97.37 FS 97.51 FG 97.34 FS 97.50 FG 97.33 FS 97.50 FG 97.33 FS 97.50 FG 97.33 RIM 95.14 FT 97.55 FT 97.94 FT 97.94 FT 97.54 FT 97.54FT 97.56 FT 97.94 RIM 97.73 FT 97.94 RIM 97.73 FT 97.56 RIM 97.35 FT 97.55 RIM 97.34 FFE 97.70 FS 97.34 FS 97.24 FS 97.49 FS 97.62 FS 97.47 FS 97.43 FG 97.37 TW 97.53 FT 97.51 TW 97.55 FT 97.53 FS 94.30 94.26FS FS 97.53 FG 97.36 FS 93.71 FS 94.45 FS 94.24 (E) FS 93.62 (E) FS 93.42 (E) FS 94.21 TC 93.69 FS 93.19 LIP 93.30 TC 93.83 FS 93.33 LIP 93.43 TC 93.97 FS 93.47 LIP 93.58 TC 94.12 FS 93.62 LIP 93.73 TC 94.26 FS 93.76 LIP 93.86 TC 94.34 FS 93.84 LIP 93.94 TC 94.41 FS 93.91 (E) FS 93.86 LIP 94.02 (E) LIP 94.08

1.5%

1.5% SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

SDMH R R R R R R R R R R R R R R R R R R R R R R R R

2.0%

2.0%
SG

2.0% FS 97.53 TC/FS 98.13 FS 98.13 FS 97.54 FS 98.13 FS 98.13 FS 98.13 FS 97.54 FS 98.13 FS 98.13 TC/FS 99.09 FS 98.13 FS 97.54 FS 98.13 FS 98.13 FS 98.13 FS 97.54 RIM 97.37 RIM 98.04 RIM 97.40 RIM 97.97 RIM 97.97 RIM 97.40 RIM 97.97 FS 94.70 FS 95.00 FS 95.39 (E) TC/FS 94.58 (E) TC/FS 94.88 (E) TC/FS 95.27 FS 95.49 TC/FS 99.09 FT 99.07 FT 98.11 TC/FS 99.90 FT 99.88 FT 98.92 TC/FS 99.09 FT 99.07 FT 98.11 TC/FS 98.13 FT 98.11 FT 97.51 TC/FS 98.94 FT 98.92 FT 98.32 TC/FS 98.14 FT 98.12 FT 97.53TC 98.13 TC 99.09 95.62FS FS 95.48 (E) FS 94.67 ±(E) FS 94.91 ± FS 97.77 FS 98.10 FS 98.75 FG 95.13 FT 98.11 FT 98.11 TC 98.13 FT 98.11 TC 98.13 FT 98.11 FS 97.53 TC 98.13 FS 98.13 FS 98.13 TC 99.09 FT 98.11 FT 98.11 FT 98.11 FT 98.11 FT 98.11 FT 98.11 FT 98.11 FS 98.11 FS 95.85 FS 95.98 96.54FS96.67FS FS FS 98.13 FT 98.11 FS 98.13 FT 98.11 98 98 98 98
98 98
98 99
FT / SG 0.65% FT / SG 0.65%
FT / SG 0.65% FT / SG 0.65%

1.5%

1.5% 2.9% 4.7% 1.1% 1.0% 1.1% 1.0% FT 98.14 FT 98.14 FT 98.14 FT 98.14 FT 98.14 FT 98.14 FT 98.14 FT 98.14 RIM 98.11 RIM 95.05 96.93RIM FT 98.15 FT 98.54 FT 98.16 FT 98.54 FT 98.54 RIM 98.33 FT 98.54 RIM 98.33 FT 98.15 RIM 97.94 FT 98.15 RIM 97.94 FT 98.54 RIM 98.33 FT 98.54 RIM 98.33 FT 98.15 RIM 97.94 FT 98.16 RIM 97.95 TW 98.13 FT 98.11 95 FS 95.10 FG 95.14 FS 97.50 TC/FS 99.09 FG 97.59 96.32FSFS 96.20 96 97 96 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

DURANGO WAY HR HB HD HD HD HD HD HD HB SDMH SS MH R R R R R R R R R R R R R R R R R R R R

2.0%

2.0%
SG

2.0% FS 99.09 FS 98.50 FS 99.09 FS 99.09 FS 98.50 FS 99.09 FS 99.09 FS 99.09 FS 98.50 FS 99.09 FS 99.09 TC/FS 99.39 FS 99.09 FS 99.09 FS 98.50 TC/FS 99.39 FS 99.39 FS 98.83 FS 99.39 FS 98.83 FS 97.43 FS 97.83 FS 97.05 FS 99.52 FS 99.52 FS 99.52 FS 99.52 FS 97.89 FS 98.13 FS 98.21 FS 98.48 FS 98.55 FS 98.75 FS 98.82 FS 99.14 FS 99.21 TC/FS 99.39 FG 99.22 TC/FS 99.39 99.36FS RIM 99.23 RIM 98.93 RIM 98.93 RIM 99.00 FT 99.07 FS 99.09 FT 99.07FS 99.90 FT 99.88 FS 97.66 FG 97.41 FG 93.11 98.69RIM FS 98.42 FS 98.29 RIM 99.27 RIM 99.14 (E) FS 96.96 ± (E) FS 96.77 ± (E) FS 96.98 ± (E) FS 97.28 ± 98.36RIM 98.36RIM RIM 98.93 99.06FS FS 99.20 FS 97.84 FG 97.59 FS 97.66 FG 97.41 FS 97.84 FG 97.59 TC/FS 99.09 TC/FS 99.09 FT 99.07 FT 99.07 FT 99.37 TC 99.09 FT 99.07 TC 99.09 FT 99.07 FS 99.09 FS 99.09 TC 99.39 FT 99.07 FT 99.07 FT 99.07 FT 99.07 FT 99.07 TC 99.39 FT 99.07 FS 99.07 FG 97.01 96.88FSFS 97.01 FS 97.57 FS 97.70 FS 98.04 FS 97.91 FS 97.91 FS 97.79 FS 97.36 FS 97.23 FS 96.72 96.59FS 96.33FS FS 96.20 96.55FS96.42FS FS 99.09 FT 99.07 FS 99.09 FT 99.07 98 99 99 99 99
9999
99 99
99 99
99 99 9594 96 97 97 98
FT / SG 0.65% FT / SG 0.65%
FT / SG 0.65% FT / SG 0.65% 1.5% 1.5%

1.5% 1.5%

1.5%

1.5% 1.5%

1.4%

0.6% 1.0% 0.7% 0.5% 1.1% 1.0% 1.1% 1.0% 1.0% FT 99.10 FT 99.10 FT 99.10 FT 99.10 FT 99.10 FT 99.10 RIM 99.02 RIM 99.25 RIM 99.24 RIM 99.40 96.98RIM RIM 97.34 TC 99.59 FS 99.09 TC 99.54 FS 99.04 TC 99.79 FS 99.29 TC 99.77 FS 99.27 TC 99.78 FS 99.28 TC 99.73 FS 99.23 TC 99.78 FS 99.28 TC 99.83 FS 99.33 TC 99.54 FS 99.04 TC 99.58 FS 99.08 TC 99.53 FS 99.03 TC 99.58 FS 99.08 TC 99.34 FS 98.84 TC 99.45 FS 98.95 TC 98.80 FS 98.30 TC 98.91 FS 98.41 TC 98.10 FS 97.60 TC 98.27 FS 97.77 ED 93.28 FG 93.11 RIM 99.41 FS 99.37 FG 99.20 FS 99.39 FG 99.22 TC/FS 99.39 FG 99.22 RIM 99.41 FS 99.35 FG 99.18 FT 99.11 FT 99.50 FT 99.50 FT 99.10 FT 99.10FT 99.12 FT 99.50 RIM 99.29 FT 99.50 RIM 99.29 FT 99.12 RIM 98.91 FT 99.12 RIM 98.91FT 99.11 RIM 98.90 FFE 99.54 RIM 93.61 FG 93.11 RIM 93.61 FG 93.11 FS 99.41 FS 99.34 FS 99.25 TC/FS 99.09 TC/FS 99.09 FG 97.09 FS 97.25 FG 97.17 ND1.1 FS 97.35 FS 97.23 97 98 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

NO PARKING VAN VAN NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CAPABLE NO PARKING NO PARKING NO PARKING EV CAPABLE SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE HD NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKINGNO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING

2.0%

2.0% FS 99.39 FS 99.39 FS 99.39 FS 98.78 FS 99.39 FS 99.39 FS 99.39 FS 98.78 FS 99.39 FS 99.39 FS 99.99 FS 99.40 FS 99.39 FS 99.39 FS 99.99 FS 99.99 FS 99.40 TC 98.49 FS 97.99 TC 98.58 FS 98.08 TC 98.26 FS/RIM 97.76 TC/FS 98.21 TC/FS 98.15 TC 98.25 FS/RIM 97.75 TC 98.65 FS 98.15 TC/FS 98.64 TC/FS 98.59 TC 98.73 FS 98.23 99.06FS TC 98.93 FS 98.43 TC 99.03 FS 98.53 TC 99.09 FS 98.59 TC 99.15 FS 98.65 TC 99.30 FS 98.80 TC 99.14 FS 98.64 TC 98.70 FS 98.20 TC 98.68 FS 98.18 TC 98.58 FS/RIM 98.08 TC 98.74 FS 98.24 TC 98.63 FS 98.13 TC 98.49 FS 97.99 TC 98.29 FS 97.79 TC 98.18 FS/RIM 97.68 TC 98.23 TC 98.47 FS 97.73 FS 97.97 TC 99.30 FS 98.80 TC 99.21 FS 98.71 TC 98.82 FS 98.32 TC/FS 98.89 TC/FS 98.99 TC 98.94 FS 98.44 TC 99.45 FS 98.95 TC/FS 99.54 TC/FS 99.44 TC 99.48 FS 98.98 TC 98.81 FS 98.31 TC 97.13 FS/RIM 96.63 TC 97.50 FS 97.00 TC 97.55 FS 97.05 TC 97.82 FS 97.32 TC 97.95 FS 97.45 TC 97.99 FS 97.49 TC 98.55 FS 98.05 TC 99.94 FS 99.44 TC 99.35 FS 98.85 TC 99.20 FS 98.70 FS 98.09 FS 99.42 FS 99.42 FS 99.42 FS 98.20 FS 98.40 FS 98.57 FS 98.72 FS 98.89 FS 99.04 FS 99.11 FS 99.48 FS/HP 100.07 FS 98.67 FS 97.09 FS 97.30 FS 98.08 FS 98.12 FS 97.95 FS 98.51 FS 99.05 FS 98.74 FS 98.20 FS 97.83 FS 97.48 FS 99.24 FS 99.78 FS 99.47 FS 98.93 98.56FS FS 97.94 HP/FS 100.25 FG 93.11 FG 93.11 RIM 99.23 RIM 99.23 98.63RIM 99.86RIM RIM 99.24 RIM 99.28 (E) FS 97.78 (E) FS 97.67 (E) FS 98.46 (E) TC 98.31 (E) FS 97.81 TC 99.99 (E) LIP 97.93 TC 99.01 FS/RIM 98.51 LIP 98.61 LIP 98.81 FS/RIM 97.89 (E) FS 97.22 ± (E) FS 98.62 ± FS 99.38 FS 99.77 TC 98.34 FS 97.84 TC 97.17 FS/RIM 96.67 TC 99.22 FS 98.72 FT 99.37 FS 99.37 FG 99.22 FS 99.24 FS 97.20 FS 97.27 96.96FS FS 97.14 FS 96.53 96.66FS 96.75FSFS 96.88 99 98 99 99 98 99 99 99 98 98 98 99 99 99 99 99 99 99 99
99 99
99 95 94969798 98 98 97 97 97 99 99 100 100 97 97 98 100

1.5%1.0%

1.5%1.0% 1.0%

1.5% 1.5% 1.5%

1.5% 1.5%

1.5%

4.5%

2.3% 1.5%

1.8% 1.5% 2.8% 1.1% 1.1%

1.9%±

2.0%±

2.5%±

1.8% 1.8%

1.8%

1.8% 1.0% 1.0% 1.0% 2.3%± 2.2%±

2.2% 1.5% 1.0% 0.5% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.2% 1.0% 1.1% 0.8% 99.16RIM RIM 99.19 RIM 99.30 RIM 98.17 RIM 99.01 RIM 97.47 97.71RIM 98.16RIMTC 99.54 FS 99.04 TC 99.57 FS 99.07 TC 99.73 FS 99.23 TC 99.81 FS 99.31 TC 99.74 FS 99.24 FS 99.42 TC 99.80 FS 99.30 ED 93.28 93.11 RIM 98.20 RIM 98.27 98.63RIM 96.88FS FS 97.18 96.88FS RIM 96.81 RIM 96.85 LP/FG 96.56 LP/FG 96.60 HP/FG 97.77 100 97 9798 99 97 96.67FS FS/FG 96.62 (E) FS 97.21 ± FS 97.33 FFE 99.44 RIM 93.61 FG 93.11 RIM 93.61 FG 93.11 98 98 FS 98.50 FG 98.25 FS 99.44 FS 99.51 FS 99.10 FS 99.25 99 97 97 98 97.61RIM SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING SDMH NO PARKING

BUS PARKING BUS PARKING NO PARKING NO PARKINGNO PARKING NO PARKING

NO PARKING

2.0% FS 99.99 FS 99.99 FS 99.99 FS 99.38 FS 99.99 FS 99.99 FS 99.99 FS 99.99 FS 99.99 FS 99.38 FS 99.99 FS 99.99 FS 98.75 FS 98.79 FS 98.91 FS 99.51 FS 98.88 FS 98.44 FS 98.44 FS 97.92 TC 98.94 FS 98.44TC 98.81 FS 98.31 TC 98.81 FS 98.31 TC 99.32 FS 98.82 TC 98.94 FS 98.44 TC 98.96 FS 98.46 TC 98.80 FS/RIM 98.30 TC 99.61 FS 99.11 TC 99.70 FS 99.20 TC/FS 99.36 TC/FS 99.27 TC/FS 99.64 TC/FS 99.53 TC 99.22 FS 98.72 TC 99.49 FS 98.99 TC 99.63 FS 99.13 TC 98.62 FS/RIM 98.12 TC 98.91 FS 98.41 TC 98.98 FS 98.48 TC 99.25 FS 98.75 TC 99.11 FS 98.61 TC 98.78 FS/RIM 98.28 TC 98.80 FS/RIM 98.30 TC 98.22 FS 97.72 FS 98.93 FS 99.29 FS 98.99 FS 98.45 98.63FS FS 98.99 FS 99.29 FS 98.76 HP/FS 100.40 FG 92.58 FG 92.58 TC 98.29 FS 97.79 TC 97.81 FS/RIM 97.31 TC 98.22 FS 97.72 TC 98.76 FS 98.26 TC 99.39 FS 98.89 TC 99.39 FS 98.89 TC 98.75 FS 98.25 TC 98.31 FS 97.81 TC 97.79 FS/RIM 97.29 TC 98.31 FS 97.81 RIM 99.83 RIM 99.83 RIM 99.83 RIM 99.22 (E) TC 98.82 (E) FS 98.32 (E) LIP 98.37 FS 98.82 FS 98.93 FS 98.94 FS 99.05 FS 99.25 FS/HP 99.37 FS 98.78 98.66FS FS 98.71 FS 98.74 FS 98.70 TC 98.58 FS/RIM 98.08 LIP 98.18 TC 98.64 FS 98.14 LIP 98.25 LIP 97.82 LIP 97.89 LIP 97.91 LIP 97.39 LIP 97.42 LIP 97.91 TC 98.68 FS 98.18 LIP 98.28 TC 98.68 FS 98.18 LIP 98.28 TC 98.37 FS/RIM 97.87 LIP 97.97 TC 98.31 FS/RIM 97.81 LIP 97.91 LIP 98.37 LIP 98.36 LIP 99.00 LIP 99.00 (E) FS 98.98 ± (E) FS 99.76 ± (E) FS 99.60 ± 99.96FS FS 99.99 FS 99.97 LIP 98.78 TC 99.17 FS 98.67 LIP 98.67 TC 99.06 FS 98.56 TC 98.74 FS/RIM 98.24 LIP 98.34 TC 98.57 FS 98.07 LIP 98.17LIP 98.13 TC 98.53 FS 98.03 TC 98.02 FS 97.52 LIP 97.62 TC 98.05 FS 97.55 LIP 97.65 FS 98.78 FS 98.78 98.69FS RIM 98.57 TC 98.89 FS/RIM 98.39 LIP 98.49 98 98
98 99
99 99
100
100
99 99
99 99
95 93
94 96
97 98 95 93 94 96
97 98
99 99
98 99
98 98

1.5%

1.5% 1.5% 1.5%

1.5%

2.0% 2.0% 2.0% 2.0% 2.0% 2.0%

1.5%

1.1% 1.0% 1.2%

1.5%±

0.9%±

1.8%

1.8% 2.2%± 1.0% 1.0%

1.2% 0.5%

0.5% 0.5%

1.0%

0.5%

0.5% 2.9% 1.5%

0.5% 1.1% 1.5% 1.0% 1.0%1.2% 1.0% RIM 98.72 98.67RIM RIM 98.81 ED 92.75 ED 92.75 ED 92.75 RIM 98.85 RIM 99.08 RIM 99.05 RIM 98.45 97 RIM 93.08 FG 92.58 RIM 93.08 FG 92.58 RIM 93.08 FG 92.58 RIM 93.08 FG 92.58 RIM 93.08 FG 92.58 TC 99.03 FS 98.53 99 99
N
D1.1 FS 99.07 FS 98.95 FS 99.21 FS 99.09 99
99 98
99 99 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO

PARKING VAN VAN NO PARKING NO

PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN
HR
HB

HD HD HD

HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR
HB
HD HD
HD

HD HD HD

HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO

PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SS MH SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE

NETPLEX
7-POST PORTAL CLIMBER

TURNING BAR CHINNING BAR

BELT TUNNEL

SWIGGLEKNOTS
SPIRAL CLIMBER 12 12 STR SS
16 8
8 1016 56
64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE O - REFER TO SHEET L4.16 MATCHLINE G - REFER TO SHEET L4.7
LIMIT OF WORK LIMIT OF WORK GRADING PLAN - SOUTH LOT ENTRANCE DK CS/MB 1"=20'-0" L4.8 GRADING PLAN - SOUTH LOT ENTRANCE L4.1 L4.2 L4.3 L4.4 L4.5 L4.8 L4.11 L4.12 L4.9 L4.13 L4.14 L4.6 L4.7 L4.10 L4.15 L4.16 1. EXISTING GRADES ARE BASED ON INFORMATION PROVIDED BY: KIER + WRIGHT. CONTRACTOR SHALL VERIFY EXISTING GRADES FOR ACCURACY PRIOR TO THE START OF GRADING, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 3. PROPOSED GRADES SHALL MEET EXISTING GRADES WITH A SMOOTH AND CONTINUOUS TRANSITION SO AS TO AVOID TRAPPING WATER. CONTRACTOR SHALL NOTIFY OWNER REPRESENTATIVE IF PUDDLING IS SUSPECTED AND REDIRECT WORK SO AS TO AVOID DELAY WHILE AWAITING RESPONSE. 4. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 5. FINISH GRADE OF SOFTSCAPE SHALL BE 1-1/2" BELOW FINISH SURFACE OF ADJACENT HARSCAPE IN TURF AREAS OR 2" BELOW FINISH SURFACE OF ADJACENT HARSCAPE IN PLANTING BEDS PER CITY OF ROSEVILLE PARKS, RECREATION, & LIBRARIES DEPARTMENT, UNLESS OTHERWISE NOTED ON THE GRADING PLAN. 6. IN AREAS OF CHEMICAL TREATMENT, CONTRACTOR MAY UTILIZE DISCING OF ORGANICS INTO SURFACE SOILS IN LIEU OF STRIPPING EXISTING SURFACE ORGANICS FROM THE SITE. DISCING OPERATIONS SHOULD BE OBSERVED BY THE GEOTECHNICAL ENGINEER AND BE CONTINUOUS UNTIL THE ORGANICS ARE ADEQUATELY MIXED INTO THE SOILS. GRADING NOTES GRADING LEGEND LIMIT OF GRADING - CONFORM TO EXISTING GRADES AT THIS LINE PROPOSED CONTOUR CROWN OF FIELD, OR RIDGE LINE EXISTING CONTOUR EXISTING ELEVATION CONFORM TO EXISTING GRADE SYM DESCRIPTION LOW POINT OF SUBGRADE, SEE DRAINAGE AND UTILITY PLAN FOR ADDITIONAL INFORMATION PROPOSED FINISH GRADE ELEVATION OF SOFTSCAPE PROPOSED FINISH SURFACE ELEVATION OF HARDSCAPE LIP OF GUTTER ELEVATION RIM ELEVATION OF DRAIN TOP OF CURB FS 101.00 FG 101.00 LIP 101.00 RIM 101.00 TC 101.00 PROPOSED FINISH SUGRADE ELEVATION SG 101.00 TOP OF STAIR ELEVATION TS 101.00 FINISHED FLOOR ELEVATION FFE 101.00 FLOW DIRECTION IN SOFTSCAPE CENTER LINE OF SWALE/VALLEY GUTTER LIMIT OF WORK 101 PROPOSED FINISH SYNTHETIC TURF ELEVATION/ TOP OF INFILL ELEVATION, SEE DETAIL F ON D2.2 FOR FIELDS AND DETAIL H ON D2.2 FOR PLAY AREA FT 101.00 CUT (CY): 47,280 FILL (CY): 47,280 VOLUMES (CY) CUT: 1 FILL: 1 COMP/RATIO 0 CUT/FILL NET BALANCE (CY) EARTHWORK CALCULATION NOTE: CALCULATIONS ARE FOR REFERENCE ONLY. VALUES DO NOT INCLUDE SHRINKAGE AND SWELL FACTORS. FLOW LINE OF VALLEY GUTTER FL 101.00 1.00% SLOPE AND DIRECTION IN FINISHED SURFACE CROWN OF ROAD GRADE BREAK COBBLE ENERGY DISSIPATOR, REFER TO DRAINAGE PLANS ED 101.00 TOP OF SEATWALL TW 101.00 REFER TO DETAIL B, L4.18 FOR ADDITIONAL INFORMATION Not for Construction
For Council Approval
PHILLIP ROAD WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND WETLAND WETLAND NO PARKING R FS 95.57 95.62FS 93.65FS TC/FS 96.66 TC/FS 96.29 TC/FS 96.90 TC 96.31 FS 95.81 TC 96.82 FS 96.32 TC 95.99 FS 95.49 TC 94.73 FS 94.23 TC 92.89 FS 92.39 TC 93.50 FS 93.00 96.77RIM FS 96.93 FT 96.91 FS 96.93 FT 96.91 FS 97.74 FT 97.72 FS 94.99 FS 94.99 FS 95.55 96.12FS RIM 94.50 RIM 94.50 FS 95.49 FS 95.22 FS 95.18 FS 95.14 TC 96.04 FS 95.54 96.07FS 96.14FS 94.96RIM FFE 95.27 FFE 95.27 FFE 95.27 FFE 95.27 FFE 95.27 FFE 95.27 FFE 95.27 FS 95.32 95.68FS FS 95.32 95.68FS FS 95.21 95.56FS FS 96.93 FT 96.91 96.93TC FS (PAD) 96.04 FS 95.79 FS (PAD) 96.25 FS 96.00 TC 96.05 FS 95.55 FS 93.87 FS 94.27 FS 94.70 FS 95.14 95.76FS FS 95.91 95 9595
93 94 95 95 93 94
93 94 95
96 97 96 1.0% 1.5% 1.8% 0.5%

1.0%

1.5% 96.93RIM RIM 95.23 FT 96.95 RIM 96.74 FT 97.34 RIM 97.13 FT 97.34 RIM 97.13 FT 96.96 RIM 96.75 95.46FS 95.46FS RIM 95.11 FS 95.28 FS 95.54 FS 95.13

4.1% 1.5% 1.5% 1.5% TC 93.81 FS 93.31 95 929394 FS 94.20 FS 94.14 FS 93.94 FS 94.02 TC 93.68 FS 93.18 FS 94.23 FS 95.38 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

LIMIT OF WORK

LIMIT OF WORK
Not for Construction
For Council Approval

R R R R R R R R R R R R R R R R R R R R R
SG

2.0%
SG

2.0% 96.93FS 96.35FS 96.93FS FS 96.93 96.93FS 96.35FS FS 97.74 FT 97.72 TC/FS 98.04 FT 98.02 FT 97.72 TC/FS 97.23 FT 97.21 FT 96.91 TC/FS 97.23 FT 97.21 FT 96.91 TC 96.93 FT 96.91 TC 96.93 FT 96.91 96.93FS 96.93FS TC/FS 97.23 TC 97.23 FT 96.91 FT 96.91 FT 96.91 FT 96.91 FT 96.91 FT 96.91 FT 96.91 FT 96.91 96.59RIM 9797 9898 96 97 98 98 FT / SG 0.65% FT / SG 0.65%
FT / SG 0.65% FT / SG 0.65%

1.5%

1.5% FT 96.92 FT 96.92 FT 96.92 FT 96.92 FT 96.92 FT 96.92 FT 96.92 FT 96.92 FT 96.95 FT 97.34 FT 96.96 FT 97.34 RIM 97.13 FT 96.96 RIM 96.75 FT 97.34 RIM 97.13 FT 96.95 RIM 96.74 FT 97.34 95 96 97 FS 94.42 94.60FS 96.70FS 96.88FS 95.56FSFS 95.74 FS 97.72 FS 97.90 FS FS TC 97.17 96.93FS TC 98.17 TC 97.17 TC 97.17 FS 96.93 TC 98.17 TC 97.17 96.93FS 96.91FGFT 96.91 FT 96.91 TC 97.23 96.93FSFG 96.76 96.93FS 96.76FG FG MATCHLINE I - REFER TO SHEET L4.2 MATCHLINE I - REFER TO SHEET L4.3 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

R R R R R R R R R R R R R R R R R R R R R
SG

2.0%
SG

2.0% FS 97.23 FS 96.66 FS 97.23 FS 97.23 FS 97.23 FS 96.67 TC/FS 98.34 FT 98.32 FT 98.02 TC/FS 97.53 FT 97.51 FT 97.21 TC/FS 97.53 FT 97.51 FT 97.21 FS 96.82 FG 96.57 FS 97.06 FG 96.81 TC 97.23 FT 97.21 TC 97.23 FT 97.21 FS 97.23 FS 97.23 TC/FS 97.53 TC 97.53 FT 97.21 FT 97.21 FT 97.21 FT 97.21 FT 97.21 FT 97.21 TC 97.53 TC 97.23 FG 97.06 FT 97.21 TC 97.23 FG 97.06 FT 97.21 97 96 96 97 9898 9898 97 97 FT / SG 0.65% FT / SG 0.65%
FT / SG 0.65% FT / SG 0.65%

1.5%

1.5% FT 97.22 FT 97.22 FT 97.22 FT 97.22 FT 97.22 FT 97.22 FT 97.22 FT 97.22 FT 97.25 FT 97.64 FT 97.26 FT 97.64 FT 97.64 RIM 97.43 FT 97.64 RIM 97.43 FT 97.25 RIM 97.04 FT 97.26 RIM 97.05 97 FS 96.82 FS 97.00 96.66FS 96.84FS 96.39FS 96.57FS FS 97.00 FS 97.18 96.47FS 96.65FS 96.51FS FS 96.69 FS 97.23 FG 97.21 FG 97.06 97.06FG FS 97.23 97.06FG SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

R R R R R R R R R R R R R R R R R R R R R R
SG

2.0%
SG

2.0% FS 97.53 96.94FS FS 97.53 FS 97.53 FS 97.53 96.94FS TC/FS 98.94 FT 98.92 FT 98.32 TC/FS 98.13 FT 98.11 FT 97.56 TC/FS 98.13 FT 98.11 FT 97.51 TC 97.53 FT 97.51 TC 97.53 FT 97.51 FS 97.53 FS 97.53 TC/FS 98.13 TC 98.13 FT 97.51 FT 97.51 FT 97.51 FT 97.51 FT 97.51 FT 97.51 TC 97.53 FG 97.36 FT 97.51 FT 97.51 99 97 9898 97 97 98 FT / SG 0.65% FT / SG 0.65%
FT / SG 0.65% FT / SG 0.65% 2.9%

1.5%

1.5% FT 97.52 FT 97.52 FT 97.52 FT 97.52 FT 97.52 FT 97.52 FT 97.52 FT 97.52 FT 97.55 FT 97.94 FT 97.55 FT 97.94 FT 98.15 RIM 97.94 FT 98.54 RIM 98.33 FT 98.54 RIM 98.33 FT 98.15 RIM 97.94 96.93FSFS 97.11 96.82FSFS 97.00 FS 97.17 FS 97.35 FS 97.53 FG 97.51 97.36FG 97.36FG TC 99.01 TC 98.17 FG 98.84 FS 97.53 TC 99.01 TC 98.17 97.36FG FG 98.39 TC 99.01 FG 98.09 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

R R R R R R R R R R R R R R R R R R R R
SG

2.0%
SG

2.0% FS 98.13 FS 97.54 FS 98.13 FS 98.13 FS 98.13 FS 97.54 TC/FS 99.90 FT 99.88 FT 98.92 TC/FS 99.09 FT 99.07 FT 98.11 TC/FS 99.09 FT 99.07 FT 98.11 TC 98.13 FT 98.11 TC 98.13 FT 98.11 FS 98.13 FS 98.13 TC/FS 99.09 TC 99.09 98.13 FT 98.11 FT 98.11 FT 98.11 FT 98.11 FT 98.11 FT 98.11 FT 98.11 FT 98.11 99 98 100 98 98 99 FT / SG 0.65% FT / SG 0.65%
FT / SG 0.65% FT / SG 0.65% 4.7%

1.5%

1.5% FT 98.12 FT 98.12 FT 98.12 FT 98.12 FT 98.12 FT 98.12 FT 98.12 FT 98.12 FT 98.15 FT 98.54 FT 98.15 FT 98.54 FT 98.54 RIM 98.33 FT 98.54 RIM 98.33 FT 98.15 RIM 97.94 FT 98.15 RIM 97.94 FS 97.90 FS 98.08 97.66FSFS 97.84 FS 97.82 FS 97.99 FS 98.41 FS 98.59 TC 99.09 FS 98.13 97.96FG TC 99.01 FS 98.13 97.96FG FS 98.1397.96FG FG 98.11 TC 99.01 FG 98.17 TC 99.00 FG 98.50 RIM 97.71 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

R R R R R R R R R R R R R R R R R R R R R
SG

2.0%
SG

2.0% FS 99.09 FS 98.50 FS 99.09 FS 99.09 FS 99.09 FS 98.50 TC/FS 100.20 FT 100.18 FT 99.88 TC/FS 99.39 FT 99.37 FT 99.07 TC/FS 99.39 FT 99.37 FT 99.07 99.06FS TC 99.09 FT 99.07 TC 99.09 FT 99.07 FS 99.09 FS 99.09 TC/FS 99.39 TC 99.39 FT 99.07 FT 99.07 FT 99.07 FT 99.07 FT 99.07 FT 99.07 FT 99.07 FT 99.07 100 100 98 98 98 FT / SG 0.65% FT / SG 0.65%
FT / SG 0.65% FT / SG 0.65%

1.5%

1.5% FT 99.08 FT 99.08 FT 99.08 FT 99.08 FT 99.08 FT 99.08 FT 99.08 FT 99.08 FT 99.11 FT 99.50 FT 99.11 FT 99.50 FT 99.50 RIM 99.29 FT 99.50 RIM 99.29 FT 99.11 RIM 98.90 FT 99.11 RIM 98.90 FS 98.18 98.36FS TC 99.39 FS 99.09 FG 98.92 TC 99.09 FG 98.32 TC 99.09 98.69FG 99 99 FS 99.09 FG 99.07 FG 98.92 FG 98.92 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

R R R R R R R R R R R R R R R R R R R R R
SG

2.0%
SG

2.0% FS 99.39 FS 98.83 FS 99.39 FS 99.39 FS 99.39 FS 98.78 FS 99.39 FS 99.39 TC/FS 99.99 TC/FS 100.80 FT 100.78 FT 100.18 TC/FS 99.99 FT 99.97 FT 99.37 TC/FS 99.99 FT 99.97 FT 99.37TC 99.99 FS 99.35 FG 99.10 FS 99.35 FG 99.10 TC 99.39 FT 99.37 TC 99.39 FT 99.37 FT 99.37 FT 99.37 FT 99.37 FT 99.37 FT 99.37 FT 99.37 FT 99.37 FT 99.37 100 100 98 98 98 98 FT / SG 0.65% FT / SG 0.65%
FT / SG 0.65% FT / SG 0.65%

1.5% 1.5% FT 99.39 FT 99.39 FT 99.39 FT 99.39 FT 99.39 FT 99.39 FT 99.39 FT 99.39 FT 99.42 FT 99.80 FT 99.42 FT 99.80 FT 99.80 RIM 99.59 FT 99.80 RIM 99.59 FT 99.42 RIM 99.21 FT 99.42 RIM 99.21 98 99 97.68FS97.86FS FS 97.99 FS 98.17 FS 97.82 FS 98.00 FS 97.78 97.96FS FS 97.78 97.96FS FS 97.82 FS 98.00 FS 97.82 FS 98.00 97.67FS FS 97.85 FSFS TC 99.99 FS 99.39 FG 99.22 TC 99.39 FG 99.03 TC 99.39 FG 99.15 FS 99.39 FG 99.37 FG 99.22 FG 99.22 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

R R R R R R R R R R R R R R R R R R R R
SG

2.0%
SG

2.0% FS 99.99 FS 99.40 FS 99.99 FS 99.99 FS 99.99 FS 99.38 FS 99.99 FS 99.99 FS 99.99 FT 99.97 FS 99.99 FT 99.97 FS 100.80 FT 100.78 FS 99.90 FG 99.65 98.66FS FS 97.33 FS 97.15 FS 97.35 FS 97.17 FS 97.34 FS 97.55 FS 99.90 FG 99.65 TC 99.99 FT 99.97 TC 99.99 FT 99.97 FT 99.97 FT 99.97 FT 99.97 FT 99.97 FS 99.99 FT 99.97 FT 99.97 TC 99.99 FG 99.82 FT 99.97 FT 99.97 FS 98.78FS 98.84 97 98 100 97 98 99 100 100 97 97 FT / SG 0.65% FT / SG 0.65%
FT / SG 0.65% FT / SG 0.65% 1.5% 1.5%

0.6%

1.5%

1.5% FT 99.98 FT 99.98 FT 99.98 FT 99.98 FT 99.98 FT 99.98 FT 99.98 FT 99.98 FT 100.01 FT 100.40 FT 100.01 FT 100.40 FT 100.40 RIM 100.19 FT 100.40 RIM 100.19 FT 100.01 RIM 99.80 FT 100.01 RIM 99.80 99.66FS FS 99.51 FS 99.29 FS 99.27 96.56FS96.74FS 96.82FSFS 97.00 FS 97.03 FS 97.21 FS 97.00 FS 97.18 96.81FS 96.99FS TC 99.99 FG 99.45 TC 99.99 FG 99.67 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

1.6% 4.5% 1.4% 0.6% TC 97.75 FS 97.25 98 98 97 97 96 95 94 96 97 95 TC 97.53 FS 97.03 TW 97.53 FS 97.03 TW 97.75 FS 97.25 TW 98.53 FS 98.03TW 98.76 FS 98.26 TW 98.60 FS 98.10 TW 97.94 FS 97.44 96.43FS 96.43FS 96.51FS 96.59FS 96.55FS 96.49FS 96.95FS FS 97.01 96.85FS 96.89FS 96.60FS 96.34RIM 96.39FS 96.43FS 96.43BSTS 96.85 96.86BSTS 97.28 BS 97.29 TS 97.71 96.43BS 96.85TS 96.86BSTS 97.28 TS 97.71 BS 97.29 97.96FS FS 97.79 FS 97.71 96.43FS 96.43FS 4.2% 1.5% 0.4% 1.6% 1.5% 1.0% TW 97.47 FS 96.97 TC 97.94 FS 97.44 96.85FS 1.5% 1.5% 96.50RIM 96.43FS TC 96.93 FS 96.43 TC 96.93 FS 96.43 TC 96.98 FS 96.48 TC 96.93 FS 96.43 TC 96.93 FS 96.43 TC 96.91 FS 96.41 TC 96.93 FS 96.43TC 96.93 FS 96.43 96.43FS 96.24FS 96.18FS 96.24FS 96.46FS 96.60FS 96.60FS 96.60FS 96.60FS 1.5% 1.5%

1.5%

1.5% TC 96.88 FS 96.38 96.54FS96.54FS 96.49FS 96.53FS FS 96.53 96.49FS 96.52FS96.52FS 96.47FS 96.37FS 96.27FS 96.12FS 96.06FS 96.03FSFS 95.83 FS 95.85 FS 95.98 96.19FS 1.5% 96

1.0% 1.5% RIM 95.90 FG 95.65 SG 95.68 SG 95.68 SG 95.68 SG 95.68 SG 95.68 SG 95.68 SG 95.68SG 95.68 SG 95.68 SG 95.68 1.9% 96.28FS 96.21FS SG 2.0% SG 95.15 SG 95.26SG 95.68 FS 98.17 FS 98.17 FS 97.11 FS 93.50 FS 93.50 FS 93.50 FFE 96.62 FLUSH CURB BETWEEN PLANTERS FOR ACCESS TO PLAY SURFACE, TYP. 0' 2.5' 5' 10' 15' NORTH GRADING PLAN - ENLARGEMENTS DK CS/MB 1"=5'-0" L4.17 GRADING PLAN - ENLARGEMENTS 1. EXISTING GRADES ARE BASED ON INFORMATION PROVIDED BY: KIER + WRIGHT. CONTRACTOR SHALL VERIFY EXISTING GRADES FOR ACCURACY PRIOR TO THE START OF GRADING, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 3. PROPOSED GRADES SHALL MEET EXISTING GRADES WITH A SMOOTH AND CONTINUOUS TRANSITION SO AS TO AVOID TRAPPING WATER. CONTRACTOR SHALL NOTIFY OWNER REPRESENTATIVE IF PUDDLING IS SUSPECTED AND REDIRECT WORK SO AS TO AVOID DELAY WHILE AWAITING RESPONSE. 4. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 5. FINISH GRADE OF SOFTSCAPE SHALL BE 1-1/2" BELOW FINISH SURFACE OF ADJACENT HARSCAPE IN TURF AREAS OR 2" BELOW FINISH SURFACE OF ADJACENT HARSCAPE IN PLANTING BEDS PER CITY OF ROSEVILLE PARKS, RECREATION, & LIBRARIES DEPARTMENT, UNLESS OTHERWISE NOTED ON THE GRADING PLAN. 6. IN AREAS OF CHEMICAL TREATMENT, CONTRACTOR MAY UTILIZE DISCING OF ORGANICS INTO SURFACE SOILS IN LIEU OF STRIPPING EXISTING SURFACE ORGANICS FROM THE SITE. DISCING OPERATIONS SHOULD BE OBSERVED BY THE GEOTECHNICAL ENGINEER AND BE CONTINUOUS UNTIL THE ORGANICS ARE ADEQUATELY MIXED INTO THE SOILS. GRADING NOTES GRADING LEGEND LIMIT OF GRADING - CONFORM TO EXISTING GRADES AT THIS LINE PROPOSED CONTOUR CROWN OF FIELD, OR RIDGE LINE EXISTING CONTOUR EXISTING ELEVATION CONFORM TO EXISTING GRADE SYM DESCRIPTION LOW POINT OF SUBGRADE, SEE DRAINAGE AND UTILITY PLAN FOR ADDITIONAL INFORMATION PROPOSED FINISH GRADE ELEVATION OF SOFTSCAPE PROPOSED FINISH SURFACE ELEVATION OF HARDSCAPE LIP OF GUTTER ELEVATION RIM ELEVATION OF DRAIN TOP OF CURB FS 101.00 FG 101.00 LIP 101.00 RIM 101.00 TC 101.00 PROPOSED FINISH SUGRADE ELEVATION SG 101.00 TOP OF STAIR ELEVATION TS 101.00 FINISHED FLOOR ELEVATION FFE 101.00 FLOW DIRECTION IN SOFTSCAPE CENTER LINE OF SWALE/VALLEY GUTTER LIMIT OF WORK 101 PROPOSED FINISH SYNTHETIC TURF ELEVATION/ TOP OF INFILL ELEVATION, SEE DETAIL F ON D2.2 FOR FIELDS AND DETAIL H ON D2.2 FOR PLAY AREA FT 101.00 CUT (CY): 47,280 FILL (CY): 47,280 VOLUMES (CY) CUT: 1 FILL: 1 COMP/RATIO 0 CUT/FILL NET BALANCE (CY) EARTHWORK CALCULATION NOTE: CALCULATIONS ARE FOR REFERENCE ONLY. VALUES DO NOT INCLUDE SHRINKAGE AND SWELL FACTORS. FLOW LINE OF VALLEY GUTTER FL 101.00 1.00% SLOPE AND DIRECTION IN FINISHED SURFACE CROWN OF ROAD GRADE BREAK COBBLE ENERGY DISSIPATOR, REFER TO DRAINAGE PLANS ED 101.00 TOP OF SEATWALL TW 101.00 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

1.0%

1.9%

1.9% FL 98.14 FL 98.33 FL 98.23 0.4% 98.61FS LIP 98.23 FS 98.53 FS 98.54 FL 98.36 LIP 98.46 LIP 98.46 LIP 98.51 FS 98.67 FS 98.85 1.5% SDMH 0.5% 1.5% TC/FS 92.90 TC 93.50 FS 93.00 TC 93.18 FS 92.68 TC 93.55 FS 93.05 TC 93.45 FS 92.95 1.2%1.5% TC/FS 93.30 LIP 92.79 FL 92.59 LIP 92.74 TC/FS 93.14TC/FS 93.12 TC/FS 93.60 TC/FS 93.24 TC 93.74 FS 93.24 2.6% 1.5% TC 93.72 FS 93.22 LIP 93.06 FL 92.91 LIP 92.96 LIP 93.18 LIP 92.94 FS 93.17 TC 93.47 FS 92.97 LIP 93.01 2.6%

1.5% 1.6% 1.7% FL 92.62 FL 93.01 1.7% 1.5% 0.2% 93 93 94 RIM 93.23 2.9% 1.5% LIP 92.72 LIP 92.69 TC 93.45 FS 92.95 TC 93.46 FS 92.96 FS 93.03 FS 93.12 FS 93.58 TC 93.49 FS 92.99 1.7%1.9% SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

Not for Construction
For Council Approval

WESTBROOK BOULEVARD BROOKSTONE DRIVE WESTBROOK BOULEVARD WESTBROOK BOULEVARD

PHILLIP ROAD WETLAND SETBACK WETLAND SETBACK WETLAND HIGH WATER LINE WETLAND HIGH WATER LINE SETBACK WETLAND SETBACK WETLAND SETBACKWETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND WETLAND WETLAND WETLAND WETLAND HIGH WATER LINE WETLAND HIGH WATER LINE SETBACK BUS PARKING PASSENGER DROP OFF NO PARKING

VAN VAN
NO

PARKING NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR HB HD HD HD HD HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY HD SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING SS MH SS MH SSMH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN BUS PARKING BUS PARKING BUS PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

WESTBROOK BOULEVARD DURANGO WAY

BROOKSTONE DRIVE

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING EV CHARGING ONLY HR HB HD HD HD HD HD HD HB EV CAPABLE SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SS MH SS MH SS MH SSMH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE SDMH HD BUS PARKING BUS PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKINGNO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK DEMOLITION PLAN - PLAYGROUND 1"=20'-0" L3.1 DEMOLITION PLAN - PLAYGROUND L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS WESTBROOK BOULEVARD PHILLIP ROAD 33 3 3 3 3 3 10 K H G D D K H G F F F H H H F D D D F A A B B B H H A J X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

HB HD HD HD HD HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR HB HD HD HD HD HD HD HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SS MH SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE NETPLEX 7-POST PORTAL CLIMBER TURNING BAR CHINNING BAR BELT TUNNEL SWIGGLEKNOTS SPIRAL CLIMBER 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE H - REFER TO SHEET L3.9 MATCHLINE I - REFER TO SHEET L3.10 MATCHLINE A - REFER TO SHEET L3.1
MATCHLINE B - REFER TO SHEET L3.3 DEMOLITION PLAN - NORTH PARKING LOT 1"=20'-0" L3.2 DEMOLITION PLAN - NORTH PARKING LOT L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS BROOKSTONE DRIVE WESTBROOK BOULEVARD 21212 9 4 9 12 M K H L D D G H H D D D D D R G G 1 A B A B 1 H D 3 9 H D D G G H X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

HB HD HD HD HD HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR HB HD HD HD HD HD HD HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SS MH SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE NETPLEX 7-POST PORTAL CLIMBER TURNING BAR CHINNING BAR BELT TUNNEL SWIGGLEKNOTS SPIRAL CLIMBER 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE J - REFER TO SHEET L3.11 MATCHLINE B - REFER TO SHEET L3.2
MATCHLINE C - REFER TO SHEET L3.4 DEMOLITION PLAN - NORTH LOT ENTRANCE 1"=20'-0" L3.3 DEMOLITION PLAN - NORTH LOT ENTRANCE L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 MATCHLINE I - REFER TO SHEET L3.10 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS WESTBROOK BOULEVARD 3 3 11 12 K H G D H H H H D D F F A B B A B 1 D H C D X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

HB HD HD HD HD HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR HB HD HD HD HD HD HD HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SS MH SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE NETPLEX 7-POST PORTAL CLIMBER TURNING BAR CHINNING BAR BELT TUNNEL SWIGGLEKNOTS SPIRAL CLIMBER 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE J - REFER TO SHEET L3.11 MATCHLINE C - REFER TO SHEET L3.3
MATCHLINE D - REFER TO SHEET L3.5 DEMOLITION PLAN - FIELD 41"=20'-0" L3.4 DEMOLITION PLAN - FIELD 4 L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 MATCHLINE K - REFER TO SHEET L3.12 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS 3 3 10 10 L K H H H D B D A B LH AH X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

HB HD HD HD HD HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR HB HD HD HD HD HD HD HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SS MH SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE NETPLEX 7-POST PORTAL CLIMBER TURNING BAR CHINNING BAR BELT TUNNEL SWIGGLEKNOTS SPIRAL CLIMBER 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE D - REFER TO SHEET L3.4
MATCHLINE E - REFER TO SHEET L3.6 MATCHLINE K - REFER TO SHEET L3.12 DEMOLITION PLAN - FIELD 61"=20'-0" L3.5 DEMOLITION PLAN - FIELD 6 L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 MATCHLINE L - REFER TO SHEET L3.13 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS DURANGO WAY 3 3 C K H C G H D D D G D A A B B H 8 M K E DD H GC 8 C C X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

HB HD HD HD HD HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR HB HD HD HD HD HD HD HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SS MH SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE NETPLEX 7-POST PORTAL CLIMBER TURNING BAR CHINNING BAR BELT TUNNEL SWIGGLEKNOTS SPIRAL CLIMBER 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE E - REFER TO SHEET L3.5
MATCHLINE F - REFER TO SHEET L3.7 MATCHLINE M - REFER TO SHEET L3.14 DEMOLITION PLAN - FIELD 81"=20'-0" L3.6 DEMOLITION PLAN - FIELD 8 L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 MATCHLINE N - REFER TO SHEET L3.15 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS 3 3 1 6 C D D H H D D F F A B A B B H B B H K 5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

HB HD HD HD HD HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR HB HD HD HD HD HD HD HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SS MH SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE NETPLEX 7-POST PORTAL CLIMBER TURNING BAR CHINNING BAR BELT TUNNEL SWIGGLEKNOTS SPIRAL CLIMBER 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE N - REFER TO SHEET L3.15 MATCHLINE F - REFER TO SHEET L3.6
MATCHLINE G - REFER TO SHEET L3.8 MATCHLINE O - REFER TO SHEET L3.16 DEMOLITION PLAN - SOUTH PARKING LOT 1"=20'-0" L3.7 DEMOLITION PLAN - SOUTH PARKING LOT L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS

BROOKSTONE
3 3 10 12 13 10
2 12 10
212 1114
6 13 13
LR M
H
C
C
H
H
D
D
D
D
F
S G 14
H
H
I
1 A

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

X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO

PARKING VAN VAN NO PARKING NO

PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN
HR
HB

HD HD HD

NETPLEX
7-POST PORTAL CLIMBER

TURNING BAR CHINNING BAR

BELT TUNNEL

AITEMS TO BE PROTECTED
BC
E
FG
H

IITEMS TO BE DEMOLISHED AND/OR REMOVED
1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB D
JK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS.

X
X
X
X
X
X
P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LM
NO
23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION.

PQRS

PHILLIP ROAD WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND PHILLIP ROAD WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND SETBACK WETLAND P 3 3 10 10 L AI N QP PQ F F FF I Q A B 3 3 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 3 H H SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

LIMIT OF WORK
LIMIT OF WORK DEMOLITION PLAN - MAINTENANCE YARD 1"=20'-0" L3.9 DEMOLITION PLAN - MAINTENANCE YARD L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS P P P P P P P P P P P P P P P P P Q Q Q P O L E O O O PQ IPQ E Q P SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

HB HD HD HD HD HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR HB HD HD HD HD HD HD HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SS MH SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE NETPLEX 7-POST PORTAL CLIMBER TURNING BAR CHINNING BAR BELT TUNNEL SWIGGLEKNOTS SPIRAL CLIMBER 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE I - REFER TO SHEET L3.2 MATCHLINE Q - REFER TO SHEET L3.11
MATCHLINE P - REFER TO SHEET L3.9 LIMIT OF WORK DEMOLITION PLAN - FIELD 11"=20'-0" L3.10 DEMOLITION PLAN - FIELD 1 L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 MATCHLINE I - REFER TO SHEET L3.3 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS P P P P P L O O PQ I Q E E PQ I Q P P P SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

HB HD HD HD HD HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR HB HD HD HD HD HD HD HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SS MH SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE NETPLEX 7-POST PORTAL CLIMBER TURNING BAR CHINNING BAR BELT TUNNEL SWIGGLEKNOTS SPIRAL CLIMBER 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE J - REFER TO SHEET L3.3 MATCHLINE Q- REFER TO SHEET L3.10
MATCHLINE R - REFER TO SHEET L3.12 LIMIT OF WORK DEMOLITION PLAN - FIELD 21"=20'-0" L3.11 DEMOLITION PLAN - FIELD 2 L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 MATCHLINE J - REFER TO SHEET L3.4 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS P P P P P P P P P P P P P P P P P P P P P E O PQ I PQ Q E E Q I SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

HB HD HD HD HD HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR HB HD HD HD HD HD HD HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SS MH SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE NETPLEX 7-POST PORTAL CLIMBER TURNING BAR CHINNING BAR BELT TUNNEL SWIGGLEKNOTS SPIRAL CLIMBER 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE R - REFER TO SHEET L3.11 MATCHLINE K - REFER TO SHEET L3.4 LIMIT OF WORK MATCHLINE S - REFER TO SHEET L3.13 DEMOLITION PLAN - FIELD 31"=20'-0" L3.12 DEMOLITION PLAN - FIELD 3 L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 MATCHLINE K - REFER TO SHEET L3.5 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
L E
O
PQ
PQ
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Q I Q I SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO

PARKING VAN VAN NO PARKING NO

PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN
HR
HB

HD HD HD

NETPLEX
7-POST PORTAL CLIMBER

TURNING BAR CHINNING BAR

BELT TUNNEL

SWIGGLEKNOTS
SPIRAL CLIMBER 12 12 STR SS
16 8
8 1016 56
64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE L - REFER TO SHEET L3.5 MATCHLINE S- REFER TO SHEET L3.12
MATCHLINE T - REFER TO SHEET L3.14 LIMIT OF WORK DEMOLITION PLAN - FIELD 51"=20'-0" L3.13 DEMOLITION PLAN - FIELD 5 L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE.

AITEMS TO BE PROTECTED
BC
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FG
H

PQRS
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
O
PQ
PQ
I O
8 8 Q
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8 8 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO

PARKING VAN VAN NO PARKING NO

PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN
HR
HB

HD HD HD

NETPLEX
7-POST PORTAL CLIMBER

TURNING BAR CHINNING BAR

BELT TUNNEL

SWIGGLEKNOTS
SPIRAL CLIMBER 12 12 STR SS
16 8
8 1016 56
64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE M - REFER TO SHEET L3.6 MATCHLINE T - REFER TO SHEET L3.13
MATCHLINE U - REFER TO SHEET L3.15 LIMIT OF WORK DEMOLITION PLAN - FIELD 71"=20'-0" L3.14 DEMOLITION PLAN - FIELD 7 L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE.

AITEMS TO BE PROTECTED
BC
E
FG
H

PQRS
P P P P P P P P P P P P P P P P P P P P PP P P O PL PQ PQ I P PQ I O H SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

HB HD HD HD HD HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR HB HD HD HD HD HD HD HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SS MH SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE NETPLEX 7-POST PORTAL CLIMBER TURNING BAR CHINNING BAR BELT TUNNEL SWIGGLEKNOTS SPIRAL CLIMBER 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE N - REFER TO SHEET L3.7 MATCHLINE U - REFER TO SHEET L3.14
MATCHLINE V - REFER TO SHEET L3.16 LIMIT OF WORK MATCHLINE N - REFER TO SHEET L3.6 DEMOLITION PLAN - FIELD 91"=20'-0" L3.15 DEMOLITION PLAN- FIELD 9 L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS P P P P P P P P P P P P P P P P P P P P P O N L PQ I P Q Q X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

HB HD HD HD HD HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR HB HD HD HD HD HD HD HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SS MH SS MH SS MH SS MH SS MH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE NETPLEX 7-POST PORTAL CLIMBER TURNING BAR CHINNING BAR BELT TUNNEL SWIGGLEKNOTS SPIRAL CLIMBER 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN SDMH HD BUS PARKING BUS PARKING BUS PARKING BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE O - REFER TO SHEET L3.8 MATCHLINE V - REFER TO SHEET L3.15
LIMIT OF WORK LIMIT OF WORK MATCHLINE O - REFER TO SHEET L3.7 DEMOLITION PLAN - FIELD 101"=20'-0" L3.16 DEMOLITION PLAN - FIELD 10 L3.1 L3.2 L3.3 L3.4 L3.5 L3.8 L3.11 L3.12 L3.9 L3.13 L3.14 L3.6 L3.7 L3.10 L3.15 L3.16 EDGEBANDS, CURBS AND/OR CURBS AND GUTTERS TO REMAIN AND BE PROTECTED HARDSCAPE TO REMAIN AND BE PROTECTED. ELECTRICAL BOX AND/OR ASSOCIATED CONDUIT AND WIRES, TO REMAIN AND BE PROTECTED. REFER TO ELECTRICAL PLANS. DOMESTIC WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. RECYCLED WATER LINE AND/OR VALVE AND ASSOCIATED ITEMS TO REMAIN AND BE PROTECTED. SANITARY SEWER LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. STORM DRAIN LINE AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. UTILITY LINES AND/OR STRUCTURES TO REMAIN AND BE PROTECTED. FENCING, GATES AND ASSOCIATED COMPONENTS TO REMAIN AND BE PROTECTED. BOLLARD AND/OR POST TO REMAIN AND BE PROTECTED. STREET LIGHT INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. SIGN, POST, AND ACCOMPANYING ITEMS TO REMAIN AND BE PROTECTED. FIRE HYDRANT TO REMAIN AND BE PROTECTED. MONUMENT TO REMAIN AND BE PROTECTED. POWER POLE INCLUDING FOOTING AND ELECTRICAL COMPONENTS, TO REMAIN AND BE PROTECTED. GAS LINE TO REMAIN AND BE PROTECTED. OVERHEAD UTILITY LINES TO REMAIN AND BE PROTECTED RECYCLED WATER LINE TO BE ABANDONED IN PLACE. STUB TO BE LOCATED AT BACK OF WALK. SANITARY SEWER LINE TO BE ABANDONED IN PLACE. AITEMS TO BE PROTECTED BCEFGHIITEMS TO BE DEMOLISHED AND/OR REMOVED 1 CURB AND ALL BASE MATERIAL TO BE DEMOLISHED AND REMOVED. ELECTRICAL ITEMS TO BE DEMOLISHED AND REMOVED. REFER TO ELECTRICAL PLANS. FENCING AND ASSOCIATED COMPONENTS AND FOOTINGS SHALL BE DEMOLISHED AND REMOVED. TERMINATE FENCE TO NEAREST POST. DRAIN STRUCTURES TO BE DEMOLISHED AND REMOVED. HARDSCAPE, INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT. BOLLARD AND FOOTING TO BE DEMOLISHED AND REMOVED, CONCRETE PAD TO BE DEMOLISHED AND REMOVED. POWER POLE, FOOTING, GUY WIRES, ELECTRICAL COMPONENTS AND OVERHEAD LINE TO BE REMOVED BY ROSEVILLE ELECTRIC PRIOR TO START OF PROJECT. WATER UTILITY AND ASSOCIATED ITEMS TO BE DEMOLISHED AND REMOVED. SIGN, POST AND FOOTINGS TO BE DEMOLISHED AND REMOVED. STREET LIGHT, POST, AND FOOTINGS TO BE REMOVED AND RELOCATED. TRAFFIC SIGNAL PULL BOXES, CONDUITS AND WIRES TO BE RELOCATED BY CONTRACTOR DURING DRIVE WAY CONSTRUCTION. UTILITY BOX TO BE REPLACED WITH TRAFFIC RATED BOX AND LID. CABLE TV BOX TO BE REMOVED AND RELOCATED BY CITY OF ROSEVILLE. CONTRACTOR TO COORDINATE WITH CITY OF ROSEVILLE MONUMENT TO BE DEMOLISHED AND REMOVED. DEMOLITION ITEMS 1. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF ALL WORK CONTAINED IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROVIDE THE REQUIRED COORDINATION FOR THEIR TEMPORARY DISCONNECTION, PROTECTION, REMOVAL AND/OR STORAGE AS MAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH THE DEVELOPER TO DETERMINE WHETHER TEMPORARY SERVICES ARE NECESSARY. 3. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT EXTENT AND DEPTH OF SITE DEMOLITION REQUIRED AND VERIFY COMPLIANCE WITH DRAWINGS. THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 5. ALL EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN "AS-WAS" OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 6. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL INSTALL SELF-SUPPORTING INTERLOCKING CHAIN-LINK TEMPORARY CONSTRUCTION FENCING TO ENCLOSE AND SECURE THE PROJECT AREA LIMIT OF WORK. THE FENCING SHALL CONTAIN PEDESTRIAN AND/OR VEHICULAR ACCESS GATES AS NECESSARY AND SHALL BE MINIMUM 6 FEET HIGH WITH A TOP AND BOTTOM RAIL WITH KNUCKLED TOP AND BOTTOM SELVAGE (NO BARBED WIRE PERMITTED). SHALL INCLUDE FULL HEIGHT GREEN SHADE CLOTH COVERING. THE CONSTRUCTION FENCING WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 7. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT SCHEDULED FOR REMOVAL BY INSTALLING TEMPORARY 4 FOOT HIGH "BLAZE ORANGE" CONSTRUCTION SAFETY FENCING AT THE DRIPLINE OR PERIMETER. THE FENCING SHALL BE SECURED WITH DRIVEN METAL STAKES. ALL TREE PROTECTION WORK SHALL BE SUBJECT TO THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 8. DEMOLITION SHALL INCLUDE THE REMOVAL OF ITEM AND ANY FOUNDATION OR STRUCTURAL SUPPORT RELATED TO ITEM FOR PLANT MATERIAL THIS SHALL INCLUDE STUMPS AND ROOTS OVER 2 INCHES IN DIAMETER. DISPOSAL SHALL BE OFF-SITE IN A LEGAL MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 9. REFER TO SPECIFICATIONS FOR ADDITIONAL CLEARING, GRUBBING, TOPSOIL STOCKPILING AND OTHER PERTINENT INFORMATION. LIMIT OF WORK SYM DESCRIPTION DEMOLITION LEGEND EXISTING SURFACE VEGETATION TO BE REMOVED PER SPECIFICATIONS. EXISTING TOP SOIL SHALL BE REMOVED FROM SITE PER GEOTECHNICAL REPORT. REFER TO SPECIFICATIONS FOR INFORMATION. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PER CALGREEN GUIDELINES AND CODES. EXISTING HARDSCAPE PAVING INCLUDING BASE MATERIAL TO BE DEMOLISHED AND REMOVED PER CALGREEN GUIDELINES AND CODES. FOR CONCRETE PAVING, CONTRACTOR TO SAWCUT AT NEAREST EXPANSION/SCORE JOINT LIMIT OF CLEAR AND GRUB DJK TEMPORARY CONSTRUCTION FENCING. TEMPORARY FENCE CAN BE ADJUSTED BASED ON CONSTRUCTION NEEDS PER THE OWNER'S REPRESENTATIVE APPROVAL OR BY THE CITY OF ROSEVILLE'S DIRECTION. FOR TEMPORARY CONSTRUCTION FENCING ALONG THE STREET SIDE, CONTRACTOR SHALL INSTALL WEIGHTED POST ANCHORS TO AVOID POSSIBLE WIND BLOWING OF FENCE PANELS ONTO STREET TRAFFIC. CONTRACTOR TO KEEP SIDEWALK OPEN THROUGHOUT CONSTRUCTION. SIDEWALK TO BE CLOSED ONLY AT SPECIFIC AREAS WITH PEDESTRIAN ACCESS SAFELY PROVIDED AROUND THE CLOSED PORTION OF SIDEWALK. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE CITY FOR ANY NECESSARY PERMITS. X X X X X X P REMOVE EXISTING TREES TREE TO REMAIN AND BE PROTECTED. REFER TO SPECIFICATIONS SAWCUT EXISTING ASPHALT PAVING LMNO23456789101112131415 DEMOLITION NOTES DEMOLISH AND REMOVE EXISTING CURB, UTILITY LINE, AND/OR FENCE, INCLUDING POSTS, FABRIC, CURBS, EDGEBANDS AND ASSOCIATIVE FOOTINGS. REFER TO DEMOLITION ITEMS FOR MORE INFORMATION. PQRS

WESTBROOK BOULEVARD

VAN VAN
NO

PARKING NO

PARKING
NO

PARKING
VAN EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY CHARGING EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY SDMH SSMH 12 12 NO PARKING 1 1 1 11 1 1 HARDSCAPE NATURAL TURF PLAYGROUND SURFACING PLAYGROUND SURFACING PLANTER PLAYGROUND SURFACING HARDSCAPE HARDSCAPE LANDSCAPING LANDSCAPING BIORETENTION HARDSCAPE HARDSCAPE LANDSCAPING LANDSCAPING LANDSCAPING HARDSCAPE 1 1 1 1 1 1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LANDSCAPING HARDSCAPE HARDSCAPE 1 1 INLET SEDIMENT CONTROL INSTALLATION (CITY OF ROSEVILLE STANDARD BMP-7) NTS STORM DRAIN INLET PROTECTION INSTALLATION (CITY OF ROSEVILLE STANDARD BMP-11) NTS SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK EROSION AND SEDIMENT CONTROL PLAN - PLAYGROUND RN MB 1"=20'-0" L2.1 EROSION AND SEDIMENT CONTROL PLAN - PLAYGROUND BCL2.1 L2.2 L2.3 L2.4 L2.5 L2.8 L2.11 L2.12 L2.9 L2.13 L2.14 L2.6 L2.7 L2.10 L2.15 L2.16 X MATCHLINE H - REFER TO SHEET L2.9 EROSION AND SEDIMENT CONTROL LEGEND FIBER ROLL BARRIER. DURING CONSTRUCTION CONTRACTOR TO INSTALL AT BACK OF CURB AND ADJUST FILTER ROLL BARRIER ONCE CONCRETE SIDEWALKS HAVE BEEN CONSTRUCTED. LIMIT OF WORK SYM DESCRIPTION EROSION AND SEDIMENT CONTROL NOTESDTL REF 1. THIS PROJECT IS CONSIDERED A REGULATED PROJECT AS DEFINED BY THE WEST PLACER STORM WATER QUALITY DESIGN MANUAL. THE CURRENT VERSION OF THE MANUAL SHOULD BE USED FOR NECESSARY DOCUMENTATION AND VALIDATION OF PROPOSED STORMWATER TREATMENT DEVICES AND LID MEASURES. THE MANUAL CAN BE LOCATED AT HTTP://WWW.PLACER.CA.GOV/LOWIMPACTDEVELOPMENT. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED DURING THE FIRST WEEK OF CONSTRUCTION. 3. EROSION AND SEDIMENT CONTROL SHALL REMAIN THROUGHOUT CONSTRUCTION AND BE REMOVED AND DISPOSED OF DURING MAINTENANCE PERIOD. 4. EROSION AND SEDIMENT CONTROL MAY BE ADJUSTED THROUGH CONSTRUCTION WITH APPROVAL OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 5. CONTRACTOR SHALL SWEEP STREETS AND PARKING AREAS AFFECTED BY CONSTRUCTION WITH STREET SWEEPER AS REQUIRED TO KEEP PAVING CLEAN OF CONSTRUCTION DEBRIS. 6. REFER TO SHEET C0.2 FOR THE CITY OF ROSEVILLE'S PUBLIC IMPROVEMENTS EROSION AND SEDIMENT CONTROL NOTES. 7. THIS EROSION AND SEDIMENT CONTROL PLAN IS FOR REFERENCE ONLY. THE PROJECT SWPPP IS THE ACTIVE AND OFFICIAL DOCUMENT FOR THE PROJECT. CONCRETE WASHOUT AREA - PROVIDE A WASHOUT BIN FOR CONSTRUCTION WASHOUT AND REMOVE AT END OF CONSTRUCTION. CONSTRUCTION STAGING AREA STABILIZED CONSTRUCTION SITE ACCESS. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT EXISTING CURB AT SITE ACCESS ANY DAMAGE CAUSED SHALL BE REPAIRED TO THE SATISFACTION OF THE DEVELOPER'S/DEVELOPER'S REPRESENTATIVE. DIRECTION OF SURFACE FLOW STORM DRAIN INLET PROTECTION. CONTRACTOR TO PROVIDE APPLICABLE PROTECTION METHOD AT EACH NOTED DRAINAGE STRUCTURE PER THE CITY OF ROSEVILLE STANDARDS. B/C L2.1AL2.3BL2.2AL2.2 TEMPORARY CONSTRUCTION FENCING. REFER TO DEMOLITION PLAN FOR ADDITIONAL INFORMATION. X X 1 ANTICIPATED DISCHARGE LOCATION, VISUAL MONITORING LOCATION, AND SAMPLING LOCATION NV-X NON-VISIBLE POLLUTANT SAMPLING LOCATION X WESTBROOK BOULEVARD BUS PARKING EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE SSMH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE BUS PARKING BUS PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HARDSCAPE HARDSCAPE HARDSCAPE HARDSCAPE HARDSCAPE LANDSCAPING LANDSCAPING LANDSCAPING LANDSCAPING LANDSCAPING LANDSCAPING LANDSCAPING LANDSCAPING BIORETENTION HARDSCAPE LANDSCAPING HARDSCAPE 1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 1 1 1 STABILIZED CONSTRUCTION SITE ACCESS (CITY OF ROSEVILLE STANDARD BMP-9) NTS CONCRETE WASHOUT INSTALLATION NTS SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BROOKSTONE

BUS PARKING SDMH NO PARKING
BUS PARKING BUS PARKING NO PARKING NO PARKINGNO PARKING NO PARKING NO PARKING NO PARKING NO PARKING 5 NV-2 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BIORETENTIONLANDSCAPING LANDSCAPING LANDSCAPING LANDSCAPING LANDSCAPING LANDSCAPING LANDSCAPING LANDSCAPING LANDSCAPING HARDSCAPE HARDSCAPE HARDSCAPE HARDSCAPE HARDSCAPE HARDSCAPE HARDSCAPE HARDSCAPE HARDSCAPE HARDSCAPE 11 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 1 1 1 1 1 1 1 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

LIMIT OF WORK
LIMIT OF WORK EROSION AND SEDIMENT CONTROL PLAN - MAINTENANCE YARD RN MB 1"=20'-0" L2.9 EROSION AND SEDIMENT CONTROL PLAN - MAINTENANCE YARD L2.1 L2.2 L2.3 L2.4 L2.5 L2.8 L2.11 L2.12 L2.9 L2.13 L2.14 L2.6 L2.7 L2.10 L2.15 L2.16 EROSION AND SEDIMENT CONTROL LEGEND FIBER ROLL BARRIER. DURING CONSTRUCTION CONTRACTOR TO INSTALL AT BACK OF CURB AND ADJUST FILTER ROLL BARRIER ONCE CONCRETE SIDEWALKS HAVE BEEN CONSTRUCTED. LIMIT OF WORK SYM DESCRIPTION EROSION AND SEDIMENT CONTROL NOTESDTL REF 1. THIS PROJECT IS CONSIDERED A REGULATED PROJECT AS DEFINED BY THE WEST PLACER STORM WATER QUALITY DESIGN MANUAL. THE CURRENT VERSION OF THE MANUAL SHOULD BE USED FOR NECESSARY DOCUMENTATION AND VALIDATION OF PROPOSED STORMWATER TREATMENT DEVICES AND LID MEASURES. THE MANUAL CAN BE LOCATED AT HTTP://WWW.PLACER.CA.GOV/LOWIMPACTDEVELOPMENT. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED DURING THE FIRST WEEK OF CONSTRUCTION. 3. EROSION AND SEDIMENT CONTROL SHALL REMAIN THROUGHOUT CONSTRUCTION AND BE REMOVED AND DISPOSED OF DURING MAINTENANCE PERIOD. 4. EROSION AND SEDIMENT CONTROL MAY BE ADJUSTED THROUGH CONSTRUCTION WITH APPROVAL OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 5. CONTRACTOR SHALL SWEEP STREETS AND PARKING AREAS AFFECTED BY CONSTRUCTION WITH STREET SWEEPER AS REQUIRED TO KEEP PAVING CLEAN OF CONSTRUCTION DEBRIS. 6. REFER TO SHEET C0.2 FOR THE CITY OF ROSEVILLE'S PUBLIC IMPROVEMENTS EROSION AND SEDIMENT CONTROL NOTES. 7. THIS EROSION AND SEDIMENT CONTROL PLAN IS FOR REFERENCE ONLY. THE PROJECT SWPPP IS THE ACTIVE AND OFFICIAL DOCUMENT FOR THE PROJECT. CONCRETE WASHOUT AREA - PROVIDE A WASHOUT BIN FOR CONSTRUCTION WASHOUT AND REMOVE AT END OF CONSTRUCTION. CONSTRUCTION STAGING AREA STABILIZED CONSTRUCTION SITE ACCESS. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT EXISTING CURB AT SITE ACCESS ANY DAMAGE CAUSED SHALL BE REPAIRED TO THE SATISFACTION OF THE DEVELOPER'S/DEVELOPER'S REPRESENTATIVE. DIRECTION OF SURFACE FLOW STORM DRAIN INLET PROTECTION. CONTRACTOR TO PROVIDE APPLICABLE PROTECTION METHOD AT EACH NOTED DRAINAGE STRUCTURE PER THE CITY OF ROSEVILLE STANDARDS. B/C L2.1AL2.3BL2.2AL2.2 TEMPORARY CONSTRUCTION FENCING. REFER TO DEMOLITION PLAN FOR ADDITIONAL INFORMATION. X X 1 ANTICIPATED DISCHARGE LOCATION, VISUAL MONITORING LOCATION, AND SAMPLING LOCATION NV-X NON-VISIBLE POLLUTANT SAMPLING LOCATION X FIELD 1 7 HARDSCAPE HARDSCAPE LANDSCAPINGLANDSCAPING SYNTHETIC TURF 1 1111 111 1111 1 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN NO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN HR

VAN VAN
NO

PARKING NO

PARKING
NO

PARKING
VAN EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY SDMH SS MH 12 12 STR SS 16 8 8 10
16 56
64 10

NO PARKING

VAN VAN
NO

PARKING NO

PARKING
NO

PARKING
VAN EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY SDMH SS MH 12 12 STR SS 16 8 8 10
16 56
64 10

NO PARKING

DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM
SS
SS
SS
SS
SS
SS
SS

SS SS SS DOM DOM SS SS SS
SS SS
DOM
DOM
DOM
DOM INV 94.55

DOM DOM DOM
DOM
DOM
DOM
DOM
DOM
DOM
DOM
DOM
DOM
DOM
DOM
DOM
DOM
DOM
DOM
DOM

DOM DOM PERF
PERF
PERF
PERF

PERF PERF PERF
PERF
PERF
PERF
PERF
PERF
PERF
PERF

PERF PERF PERF
PERF
PERF
PERF
PERF
PERF

PERF PERF
PERF
PERF
PERF
DOM
DOM
DOM
DOM
DOM
DOM 16" DI #7 RIM=FG+3" INV 91.61 16" DI #6 RIM=FG+3" INV 91.25 CI #2 RIM=FS INV 91.51 CI #3 RIM=FS INV IN (N) 91.21 INV IN (SE) 91.21 INV OUT (W) 91.21 CI #5 RIM=FS INV 90.50 181 LF 8" SS VCP @ MIN S=0.9% 42 LF 6" SS VCP @ MIN S=1.2% SSCO #1 RIM=FS INV 91.01 37 LF 2" DOM 254 LF 2" DOM 24" JB #5 RIM=FS INV IN (N) 92.40 INV IN (E) 90.73 INV OUT (W) 90.73 48" SSMH #1 RIM 94.28 INV IN 89.38 INV OUT 89.38 8" CO RIM=TOP INV 90.84 8" CO RIM=TOP INV 90.67 8" CO RIM=TOP INV 93.76 24" JB #15 RIM=TOR INV IN (NE PERF) 93.46 INV OUT (NW) 89.68 139 LF 8" PERF @ MIN S=0.5% 24" JB #16 RIM=TOR INV IN (NE PERF) 89.97 INV IN (SE) 89.38 INV OUT (NW) 89.38 24" JB #17 RIM=TOR INV IN (NW PERF) 89.68 INV IN (SE) 89.14
INV OUT (SW) 89.14 24" JB #6 RIM=FG INV 90.84 110 LF 6" SD @ MIN S=0.5% 84 LF 6" SD @ MIN S=0.5% SDMH #1 RIM 94.36 INV IN (NE) 89.94 INV IN (S) 86.18INV IN (NW) 86.12INV IN (W) 87.12
(E) INV OUT (W) 79.05± 24" OFR RIM 90.76 FG 90.26 INV IN 88.01 INV OUT 87.26 217 LF 12" SD @ MIN S=0.5% ED #2 INV IN 90.43 ED #1 INV IN 90.43 6" COB RIM 90.76 FG 90.26 INV 88.01 6" COB RIM 90.76 FG 90.26 INV 88.01 46 LF 6" IT @ MIN S=0.0% 90 LF 6" IT @ MIN S=0.0% 38 LF 8" SD @ MIN S=0.5%46 LF 8" SD @ MIN S=0.5% 58 LF 8" SD @ MIN S=0.5% 159 LF 15" SD @ MIN S=0.3% 58 LF 8" SD @ MIN S=0.5% 75 LF 15" SD @ MIN S=0.3% 21 LF 18" SD @ MIN S=0.3% 59 LF 10" SD @ MIN S=0.5% 20 LF 6" SD @ MIN S=0.5% 24" DI #10 RIM=FS INV 91.41 SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD

SD SD SD
SD
SD
SD
SD
SD
SD 10 LF 12" SD @ MIN S=0.3% SD CROSSING (NE-SW) INV 90.98 (SE-NW) INV 89.23 SD SD 27 LF 6" SD @ MIN S=0.5%
SD
SD
SD 24" DI #8 RIM=FS INV 93.84 27 LF 6" SD @ MIN S=0.5% 36 LF 6" SD @ MIN S=0.5% CI #4 RIM=FS 6 LF 6" SD @ INV 92.69 MIN S=0.5% 16" DI #9 RIM=FG+3" INV IN (N) 93.52 INV OUT (S) 92.83
SD SD 23 LF 12" SD @ MIN S=0.3% 24" JB #3 RIM=FG-6" INV IN (E) 91.33 INV IN (S) 91.32 INV OUT (N) 91.32 92 LF 6" SD @ MIN S=0.5% CROSSING DOM INV 92.25 MIN. SS INV 91.05 232 LF 8" PERF @ MIN S=0.5% SD
SD
SD
SD 59 LF 8" PERF @ MIN S=0.5% 496 LF 1" DOM 7 LF 1" DOM 24" JB #4 RIM=FS INV IN (E) 94.52 INV IN (N) 93.66 INV OUT (S) 93.66 SS CROSSING (E-W) SD INV 91.44 (N-S) SS INV 89.05 SS CROSSING (N-S) SD INV 91.30 (NW-SE) SS INV 89.70 4" RECYCLED WATER METER H
G
F C
K

L SS MH
SD
SD
SD
SD
SD
SD
SD 16" DI #79 RIM=FG+3" INV 86.78 16" DI #80 RIM=FG+3" INV 86.87 INV THRU 86.68 37 LF 6" SD @ MIN S=0.5% 132 LF 6" SD @ MIN S=0.5% SD 16" DI #80 RIM=FG+3" INV 86.97 29 LF 6" SD @ MIN S=0.5% SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN

NO PARKINGNO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN
HR
HB
HD
HD HD
HD

HD HD HB EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING VAN VAN EV CAPABLE EV CAPABLE EV CAPABLE EV CHARGING ONLY HR
HB
HD
HD
HD
HD
HD

SS MH SS MH SSMH SSMH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE 7-POST NETPLEX

PORTAL CLIMBER

TURNING BAR

CHINNING BAR

BELT TUNNEL

SWIGGLEKNOTS
SPIRAL CLIMBER 12 12 STR SS 16
8 8 1016 56
64 10 NO PARKING VAN SDMH

HD BUS PARKING BUS PARKING BUS PARKING
BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE H - REFER TO SHEET L5.9 MATCHLINE A - REFER TO SHEET L5.2

LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK DRAINAGE AND UTILITY PLAN - PLAYGROUND DK CS/MB 1"=20'-0" L5.1 DRAINAGE AND UTILITY PLAN - PLAYGROUND L5.1 L5.2 L5.3 L5.4 L5.5 L5.8 L5.11 L5.12 L5.9 L5.13 L5.14 L5.6 L5.7 L5.10 L5.15 L5.16 A, B D1.1 DRAINAGE & UTILITY NOTES DETAIL NUMBER SHEET NUMBER DRAINAGE & UTILITY LEGEND 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) 6" ENVELOPE OUTSIDE AND INSIDE DIAMETER OF PIPE. 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING. IN ADDITION, ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED. 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 9. REFER TO CITY STANDARD DETAIL W-39 FOR ALL WATER MAIN AND SANITARY SEWER MAIN CROSSINGS. 10. FOR SHALLOW WATER MAINS REFER TO CITY STANDARD DETAIL W-23. 11. REFER TO IRRIGATION SHEET SERIES FOR FOR POTABLE WATER LINES. SYM DESCRIPTION -- INVLF LINEAR FEET S=0.5% MIN. MINIMUM INVERT SLOPE RIM RIM ELEVATION TOR TOP OF ROCK ELEVATION DRAINAGE & UTILITY LEGEND SANITARY SEWER LINE. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-1. SIZE AND SLOPE PER PLAN PERFORATED SUBDRAIN LINE. SLOPE PER PLANS - PERF 8" UNLESS OTHERWISE NOTED
SS SOLID WALL STORM DRAIN. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS, REFER TO CITY STANDARD DETAIL TB-2. SIZE AND SLOPE PER PLAN SD
SANITARY SEWER CLEANOUT (SSCO), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-5.

DOM DOMESTIC WATER LINE. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. FOR 3" AND GREATER, REFER TO CITY STANDARD DETAIL W-1. FOR 2" AND SMALLER, REFER TO CITY STANDARD DETAIL W-18. SIZES PER PLAN. CLEANOUT IN BIORETENTION AREA (COB)

JUNCTION BOX (JB), SIZE PER PLAN
DROP INLET (DI), 16" ROUND IN LANDSCAPE AREAS
AND 24" ROUND IN HARDSCAPE, TYP.

CURB INLET (CI), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL DR-1. COBBLE ENERGY DISSIPATOR (ED) A DOMESTIC WATER POINT OF CONNECTION. CONTRACTOR TO VERIFY LOCATION AND OPERATING PRESSURE PRIOR TO INITIATING IMPROVEMENTS GATE VALVE, INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS, LATEST EDITION. REFER TO CITY STANDARD DETAIL W-16. SIZE PER PLAN. DOMESTIC WATER BACKFLOW PREVENTER, INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT. REFER TO CITY STANDARD DETAILS W-8 AND W-15.

B DOMESTIC WATER CONNECTION TO DRINKING FOUNTAIN
C DOMESTIC WATER CONNECTION TO BUILDING, SEE PLUMBING PLANS FOR CONTINUATION DOMESTIC WATER METER, TO BE PURCHASED FROM THE CITY. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS, LATEST EDITION. BFMD SANITARY SEWER POINT OF CONNECTION. GROUT ALL NEW AND EXISTING CONNECTIONS WATER TIGHT. CONTRACTOR TO VERIFY LOCATION AND INVERT PRIOR TO INITIATING SEWER IMPROVEMENTS. ANY DISCREPANCY TO BE PROVIDED TO OWNER IN WRITING. OVER FLOW RISER (OFR)

CLEANOUT IN SYNTHETIC TURF (CO)

DOWNSPOUT CONNECTION (DS) BOTTOM OF BIORETENTION AREA

IT INFILTRATION TRENCH AT BIORETENTION AREA, SIZE AND SLOPE PER PLAN CLEANOUT IN HARDSCAPE (COH) STORM DRAIN CONNECTION TO DRINKING FOUNTAIN SANITARY SEWER CONNECTION TO BUILDING, SEE PLUMBING PLANS FOR CONTINUATION EF 48" SANITARY SEWER MANHOLE (SSMH), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-2. STORM DRAIN POINT OF CONNECTION. GROUT ALL NEW AND EXISTING CONNECTIONS WATER TIGHT. CONTRACTOR TO VERIFY LOCATION AND INVERT PRIOR TO INITIATING DRAINAGE IMPROVEMENTS. ANY DISCREPANCY TO BE PROVIDED TO OWNER IN WRITING G
H DOWNSPOUT CONNECTION SDMH SSMH 48" STORM DRAIN MANHOLE (SDMH), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL DR-4.

CD1.1
MD1.1 HD1.1
F D1.1
KD1.1 GD1.1
L D1.1
I D1.1
KD1.1 ND1.1 I SAMPLING LOCATION N, S, E, W NORTH, SOUTH, EAST, WEST FT PROPOSED FINISH SYNTHETIC TURF ELEVATION FS PROPOSED FINISH SURFACE ELEVATION OF HARDSCAPE FG PROPOSED FINISH GRADE ELEVATION OF SOFTSCAPE MD6.1 QUICK COUPLING VALVE RAIN BIRD 44-LRC 1" BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. CONTRACTOR TO PROVIDE 44-K KEY AND SH-1 HOSE SWIVEL. DOMESTIC POTABLE WATER MAINLINE FOR MISTER SYSTEM, REFER TO L5.17 AND L5.18

J SEDIMENT TRAP, REFER TO SPECIFICATIONS (E) EXISTING

K WYE CONNECTION, FITTING VARIES PER PIPE SIZE, SEE PLANS L 48" SANITARY SEWER MANHOLE (SSMH), REFER TO CITY STANDARD DETAILS SS-2 AND SS-11 M INSTALL INSIDE DROP CONNECTION FOR INCOMING INVERTS >2' OVER OUTLET INVERT PER CITY STANDARD DETAIL SS-12 LIMIT OF WORK JUNCTION BOX IN SYNTHETIC TURF, SIZE PER PLAN DD1.1
N TO IRRIGATION SYSTEM. REFER TO IRRIGATION PLANS FOR ADDITIONAL INFORMATION. STORM DRAIN SANITARY SEWER DOMESTIC WATER HD1.1 OD1.1 TOP TOP OF PAD ELEVATION O PERFORATED PIPE TO SOLID STORM DRAIN CONNECTION DB DRAINAGE BUBBLER J D1.1 48" DRAIN INLET WITH 24" GRATE, INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL DR-4 AND DR-8. P DRAIN INLET WITH CONCENTRIC MANHOLE STRUCTURE Q EXISTING ARV R EXISTING HYDRANT

WESTBROOK BOULEVARD BUS PARKING EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE SSMH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE BUS PARKING BUS PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING

NO PARKING

NO PARKING
NO PARKING 12" BF 12" M 3" BF 3" M 3" M 3" BF DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM

DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM SS SS SS SS SS SS SS SS SS SS SS DOM
DOM
DOM DOM DOM 70 LF 4" SD @ MIN S=0.5% 76 LF 6" SD @ MIN S=0.5% PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF

DOM DOM DOM DOM DOM DOM DOM
DOM 24" DI #13 RIM=FS INV IN (N) 93.52 INV OUT (SW) 92.73 24" DI #12 RIM=FS INV 93.92 24" DI #11 RIM=FS INV 94.29 CI #13 RIM=FS INV 90.55 CI #12 RIM=FS INV 91.25 CI #11 RIM=FS INV 91.56 CI #7 RIM=FS INV 92.20 CI #8 RIM=FS INV 91.37 CI #10 RIM=FS INV 91.25 CI #9 RIM=FS INV 91.35 CI #1 RIM=FS INV 91.80 129 LF 8" SS @ MIN S=0.8% 48" SSMH #2 RIM 95.40 INV IN (N) 86.92 (E) INV OUT 75.05 (TO BE VERIFIED IN FIELD) 253 LF 3" DOM 24 LF 1" DOM 24" DI #72 RIM=FG+3" INV 89.21 86 LF 8" SD @ MIN S=0.5% 16" DI #69 RIM=FG+3" INV 92.66 16" DI #4 RIM=FG+3" INV 92.76 16" DI #3 RIM=FG+3" INV 91.83 24" JB #2 RIM=FG-6" INV IN (S) 92.28 INV IN (E) 91.71 INV OUT (N) 91.71 197 LF 2" DOM 803 LF 12" DOM TO CONNECT THE PUBLIC WATER LOOP TO THE EXISTING 12" MAIN TO THE EAST ED #3 INV IN 90.43 6" COB RIM 90.76 FG 90.26 INV 88.01 6" COB RIM 90.76 FG 90.26 INV 88.01 86 LF 6" IT @ MIN S=0.0% 236 LF 15" SD @ MIN S=0.3% 37 LF 15" SD @ MIN S=0.3% 17 LF 10" SD @ MIN S=0.3% 42 LF 12" SD @ MIN S=0.3% 165 LF 10" SD @ MIN S=0.5% 253 LF 15" SD @ MIN S=0.3% 150 LF 12" SD @ MIN S=0.5% 81 LF 12" SD @ MIN S=0.5% 62 LF 8" SD @ MIN S=0.5% 139 LF 8" SD @ MIN S=0.5% 16" DI #71 RIM=FG+3" INV IN (N) 91.84 INV IN (S) 89.97 INV OUT (W) 89.97 SD

SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 180 LF 8" SS @ MIN S=0.8% SSCO #3 RIM=FS INV 88.35 THRU 95 LF 4" SD @ MIN S=0.3% 125 LF 10" SD @ MIN S=0.3% 29 LF 10" SD @ MIN S=0.3% 8 LF 10" SD @ MIN S=0.3% SD CROSSING (N-S) INV 92.17
(E-W) INV 89.94 86 LF 6" IT @ MIN S=0.0%
SD SD SD SD 99 LF 15" SD @ MIN S=0.3% 12 LF 1" DOM 86 LF 8" SD @ MIN S=0.5% 19 LF 4" SD @ MIN S=0.5% SS CROSSING (E-W) SD INV 91.77
(N-S) SS INV 88.03 56 LF 3" DOM 32 LF 3" DOM
D
A
B E
L M
K
P SSMH SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN

NO PARKINGNO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN
HR
HB
HD
HD HD
HD

PORTAL CLIMBER

TURNING BAR

CHINNING BAR

BELT TUNNEL

SWIGGLEKNOTS
SPIRAL CLIMBER 12 12 STR SS 16
8 8 1016 56
64 10 NO PARKING VAN SDMH

HD BUS PARKING BUS PARKING BUS PARKING
BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE H - REFER TO SHEET L5.9 MATCHLINE I - REFER TO SHEET L5.10 MATCHLINE A - REFER TO SHEET L5.1
MATCHLINE B - REFER TO SHEET L5.3 DRAINAGE AND UTILITY PLAN - NORTH PARKING LOT DK CS/MB 1"=20'-0" L5.2 DRAINAGE AND UTILITY PLAN - NORTH PARKING LOT L5.1 L5.2 L5.3 L5.4 L5.5 L5.8 L5.11 L5.12 L5.9 L5.13 L5.14 L5.6 L5.7 L5.10 L5.15 L5.16 A, B D1.1 DRAINAGE & UTILITY NOTES DETAIL NUMBER SHEET NUMBER DRAINAGE & UTILITY LEGEND 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) 6" ENVELOPE OUTSIDE AND INSIDE DIAMETER OF PIPE. 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING. IN ADDITION, ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED. 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 9. REFER TO CITY STANDARD DETAIL W-39 FOR ALL WATER MAIN AND SANITARY SEWER MAIN CROSSINGS. 10. FOR SHALLOW WATER MAINS REFER TO CITY STANDARD DETAIL W-23. 11. REFER TO IRRIGATION SHEET SERIES FOR FOR POTABLE WATER LINES. SYM DESCRIPTION -- INVLF LINEAR FEET S=0.5% MIN. MINIMUM INVERT SLOPE RIM RIM ELEVATION TOR TOP OF ROCK ELEVATION DRAINAGE & UTILITY LEGEND SANITARY SEWER LINE. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-1. SIZE AND SLOPE PER PLAN PERFORATED SUBDRAIN LINE. SLOPE PER PLANS - PERF 8" UNLESS OTHERWISE NOTED
SS SOLID WALL STORM DRAIN. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS, REFER TO CITY STANDARD DETAIL TB-2. SIZE AND SLOPE PER PLAN SD
SANITARY SEWER CLEANOUT (SSCO), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-5.

JUNCTION BOX (JB), SIZE PER PLAN
DROP INLET (DI), 16" ROUND IN LANDSCAPE AREAS
AND 24" ROUND IN HARDSCAPE, TYP.

CLEANOUT IN SYNTHETIC TURF (CO)

DOWNSPOUT CONNECTION (DS) BOTTOM OF BIORETENTION AREA

CD1.1
MD1.1 HD1.1
F D1.1
KD1.1 GD1.1
L D1.1
I D1.1
KD1.1 ND1.1

I SAMPLING LOCATION N, S, E, W NORTH, SOUTH, EAST, WEST FT PROPOSED FINISH SYNTHETIC TURF ELEVATION FS PROPOSED FINISH SURFACE ELEVATION OF HARDSCAPE FG PROPOSED FINISH GRADE ELEVATION OF SOFTSCAPE MD6.1 QUICK COUPLING VALVE RAIN BIRD 44-LRC 1" BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. CONTRACTOR TO PROVIDE 44-K KEY AND SH-1 HOSE SWIVEL. DOMESTIC POTABLE WATER MAINLINE FOR MISTER SYSTEM, REFER TO L5.17 AND L5.18

J SEDIMENT TRAP, REFER TO SPECIFICATIONS (E) EXISTING

O PERFORATED PIPE TO SOLID STORM DRAIN CONNECTION DB DRAINAGE BUBBLER J D1.1 48" DRAIN INLET WITH 24" GRATE, INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL DR-4 AND DR-8.

P DRAIN INLET WITH CONCENTRIC MANHOLE STRUCTURE

Q EXISTING ARV

R EXISTING HYDRANT

BROOKSTONE DRIVE

WESTBROOK BOULEVARD PASSENGER DROP OFF VAN NO PARKING VAN EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY VAN VAN NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY

HD SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING VAN BUS PARKING BUS PARKING NO PARKING NO PARKINGNO PARKING NO PARKING

NO PARKING

BROOKSTONE DRIVE

HD SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING VAN BUS PARKING BUS PARKING NO PARKING NO PARKINGNO PARKING NO PARKING

NO PARKING

NO PARKING
3" BF
3" M DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM

DOM DOM DOM DOM
DOM
DOM DOM 76 LF 4" SD @ MIN S=0.5% 60 LF 6" SD @ MIN S=0.5% 64 LF 4" SD @ MIN S=0.5% SS PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF INV 95.46 INV 95.60 INV 95.60 INV 95.46 DOM
DOM
DOM
DOM
DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM 48 LF 6" SD @ MIN S=0.5% 24" DI #36 RIM=FS INV 92.91 24" DI #19 RIM=FS INV 94.10 24" DI #18 RIM=FS INV 94.03 24" DI #17 RIM=FS INV 94.37 24" DI #16 RIM=FS INV IN (N) 93.95 INV OUT (W) 93.35 24" DI #15 RIM=FS INV 94.27 24" DI #14 RIM=FS INV 94.67 CI #15 RIM=FS INV 90.22 CI #20 RIM=FS INV 90.40 CI #19 RIM=FS INV 91.28 CI #16 RIM=FS INV 93.10 CI #18 RIM=FS INV IN (N) 92.43 INV IN (SE) 91.96 INV OUT (NW) 91.38 CI #14 RIM=FS INV IN (NE) 92.26 INV OUT (W) 91.10 CI #6 RIM=FS INV 92.40 CI #22 RIM=FS INV 89.96 CI #21 RIM=FS INV 90.15 24 LF 1" DOM 24 LF 1" DOM 20 LF 2" DOM 66 LF 3" DOM 152 LF 3" DOM 18 LF 1" DOM 270 LF 2" DOM 24" OFR RIM 90.40 FG 89.90 INV 87.65 INV OUT 86.90 6" COB RIM 90.40 FG 89.90 INV 87.65 45 LF 6" IT @ MIN S=0.0% 43 LF 6" IT @ MIN S=0.0% ED #4 INV IN 90.07 ED #5 INV IN 90.07 6" COB RIM 90.40 FG 89.90 INV 87.65 6" COB RIM 90.40 FG 89.90 INV 87.65 SDMH #2 RIM 93.09 INV IN (N) 88.90 INV IN (SE) 86.67
(E) INV OUT (W) 80.35± 45 LF 12" SD @ MIN S=0.5% 24" OFR RIM 92.86 FG 92.36 INV IN 90.11 INV OUT 89.36 6" COB RIM 92.86 FG 92.36 INV 90.11 53 LF 6" IT @ MIN S=0.0% SDMH #3 RIM 93.25 INV IN (SE) 88.44 (E) INV OUT (W) 82.30± ED #6 INV IN 92.53 53 LF 6" IT @ MIN S=0.0% 26 LF 6" IT @ MIN S=0.0% 6" COB RIM 92.86 FG 92.36 INV 90.11 6" COB RIM 92.86 FG 92.36 INV 90.11 42 LF 8" SD @ MIN S=0.5% 128 LF 12" SD @ MIN S=0.5% 176 LF 12" SD @ MIN S=0.5% 65 LF 12" SD @ MIN S=0.5% 112 LF 8" SD @ MIN S=0.5% 39 LF 6" SD @ MIN S=0.5% 14 LF 4" SD @ MIN S=0.5% 9 LF 10" SD @ MIN S=0.5% 26 LF 6" SD @ MIN S=1.0% 133 LF 8" SD @ MIN S=0.5% 54 LF 12" SD @ MIN S=0.5% 99 LF 15" SD @ MIN S=0.3% 16" DI #70 RIM=FG+3" INV 90.39 24" JB #28 RIM=FG INV 91.04 16" DI #21 RIM=FG+3" INV 89.82 41 LF 12" SD @ MIN S=0.3% 80 LF 12" SD @ MIN S=0.3% 176 LF 8" SD @ MIN S=0.5% 92 LF 6" SD @ MIN S=0.5% 61 LF 6" SD @ MIN S=0.5% SSCO #4 RIM=FS INV 94.04 24" JB #27 RIM=FS INV IN (SE) 92.99 INV OUT (W) 91.33 22 LF 18" SD @ MIN S=0.3% 36" JB #39 RIM=FS INV IN (S) 90.32 INV IN (E) 89.28 INV OUT (NW) 88.54 SD SD SD SD SD SD SD SD
SD

SD SD SD SD SD

SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD SD
SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD

SD SD SD
SD SD SD 19 LF 4" SD
@ MIN S=0.5% 36" JB #10 RIM=FS INV IN (S) 94.54
INV THRU (E-W) 92.65 88 LF 12" SD @ MIN S=0.3% SD CROSSING (NE-SW) INV 92.34 (N-S) INV 90.30 SD CROSSING (N-S) INV 93.06 (E-W) INV 91.08 45 LF 6" IT @ MIN S=0.0% 6" COB RIM 90.40 FG 89.90 INV 87.65 30 LF 10" SD @ MIN S=0.5% SD
SD CI #17 RIM=FS INV IN (E) 91.45
INV OUT (W) 91.45 45 LF 4" SD @ MIN S=0.5% 30 LF 6" SD @ MIN S=0.5% 24 LF 8" SD @ MIN S=0.5% 24" JB #7 RIM=FS INV IN (N) 93.86 INV IN (S) 93.86 INV OUT (W) 91.72 28 LF 6" SD @ MIN S=0.5% 28 LF 6" SD @ MIN S=0.5% 21 LF 4" SD @ MIN S=0.5% 24" DI #37 RIM=FS INV 92.95 SD ED #7 INV IN 92.53 36 LF 8" SD @ MIN S=0.5% INV THRU 92.84 INV THRU 94.70 16 LF 3" DOM 28 LF 12" SD @ MIN S=0.5% 43 LF 6" IT @ MIN S=0.0% SD SD
SD
8 LF 10" SD @ MIN S=0.5% 16" DI #20 RIM=FG+3" INV 91.33 SD SD SD SD SD SD28 LF 12" SD @ MIN S=0.5% 10 LF 6" SD @ MIN S=0.5% 19 LF 4" SD @ MIN S=0.5% INV THRU 89.74 DB #1 INV IN 89.40 ABANDONED RECYCLED WATER LINE SD SD SD SD 16 LF 12" SD @ MIN S=0.5% 20 LF 18" SD @ MIN S=0.5%24 LF 1" DOM 30 LF 1" DOM 65 LF 3" DOM 22 LF 1" DOM 18 LF 3" DOM H
H
H
G
G
F
C
B
E B E
A
K
K
H
O
K
K
Q
R SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN

NO PARKINGNO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN
HR
HB
HD
HD HD
HD

PORTAL CLIMBER

TURNING BAR

CHINNING BAR

BELT TUNNEL

SWIGGLEKNOTS
SPIRAL CLIMBER 12 12 STR SS 16
8 8 1016 56
64 10 NO PARKING VAN SDMH

HD BUS PARKING BUS PARKING BUS PARKING
BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE J - REFER TO SHEET L5.11 MATCHLINE B - REFER TO SHEET L5.2
MATCHLINE C - REFER TO SHEET L5.4 DRAINAGE AND UTILITY PLAN - NORTH LOT ENTRANCE DK CS/MB 1"=20'-0" L5.3 DRAINAGE AND UTILITY PLAN - NORTH LOT ENTRANCE L5.1 L5.2 L5.3 L5.4 L5.5 L5.8 L5.11 L5.12 L5.9 L5.13 L5.14 L5.6 L5.7 L5.10 L5.15 L5.16 MATCHLINE I - REFER TO SHEET L5.10 A, B D1.1 DRAINAGE & UTILITY NOTES DETAIL NUMBER SHEET NUMBER DRAINAGE & UTILITY LEGEND 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) 6" ENVELOPE OUTSIDE AND INSIDE DIAMETER OF PIPE. 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING. IN ADDITION, ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED. 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 9. REFER TO CITY STANDARD DETAIL W-39 FOR ALL WATER MAIN AND SANITARY SEWER MAIN CROSSINGS. 10. FOR SHALLOW WATER MAINS REFER TO CITY STANDARD DETAIL W-23. 11. REFER TO IRRIGATION SHEET SERIES FOR FOR POTABLE WATER LINES. SYM DESCRIPTION -- INVLF LINEAR FEET S=0.5% MIN. MINIMUM INVERT SLOPE RIM RIM ELEVATION TOR TOP OF ROCK ELEVATION DRAINAGE & UTILITY LEGEND SANITARY SEWER LINE. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-1. SIZE AND SLOPE PER PLAN PERFORATED SUBDRAIN LINE. SLOPE PER PLANS - PERF 8" UNLESS OTHERWISE NOTED
SS SOLID WALL STORM DRAIN. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS, REFER TO CITY STANDARD DETAIL TB-2. SIZE AND SLOPE PER PLAN SD
SANITARY SEWER CLEANOUT (SSCO), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-5.

JUNCTION BOX (JB), SIZE PER PLAN
DROP INLET (DI), 16" ROUND IN LANDSCAPE AREAS
AND 24" ROUND IN HARDSCAPE, TYP.

CLEANOUT IN SYNTHETIC TURF (CO)

DOWNSPOUT CONNECTION (DS) BOTTOM OF BIORETENTION AREA

CD1.1
MD1.1 HD1.1
F D1.1
KD1.1 GD1.1
L D1.1
I D1.1
KD1.1 ND1.1

J SEDIMENT TRAP, REFER TO SPECIFICATIONS (E) EXISTING

P DRAIN INLET WITH CONCENTRIC MANHOLE STRUCTURE

Q EXISTING ARV

R EXISTING HYDRANT

WESTBROOK BOULEVARD
HR
HB
HD
HD
HD
HD
HD
HD
HB FIELD 4 SSMH SS MH SSMH WESTBROOK BOULEVARD
HR
HB
HD
HD
HD
HD
HD
HD
HB FIELD 4 SSMH SS MH SSMH DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM

DOM DOM DOM
DOM
DOM
DOM 57 LF 10" SD @ MIN S=0.3% 77 LF 10" SD @ MIN S=0.3% 67 LF 8" SD @ MIN S=0.3% SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF 77 LF 10" SD @ MIN S=0.3% 47 LF 10" SD @ MIN S=0.3% INV 95.63 INV 95.63 INV 95.40 24" DI #29 RIM=FS INV 94.26 24" DI #30 RIM=FS INV 94.03 24" DI #31 RIM=FS INV 93.89 24" DI #32 RIM=FS INV 93.66 24" DI #34 RIM=FS INV 93.35 24" DI #33 RIM=FS INV 93.49 24" DI #35 RIM=FS INV 93.15 45 LF 6" SS VCP @ MIN S=1.2% SSCO #5 RIM=FS INV 94.07 57 LF 2" DOM 28 LF 6" SS VCP @ MIN S=1.2% 24 LF 1" DOM 3 LF 1" DOM 3 LF 1" DOM 24 LF 1" DOM 24 LF 1" DOM 398 LF 3" DOM 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5%187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 24" JB #35 RIM=TOR INV IN (S) 94.58 INV IN (N) 91.23 INV OUT (W) 91.23 56 LF 15" SD @ MIN S=0.3% 116 LF 15" SD @ MIN S=0.3% 56 LF 15" SD @ MIN S=0.3% 24" JB #36 RIM=TOR INV IN (S) 94.97 INV THRU (E-W) 91.06 24" JB #37 RIM=TOR INV IN (S) 94.97 INV THRU (E-W) 90.70 24" JB #38 RIM=TOP INV IN (S) 94.58 INV IN (E) 90.52 INV OUT (NW) 90.85 24" DI #39 RIM=FS INV 94.85 48" SSMH #3 RIM 97.27 INV IN (S) 93.77 INV IN (N) 93.56 INV OUT (W) 89.97 8" CO RIM=TOP INV 95.53 8" CO RIM=TOP INV 95.53 8" CO RIM=TOP INV 95.92 8" CO RIM=TOP INV 95.92 8" CO RIM=TOP INV 95.92 8" CO RIM=TOP INV 95.92 8" CO RIM=TOP INV 95.53 8" CO RIM=TOP INV 95.53 171 LF 15" SD @ MIN S=0.3% 65 LF 10" SD @ MIN S=0.3% 24" JB #9 RIM=FS INV IN (NE) 95.35 INV IN (S) 95.28 INV IN (SE) 94.98 INV OUT (NW) 94.98 168 LF 8" SS VCP @ MIN S=0.9% 171 LF 8" SS VCP @ MIN S=0.9% 48" SSMH #4 RIM 95.44 INV IN (E) 88.34 INV OUT (SW) 88.34 24" JB #34 RIM=FS INV IN (E) 91.27 INV OUT (S) 91.27 48" SSMH #5 RIM 95.88 INV IN (NE) 86.81 (E) INV OUT 80.21 (TO BE VERIFIED IN FIELD) 16" DI #38 RIM=FG+3" INV 95.40 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SDSD SD SD
SD SD SD SD SD SD SD SD SD SD 19 LF 4" SD SD CROSSING (N-S) INV 93.40 (E-W) INV 91.36 24" JB #8 RIM=FS INV IN (SW) 95.40 INV IN (S) 95.22 INV OUT (NW) 95.22 22 LF 6" SD @ MIN S=0.5% 48 LF 6" SD @ MIN S=0.5% 36 LF 4" SD @ MIN S=0.5% 46 LF 6" SD @ MIN S=0.5% 46 LF 6" SD @ MIN S=0.5% 25 LF 6" SD @ MIN S=0.5% 47 LF 10" SD @ MIN S=0.3% SD SD
SD 40 LF 8" SD @ MIN S=0.5% 40 LF 6" SD @ MIN S=0.5% 24" DI #40 RIM=FS INV 93.11 24" DI #41 RIM=FS INV 92.91 24" DI #42 RIM=FS INV 92.71 21 LF 12" SD @ MIN S=0.5% 6 LF 12" SD @ MIN S=0.5% 21 LF 12" SD @ MIN S=0.5% 19 LF 4" SD @ MIN S=0.5% 8 LF 4" SD @ MIN S=0.5% 8 LF 4" SD @ MIN S=0.5% 19 LF 4" SD @ MIN S=0.5% SS CROSSING (SE-NW) SD INV 90.61 (NE-SW) SS INV 88.44 SD SD SD SD H H H H F C B E B E B B E B E E K K K K L D L L K M I SS MH SS MH SSMH SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN

NO PARKINGNO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN
HR
HB
HD
HD HD
HD

HD HB EV CAPABLE EV CAPABLE NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE HD FIELD 1 FIELD 2 FIELD 4 FIELD 3 FIELD 5 FIELD 6 FIELD 7 FIELD 8 FIELD 9 FIELD 10 SDMH SDMH SDMH SDMH SDMH NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SSMH SSMH SSMH SSMH SS MH SS MH SSMH SSMH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE 7-POST NETPLEX PORTAL CLIMBER TURNING BAR CHINNING BAR BELT TUNNEL

SWIGGLEKNOTS
SPIRAL CLIMBER 12 12 STR SS 16 8 8 1016 56 64 10 NO PARKING VAN SDMH

HD BUS PARKING BUS PARKING BUS PARKING
BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE K - REFER TO SHEET L5.12 MATCHLINE C - REFER TO SHEET L5.3
MATCHLINE D - REFER TO SHEET L5.5 DRAINAGE AND UTILITY PLAN - FIELD 4 DK CS/MB 1"=20'-0" L5.4 DRAINAGE AND UTILITY PLAN - FIELD 4 L5.1 L5.2 L5.3 L5.4 L5.5 L5.8 L5.11 L5.12 L5.9 L5.13 L5.14 L5.6 L5.7 L5.10 L5.15 L5.16 MATCHLINE J - REFER TO SHEET L5.11 A, B D1.1 DRAINAGE & UTILITY NOTES DETAIL NUMBER SHEET NUMBER DRAINAGE & UTILITY LEGEND 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) 6" ENVELOPE OUTSIDE AND INSIDE DIAMETER OF PIPE. 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING. IN ADDITION, ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED. 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 9. REFER TO CITY STANDARD DETAIL W-39 FOR ALL WATER MAIN AND SANITARY SEWER MAIN CROSSINGS. 10. FOR SHALLOW WATER MAINS REFER TO CITY STANDARD DETAIL W-23. 11. REFER TO IRRIGATION SHEET SERIES FOR FOR POTABLE WATER LINES. SYM DESCRIPTION -- INVLF LINEAR FEET S=0.5% MIN. MINIMUM INVERT SLOPE RIM RIM ELEVATION TOR TOP OF ROCK ELEVATION DRAINAGE & UTILITY LEGEND SANITARY SEWER LINE. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-1. SIZE AND SLOPE PER PLAN PERFORATED SUBDRAIN LINE. SLOPE PER PLANS - PERF 8" UNLESS OTHERWISE NOTED SS SOLID WALL STORM DRAIN. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS, REFER TO CITY STANDARD DETAIL TB-2. SIZE AND SLOPE PER PLAN SD SANITARY SEWER CLEANOUT (SSCO), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-5. DOM DOMESTIC WATER LINE. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. FOR 3" AND GREATER, REFER TO CITY STANDARD DETAIL W-1. FOR 2" AND SMALLER, REFER TO CITY STANDARD DETAIL W-18. SIZES PER PLAN. CLEANOUT IN BIORETENTION AREA (COB) JUNCTION BOX (JB), SIZE PER PLAN DROP INLET (DI), 16" ROUND IN LANDSCAPE AREAS AND 24" ROUND IN HARDSCAPE, TYP. CURB INLET (CI), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL DR-1. COBBLE ENERGY DISSIPATOR (ED) A DOMESTIC WATER POINT OF CONNECTION. CONTRACTOR TO VERIFY LOCATION AND OPERATING PRESSURE PRIOR TO INITIATING IMPROVEMENTS GATE VALVE, INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS, LATEST EDITION. REFER TO CITY STANDARD DETAIL W-16. SIZE PER PLAN. DOMESTIC WATER BACKFLOW PREVENTER, INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT. REFER TO CITY STANDARD DETAILS W-8 AND W-15. B DOMESTIC WATER CONNECTION TO DRINKING FOUNTAIN C DOMESTIC WATER CONNECTION TO BUILDING, SEE PLUMBING PLANS FOR CONTINUATION DOMESTIC WATER METER, TO BE PURCHASED FROM THE CITY. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS, LATEST EDITION. BFM D SANITARY SEWER POINT OF CONNECTION. GROUT ALL NEW AND EXISTING CONNECTIONS WATER TIGHT. CONTRACTOR TO VERIFY LOCATION AND INVERT PRIOR TO INITIATING SEWER IMPROVEMENTS. ANY DISCREPANCY TO BE PROVIDED TO OWNER IN WRITING. OVER FLOW RISER (OFR) CLEANOUT IN SYNTHETIC TURF (CO) DOWNSPOUT CONNECTION (DS) BOTTOM OF BIORETENTION AREA IT INFILTRATION TRENCH AT BIORETENTION AREA, SIZE AND SLOPE PER PLAN CLEANOUT IN HARDSCAPE (COH) STORM DRAIN CONNECTION TO DRINKING FOUNTAIN SANITARY SEWER CONNECTION TO BUILDING, SEE PLUMBING PLANS FOR CONTINUATION EF 48" SANITARY SEWER MANHOLE (SSMH), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-2. STORM DRAIN POINT OF CONNECTION. GROUT ALL NEW AND EXISTING CONNECTIONS WATER TIGHT. CONTRACTOR TO VERIFY LOCATION AND INVERT PRIOR TO INITIATING DRAINAGE IMPROVEMENTS. ANY DISCREPANCY TO BE PROVIDED TO OWNER IN WRITING GH DOWNSPOUT CONNECTION SDMH SSMH 48" STORM DRAIN MANHOLE (SDMH), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL DR-4. CD1.1 MD1.1 HD1.1F D1.1KD1.1 GD1.1L D1.1I D1.1KD1.1 ND1.1 I SAMPLING LOCATION N, S, E, W NORTH, SOUTH, EAST, WEST FT PROPOSED FINISH SYNTHETIC TURF ELEVATION FS PROPOSED FINISH SURFACE ELEVATION OF HARDSCAPE FG PROPOSED FINISH GRADE ELEVATION OF SOFTSCAPE MD6.1 QUICK COUPLING VALVE RAIN BIRD 44-LRC 1" BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. CONTRACTOR TO PROVIDE 44-K KEY AND SH-1 HOSE SWIVEL. DOMESTIC POTABLE WATER MAINLINE FOR MISTER SYSTEM, REFER TO L5.17 AND L5.18 J SEDIMENT TRAP, REFER TO SPECIFICATIONS (E) EXISTING K WYE CONNECTION, FITTING VARIES PER PIPE SIZE, SEE PLANS L 48" SANITARY SEWER MANHOLE (SSMH), REFER TO CITY STANDARD DETAILS SS-2 AND SS-11 M INSTALL INSIDE DROP CONNECTION FOR INCOMING INVERTS >2' OVER OUTLET INVERT PER CITY STANDARD DETAIL SS-12 LIMIT OF WORK JUNCTION BOX IN SYNTHETIC TURF, SIZE PER PLAN DD1.1 N TO IRRIGATION SYSTEM. REFER TO IRRIGATION PLANS FOR ADDITIONAL INFORMATION. STORM DRAIN SANITARY SEWER DOMESTIC WATER HD1.1 OD1.1 TOP TOP OF PAD ELEVATION O PERFORATED PIPE TO SOLID STORM DRAIN CONNECTION DB DRAINAGE BUBBLER J D1.1 48" DRAIN INLET WITH 24" GRATE, INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL DR-4 AND DR-8. P DRAIN INLET WITH CONCENTRIC MANHOLE STRUCTURE Q EXISTING ARV R EXISTING HYDRANT FIELD 6 SDMH DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM
DOM 57 LF 8" SD @ MIN S=0.3% 77 LF 6" SD @ MIN S=0.3% 77 LF 6" SD @ MIN S=0.3% 67 LF 4" SD @ MIN S=0.3% PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF 47 LF 6" SD @ MIN S=0.3% 24" DI #22 RIM=FS INV 95.58 24" DI #23 RIM=FS INV 95.38 24" DI #24 RIM=FS INV 95.15 24" DI #25 RIM=FS INV 95.01 24" DI #26 RIM=FS INV 94.78 24" DI #27 RIM=FS INV 94.61 24" DI #28 RIM=FS INV 94.46 3 LF 1" DOM 24 LF 1" DOM 3 LF 1" DOM 24 LF 1" DOM 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 398 LF 3" DOM 8" CO RIM=TOP INV 96.13 8" CO RIM=TOP INV 96.13 8" CO RIM=TOP INV 96.52 8" CO RIM=TOP INV 96.52 8" CO RIM=TOP INV 96.52 8" CO RIM=TOP INV 96.52 8" CO RIM=TOP INV 96.13 8" CO RIM=TOP INV 96.13 36" JB #45 RIM=TOR INV IN (S) 95.18 INV IN (N) 94.55 INV IN (NE) 92.42 INV OUT (W) 92.42 56 LF 18" SD @ MIN S=0.3% 116 LF 18" SD @ MIN S=0.3% 56 LF 18" SD @ MIN S=0.3% 36" JB #46 RIM=TOR INV IN (S) 95.57 INV IN (N) 94.94 INV THRU (E-W) 92.24 36" JB #47 RIM=TOR INV IN (S) 95.57 INV IN (N) 94.94 INV THRU (E-W) 91.89 36" JB #48 RIM=TOP INV IN (S) 95.18 INV IN (N) 94.55 INV IN (E) 91.71 INV OUT (W) 92.04 36" JB #55 RIM=TOR INV IN (S) 96.11 INV IN (N) 95.18 INV IN (E) 94.10 INV OUT (W) 94.10 56 LF 18" SD @ MIN S=0.3% 116 LF 18" SD @ MIN S=0.3% 56 LF 18" SD @ MIN S=0.3% 36" JB #56 RIM=TOR INV IN (S) 96.50 INV IN (N) 95.57 INV THRU (E-W) 93.92 36" JB #57 RIM=TOR INV IN (S) 96.50 INV IN (N) 95.57 INV THRU (E-W) 93.57 36" JB #58 RIM=TOP INV IN (S) 96.11 INV IN (N) 95.18 INV IN (E) 93.39 INV OUT (W) 93.72 365 LF 18" SD @ MIN S=0.3% 63 LF 24" SD @ MIN S=0.3% SDMH #4 RIM 96.27 INV IN (E) 93.64 INV IN (N) 90.86 INV OUT (S) 90.86 24" JB #44 RIM=FS INV IN (E) 93.58 INV OUT (W) 92.54 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD
SD
7 LF 8" SD @ MIN S=0.5%7 LF 8" SD @ MIN S=0.5%7 LF 8" SD @ MIN S=0.5%7 LF 8" SD @ MIN S=0.5% 7 LF 8" SD @ MIN S=0.5%
7 LF 8" SD @ MIN S=0.5%
7 LF 8" SD @ MIN S=0.5%7 LF 8" SD @ MIN S=0.5% SD CROSSING (N-S) INV 94.55 (E-W) INV 92.51 36" JB #50 RIM=FG INV IN (E) 91.96 INV OUT (S) 91.96 47 LF 8" SD @ MIN S=0.3% 23 LF 18" SD @ MIN S=0.3% 12 LF 18" SD @ MIN S=0.3% 43 LF 12" SD @ MIN S=0.5% 43 LF 12" SD @ MIN S=0.5% 8 LF 4" SD @ MIN S=0.5% 19 LF 4" SD
@ MIN S=0.5% 8 LF 4" SD
@ MIN S=0.5% 19 LF 4" SD
@ MIN S=0.5% 22 LF 12" SD @ MIN S=0.5% 36" JB #49 RIM=TOR INV IN (NE) 91.99 INV OUT (W) 91.99
8 LF 18" SD @ MIN S=0.3%
B
E
B
E B E
B E
K
K
K
K
K
I
I
O
OOO
O
OOO
O
O SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN

NO PARKINGNO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN
HR
HB
HD
HD HD
HD

PORTAL CLIMBER

TURNING BAR

CHINNING BAR

BELT TUNNEL

SWIGGLEKNOTS
SPIRAL CLIMBER 12 12 STR SS 16
8 8 1016 56
64 10 NO PARKING VAN SDMH

HD BUS PARKING BUS PARKING BUS PARKING
BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE D - REFER TO SHEET L5.4
MATCHLINE E - REFER TO SHEET L5.6 MATCHLINE L - REFER TO SHEET L5.13 DRAINAGE AND UTILITY PLAN - FIELD 6 DK CS/MB 1"=20'-0" L5.5 DRAINAGE AND UTILITY PLAN - FIELD 6 L5.1 L5.2 L5.3 L5.4 L5.5 L5.8 L5.11 L5.12 L5.9 L5.13 L5.14 L5.6 L5.7 L5.10 L5.15 L5.16 MATCHLINE K - REFER TO SHEET L5.12 A, B D1.1 DRAINAGE & UTILITY NOTES DETAIL NUMBER SHEET NUMBER DRAINAGE & UTILITY LEGEND 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) 6" ENVELOPE OUTSIDE AND INSIDE DIAMETER OF PIPE. 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING. IN ADDITION, ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED. 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 9. REFER TO CITY STANDARD DETAIL W-39 FOR ALL WATER MAIN AND SANITARY SEWER MAIN CROSSINGS. 10. FOR SHALLOW WATER MAINS REFER TO CITY STANDARD DETAIL W-23. 11. REFER TO IRRIGATION SHEET SERIES FOR FOR POTABLE WATER LINES. SYM DESCRIPTION -- INVLF LINEAR FEET S=0.5% MIN. MINIMUM INVERT SLOPE RIM RIM ELEVATION TOR TOP OF ROCK ELEVATION DRAINAGE & UTILITY LEGEND SANITARY SEWER LINE. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-1. SIZE AND SLOPE PER PLAN PERFORATED SUBDRAIN LINE. SLOPE PER PLANS - PERF 8" UNLESS OTHERWISE NOTED
SS SOLID WALL STORM DRAIN. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS, REFER TO CITY STANDARD DETAIL TB-2. SIZE AND SLOPE PER PLAN SD
SANITARY SEWER CLEANOUT (SSCO), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-5.

JUNCTION BOX (JB), SIZE PER PLAN
DROP INLET (DI), 16" ROUND IN LANDSCAPE AREAS
AND 24" ROUND IN HARDSCAPE, TYP.

CLEANOUT IN SYNTHETIC TURF (CO)

DOWNSPOUT CONNECTION (DS) BOTTOM OF BIORETENTION AREA

CD1.1
MD1.1 HD1.1
F D1.1
KD1.1 GD1.1
L D1.1
I D1.1
KD1.1 ND1.1

J SEDIMENT TRAP, REFER TO SPECIFICATIONS (E) EXISTING

P DRAIN INLET WITH CONCENTRIC MANHOLE STRUCTURE

Q EXISTING ARV

R EXISTING HYDRANT

DURANGO
HR
HB

HD HD HD
HD
HD HD
HB FIELD 8 SDMH

DURANGO
HR
HB

HD HD HD
HD
HD HD
HB FIELD 8 SDMH DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM

DOM DOM DOM
DOM
DOM 77 LF 6" SD @ MIN S=0.5% 77 LF 6" SD @ MIN S=0.5% 67 LF 8" SD @ MIN S=0.5% 65 LF 8" SD @ MIN S=0.5% PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF 57 LF 4" SD @ MIN S=0.5% 47 LF 6" SD @ MIN S=0.5% 57 LF 6" SS VCP @ MIN S=1.2% SS SS

DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM
DOM
DOM
DOM
DOM
DOM
DOM INV 97.48 INV 96.99 INV 97.25 INV 96.75 24" DI #54 RIM=FS INV IN (S) 95.60 INV IN (N) 94.74 INV OUT (NW) 94.74 24" DI #49 RIM=FS INV 95.08 24" DI #47 RIM=FS INV 95.65 24" DI #46 RIM=FS INV 96.05 24" DI #45 RIM=FS INV 96.30 24" DI #44 RIM=FS INV 96.70 24" DI #43 RIM=FS INV 97.0017 LF 1" DOM 24 LF 1" DOM 17 LF 1" DOM 24 LF 1" DOM 187 LF 8" PERF 52 LF 2" DOM @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 187 LF 8" PERF @ MIN S=0.5% 177 LF 8" PERF @ MIN S=0.5% 24" DI #48 RIM=FS INV 95.30 SSCO #6 RIM=FS INV 93.34 206 LF 3" DOM 24" OFR RIM 93.61 FG 93.11 INV IN 90.86 INV OUT 90.11 SDMH #5 RIM 96.80 INV IN (N) 90.66 INV IN (S) 88.68 (E) INV OUT (W) 87.70± 59 LF 6" IT @ 6" COB MIN S=0.0% RIM 93.61 FG 93.11 INV 90.86 ED #8 INV IN 93.28 8" CO RIM=TOP INV 97.09 8" CO RIM=TOP INV 97.09 8" CO RIM=TOP INV 97.48 8" CO RIM=TOP INV 97.48 8" CO RIM=TOP INV 97.48 8" CO RIM=TOP INV 97.48 8" CO RIM=TOP INV 97.09 8" CO RIM=TOP INV 97.09 309 LF 24" SD @ MIN S=0.3% 36" JB #64 RIM=TOR INV IN (N) 96.14 INV IN (E) 93.11 INV OUT (W) 93.11 56 LF 15" SD @ MIN S=0.5% 116 LF 15" SD @ MIN S=0.5% 56 LF 15" SD @ MIN S=0.5% 36" JB #65 RIM=TOR INV IN (N) 96.53 INV THRU (E-W) 92.82 36" JB #66 RIM=TOR INV IN (N) 96.53 INV THRU (E-W) 92.22 36" JB #67 RIM=TOR INV IN (E) 91.93 INV OUT (N) 92.26 51 LF 10" SD @ MIN S=0.5% 15 LF 10" SD @ MIN S=0.5% 178 LF 15" SD @ MIN S=0.38% 38 LF 15" SD @ MIN S=0.5% 36" JB #69 RIM=FG INV IN (E) 92.01 INV IN (S) 89.62 INV OUT (N) 89.62 36" JB #14 RIM=FS INV IN (NE) 97.14 INV IN (SE) 94.26 INV IN (S) 93.96 INV OUT (W) 93.96 24" JB #11 RIM=FS INV IN (N) 96.56 INV IN (SE) 94.47 INV OUT (W) 94.47 24" DI #58 RIM=FS INV IN (SE) 97.12 INV IN (NE) 94.38 INV OUT (NW) 94.38 24" JB #63 RIM=FS INV IN (SE) 95.16 INV OUT (SW) 93.25 16" DI #55 RIM=FG+3" INV 97.33 16" DI #57 RIM=FG+3" INV IN (W) 97.08 INV IN (SE) 97.02 INV OUT (SW) 97.02 24" DI #56 RIM=FS INV 97.14 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD

SD SD SD SD

SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD SD
SD
SD SD LF 8" SD @ MIN S=0.5% LF 8" SD @ MIN S=0.5% LF 8" SD @ MIN S=0.5% LF 8" SD @ MIN S=0.5% SD CROSSING (N-S) INV 95.25 (E-W) INV 93.21 97 LF 12" SD @ MIN S=0.5% 35 LF 6" SD @ MIN S=0.5% 10 LF 15" SD @ MIN S=0.5% 36" JB #68 RIM=TOP INV IN (N) 96.20 INV IN (S) 92.21 INV OUT (W) 92.21 42 LF 8" SD @ MIN S=0.5% 46 LF 6" SD @ MIN S=0.5% 46 LF 6" SD @ MIN S=0.5% 51 LF 4" SD @ MIN S=0.5% 29 LF 6" SD @ MIN S=0.5% 21 LF 6" SD @ MIN S=0.5% 20 LF 10" SD @ MIN S=0.5% LF 12" SD 23 LF 12" SD @ MIN S=0.5% 24 LF 12" SD @ MIN S=0.5% INV THRU 96.86 178 LF 2" DOM 206 LF 3" DOM 8 LF 4" SD @ MIN S=0.5% 19 LF 4" SD
@ MIN S=0.5% 8 LF 4" SD
@ MIN S=0.5% 19 LF 4" SD
@ MIN S=0.5% 63 LF 24" SD @ MIN S=0.3% 22 LF 4" SD @ MIN S=0.5% SS CROSSING (E-W) SD INV 94.50 (N-S) SS INV 92.94 4" RECYCLED WATER METER 540 LF 3" DOM H
H
H
H
G
F
C
B
E
B E
B E
B
E
A
K
K
K
I
O
K
K
R SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN

NO PARKINGNO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN
HR
HB
HD
HD HD
HD

PORTAL CLIMBER

TURNING BAR

CHINNING BAR

BELT TUNNEL

SWIGGLEKNOTS
SPIRAL CLIMBER 12 12 STR SS 16
8 8 1016 56
64 10 NO PARKING VAN SDMH

HD BUS PARKING BUS PARKING BUS PARKING
BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE M - REFER TO SHEET L5.14 MATCHLINE E - REFER TO SHEET L5.5
MATCHLINE F - REFER TO SHEET L5.7 MATCHLINE N - REFER TO SHEET L5.15 DRAINAGE AND UTILITY PLAN - FIELD 8 DK CS/MB 1"=20'-0" L5.6 DRAINAGE AND UTILITY PLAN - FIELD 8 L5.1 L5.2 L5.3 L5.4 L5.5 L5.8 L5.11 L5.12 L5.9 L5.13 L5.14 L5.6 L5.7 L5.10 L5.15 L5.16 A, B D1.1 DRAINAGE & UTILITY NOTES DETAIL NUMBER SHEET NUMBER DRAINAGE & UTILITY LEGEND 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) 6" ENVELOPE OUTSIDE AND INSIDE DIAMETER OF PIPE. 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING. IN ADDITION, ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED. 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 9. REFER TO CITY STANDARD DETAIL W-39 FOR ALL WATER MAIN AND SANITARY SEWER MAIN CROSSINGS. 10. FOR SHALLOW WATER MAINS REFER TO CITY STANDARD DETAIL W-23. 11. REFER TO IRRIGATION SHEET SERIES FOR FOR POTABLE WATER LINES. SYM DESCRIPTION -- INVLF LINEAR FEET S=0.5% MIN. MINIMUM INVERT SLOPE RIM RIM ELEVATION TOR TOP OF ROCK ELEVATION DRAINAGE & UTILITY LEGEND SANITARY SEWER LINE. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-1. SIZE AND SLOPE PER PLAN PERFORATED SUBDRAIN LINE. SLOPE PER PLANS - PERF 8" UNLESS OTHERWISE NOTED
SS SOLID WALL STORM DRAIN. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS, REFER TO CITY STANDARD DETAIL TB-2. SIZE AND SLOPE PER PLAN SD
SANITARY SEWER CLEANOUT (SSCO), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-5.

JUNCTION BOX (JB), SIZE PER PLAN
DROP INLET (DI), 16" ROUND IN LANDSCAPE AREAS
AND 24" ROUND IN HARDSCAPE, TYP.

CLEANOUT IN SYNTHETIC TURF (CO)

DOWNSPOUT CONNECTION (DS) BOTTOM OF BIORETENTION AREA

CD1.1
MD1.1 HD1.1
F D1.1
KD1.1 GD1.1
L D1.1
I D1.1
KD1.1 ND1.1

J SEDIMENT TRAP, REFER TO SPECIFICATIONS (E) EXISTING

P DRAIN INLET WITH CONCENTRIC MANHOLE STRUCTURE

Q EXISTING ARV

R EXISTING HYDRANT

NO PARKING VAN VAN NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CAPABLE NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SS MH SS MH SSMH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE

HD NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKINGNO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING

NO PARKING

NO PARKING NO PARKING VAN VAN NO PARKING NO PARKING EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CHARGING ONLY EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE VAN VAN NO PARKING NO PARKING NO PARKING EV CHARGING ONLY EV CAPABLE NO PARKING NO PARKING NO PARKING EV CAPABLE SSMH SS MH SS MH SSMH EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE EV CAPABLE

HD NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKINGNO PARKING NO PARKING NO PARKING NO PARKING NO PARKING NO PARKING

NO PARKING

NO PARKING
3" BF 3" M DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM

DOM DOM
DOM

DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM
DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM 80 LF 6" SD @ MIN S=0.5% PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF 68 LF 6" SD @ MIN S=0.5% 73 LF 4" SD @ MIN S=0.5% 65 LF 4" SD @ MIN S=0.5% 85 LF 6" SD @ MIN S=0.5%

SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
DOM
DOM
DOM
DOM
DOM
DOM
DOM
DOM INV 97.37 INV 97.23 INV 97.37 INV 97.23 48 LF 6" SD @ MIN S=0.5% 24" DI #50 RIM=FS INV 97.01 24" DI #52 RIM=FS INV 96.27 CI #36 RIM=FS INV 93.34 CI #27 RIM=FS INV 93.90 CI #26 RIM=FS INV 94.46 CI #25 RIM=FS INV 95.25 CI #24 RIM=FS INV 95.06 CI #23 RIM=FS INV 95.21 CI #29 RIM=FS INV 95.96 CI #28 RIM=FS INV 95.04 16" DI #73 RIM=FG+3" INV 95.90 24 LF 1" DOM 23 LF 2" DOM 28 LF 6" SS VCP @ MIN S=1.2% 24 LF 1" DOM 24 LF 1" DOM 186 LF 3" DOM 24" DI #75 RIM=FG+3" INV 93.16 24" JB #12 RIM=FS INV IN (SE) 95.19 INV IN (E) 94.94 INV OUT (N) 94.94 36" JB #74 RIM=FS INV IN (S) 95.31 INV IN (E) 95.11 INV OUT (W) 95.11 321 LF 3" DOM 21 LF 1" DOM 16 LF 1" DOM 10 LF 1" DOM 4 LF 1" DOM 48" SSMH #6 RIM 99.16 INV IN (S) 95.50 INV IN (N) 92.70 INV OUT (W) 92.70 59 LF 6" IT @ MIN S=0.0% 42 LF 6" IT @ MIN S=0.0% 6" COB RIM 93.61 FG 93.11 INV 90.866" COB RIM 93.61 FG 93.11 INV 90.86 ED #9 INV IN 93.28 135 LF 15" SD @ MIN S=0.3% 37 LF 10" SD @ MIN S=0.5% 250 LF 15" SD @ MIN S=0.3% 117 LF 8" SD @ MIN S=0.5% 95 LF 12" SD @ MIN S=0.5% 16" DI #59 RIM=FG+3" INV 95.19 S=0.5% 57 LF 10" SD @ MIN S=0.5% 40 LF 10" SD @ MIN S=0.5% 93 LF 10" SD @ MIN S=0.5% 124 LF 10" SD @ MIN S=0.5% 3 LF 6" SD @ MIN S=0.5% 26 LF 6" SD @ MIN S=0.5% 17 LF 6" SD @ MIN S=0.5% 42 LF 8" SD @ MIN S=0.5% 36" JB #13 RIM=FS INV IN (E) 97.18 INV IN (SE) 94.26INV OUT (N) 94.26 69 LF 8" SS VCP @ MIN S=0.9% SSCO #7 RIM=FS INV 95.80 48" SSMH #9 RIM 97.38 INV IN 89.52 (E) INV OUT 82.30± (TO BE VERIFIED IN FIELD) SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD
SD
SD
SD SD
SD SD
SD SD

SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD 24" DI #61 RIM=FS INV 97.56 24" DI #62 RIM=FS INV 97.22 136 LF 8" SS VCP @ MIN S=0.9% 145 LF 8" SS VCP @ MIN S=0.9% 24" DI #53 RIM=FS INV 96.02 20 LF 4" SD @ MIN S=0.5% 48" SSMH #7 RIM 98.16 INV IN (E) 91.38
INV OUT (SW) 91.38 48" SSMH #8 RIM 97.71 INV IN (NE) 90.14 INV OUT (SW) 90.1416" DI #60 RIM=FG+3" INV 95.04 540 LF 3" DOM 28 LF 6" SD @ MIN S=0.5% 28 LF 6" SD @ MIN S=0.5% 10 LF 6" SD @ MIN S=0.5% 22 LF 6" SD @ MIN S=0.5% 24" DI #51 RIM=FS INV 96.63 SD SD 3 LF 6" SD @ MIN S=0.5% 12 LF 8" SD @ MIN S=0.5% 19 LF 6" SD @ MIN S=0.5% SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 98 LF 8" SD @ MIN S=0.3% 24" DI #74 RIM=FG+3" INV 94.34 36" JB #75 RIM=FG INV IN (N) 93.85 INV IN (E) 93.85 INV OUT (S) 93.85 95 LF 12" SD @ MIN S=0.5% 186 LF 3" DOM 19 LF 4" SD @ MIN S=0.5% 19 LF 4" SD
@ MIN S=0.5% SS CROSSING (S-N) SD INV 94.08
(E-W) SS INV 92.30 SS CROSSING (S-N) SD INV 97.17 (E-W) SS INV 92.53 SS CROSSING (S-N) SD INV 93.64 (E-W) SS INV 89.89
F C
B
B
B
E
K
L
M
E
K
N
D L
H
H
H
H
O
P P
Q SSMH SS MH SS MH SSMH SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN

NO PARKINGNO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN
HR
HB
HD
HD HD
HD

PORTAL CLIMBER

TURNING BAR

CHINNING BAR

BELT TUNNEL

SWIGGLEKNOTS
SPIRAL CLIMBER 12 12 STR SS 16
8 8 1016 56
64 10 NO PARKING VAN SDMH

HD BUS PARKING BUS PARKING BUS PARKING
BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE N - REFER TO SHEET L5.15 MATCHLINE F - REFER TO SHEET L5.6
MATCHLINE G - REFER TO SHEET L5.8 MATCHLINE O - REFER TO SHEET L5.16 DRAINAGE AND UTILITY PLAN - SOUTH PARKING LOT DK CS/MB 1"=20'-0" L5.7 DRAINAGE AND UTILITY PLAN - SOUTH PARKING LOT L5.1 L5.2 L5.3 L5.4 L5.5 L5.8 L5.11 L5.12 L5.9 L5.13 L5.14 L5.6 L5.7 L5.10 L5.15 L5.16 A, B D1.1 DRAINAGE & UTILITY NOTES DETAIL NUMBER SHEET NUMBER DRAINAGE & UTILITY LEGEND 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) 6" ENVELOPE OUTSIDE AND INSIDE DIAMETER OF PIPE. 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING. IN ADDITION, ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED. 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 9. REFER TO CITY STANDARD DETAIL W-39 FOR ALL WATER MAIN AND SANITARY SEWER MAIN CROSSINGS. 10. FOR SHALLOW WATER MAINS REFER TO CITY STANDARD DETAIL W-23. 11. REFER TO IRRIGATION SHEET SERIES FOR FOR POTABLE WATER LINES. SYM DESCRIPTION -- INVLF LINEAR FEET S=0.5% MIN. MINIMUM INVERT SLOPE RIM RIM ELEVATION TOR TOP OF ROCK ELEVATION DRAINAGE & UTILITY LEGEND SANITARY SEWER LINE. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-1. SIZE AND SLOPE PER PLAN PERFORATED SUBDRAIN LINE. SLOPE PER PLANS - PERF 8" UNLESS OTHERWISE NOTED
SS SOLID WALL STORM DRAIN. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS, REFER TO CITY STANDARD DETAIL TB-2. SIZE AND SLOPE PER PLAN SD
SANITARY SEWER CLEANOUT (SSCO), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-5.

JUNCTION BOX (JB), SIZE PER PLAN
DROP INLET (DI), 16" ROUND IN LANDSCAPE AREAS
AND 24" ROUND IN HARDSCAPE, TYP.

CLEANOUT IN SYNTHETIC TURF (CO)

DOWNSPOUT CONNECTION (DS) BOTTOM OF BIORETENTION AREA

CD1.1
MD1.1 HD1.1
F D1.1
KD1.1 GD1.1
L D1.1
I D1.1
KD1.1 ND1.1

J SEDIMENT TRAP, REFER TO SPECIFICATIONS (E) EXISTING

P DRAIN INLET WITH CONCENTRIC MANHOLE STRUCTURE

Q EXISTING ARV

R EXISTING HYDRANT

BUS PARKING SDMH NO PARKING

BUS PARKING BUS PARKING NO PARKING NO PARKINGNO PARKING NO PARKING

NO PARKING

BUS PARKING SDMH NO PARKING

BUS PARKING BUS PARKING NO PARKING NO PARKINGNO PARKING NO PARKING

NO PARKING

DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM DOM PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF PERF 77 LF 6" SD @ MIN S=0.5% 55 LF 4" SD @ MIN S=0.5% 24" DI #66 RIM=FS INV 95.80 24" DI #63 RIM=FS INV 97.22 24" DI #64 RIM=FS INV 96.82 24" DI #65 RIM=FS INV IN (N) 96.78 INV IN (S) 96.62INV OUT (W) 96.05 CI #30 RIM=FS INV IN (N) 95.74 INV IN (E) 95.74INV OUT (W) 95.74 CI #34 RIM=FS INV 93.93 CI #35 RIM=FS INV IN (N) 94.16 INV IN (E) 93.13
INV OUT (W) 93.13 CI #31 RIM=FS INV 94.95 CI #37 RIM=FS INV IN (NW) 93.15 INV OUT (S) 93.15 16" DI #76 RIM=FG+3" INV 96.80 24 LF 1" DOM 24" DI #77 RIM=FG+3" INV 95.71 24" DI #78 RIM=FG+3" INV IN (E) 94.90 INV OUT (W) 94.9024" JB #82 RIM=FG-6" INV IN (N) 95.78 INV IN (E) 95.78 INV OUT (W) 95.78 208 LF 2" DOM 24" OFR RIM 93.08 FG 92.58 INV IN 90.33 INV OUT 90.33 40 LF 6" IT @ MIN S=0.0% 6" COB RIM 93.08 FG 92.58 INV 90.33 ED #11 INV IN 92.75 SDMH #6 RIM 98.87 INV IN (E) 93.85 INV IN (NE) 89.94
(E) INV OUT (W) 89.90± ED #10 INV IN 92.75 6" COB RIM 93.08 FG 92.58 INV 90.33 6" COB RIM 93.08 FG 92.58 INV 90.33 6" COB RIM 93.08 FG 92.58 INV 90.33 40 LF 6" IT @ MIN S=0.0% 40 LF 6" IT @ MIN S=0.0% 40 LF 6" IT @ MIN S=0.0% 80 LF 10" SD @ MIN S=0.5% 157 LF 12" SD @ MIN S=0.5% 79 LF 12" SD @ MIN S=0.5% 76 LF 15" SD @ MIN S=0.5% 42 LF 10" SD @ MIN S=0.5% 140 LF 15" SD @ MIN S=0.3% 41 LF 12" SD @ MIN S=0.33% 81 LF 24" SD @ MIN S=0.3% 59 LF 8" SD @ MIN S=0.5% 158 LF 10" SD @ MIN S=0.5% 158 LF 12" SD @ MIN S=0.5% 160 LF 8" SD @ MIN S=0.5% 203 LF 8" SD @ MIN S=0.5% 12 LF 12" SD @ MIN S=0.5% 36" JB #77 RIM=FG INV IN (NW) 91.92 INV IN (NE) 90.19 INV OUT (SW) 90.19 SD SD SD SD

SD SD SD

SD SD SD SD SD SD SD
SD SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD SD SD SD SD
SD
SD
SD

SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD 38 LF 10" SD @ MIN S=0.5% CI #38 RIM=FS INV IN (N) 92.96 INV OUT (S) 92.96
SD
SD
SD
SD
SD
SD
SD
SD
SD 28 LF 6" SD @ MIN S=0.5% 30 LF 8" SD @ MIN S=1.0% ED #12 INV IN 92.75 CI #39 RIM=FS INV 94.38 CI #40 RIM=FS INV IN (NE) 94.24 INV OUT (W) 93.05 CI #41 RIM=FS INV 94.22 10 LF 12" SD @ MIN S=0.5% SD CI #33 RIM=FS INV 94.01 22 LF 8" SD @ MIN S=0.5% 17 LF 8" SD @ MIN S=0.5% 36 LF 6" SD @ MIN S=0.5% 24" DI #67 RIM=FS INV 96.57 16" DI #68 RIM=FG=3" INV IN 96.42 (SE) INV OUT 94.32 (N) 30 LF 6" SD @ MIN S=0.5% CI #32 RIM=FS INV IN 95.70 (E) INV IN 94.12 (S) INV OUT 94.12 (W) SD SDSD CROSSING (E-W) INV 95.94
(N-S) INV 94.16 20 LF 4" SD @ MIN S=0.5% SD CROSSING (N-S) INV 95.85 (E-W) INV 93.97
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD 100 LF 15" SD @ MIN S=0.3% 36 LF 10" SD @ MIN S=0.5% 36" JB #76 RIM=FG INV 92.44

SD SD SD SD SD SD
SD
SD
SD 126 LF 12" SD @ MIN S=0.5% 36" JB #83 RIM=FG INV IN (NE) 94.50 INV OUT (W) 94.50 80 LF 10" SD @ MIN S=0.5% 19 LF 4" SD @ MIN S=0.5% ABANDONED RECYCLED WATER LINE ABANDONED SANITARY SEWER LINE G
B
G
E
K
E
K
R SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 75% SUBMITTAL 10/21/22 99% UTILITY SUBMITTAL 03/24/23 100% UTILITY SUBMITTAL 05/17/23 05/17/232103800 BUS PARKING PASSENGER DROP OFF NO PARKING

BUS PARKING NO PARKING VAN VAN NO PARKING NO PARKING

VAN VAN

NO PARKINGNO

PARKING
NO

PARKING VAN NO PARKING VAN
NO

PARKING
VAN
HR
HB
HD
HD HD
HD

PORTAL CLIMBER

TURNING BAR

CHINNING BAR

BELT TUNNEL

SWIGGLEKNOTS
SPIRAL CLIMBER 12 12 STR SS 16
8 8 1016 56
64 10 NO PARKING VAN SDMH

HD BUS PARKING BUS PARKING BUS PARKING
BUS PARKING BUS PARKING KEY MAP 0' 10' 20' 40' 60' NORTH MATCHLINE O - REFER TO SHEET L5.16 MATCHLINE G - REFER TO SHEET L5.7
LIMIT OF WORK LIMIT OF WORK DRAINAGE AND UTILITY PLAN - SOUTH LOT ENTRANCE DK CS/MB 1"=20'-0" L5.8 DRAINAGE AND UTILITY PLAN - SOUTH LOT ENTRANCE L5.1 L5.2 L5.3 L5.4 L5.5 L5.8 L5.11 L5.12 L5.9 L5.13 L5.14 L5.6 L5.7 L5.10 L5.15 L5.16 A, B D1.1 DRAINAGE & UTILITY NOTES DETAIL NUMBER SHEET NUMBER DRAINAGE & UTILITY LEGEND 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATIONS ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER REPRESENTATIVE. THE CONTRACTOR SHALL CONTACT UNDER GROUND SERVICE ALERT (USA) AT (800) 227-2600 PRIOR TO ANY DEMOLITION OR EXCAVATION. UPON COMPLETION OF USA MARKING OPERATIONS, CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET SHALL BE KEPT ON-SITE FOR REFERENCE FOR DURATION OF CONTRACT. 2. ALL EXISTING DRAINAGE STRUCTURES, BOXES, UTILITY VAULTS ETC. TO REMAIN, SHALL BE BROUGHT TO FINAL FINISH GRADE PRIOR TO FINAL SURFACE TREATMENT. 3. THE CONTRACTOR IS TO PROTECT DRAINAGE SYSTEM FROM DEBRIS, INCLUDING SOIL, ROCK MATERIAL, AND TRASH FROM ENTERING THE PIPE DURING CONSTRUCTION. CONTRACTOR SHALL AVOID PLACING CONSTRUCTION VEHICLES OVER INSTALLED DRAINAGE TRENCHES TO PREVENT CRUSHING OF PIPE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO ENSURE THAT ALL REMAINING ACTIVE AND NEW DRAINAGE AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING AND FOOTING EXCAVATIONS FOR NEW FOOTINGS, PARTICULARLY FOR NEW FENCING AND WALLS. 6. ALL ABANDONED STORM LINES SHALL REMAIN IN PLACE UNLESS IN CONFLICT WITH PROPOSED DRAINAGE, UTILITY, OR SUBGRADING OPERATIONS, IN WHICH CASE ABANDONED PIPE IN CONFLICT SHALL BE REMOVED. REMAINING ABANDONED STORM PIPE SHALL BE SEALED WITH APPROPRIATELY SIZED CONCRETE CAP (3 SACK MIX) 6" ENVELOPE OUTSIDE AND INSIDE DIAMETER OF PIPE. 7. PRIOR TO ALL DRAINAGE AND UTILITY WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL POTENTIAL DRAINAGE CONNECTIONS AND EXISTING UTILITY BY POTHOLING. IN ADDITION, ALL DOWNSTREAM CONNECTIONS TO EXISTING STRUCTURES SHALL BE THE START OF THESE OPERATIONS, AND GRADES SHALL BE VERIFIED. 8. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 9. REFER TO CITY STANDARD DETAIL W-39 FOR ALL WATER MAIN AND SANITARY SEWER MAIN CROSSINGS. 10. FOR SHALLOW WATER MAINS REFER TO CITY STANDARD DETAIL W-23. 11. REFER TO IRRIGATION SHEET SERIES FOR FOR POTABLE WATER LINES. SYM DESCRIPTION -- INVLF LINEAR FEET S=0.5% MIN. MINIMUM INVERT SLOPE RIM RIM ELEVATION TOR TOP OF ROCK ELEVATION DRAINAGE & UTILITY LEGEND SANITARY SEWER LINE. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-1. SIZE AND SLOPE PER PLAN PERFORATED SUBDRAIN LINE. SLOPE PER PLANS - PERF 8" UNLESS OTHERWISE NOTED
SS SOLID WALL STORM DRAIN. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS, REFER TO CITY STANDARD DETAIL TB-2. SIZE AND SLOPE PER PLAN SD
SANITARY SEWER CLEANOUT (SSCO), INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT STANDARDS. REFER TO CITY STANDARD DETAIL SS-5.

JUNCTION BOX (JB), SIZE PER PLAN
DROP INLET (DI), 16" ROUND IN LANDSCAPE AREAS
AND 24" ROUND IN HARDSCAPE, TYP.

Roseville City CouncilJune 7, 2023

Roseville City Council
June 7, 2023