Agenda packet — Grass Valley City Council, April 25, 2023 (part 2 of 2)

Item # 10.

City of Grass Valley – Wolf Creek Trail
Initial Study / Mitigated Negative Declaration 106
examples of California History or Pre-history associated with undiscovered archeological and/ or paleontological resources during project construction. However, this IS/MND includes mitigation measures that would reduce any potential impacts to less than significant levels. With implementation of the mitigation measures outlined in this IS/MND, as well as compliance with General Plan policies these potential impacts are less than significant. b) Does the project have impacts that are individually limited, but cumulatively considerable? (“Cumulatively considerable” means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects.)
Less than Significant Impact. The impacts of the proposed project would be individually limited and not cumulatively considerable. The proposed project would be a multi-use trail and associated intersection improvements. All environmental impacts that could occur as a result of the proposed project would be reduced to a less-than-significant level through implementation of the mitigation measures recommended in this IS/MND.
c) Does the project have environmental effects, which will cause substantial adverse effects on human beings, either directly or indirectly?
Less than Significant Impact. As identified throughout this IS/MND, the project would not have significant air quality, noise, traffic, or hazardous materials impacts that might directly or indirectly harm human beings. Therefore, the proposed project would not cause adverse effects on human beings.

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Item # 10.

SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY WOLF CREEK TRAIL CITY OF GRASS VALLEY, CA PRELIMINARY IMPROVEMENT PLANS MARCH 16, 2023 PROJECT LOCATION:

C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\WLF-TITLE.DWG PLOTTED ON: 3/15/2023 ---- ---- ---- ---- ---- ---- AC ASPHALT CONCRETE PAVEMENT AB AGGREGATE BASE CLR CLEAR ℄ CENTERLINE CONC CEMENT CONCRETE EOS EDGE OF SHOULDER EP EDGE OF PAVEMENT ETW EDGE OF TRAVEL WAY (E),EX EXISTING FG FINISH GRADE GB GRADE BREAK HMA HOT MIX ASPHALT HP HIGH POINT LP LOW POINT LF LINEAR FEET L/W LIMIT OF WORK MM MEET AND MATCH OC ON CENTER O.R. OWNER'S REPRESENTATIVE PED PEDESTRIAN PP PRESERVE AND PROTECT R/W RIGHT-OF-WAY SHLDR SHOULDER STA STATION TBD TO BE DETERMINED TYP TYPICAL UON UNLESS OTHERWISE NOTED ABBREVIATIONS: CONSULTANTS: LANDSCAPE ARCHITECTURE AND ENGINEERING: RESTORATION DESIGN GROUP, INC. ERIK STROMBERG, PROJECT MANAGER MATT THOMAS, CIVIL ENGINEER 2332C FIFTH STREET BERKELEY, CA 94710 (510) 644-2798 ENVIRONMENTAL CONSULTANT: SURF TO SNOW ENVIRONMENTAL RESOURCE MANAGEMENT DEREK HITCHCOCK, PROJECT MANAGER 2246 CAMINO RAMON SAN RAMON, CA 94583 (530) 205-7422 TRANSPORTATION CONSULTANT: LESLIE SUEN, PROJECT MANAGER LSC TRANSPORTATION CONSULTANTS, INC 2690 LAKE FOREST RD, SUITE C TAHOE CITY, CA 96145 (530) 583-4053 LAND SURVEYING; JOHN BAKER, PROJECT MANAGER NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B NEVADA CITY, CA 95959 CLIENT: CITY OF GRASS VALLEY: BJORN JONES, CITY ENGINEER 125 EAST MAIN STREET GRASS VALLEY, CA 95945 (530) 274-4353 1.0 MARCH 16, 2023 OF 82 1" = 20' MT.ES JH,MT MT,ES TITLE SHEET PRELIMINARY IMPROVEMENT PLANS PROJECT SITE Page 140 Item # 10.

WOLF CREEK TRAIL - CITY OF GRASS VALLEY
C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\WLF-TITLE.DWG PLOTTED ON: 3/15/2023 ---- ---- ---- ---- SHEET LIST TABLE: ---- ----1.1 MARCH 16, 2023 OF 82 1" = 20' MT,ES JH,MT MT,ES GENERAL NOTES PRELIMINARY IMPROVEMENT PLANS GENERAL NOTES: 1. THIS DESIGN IS BASED ON AVAILABLE LIDAR AND GIS DATA. FINAL DESIGNS WILL REQUIRE A DETAIL SURVEY AND MAY VARY FROM WHAT IS SHOWN IN THESE PLANS. 2. THE BIKE PATH MAY REQUIRE NARROWING WHERE THE PATH IS ADJACENT TO HIGHWAY 49 BETWEEN FREEMAN LANE AND NEAL STREET BASED ON THE RESULTS OF A DETAILED SURVEY. THE LIDAR DATA DOES NOT SHOW AN EXISTING RETAINING WALL OR AN OVERHEAD HIGHWAY SIGN FOR THE FREEMAN LANE OFF RAMP IN THIS LOCATION. THE PATH MAY REQUIRE ADJUSTMENT BASED ON THE ACTUAL LOCATION OF THESE FEATURES. 3. A CALTRANS DESIGN DECISION DOCUMENT IS ANTICIPATED FOR THIS PROJECT. 4. THE DESIGN FOR SEGMENT 2 STOPS SHORT OF THE PROPOSED ROUNDABOUT AT THE INTERSECTION OF SOUTH AUBURN STREET AND NEAL STREET. THE DESIGN TEAM WILL COORDINATE WITH THE ROUNDABOUT DESIGN TO ROUTE THE PATH THROUGH THE ROUNDABOUT TO THE INTERSECTION OF NEAL STREET AND HANSEN WAY. 5. ON IDAHO MARYLAND ROAD (SEGMENT 5) THE TRAIL NARROWS TO APPROXIMATELY 7.5-FT AT STATION 29+00 TO AVOID AN EXISTING BUILDING. Sheet Number Sheet Title 1.0 TITLE SHEET 1.1 GENERAL NOTES 1.2 TYPICAL SECTIONS 1.3 TYPICAL SECTIONS (2) 1.4 MATERIAL BOARD 1.5 MATERIAL BOARD 1.6 MATERIAL BOARD 2.0 BEGIN SEGMENT 2 2.1 PLAN & PROFILE (0+50 TO 4+50) 2.2 PLAN & PROFILE (4+50 TO 7+50) 2.3 PLAN & PROFILE (7+50 TO 11+50) 2.4 PLAN & PROFILE (11+50 TO 15+50) 2.5 PLAN & PROFILE (15+50 TO 19+50) 2.6 PLAN & PROFILE (19+50 TO 23+50) 2.7 PLAN & PROFILE (23+50 TO 27+50) 2.8 PLAN & PROFILE (27+50 TO 31+50) 2.9 PLAN & PROFILE (31+50 TO 35+50) 2.10 PLAN & PROFILE (35+50 TO 38+50) 2.11 CROSS SECTION (6+00 TO 7+50) 2.12 CROSS SECTION (8+00 TO 9+50) 2.13 CROSS SECTION (10+00 TO 11+50) 2.14 CROSS SECTION (12+00 TO 13+50) 2.15 CROSS SECTION (14+00 TO 16+50) 2.16 CROSS SECTION (17+00 TO 19+50) 2.17 CROSS SECTION (20+00 TO 22+50) 2.18 CROSS SECTION (23+00 TO 25+50) 2.19 CROSS SECTION (26+00 TO 28+50) 2.20 CROSS SECTION (29+00 TO 31+50) 2.21 CROSS SECTION (32+00 TO 34+50) 2.22 CROSS SECTION (35+00 TO 37+50) 3.0 BEGIN SEGMENT 3 3.1 PLAN & PROFILE (0+00 TO 3+50) 3.2 PLAN & PROFILE (3+50 TO 7+50) 3.3 PLAN & PROFILE (7+50 TO 9+67) 3.4 CROSS SECTION (1+00 TO 3+50) 3.5 CROSS SECTION (4+00 TO 7+50) 3.6 CROSS SECTION (8+00 TO 8+50) 4.0 BEGIN SEGMENT 4 4.1 PLAN & PROFILE (0+00 TO 4+00) 4.2 PLAN & PROFILE (4+00 TO 8+00) 4.3 PLAN & PROFILE (8+00 TO 12+00) 4.4 PLAN & PROFILE (12+00 TO 16+00) Sheet Number Sheet Title 4.5 PLAN & PROFILE (16+00 TO 20+00) 4.6 PLAN & PROFILE (20+00 TO 24+00) 4.7 PLAN & PROFILE (24+00 TO 27+50) 4.8 PLAN & PROFILE (27+50 TO 31+50) 4.9 PLAN & PROFILE (31+50 TO 34+72) 4.11 CROSS SECTION (1+00 TO 3+50) 4.12 CROSS SECTION (4+00 to 6+50) 4.13 CROSS SECTION (7+00 TO 9+50) 4.14 CROSS SECTION (10+00 TO 12+50) 4.15 CROSS SECTION (13+00 TO 15+50) 4.16 CROSS SECTION (16+00 TO 21+50) 4.17 CROSS SECTION (22+00 TO 27+50) 4.18 CROSS SECTION (28+00 TO 33+50) 5.0 BEGIN SEGMENT 5 5.1 PLAN & PROFILE (0+00 TO 4+00) 5.2 PLAN & PROFILE (4+00 TO 8+00) 5.3 PLAN & PROFILE (8+00 TO 12+00) 5.4 PLAN & PROFILE (12+00 TO 16+00) 5.5 PLAN & PROFILE (16+00 TO 20+00) 5.6 PLAN & PROFILE (20+00 TO 24+00) 5.7 PLAN & PROFILE (24+00 TO 27+50) 5.8 CROSS SECTION (3+00 TO 5+50) 5.9 CROSS SECTION (6+00 TO 9+50) 5.10 CROSS SECTION (10+00 TO 12+50) 5.11 CROSS SECTION (13+00 TO 15+50) 5.12 CROSS SECTION (16+00 TO 18+50) 5.13 CROSS SECTION (19+00 TO 21+50) 5.14 CROSS SECTION (22+00 TO 24+50) 5.15 CROSS SECTION (25+00 TO 27+50) 6.0 BEGIN SEGMENT 6 6.1 PLAN & PROFILE (27+50 TO 28+00) 6.2 PLAN & PROFILE (28+00 TO 32+00) 6.3 PLAN & PROFILE (32+00 TO 36+00) 6.4 PLAN & PROFILE (36+00 TO 40+00) 6.5 PLAN & PROFILE (40+00 TO 43+84) 6.6 CROSS SECTION (28+00 TO 30+50) 6.7 CROSS SECTION (31+00 TO 33+50) 6.8 CROSS SECTION (34+00 TO 36+50) 6.9 CROSS SECTION (37+00 TO 39+50) 6.10 CROSS SECTION (40+00 TO 42+00) SEGMENT MAP: SEGMENT 6 SEGMENT 5 SEGMENT 2 SEGMENT 3SEGMENT 4 TRAIL SEGMENT LIMITS SHEETS SEGMENT 2 EXISTING PHASE 1 OF WOLF CREEK TRAIL AT FREEMAN LN AND MILL ST TO S AUBURN ST 2.0 - 2.22 SEGMENT 3 HANSEN WAY FROM COLFAX AVE TO BENNETT ST 3.0 - 3.6 SEGMENT 4 BENNETT ST TO RAILROAD AVE AND IDAHO MARYLAND RD 4.0 - 4.18 SEGMENT 5 IDAHO MARYLAND RD FROM RAILROAD AVE TO CENTENNIAL DR 5.0 - 5.15 SEGMENT 6 IDAHO MARYLAND RD FROM CENTENNIAL DR TO SUTTON WAY 6.0 - 6.10 SEGMENT TABLE: Page 141 Item # 10.
10'-0" PATH PLACE 3-IN OF HMA AND COMPACT TO 95% RELATIVE COMPACTION. PLACE 6-IN CLASS 2 AB AND COMPACT TO 95% RELATIVE COMPACTION. 2:1 FILL SLOPE, 2% CUT SLOPE, OR RETAINING WALL WITH PEDESTRIAN GUARDRAIL, SEE CROSS SECTIONS FOR EDGE TREATMENTS. 2:1 CUT SLOPE, 2% FILL SLOPE OR SHORT RETAINING WALL. SEE CROSS SECTIONS FOR EDGE TREATMENTS. A RETAINING WALL IS REQUIRED WHERE THE PATH IS LOCATED BETWEEN THE SAFEWAY PARKING LOT AND THE HWY 49 ONRAMP ACCESS CONTROL FENCE AND/OR VEHICLE BARRIER. 1 2
3 2.0
1 2% 1% 1% 2% 2.0
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6 PP (E) CURB, GUTTER AND SIDEWALK. DESIGN STATION LINE. INSTALL NEW SIDEWALK AND TYPE 2 VERTICAL CURB AND GUTTER, SEE GRASS VALLEY STD DETAIL ST-3 CONSTRUCT HMA PATCH TO MATCH (E) AC DEPTH (6-IN MIN). (E) GRADE 1 2
3 1
4 REDUCE SB LANE TO 13'-8"± REDUCE TURN LANE TO 11'-0"± REDUCE NB LANE TO 13'-0" ± 10'-0" 3'-0" MIN 5 2
4 3
5 PP (E) CURB AND GUTTER. DESIGN STATION LINE. INSTALL NEW SIDEWALK AND TYPE 1 ROLLED CURB AND GUTTER, SEE CITY OF GRASS VALLEY STD DETAIL ST-3. INSTALL TYPE 4 BARRIER CURB, SEE CITY OF GRASS VALLEY STD DETAIL ST-7. CONSTRUCT MEDIAN AND PLANT WITH TREES. (E) GRADE. PLACE 3-IN HMA OVER 6-IN OF CLASS 2 AB AND COMPACT TO 95% RELATIVE COMPACTION. (E) EDGE OF PAVEMENT INTEGRATE COLORED PAVING 1 2
3 4
5 14'-0"± ONE-WAY TRAVEL LANE 11'-0" PARKING VARIES, 5'-0" STD MEDIAN PLANTED WITH TREES OR RIVER ROCK/COBBLES 8'-0" HMA BIKE PATH 8'-0" CONC SIDEWALK 1 2
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8 9 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE

WOLF CREEK TRAIL - CITY OF GRASS VALLEY
C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\WLF-TYP-SEC-DETAILS.DWGPLOTTED ON: 3/15/2023 ---- ---- ---- ---- ---- ----1.2 MARCH 16, 2023 OF 82 NTSMT MT, JH MT, ES TYPICAL SECTIONS PRELIMINARY IMPROVEMENT PLANS SCALE: NTS 1 SEGMENT 2 - TYPICAL SECTION HMA PATH SCALE: NTS2 SEGMENT 2 - TYPICAL SECTION MILL ST SCALE: NTS3 SEGMENT 3 - TYPICAL SECTION HANSEN WAY Page 142 Item # 10.
10'-0" PATH PLACE 3-IN OF HMA AND COMPACT TO 95% RELATIVE COMPACTION. PLACE 6-IN CLASS 2 AB AND COMPACT TO 95% RELATIVE COMPACTION. 2:1 FILL SLOPE, 2% CUT SLOPE, OR RETAINING WALL WITH PEDESTRIAN GUARDRAIL, SEE CROSS SECTIONS FOR EDGE TREATMENTS. 2:1 CUT SLOPE, 2% FILL SLOPE OR SHORT RETAINING WALL. SEE CROSS SECTIONS FOR EDGE TREATMENTS. CUT RETAINING WALL ON EAST SIDE OF PROPOSED TRAIL BETWEEN EAST BENNETT STREET AND CONCRETE PLANT. SEE CROSS SECTIONS FOR EDGE TREATMENTS. 1 2
3 2.0
1 2% 1% 1% 2% 2.0
1 1 2
3 4
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5 NOTES: 1. WHEN WITHIN CALTRANS R/W, INSTALL ACCESS CONTROL FENCE BETWEEN TRAIL AND HIGHWAY. PP (E) CURB, GUTTER AND SIDEWALK. CITY RIGHT-OF-WAY INSTALL NEW SIDEWALK AND TYPE 2 VERTICAL CURB AND GUTTER, SEE GRASS VALLEY STD DETAIL ST-3 CONSTRUCT HMA PATCH TO MATCH (E) AC DEPTH (6-IN MIN). (E) GRADE 1 2
3 4 3'-0" MIN
5 10'-0" CONC SHARED PATH 29'-4"± RAILROAD AVE 9'-8"± EXISTING CONC SIDEWALK 2 3
2 5 1 2 PP (E) CURB, GUTTER AND SIDEWALK. DESIGN STATION LINE. INSTALL NEW SIDEWALK AND TYPE 2 VERTICAL CURB AND GUTTER, SEE GRASS VALLEY STD DETAIL ST-3 CONSTRUCT HMA PATCH TO MATCH (E) AC DEPTH (6-IN MIN). (E) GRADE CITY RIGHT-OF-WAY 1 2
3 4
3 5 5'-0" WB BIKELANE 11'-0" WB TRAVEL LANE (10-FT FROM STA 27+00 TO END) 10'-0" TWO-WAY LEFT TURN LANE OR TURN POCKET OR OMITTED 13'-0" EB TRAVEL LANE (12-FT FROM STA 27+00 TO END) 10'-0" 6 3
2 4
6 3'-0" MIN SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE

MATERIAL BOARD 1.4
C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\WLF-MATERIALS.DWG PLOTTED ON: 3/15/2023 MARCH 16, 2023 PRELIMINARY IMPROVEMENT PLANS ---- ---- OF 82 ---- ---- ---- ---- N/A COLORED PAVING TINTED PAVING IN SUBDUED COLORS COMPLEMENT THE HISTORIC ARCHITECTURE OF DOWNTOWN GRASS VALLEY WHILE COMMUNICATING THE DIFFERENT USER ZONES WITHIN THE ROADWAY. USE THE SAME COLOR TINTED PAVING IN DOWNTOWN GRASS VALLEY TO TINTED CONCRETE AND ASPHALT ON THE WOLF CREEK TRAIL, CREATING A VISUAL LINKAGE BETWEEN TOWN AND TRAIL. PROPOSED FEATURES USE A UNIQUE AND DISTINCTIVE COLOR FOR PAVING ALONG THE WOLF CREEK TRIAL TO SUPPORT TRAIL BRANDING AND TO DELINEATE USAGE ALONG THE TRAIL. INSTALL COLORED PAVING FOR THE FIRST 50-FT AT INTERSECTIONS. MATERIALS: · TINTED CONCRETE AND ASPHALT · CONTRASTING COLORS FOR PAINT STRIPING INCORPORATE ROCKS AND SMALL BOULDERS AS A UNIFYING THEME ALONG THE TRAIL. EXISTING PRECEDENT _________________________________________________________________________________________________ MATERIALS: · RIVER ROCKS · BOULDERS SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com RENEWAL DATE DATE

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WOLF CREEK TRAIL - CITY OF GRASS VALLEY DIFFERENT COLORED CYCLIST AND PEDESTRIAN PAVINGS DESIGNATE USAGE TYPE. BOULDER CREEK BIKE TRAIL. BOULDER, CO. CONTRASTING PAVING COLORS GUIDE TRAIL USERS THROUGH INTERSECTIONS WITH A VISUAL CONNECTION TO THE ROUTE. ROCKS AND SMALL BOULDERS BORDER A CONCRETE TRAIL. WETLANDS PARK, LAS VEGAS, NV. RIVER ROCKS ADD TEXTURE IN MEDIANS AND SMALL AREAS THAT ARE DIFFICULT TO MAINTAIN PLANTS. RIVER ROCKS PLACED ALONG A SINUOUS CURVE ARE EVOCATIVE OF A CREEK. AERIAL VIEW OF AN INTERSECTION WITH PAVING COLOR CONTRAST. AUSTIN, TX.

A DOWNTOWN GRASS VALLEY STREET CROSSING. SCALE: NTS
1 COLOR PAVING SCALE: NTS
2 TRAIL IDENTITY Page 144
Item # 10.

MATERIAL BOARD 1.5
C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\WLF-MATERIALS.DWG PLOTTED ON: 3/15/2023 MARCH 16, 2023 PRELIMINARY IMPROVEMENT PLANS ---- ---- OF 82 ---- ---- ---- ---- N/A PROPOSED FEATURES USE GABIONS FOR LOW RETAINING WALLS TO STRENGTHEN THE TRAIL IDENTITY. MATERIALS: · GABION WALLS · DRY STACKED OR MORTARED STONE WALLS EXISTING PRECEDENTS __________________________________________________________________________________ MATERIALS: · PAINTED MURALS · TILED MURALS· CONCRETE FORM-LINERS GABION WALLS ALONG HIGHWAYS LOW, SINUOUS GABION WALLS WITH INTEGRATED SEATING SUGGEST A MEANDERING CREEK. RUSTIC STONE WALL PAINTED MURAL TILED MURAL GABION WALLS & METAL FENCE GABION WALLS AT THE NORTHSTAR MINING MUSEUM AND COMPLETED SEGMENT OF THE WOLF CREEK TRAIL ARE ATTRACTIVE, FUNCTIONAL AND PROVIDE A LANGUAGE THAT CAN BE REPEATED IN OTHER TRAIL DESIGN ELEMENTS. THE POWDER COATED, RUST COLORED METAL FENCE AND BRIDGE RAILING HARMONIZE WITH THE RUSTED ARTIFACTS OF THE NORTHSTAR MINING MUSEUM AND SURROUNDING LANDSCAPE. CREATE A COHESIVE TRAIL IDENTITY BY REPEATING EXISTING FENCE AND BRIDGE MATERIALS THROUGHOUT FUTURE TRAIL SEGMENTS. SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com RENEWAL DATE DATE

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WOLF CREEK TRAIL - CITY OF GRASS VALLEY CONTINUE TO MOVE FORWARD WITH A COMMUNITY DRIVEN MURAL UNDER HIGHWAY 20. FOR LARGER CONCRETE WALLS, INCORPORATE ADDITIONAL MURALS OR USE CUSTOM FORM-LINERS TO EMBED ART ALONG THE CAST-IN-PLACE WALLS. EXISTING GABION WALLS AT NORTHSTAR MINING MUSEUM EXISTING METAL FENCE AND RAILING AT NORTHSTAR MINING MUSEUM CONCRETE FORM-LINER MURAL SCALE: NTS 1 STONE WALL SCALE: NTS
2 MURAL Page 145
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MATERIAL BOARD 1.6
C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\WLF-MATERIALS.DWG PLOTTED ON: 3/15/2023 MARCH 16, 2023 PRELIMINARY IMPROVEMENT PLANS ---- ---- OF 82 ---- ---- ---- ---- N/A PROPOSED FEATURES DEPLOY CONSISTENT MATERIALS AND STRATEGIES AT TRAIL ENTRANCES TO BOLSTER THE IDENTITY OF THE WOLF CREEK TRAIL USE MINING ERA MATERIALS SUCH AS ROUGH-HEWN WOOD, WEATHERED STEEL, AND GABION BASKETS AS THE GRAPHIC LANGUAGE FOR ENTRY MONUMENTS. MATERIALS: · ROUGH-HEWN TIMBER · CUT-OUT WEATHERED STEEL· ENGRAVED BOULDERS· GABIONS PROVIDE DURABLE SIGNAGE ALONG THE TRAIL USING CONSISTENT MATERIALS. INCORPORATE THE SIGNAGE INTO SITE FEATURES, SUCH AS GUARDRAILS, PAVING, AND ENTRY MONUMENTATION AT GATEWAYS AND ALONG THE TRAIL. EXISTING PRECEDENTS ___________________________________________________________________________________ MATERIALS: · WOOD · CUT-OUT WEATHERED STEEL· ENGRAVED METAL SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com RENEWAL DATE DATE

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WOLF CREEK TRAIL - CITY OF GRASS VALLEY GATEWAY WITH ROUGH HEWN TIMBER, CUT-OUT WEATHERED STEEL AND SALVAGED METAL ARTIFACTS EXISTING GRASS VALLEY VETERANS MEMORIAL WITH SALVAGED METAL MINING ARTIFACTS AT THE NORTHSTAR MINING MUSEUM EXISTING WOLF CREEK TRAIL NORTHSTAR MINING MUSEUM SIGN EXISTING WOLF CREEK INTERPRETIVE PANELS EXISTING WOLF CREEK TRAIL WAYFINDING BOLLARD GATEWAYS, WAYFINDING & INTERPRETATION THE USE OF SALVAGED METAL WITH ITS RUST PATINA AT THE VETERANS MEMORIAL AND THE METAL MINING ARTIFACTS AT THE NORTHSTAR MINING MUSEUM INFORM THE PROPOSED STRATEGIES FOR GATEWAYS, WAYFINDING AND INTERPRETATIVE SIGNAGE OF THE WOLF CREEK TRAIL SEGMENTS. USE METAL FENCES AS OPPORTUNITIES TO INSTALL INTERPRETIVE PANELS AND SIMPLE WOODEN WAYFINDING BOLLARDS FOR EFFECTIVE WAYS TO HELP USERS NAVIGATE TRAILS. BOULDER MONUMENT SIGNAGE GABION WITH LASER CUT METAL SIGNAGE GABION WAYFINDING OBELISK WEATHERED STEEL INTERPRETATIVE SIGNAGE WITH ETCHINGS AND IMAGES 'YOU ARE HERE' TRAIL MAP CUT-OUT METAL WITH ETCHING SCALE: NTS 1 GATEWAY SCALE: NTS
2 WAYFINDING AND INTERPRETATION Page 146
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WOLF CREEK TRAIL - CITY OF GRASS VALLEY
C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\SEGMENT 2\SEG-2-WLF-BEG.DWG PLOTTED ON: 3/15/2023 ---- ---- ---- ---- ---- ----2.0 MARCH 16, 2023 OF 82 1" = 20' ES,MT ES,MT ES,MT BEGIN SEGMENT 2 PRELIMINARY IMPROVEMENT PLANS SEGMENT 2 SEGMENT 2 - FREEMAN LN TO S AUBURN ST LIMITS: EXISTING PHASE 1 OF WOLF CREEK TRAIL AT FREEMAN LN AND MILL ST TO S AUBURN ST Page 147 Item # 10.
1+00 2+00 3+00 4+00 11 13 11 MILL STREET
FREEMAN LN 12 15 17 19 14 16 10.00 2350 2360 2370 2380 2390 2400 2410 2350 2360 2370 2380 2390 2400 2410 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 EXISTING GROUND CONSTRUCTION NOTES: CONSTRUCT 10-FT WIDE HMA PATH WITH 1% CROSS SLOPE. CONSTRUCT FILL RETAINING WALL WITH BIKE RAILING. CONSTRUCT CUT RETAINING WALL OR ROCKERY. REMOVE EXISTING ACCESS CONTROL FENCE AND RELOCATE TO BETWEEN TRAIL AND HWY 49 SHLDR EP. CONSTRUCT NEW MIDWEST GUARDRAIL SYSTEM (OR APPROVED EQUAL). CONSTRUCT NEW CONC VEHICLE BARRIER WITH NEW ACCESS CONTROL FENCE. REMOVE EXISTING GUARDRAIL. PRESERVE AND PROTECT EXISTING RETAINING WALL. EXISTING FREEWAY SIGN MAY REQUIRE RELOCATING AND/OR NARROWING OF PATH WIDTH. PATH ALIGNMENT AND/OR WIDTH MAY REQUIRE ADJUSTMENT TO AVOID EXISTING STREET LIGHT POLE. REMOVE AND RECONSTRUCT CONC SIDEWALK WITH PED CURB RAMP. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP. PRESERVE AND PROTECT EXISTING CONC SIDEWALK. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT 1 2
3 4
5 6
7 8910111213141516171819 1.2

WOLF CREEK TRAIL - CITY OF GRASS VALLEY
MATCH LINE STA 4+50 SHEET 2.2 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. 2. STRIPING LAYOUT IS APPROXIMATE AND FINAL DESIGN MAY VARY.

C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\SEGMENT 2\SEG-2-WLF-PLAN-PROFILE-(1).DWG PLOTTED ON: 3/15/2023 ---- ---- ---- ---- ---- ---- 2.1 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT PLAN & PROFILE (0+50 TO 4+50) PRELIMINARY IMPROVEMENT PLANS SEGMENT 2 - FREEMAN LN TO S AUBURN ST

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5+00 6+00 7+00
8+00 CALTRANS R/W, TYP
1 2
3 4
5 10.00
MILL STREET STATE ROUTE 20 13 11 12 16 17 19 1420
18 EXISTING STAIRS AND SIDEWALK CALTRANS ACCESS CONTROL FENCE, TYP 2350 2360 2370 2380 2390 2400 2410 2350 2360 2370 2380 2390 2400 2410 4+50 5+00 5+50 6+00 6+50 7+00 7+50 GB - STA=5+41.27
ELEV=2364.06
GB - STA=5+54.67
ELEV=2363.70 2.67%

4.91% EXISTING GROUND FINISHED GRADE CONSTRUCTION NOTES: CONSTRUCT 10-FT WIDE HMA PATH WITH 1% CROSS SLOPE. CONSTRUCT FILL RETAINING WALL WITH BIKE RAILING. CONSTRUCT CUT RETAINING WALL OR ROCKERY. REMOVE EXISTING ACCESS CONTROL FENCE AND RELOCATE TO BETWEEN TRAIL AND HWY 49 SHLDR EP. CONSTRUCT NEW MIDWEST GUARDRAIL SYSTEM (OR APPROVED EQUAL). CONSTRUCT NEW CONC VEHICLE BARRIER WITH NEW ACCESS CONTROL FENCE. REMOVE EXISTING GUARDRAIL. PRESERVE AND PROTECT EXISTING RETAINING WALL. EXISTING FREEWAY SIGN MAY REQUIRE RELOCATING AND/OR NARROWING OF PATH WIDTH. PATH ALIGNMENT AND/OR WIDTH MAY REQUIRE ADJUSTMENT TO AVOID EXISTING STREET LIGHT POLE. REMOVE AND RECONSTRUCT CONC SIDEWALK WITH PED CURB RAMP. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP. PRESERVE AND PROTECT EXISTING CONC SIDEWALK. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. 1 2
3 4
5 6
7 891011121314151617181920 1.2

WOLF CREEK TRAIL - CITY OF GRASS VALLEY

MATCH LINE STA
4+50 SHEET

2.1 MATCH LINE STA 7+50 SHEET 2.3 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\SEGMENT 2\SEG-2-WLF-PLAN-PROFILE-(1).DWG PLOTTED ON: 3/15/2023 ---- ---- ---- ---- ---- ----2.2 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT PLAN & PROFILE (4+50 TO 7+50) PRELIMINARY IMPROVEMENT PLANS SEGMENT 2 - FREEMAN LN TO S AUBURN ST SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. 2. STRIPING LAYOUT IS APPROXIMATE AND FINAL DESIGN MAY VARY. Page 149 Item # 10.
8+00 9+00 10+00 11+00 CALTRANS ACCESS CONTROL, TYP
2 3
1 4 HWY 49 OFF RAMP SHLDR EP, TYP
5 HWY 49 OFF RAMP ETW, TYP 8.12 8.55 HWY 49 OFF RAMP 10.00 CALTRANS R/W, TYP 18 CALTRANS ACCESS CONTROL FENCE, TYP CALTRANS ACCESS CONTROL FENCE, TYP 2350 2360 2370 2380 2390 2400 2410 2350 2360 2370 2380 2390 2400 2410 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50

4.91% 0.09% 3.53% PVI STA = 7+97.42 PVI ELEV=2375.63 K=8.88 AD=-8.44% STA=7+59.92
ELEV=2373.79
STA=8+34.92
ELEV=2373.79 PVI STA = 9+73.87 PVI ELEV=2369.40 K=14.53 AD=3.44% STA=9+48.87
ELEV=2370.28
STA=9+98.87
ELEV=2370.28 EXISTING GROUND FINISHED GRADE CONSTRUCTION NOTES: CONSTRUCT 10-FT WIDE HMA PATH WITH 1% CROSS SLOPE. CONSTRUCT FILL RETAINING WALL WITH BIKE RAILING. CONSTRUCT CUT RETAINING WALL OR ROCKERY. REMOVE EXISTING ACCESS CONTROL FENCE AND RELOCATE TO BETWEEN TRAIL AND HWY 49 SHLDR EP. CONSTRUCT NEW MIDWEST GUARDRAIL SYSTEM (OR APPROVED EQUAL). CONSTRUCT NEW CONC VEHICLE BARRIER WITH NEW ACCESS CONTROL FENCE. REMOVE EXISTING GUARDRAIL. PRESERVE AND PROTECT EXISTING RETAINING WALL. EXISTING FREEWAY SIGN MAY REQUIRE RELOCATING AND/OR NARROWING OF PATH WIDTH. PATH ALIGNMENT AND/OR WIDTH MAY REQUIRE ADJUSTMENT TO AVOID EXISTING STREET LIGHT POLE. REMOVE AND RECONSTRUCT CONC SIDEWALK WITH PED CURB RAMP. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP. PRESERVE AND PROTECT EXISTING CONC SIDEWALK. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. 1 2
3 4
5 6
7 891011121314151617181920 1.2

WOLF CREEK TRAIL - CITY OF GRASS VALLEY
MATCH LINE STA 7+50 SHEET 2.2
MATCH LINE STA 11+50 SHEET 2.4 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\SEGMENT 2\SEG-2-WLF-PLAN-PROFILE-(1).DWG PLOTTED ON: 3/15/2023 ---- ---- ---- ---- ---- ----2.3 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT PLAN & PROFILE (7+50 TO 11+50) PRELIMINARY IMPROVEMENT PLANS SHEET GENERAL NOTES: 1. ACCESS CONTROL FENCE TO GET RELOCATED BETWEEN PROPOSED TRAIL AND EDGE OF PAVEMENT OF HIGHWAY 49 SHOULDER. FINAL LOCATION TBD. 2. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE.

SEGMENT 2 - FREEMAN LN TO S AUBURN ST

Page 150 ends

Item # 10.

HWY 49 HWY 49 OFF RAMP 12+00 13+00 14+00 15+00 10.00 8.69 8.49 CALTRANS ACCESS CONTROL, TYP HWY 49 OFF RAMP ETW, TYP 1 2
3 4
5 6 HWY 49 OFF RAMP SHOULDER EP, TYP CALTRANS R/W, TYP CALTRANS ACCESS CONTROL FENCE, TYP 2350 2360 2370 2380 2390 2400 2410 2350 2360 2370 2380 2390 2400 2410 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 0.09% EXISTING GROUND FINISHED GRADE CONSTRUCTION NOTES: CONSTRUCT 10-FT WIDE HMA PATH WITH 1% CROSS SLOPE. CONSTRUCT FILL RETAINING WALL WITH BIKE RAILING. CONSTRUCT CUT RETAINING WALL OR ROCKERY. REMOVE EXISTING ACCESS CONTROL FENCE AND RELOCATE TO BETWEEN TRAIL AND HWY 49 SHLDR EP. CONSTRUCT NEW MIDWEST GUARDRAIL SYSTEM (OR APPROVED EQUAL). CONSTRUCT NEW CONC VEHICLE BARRIER WITH NEW ACCESS CONTROL FENCE. REMOVE EXISTING GUARDRAIL. PRESERVE AND PROTECT EXISTING RETAINING WALL. EXISTING FREEWAY SIGN MAY REQUIRE RELOCATING AND/OR NARROWING OF PATH WIDTH. PATH ALIGNMENT AND/OR WIDTH MAY REQUIRE ADJUSTMENT TO AVOID EXISTING STREET LIGHT POLE. REMOVE AND RECONSTRUCT CONC SIDEWALK WITH PED CURB RAMP. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP. PRESERVE AND PROTECT EXISTING CONC SIDEWALK. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. 1 2
3 4
5 6
7 891011121314151617181920 1.2

HWY 49 HWY 49 OFF RAMP 16+00 17+00 18+00 19+00 10.00 8.30 CALTRANS ACCESS CONTROL, TYP HWY 49 OFF RAMP SHOULDER EP, TYP HWY 49 OFF RAMP ETW, TYP 4 1
6 7
9 10 10
9 CALTRANS R/W, TYP CALTRANS ACCESS CONTROL FENCE, TYP 2350 2360 2370 2380 2390 2400 2410 2350 2360 2370 2380 2390 2400 2410 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 1.17% 0.09% PVI STA = 17+30.32 PVI ELEV=2368.73 K=39.64 AD=1.26% STA=17+05.32
ELEV=2368.76
STA=17+55.32
ELEV=2368.76 EXISTING GROUND FINISHED GRADE CONSTRUCTION NOTES: CONSTRUCT 10-FT WIDE HMA PATH WITH 1% CROSS SLOPE. CONSTRUCT FILL RETAINING WALL WITH BIKE RAILING. CONSTRUCT CUT RETAINING WALL OR ROCKERY. REMOVE EXISTING ACCESS CONTROL FENCE AND RELOCATE TO BETWEEN TRAIL AND HWY 49 SHLDR EP. CONSTRUCT NEW MIDWEST GUARDRAIL SYSTEM (OR APPROVED EQUAL). CONSTRUCT NEW CONC VEHICLE BARRIER WITH NEW ACCESS CONTROL FENCE. REMOVE EXISTING GUARDRAIL. PRESERVE AND PROTECT EXISTING RETAINING WALL. EXISTING FREEWAY SIGN MAY REQUIRE RELOCATING AND/OR NARROWING OF PATH WIDTH. PATH ALIGNMENT AND/OR WIDTH MAY REQUIRE ADJUSTMENT TO AVOID EXISTING STREET LIGHT POLE. REMOVE AND RECONSTRUCT CONC SIDEWALK WITH PED CURB RAMP. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP. PRESERVE AND PROTECT EXISTING CONC SIDEWALK. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. 1 2
3 4
5 6
7 891011121314151617181920 1.2

7.98 HWY 49 20+00 21+00 22+00 23+00 CALTRANS ACCESS CONTROL, TYP HWY 49 SHOULDER EP , TYP DAYLIGHT LINE, TYP HWY 49 ETW, TYP 7 6 4 5 8 1 4 CALTRANS R/W, TYP CALTRANS ACCESS CONTROL FENCE, TYP 10.00 2360 2370 2380 2390 2400 2410 2420 2360 2370 2380 2390 2400 2410 2420 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 1.17% 3.22% PVI STA = 19+94.80 PVI ELEV=2371.84 K=24.43 AD=2.05% STA=19+69.80
ELEV=2371.54
STA=20+19.80
ELEV=2371.54 EXISTING GROUND FINISHED GRADE CONSTRUCTION NOTES: CONSTRUCT 10-FT WIDE HMA PATH WITH 1% CROSS SLOPE. CONSTRUCT FILL RETAINING WALL WITH BIKE RAILING. CONSTRUCT CUT RETAINING WALL OR ROCKERY. REMOVE EXISTING ACCESS CONTROL FENCE AND RELOCATE TO BETWEEN TRAIL AND HWY 49 SHLDR EP. CONSTRUCT NEW MIDWEST GUARDRAIL SYSTEM (OR APPROVED EQUAL). CONSTRUCT NEW CONC VEHICLE BARRIER WITH NEW ACCESS CONTROL FENCE. REMOVE EXISTING GUARDRAIL. PRESERVE AND PROTECT EXISTING RETAINING WALL. EXISTING FREEWAY SIGN MAY REQUIRE RELOCATING AND/OR NARROWING OF PATH WIDTH. PATH ALIGNMENT AND/OR WIDTH MAY REQUIRE ADJUSTMENT TO AVOID EXISTING STREET LIGHT POLE. REMOVE AND RECONSTRUCT CONC SIDEWALK WITH PED CURB RAMP. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP. PRESERVE AND PROTECT EXISTING CONC SIDEWALK. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. 1234567891011121314151617181920 1.211.221.411.421.521.511.611.621.62 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.6 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 19+50 SHEET 2.5 MATCH LINE STA 23+50 SHEET 2.7 PLAN 1" = 20' PLAN & PROFILE (19+50 TO 23+50) PRELIMINARY IMPROVEMENT PLANS 8.19 PROFILE 1" = 20' HORIZ 1" = 10' VERT SEGMENT 2 - FREEMAN LN TO S AUBURN ST SHEET GENERAL NOTES: 1. ACCESS CONTROL FENCE TO GET RELOCATED BETWEEN PROPOSED TRAIL AND EDGE OF PAVEMENT OF HIGHWAY 49 SHOULDER. FINAL LOCATION TBD. 2. DESIGN ENCROACHES ON EXISTING SHOULDER, BUT MAINTAINS A MIN SHOULDER WIDTH OF 8-FT. SEE CROSS SECTIONS. 3. THE SECTION SHOWN ON THIS SHEET MAY REQUIRE NARROWING AND A DESIGN DECISION DEPENDING ON LOCATION OF EXISTING RETAINING WALL. 4. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. Page 153 Item # 10.
24+00
25+00
26+00
27+00
28+00
4 1 DAYLIGHT LINE, TYP CALTRANS ACCESS HWY 49 SHOULDER EP, TYP. CONTROL, TYP CALTRANS R/W, TYP CALTRANS ACCESS CONTROL FENCE, TYP 10.00 2370 2380 2390 2400 2410 2420 2430 2370 2380 2390 2400 2410 2420 2430 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 3.22% 0.55% PVI STA = 26+16.96 PVI ELEV=2391.87 K=26.52 AD=-3.77% STA=25+66.96
ELEV=2390.26
STA=26+66.96
ELEV=2390.26 EXISTING GROUND FINISHED GRADE CONSTRUCTION NOTES: CONSTRUCT 10-FT WIDE HMA PATH WITH 1% CROSS SLOPE. CONSTRUCT FILL RETAINING WALL WITH BIKE RAILING. CONSTRUCT CUT RETAINING WALL OR ROCKERY. REMOVE EXISTING ACCESS CONTROL FENCE AND RELOCATE TO BETWEEN TRAIL AND HWY 49 SHLDR EP. CONSTRUCT NEW MIDWEST GUARDRAIL SYSTEM (OR APPROVED EQUAL). CONSTRUCT NEW CONC VEHICLE BARRIER WITH NEW ACCESS CONTROL FENCE. REMOVE EXISTING GUARDRAIL. PRESERVE AND PROTECT EXISTING RETAINING WALL. EXISTING FREEWAY SIGN MAY REQUIRE RELOCATING AND/OR NARROWING OF PATH WIDTH. PATH ALIGNMENT AND/OR WIDTH MAY REQUIRE ADJUSTMENT TO AVOID EXISTING STREET LIGHT POLE. REMOVE AND RECONSTRUCT CONC SIDEWALK WITH PED CURB RAMP. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP. PRESERVE AND PROTECT EXISTING CONC SIDEWALK. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. 1 2
3 4
5 6
7 891011121314151617181920 1.2

11.221.411.421.521.511.611.621.62 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.7 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 23+50 SHEET 2.6
MATCH LINE STA 27+50 SHEET 2.8 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' PLAN & PROFILE (23+50 TO 27+50) PRELIMINARY IMPROVEMENT PLANS SEGMENT 2 - FREEMAN LN TO S AUBURN ST SHEET GENERAL NOTES: 1. ACCESS CONTROL FENCE TO GET RELOCATED BETWEEN PROPOSED TRAIL AND EDGE OF PAVEMENT OF HIGHWAY 49 SHOULDER. FINAL LOCATION TBD. 2. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. Page 154 Item # 10.
28+00
29+00 30+00 31+00 DAYLIGHT LINE, TYP
1 CALTRANS R/W, TYP
DAYLIGHT LINE, TYP 10.00 2370 2380 2390 2400 2410 2420 2430 2370 2380 2390 2400 2410 2420 2430 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 0.55% 1.86% 3.79% PVI STA = 29+44.84 PVI ELEV=2390.06 K=38.05 AD=-1.31% STA=29+19.84
ELEV=2390.20
STA=29+69.84
ELEV=2390.20 PVI STA = 30+98.49 PVI ELEV=2387.20 K=15.46 AD=5.65% STA=30+54.80
ELEV=2388.01
STA=31+42.17
ELEV=2388.01 EXISTING GROUND FINISHED GRADE CONSTRUCTION NOTES: CONSTRUCT 10-FT WIDE HMA PATH WITH 1% CROSS SLOPE. CONSTRUCT FILL RETAINING WALL WITH BIKE RAILING. CONSTRUCT CUT RETAINING WALL OR ROCKERY. REMOVE EXISTING ACCESS CONTROL FENCE AND RELOCATE TO BETWEEN TRAIL AND HWY 49 SHLDR EP. CONSTRUCT NEW MIDWEST GUARDRAIL SYSTEM (OR APPROVED EQUAL). CONSTRUCT NEW CONC VEHICLE BARRIER WITH NEW ACCESS CONTROL FENCE. REMOVE EXISTING GUARDRAIL. PRESERVE AND PROTECT EXISTING RETAINING WALL. EXISTING FREEWAY SIGN MAY REQUIRE RELOCATING AND/OR NARROWING OF PATH WIDTH. PATH ALIGNMENT AND/OR WIDTH MAY REQUIRE ADJUSTMENT TO AVOID EXISTING STREET LIGHT POLE. REMOVE AND RECONSTRUCT CONC SIDEWALK WITH PED CURB RAMP. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP. PRESERVE AND PROTECT EXISTING CONC SIDEWALK. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. 1 2
3 4
5 6
7 891011121314151617181920 1.2

11.221.411.421.521.511.611.621.62 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.8 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 27+50 SHEET 2.7
MATCH LINE STA 31+50 SHEET 2.9 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' PLAN & PROFILE (27+50 TO 31+50) PRELIMINARY IMPROVEMENT PLANS SEGMENT 2 - FREEMAN LN TO S AUBURN ST SHEET GENERAL NOTES: 1. ACCESS CONTROL FENCE TO GET RELOCATED BETWEEN PROPOSED TRAIL AND EDGE OF PAVEMENT OF HIGHWAY 49 SHOULDER. FINAL LOCATION TBD. 2. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. Page 155 Item # 10.
32+00
33+00 34+00
35+00
1 4
3 HWY 49 ON RAMP EP, TYP
5 HWY 49 ON RAMP DAYLIGHT LINE, TYP CALTRANS R/W, TYP CALTRANS ACCESS CONTROL, TYP CALTRANS ACCESS CONTROL FENCE, TYP 10.00 2370 2380 2390 2400 2410 2420 2430 2370 2380 2390 2400 2410 2420 2430 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 3.79% 2.20% PVI STA = 34+31.28 PVI ELEV=2399.80 K=12.53 AD=-5.99% STA=33+93.78
ELEV=2398.38
STA=34+68.78
ELEV=2398.38 EXISTING GROUND FINISHED GRADE CONSTRUCTION NOTES: CONSTRUCT 10-FT WIDE HMA PATH WITH 1% CROSS SLOPE. CONSTRUCT FILL RETAINING WALL WITH BIKE RAILING. CONSTRUCT CUT RETAINING WALL OR ROCKERY. REMOVE EXISTING ACCESS CONTROL FENCE AND RELOCATE TO BETWEEN TRAIL AND HWY 49 SHLDR EP. CONSTRUCT NEW MIDWEST GUARDRAIL SYSTEM (OR APPROVED EQUAL). CONSTRUCT NEW CONC VEHICLE BARRIER WITH NEW ACCESS CONTROL FENCE. REMOVE EXISTING GUARDRAIL. PRESERVE AND PROTECT EXISTING RETAINING WALL. EXISTING FREEWAY SIGN MAY REQUIRE RELOCATING AND/OR NARROWING OF PATH WIDTH. PATH ALIGNMENT AND/OR WIDTH MAY REQUIRE ADJUSTMENT TO AVOID EXISTING STREET LIGHT POLE. REMOVE AND RECONSTRUCT CONC SIDEWALK WITH PED CURB RAMP. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP. PRESERVE AND PROTECT EXISTING CONC SIDEWALK. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. 1 2
3 4
5 6
7 8
91011121314151617181920 1.2

S AUBURN ST
NEAL ST HWY 49 ON RAMP TRAIL TERMINATES AT FUTURE ROUNDABOUT PROJECT LIMITS. CALTRANS ACCESS CONTROL FENCE, TYP 10.00 2370 2380 2390 2400 2410 2420 2430 2370 2380 2390 2400 2410 2420 2430 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 GB - STA=38+16.94
ELEV=2396.10 2.20% 1.35% PVI STA = 36+82.13 PVI ELEV=2394.28 K=14.08 AD=3.55% STA=36+57.13
ELEV=2394.83
STA=37+07.13
ELEV=2394.83EXISTING GROUND FINISHED GRADE CONSTRUCTION NOTES: CONSTRUCT 10-FT WIDE HMA PATH WITH 1% CROSS SLOPE. CONSTRUCT FILL RETAINING WALL WITH BIKE RAILING. CONSTRUCT CUT RETAINING WALL OR ROCKERY. REMOVE EXISTING ACCESS CONTROL FENCE AND RELOCATE TO BETWEEN TRAIL AND HWY 49 SHLDR EP. CONSTRUCT NEW MIDWEST GUARDRAIL SYSTEM (OR APPROVED EQUAL). CONSTRUCT NEW CONC VEHICLE BARRIER WITH NEW ACCESS CONTROL FENCE. REMOVE EXISTING GUARDRAIL. PRESERVE AND PROTECT EXISTING RETAINING WALL. EXISTING FREEWAY SIGN MAY REQUIRE RELOCATING AND/OR NARROWING OF PATH WIDTH. PATH ALIGNMENT AND/OR WIDTH MAY REQUIRE ADJUSTMENT TO AVOID EXISTING STREET LIGHT POLE. REMOVE AND RECONSTRUCT CONC SIDEWALK WITH PED CURB RAMP. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP. PRESERVE AND PROTECT EXISTING CONC SIDEWALK. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. 1 2
3 4
5 6
7 891011121314151617181920 1.2

11.221.411.421.521.511.611.621.62 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.10 MARCH 6, 2023 OF 80 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 35+50 SHEET 2.9 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' PLAN & PROFILE (35+50 TO 38+50) PRELIMINARY IMPROVEMENT PLANS SEGMENT 2 - FREEMAN LN TO S AUBURN ST SHEET GENERAL NOTES: 1. ACCESS CONTROL FENCE TO GET RELOCATED BETWEEN PROPOSED TRAIL AND EDGE OF PAVEMENT OF HIGHWAY 49 SHOULDER. FINAL LOCATION TBD. 2. DESIGN STOPS SHORT OF PROPOSED ROUNDABOUT. TRAIL WILL BE ROUTED THROUGH ROUNDABOUT TO NEAL STREET WHERE IT WILL CONTINUE NORTH ON THE EAST SIDE OF HANSEN WAY. 3. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. Page 157 Item # 10.
6+00 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 -30 -20 -10 0 10 20 30 40 50 60 70 6+50 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 -30 -20 -100 10 20 30 40 50 60 70 7+00 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 -30 -20 -10 0 10 20 30 40 50 60 70 7+50 2330 2335 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2330 2335 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 -30 -20 -100 10 20 30 40 50 60 70 EP: 5.00
EL: 2365.98
TW: 5.50
EL: 2367.73
TW: -6.00
EL: 2365.88
EP: -5.00
EL: 2365.88
EP: 5.00
EL: 2368.43
TW: 6.00
EL: 2371.16
TW: -6.00
EL: 2368.33
EP: -5.00
EL: 2368.33
EP: 5.00
EL: 2370.89
TW: 6.00
EL: 2374.23
TW: -6.00
EL: 2370.79
EP: -5.00
EL: 2370.79
TW: -6.00
EL: 2373.25
EP: -5.00
EL: 2373.25
EP: 5.00
EL: 2373.35
DLT: 7.38
EL: 2373.37
BW: -6.00
EL: 2367.31
HWY 49 EP: 46.10
BW: -6.00
EL: 2364.90
HWY 49 EP: 39.01
HWY 49 ETW: 46.97
BW: -6.00
EL: 2363.99
CT R/W: -7.79
HWY 49 EP: 49.63
BW: -6.00
EL: 2365.07
CT R/W: -15.68
HWY 49 EP: 47.79 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.11 DECEMBER 23, 2022 OF 27 1" = 10' MT ES,MT ES,MT CROSS SECTION (6+00 TO 7+50) 30% DESIGN REVIEW CROSS SECTIONS 1" = 10' SEGMENT 2 - FREEMAN LN TO NEAL ST

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Item # 10.
8+00 2330 2335 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2330 2335 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 -30 -20 -10 0 10 20 30 40 50 60 70 8+50 2335 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2335 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 -30 -20 -100 10 20 30 40 50 60 70 9+00 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 -30 -20 -10 0 10 20 30 40 50 60 70 9+50 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 -30 -20 -100 10 20 30 40 50 60 70 EP: 5.00
EL: 2374.90
TW: 5.50
EL: 2376.65
TW: -6.00
EL: 2374.80
EP: -5.00
EL: 2374.80
EP: 5.00
EL: 2373.82
TW: 5.50
EL: 2375.41
TW: -6.00
EL: 2373.72
EP: -5.00
EL: 2373.72
EP: 5.00
EL: 2372.06
TW: 5.50
EL: 2374.03
TW: -6.00
EL: 2371.96
EP: -5.00
EL: 2371.96
EP: 5.00
EL: 2370.29
TW: 5.50
EL: 2370.87
TW: -6.00
EL: 2370.19
EP: -5.00
EL: 2370.19
BW: -6.00
EL: 2368.97
HWY 49 EP: 28.76
HWY 49 ETW: 37.11
BW: -6.00
EL: 2368.68
HWY 49 EP: 29.41
HWY 49 ETW: 37.56
BW: -6.00
EL: 2366.11
CT R/W: -27.03
HWY 49 EP: 30.14
HWY 49 ETW: 38.30
BW: -6.00
EL: 2362.67
CT R/W: -22.53
HWY 49 EP: 30.32
HWY 49 ETW: 39.07 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.12 DECEMBER 23, 2022 OF 27 1" = 10' MT ES,MT ES,MT CROSS SECTION (8+00 TO 9+50) 30% DESIGN REVIEW CROSS SECTIONS 1" = 10' SEGMENT 2 - FREEMAN LN TO NEAL ST

Page 159 ends

Item # 10.
10+00 2335 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2335 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 -30 -20 -10 0 10 20 30 40 50 60 70 10+50 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 -30 -20 -100 10 20 30 40 50 60 70 11+00 2335 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2335 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 -30 -20 -10 0 10 20 30 40 50 11+50 2335 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2335 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 -30 -20 -100 10 20 30 40 50 EP: 5.00
EL: 2369.43
TW: 5.50
EL: 2370.46
TW: -6.00
EL: 2369.33
EP: -5.00
EL: 2369.33
EP: 5.00
EL: 2369.38
TW: 5.50
EL: 2370.19
TW: -6.00
EL: 2369.28
EP: -5.00
EL: 2369.28
EP: 5.00
EL: 2369.34
TW: 5.50
EL: 2370.65
TW: -6.00
EL: 2369.24
EP: -5.00
EL: 2369.24
EP: 5.00
EL: 2369.29
TW: 5.50
EL: 2370.65
TW: -6.00
EL: 2369.19
EP: -5.00
EL: 2369.19
BW: -6.00
EL: 2363.10
CT R/W: -19.76
HWY 49 EP: 28.78
HWY 49 ETW: 37.83
BW: -6.00
EL: 2363.93
CT R/W: -18.33
HWY 49 EP: 25.80
HWY 49 ETW: 34.80
BW: -6.00
EL: 2364.50
CT R/W: -17.48
HWY 49 EP: 22.94
HWY 49 ETW: 31.60
BW: -6.00
EL: 2363.78
CT R/W: -16.64
HWY 49 EP: 20.06
HWY 49 ETW: 28.63 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.13 DECEMBER 23, 2022 OF 27 1" = 10' MT ES,MT ES,MT CROSS SECTION (10+00 TO 11+50) 30% DESIGN REVIEW CROSS SECTIONS 1" = 10' SEGMENT 2 - FREEMAN LN TO NEAL ST

Page 160 ends

Item # 10.
12+00 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 -30 -20 -10 0 10 20 30 40 50 12+50 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 -30 -20 -100 10 20 30 40 50 13+00 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -10 0 10 20 30 40 50 13+50 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2340 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -100 10 20 30 40 50 EP: 5.00
EL: 2369.25
TW: 5.50
EL: 2370.26
TW: -6.00
EL: 2369.15
EP: -5.00
EL: 2369.15
TW: -6.00
EL: 2369.11
EP: -5.00
EL: 2369.11
EP: 5.00
EL: 2369.21
DLT: 5.05
EL: 2369.21
EP: 5.00
EL: 2369.16
TW: 5.50
EL: 2369.75
TW: -6.00
EL: 2369.06
EP: -5.00
EL: 2369.06
EP: 5.00
EL: 2369.12
TW: 5.50
EL: 2370.06
TW: -6.00
EL: 2369.02
EP: -5.00
EL: 2369.02
BW: -6.00
EL: 2363.37
CT R/W: -15.80
HWY 49 EP: 17.16
HWY 49 ETW: 25.56
BW: -6.00
EL: 2362.53
CT R/W: -14.96
HWY 49 EP: 14.38
HWY 49 ETW: 22.83
BW: -6.00
EL: 2362.87
CT R/W: -14.13
HWY 49 EP: 11.82
HWY 49 ETW: 20.23
BW: -6.00
EL: 2363.54
CT R/W: -13.29
HWY 49 EP: 9.88
HWY 49 ETW: 18.34 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.14 DECEMBER 23, 2022 OF 27 1" = 10' MT ES,MT ES,MT CROSS SECTION (12+00 TO 13+50) 30% DESIGN REVIEW CROSS SECTIONS 1" = 10' SEGMENT 2 - FREEMAN LN TO NEAL ST

Page 161 ends

Item # 10.
14+00 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -10 0 10 20 30 40 50 14+50 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -100 10 20 30 40 50 15+00 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -100 10 20 30 40 50 15+50 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -10 0 10 20 30 40 50 16+00 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -100 10 20 30 40 50 16+50 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -100 10 20 30 40 50 EP: 5.00
EL: 2369.07
TW: 5.50
EL: 2370.08
TW: -6.00
EL: 2368.97
EP: -5.00
EL: 2368.97
EP: 5.00
EL: 2369.03
TW: -6.00
EL: 2368.93
EP: -5.00
EL: 2368.93
EP: 5.00
EL: 2368.99
TW: -6.00
EL: 2368.89
EP: -5.00
EL: 2368.89
EP: 5.00
EL: 2368.94
TW: -6.00
EL: 2368.84
EP: -5.00
EL: 2368.84
EP: 5.00
EL: 2368.90
TW: -6.00
EL: 2368.80
EP: -5.00
EL: 2368.80
EP: 5.00
EL: 2368.85
TW: -6.00
EL: 2368.75
EP: -5.00
EL: 2368.75
BW: -6.00
EL: 2364.70
CT R/W: -12.75
HWY 49 EP: 9.04
HWY 49 ETW: 17.30
BW: -6.00
EL: 2364.35
CT R/W: -13.39
HWY 49 EP: 7.90
HWY 49 ETW: 16.79
BW: -6.00
EL: 2365.15
CT R/W: -14.82
HWY 49 EP: 7.30
HWY 49 ETW: 16.01
BW: -6.00
EL: 2365.73
CT R/W: -15.11
HWY 49 EP: 6.59
HWY 49 ETW: 15.65
BW: -6.00
EL: 2366.06
CT R/W: -15.39
HWY 49 EP: 6.45
HWY 49 ETW: 15.43
BW: -6.00
EL: 2365.87
CT R/W: -15.66
HWY 49 EP: 6.23
HWY 49 ETW: 15.02 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.16 DECEMBER 23, 2022 OF 27 1" = 10' MT ES,MT ES,MT CROSS SECTION (14+00 TO 16+50) 30% DESIGN REVIEW CROSS SECTIONS 1" = 10' SEGMENT 2 - FREEMAN LN TO NEAL ST

Page 162 ends

Item # 10.
17+00 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -10 0 10 20 30 40 50 17+50 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -100 10 20 30 40 50 18+00 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -100 10 20 30 40 50 18+50 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -10 0 10 20 30 40 50 19+00 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 -30 -20 -100 10 20 30 19+50 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 -30 -20 -100 10 20 30 EP: 5.00
EL: 2368.81
TW: -6.00
EL: 2368.71
EP: -5.00
EL: 2368.71
EP: 5.00
EL: 2369.02
TW: -6.00
EL: 2368.92
EP: -5.00
EL: 2368.92
EP: 5.00
EL: 2369.60
TW: -6.00
EL: 2369.50
EP: -5.00
EL: 2369.50
EP: 5.00
EL: 2370.19
TW: -6.00
EL: 2370.09
EP: -5.00
EL: 2370.09
EP: 5.00
EL: 2370.77
TW: -6.00
EL: 2370.67
EP: -5.00
EL: 2370.67
EP: -5.00
EL: 2371.26
EP: 5.00
EL: 2371.36
BW: -6.00
EL: 2366.22
CT R/W: -15.40
HWY 49 EP: 6.54
HWY 49 ETW: 15.25
BW: -6.00
EL: 2366.53
CT R/W: -14.25
HWY 49 EP: 7.60
HWY 49 ETW: 16.44
BW: -6.00
EL: 2367.82
CT R/W: -12.98
HWY 49 EP: 8.87
HWY 49 ETW: 17.73
BW: -6.00
EL: 2368.48 CT R/W: -11.53
HWY 49 EP: 9.89
HWY 49 ETW: 18.93
BW: -6.00
EL: 2368.59 CT R/W: -12.18
HWY 49 EP: 9.31
HWY 49 ETW: 18.74
CT R/W: -14.78
HWY 49 EP: 8.43
HWY 49 ETW: 17.59 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.16 DECEMBER 23, 2022 OF 27 1" = 10' MT ES,MT ES,MT CROSS SECTION (17+00 TO 19+50) 30% DESIGN REVIEW CROSS SECTIONS 1" = 10' SEGMENT 2 - FREEMAN LN TO NEAL ST

Page 163 ends

Item # 10.
20+00 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 -30 -20 -10 0 10 20 30 20+50 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 -30 -20 -100 10 20 30 21+00 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2345 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 -30 -20 -10 0 10 20 30 21+50 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 -30 -20 -100 10 20 30 22+00 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 -30 -20 -10 0 10 20 30 22+50 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2350 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 -30 -20 -100 10 20 30 2:1
-2:1
EP: -2.88
EL: 2372.06
EP: 5.00
EL: 2372.13
EP: -3.10
EL: 2373.58
EP: 5.00
EL: 2373.66
EP: -3.03
EL: 2375.19
EP: 5.00
EL: 2375.27
EP: -2.97
EL: 2376.80
EP: 5.00
EL: 2376.88
EP: -5.61
EL: 2378.39
EP: 5.00
EL: 2378.49
EP: 5.00
EL: 2380.10
DLT: 8.45
EL: 2381.83
EP: -5.00
EL: 2380.00
DLT: -16.30
EL: 2374.35
CT R/W: -17.10
HWY 49 EP: 6.18
HWY 49 ETW: 15.57
CT R/W: -17.83
HWY 49 EP: 5.66
HWY 49 ETW: 15.27
CT R/W: -18.27
HWY 49 EP: 5.79
HWY 49 ETW: 15.22
CT R/W: -18.71
HWY 49 EP: 6.22
HWY 49 ETW: 15.22
CT R/W: -16.39
HWY 49 EP: 9.47
HWY 49 ETW: 18.15
CT R/W: -9.80
HWY 49 EP: 15.95
HWY 49 ETW: 24.96 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.17 DECEMBER 23, 2022 OF 27 1" = 10' MT ES,MT ES,MT CROSS SECTION (20+00 TO 22+50) 30% DESIGN REVIEW CROSS SECTIONS 1" = 10' SEGMENT 2 - FREEMAN LN TO NEAL ST

Page 164 ends

Item # 10.
23+00 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2355 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 -30 -20 -10 0 10 20 30 23+50 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 -30 -20 -100 10 20 30 24+00 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 -30 -20 -10 0 10 20 30 24+50 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 -30 -20 -100 10 20 30 25+00 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 -30 -20 -10 0 10 20 30 25+50 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 -30 -20 -100 10 20 30 -2:1
2:1
-2:1
-2:1
2:1
2:1
-2:1
2:1
-2:1
EP: 5.00
EL: 2381.71
DLT: 5.60
EL: 2381.72
EP: -5.00
EL: 2381.61
DLT: -17.06
EL: 2375.58
EP: 5.00
EL: 2383.32
DLT: 8.15
EL: 2384.90
EP: -5.00
EL: 2383.22
DLT: -20.34
EL: 2375.55
DLT: -5.43
EL: 2384.62
EP: -5.00
EL: 2384.83
EP: 5.00
EL: 2384.93
DLT: 5.45
EL: 2385.16
EP: 5.00
EL: 2386.54
DLT: 7.05
EL: 2387.57
DLT: -6.22
EP: -5.00
EL: 2386.44
EL: 2385.84
EP: 5.00
EL: 2388.15
DLT: 9.67
EL: 2390.49
DLT: -9.82
EL: 2387.96
EP: -5.00
EL: 2388.05
EP: 5.00
EL: 2389.76
DLT: 6.00
EL: 2389.77
EP: -5.00
EL: 2389.66
DLT: -27.73
EL: 2378.30
CT R/W: -3.15
HWY 49 EP: 22.10
CT R/W: 12.17 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.18 DECEMBER 23, 2022 OF 27 1" = 10' MT ES,MT ES,MT CROSS SECTION (23+00 TO 25+50) 30% DESIGN REVIEW CROSS SECTIONS 1" = 10' SEGMENT 2 - FREEMAN LN TO NEAL ST

Page 165 ends

Item # 10.
26+00 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 -30 -20 -10 0 10 20 30 26+50 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 -30 -20 -100 10 20 30 27+00 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 -30 -20 -10 0 10 20 30 27+50 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 -30 -20 -100 10 20 30 28+00 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 -30 -20 -10 0 10 20 30 28+50 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 -30 -20 -100 10 20 30 -2:1
-2:1
-2:1
-2:1
-2:1
-2:1
EP: 5.00
EL: 2391.17
DLT: 5.23
EL: 2391.17
EP: -5.00
EL: 2391.07
DLT: -22.11
EL: 2382.51
EP: 5.00
EL: 2391.68
DLT: 7.33
EL: 2391.71
EP: -5.00
EL: 2391.58
DLT: -16.23
EL: 2385.97
EP: 5.00
EL: 2391.46
DLT: 7.00
EL: 2391.48
EP: -5.00
EL: 2391.36
DLT: -12.45
EL: 2387.64
EP: -5.00
EL: 2391.09
EP: 5.00
EL: 2391.19
DLT: 6.53
EL: 2391.20
DLT: -8.86
EL: 2389.16
EP: -5.00
EL: 2390.81
EP: 5.00
EL: 2390.91
DLT: 6.32
EL: 2390.93
DLT: -8.78
EL: 2388.92
EP: 5.00
EL: 2390.64
DLT: 8.68
EL: 2390.67
EP: -5.00
EL: 2390.54
DLT: -12.31
EL: 2386.88 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.19 DECEMBER 23, 2022 OF 27 1" = 10' MT ES,MT ES,MT CROSS SECTION (26+00 TO 28+50) 30% DESIGN REVIEW CROSS SECTIONS 1" = 10' SEGMENT 2 - FREEMAN LN TO NEAL ST

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Item # 10.
29+00 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 -30 -20 -10 0 10 20 30 29+50 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 -30 -20 -100 10 20 30 30+00 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 -30 -20 -10 0 10 20 30 30+50 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 -30 -20 -100 10 20 30 31+00 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 -30 -20 -10 0 10 20 30 31+50 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 -30 -20 -100 10 20 30 -2:1
-2:1
-2:1
-2:1
-2:1
-2:1
EP: -5.00
EL: 2390.26
EP: 5.00
EL: 2390.36
DLT: 10.13
EL: 2390.41
DLT: -10.75
EL: 2387.39
EP: -5.00
EL: 2389.87
EP: 5.00
EL: 2389.97
DLT: 10.97
EL: 2390.03
DLT: -10.41
EL: 2387.16
EP: -5.00
EL: 2388.99
EP: 5.00
EL: 2389.09
DLT: 6.95
EL: 2389.11
DLT: -7.85
EL: 2387.56
EP: -5.00
EL: 2388.06
EP: 5.00
EL: 2388.16
DLT: 7.62
EL: 2388.19
DLT: -7.13
EL: 2387.00
EP: -5.00
EL: 2387.91
EP: 5.00
EL: 2388.01
DLT: 8.48
EL: 2388.05
DLT: -7.76
EL: 2386.53
EP: -5.00
EL: 2389.10
EP: 5.00
EL: 2389.20
DLT: 7.16
EL: 2389.22
DLT: -7.78
EL: 2387.71 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.20 DECEMBER 23, 2022 OF 27 1" = 10' MT ES,MT ES,MT CROSS SECTION (29+00 TO 31+50) 30% DESIGN REVIEW CROSS SECTIONS 1" = 10' SEGMENT 2 - FREEMAN LN TO NEAL ST

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Item # 10.
32+00 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 -30 -20 -10 0 10 20 30 32+50 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2360 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 -30 -20 -100 10 20 30 33+00 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 -30 -20 -10 0 10 20 30 33+50 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 -30 -20 -100 10 20 30 34+00 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 -30 -20 -10 0 10 20 30 34+50 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2365 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 -30 -20 -100 10 20 30 -2:1
-2:1
-2:1
-2:1
-2:1
EP: -5.00
EL: 2390.99
EP: 5.00
EL: 2391.09
DLT: 9.02
EL: 2391.13
DLT: -16.30
EL: 2385.34
EP: 5.00
EL: 2392.99
TW: 6.00
EL: 2394.29
EP: -5.00
EL: 2392.89
DLT: -15.11
EL: 2387.83
EP: 5.00
EL: 2394.88
TW: 6.00
EL: 2398.34
EP: -5.00
EL: 2394.78
DLT: -18.81
EL: 2387.88
EP: 5.00
EL: 2396.77
TW: 6.00
EL: 2400.04
EP: -5.00
EL: 2396.67
DLT: -15.31
EL: 2391.52
EP: 5.00
EL: 2398.65
TW: 6.00
EL: 2402.31
EP: -5.00
EL: 2398.55
DLT: -23.41
EL: 2389.34
EP: 5.00
EL: 2399.30
TW: 6.00
EL: 2406.83
DLT: -5.54
EL: 2399.19
EP: -5.00
EL: 2399.20
CT R/W: -5.65
HWY 49 EP: 24.72
HWY 49 EP: 14.94
HWY 49 ETW: 23.11 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.21 MARCH 16, 2023 OF 82 1" = 10' MT ES,MT ES,MT CROSS SECTION (32+00 TO 34+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 2 - FREEMAN LN TO S AUBURN ST

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Item # 10.
35+00 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 -30 -20 -10 0 10 20 30 35+50 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 -30 -20 -100 10 20 30 36+00 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 -30 -20 -10 0 10 20 30 36+50 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 -30 -20 -100 10 20 30 37+00 2375 2380 2385 2390 2395 2400 2405 2410 2415 2375 2380 2385 2390 2395 2400 2405 2410 2415 -30 -20 -10 0 10 20 30 37+50 2375 2380 2385 2390 2395 2400 2405 2410 2415 2375 2380 2385 2390 2395 2400 2405 2410 2415 -30 -20 -100 10 20 30 -2:1
-2:1
-2:1
-2:1
EP: 5.00
EL: 2398.34
TW: 6.00
EL: 2405.55
EP: -5.00
EL: 2398.24
DLT: -11.31
EL: 2395.08
EP: 5.00
EL: 2397.24
TW: 6.00
EL: 2403.46
EP: -5.00
EL: 2397.14
DLT: -15.65
EL: 2391.82
EP: 5.00
EL: 2396.14
TW: 6.00
EL: 2403.29
DLT: -8.77
EL: 2395.96
EP: -5.00
EL: 2396.04
EP: 5.00
EL: 2395.04
TW: 6.00
EL: 2400.19
DLT: -7.11
EL: 2394.90
EP: -5.00
EL: 2394.94
EP: 5.00
EL: 2394.59
TW: 6.00
EL: 2399.49
EP: -5.00
EL: 2394.49
DLT: -7.42
EL: 2393.28
EP: 5.00
EL: 2395.25
TW: 6.00
EL: 2396.87
EP: -5.00
EL: 2395.15
DLT: -8.66
EL: 2393.32
HWY 49 EP: 13.83
HWY 49 ETW: 22.24
CT R/W: -9.59
HWY 49 EP: 14.71
HWY 49 ETW: 22.64
CT R/W: -7.97
HWY 49 EP: 13.39
HWY 49 ETW: 21.64
CT R/W: -6.75
HWY 49 EP: 12.83
HWY 49 ETW: 21.53
CT R/W: -6.77
HWY 49 EP: 13.10
HWY 49 ETW: 21.90
CT R/W: -8.40
HWY 49 EP: 12.65
HWY 49 ETW: 21.69 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 2.22 MARCH 16, 2023 OF 82 1" = 10' MT ES,MT ES,MT CROSS SECTION (35+00 TO 37+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 2 - FREEMAN LN TO S AUBURN ST

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Item # 10.

WOLF CREEK TRAIL - CITY OF GRASS VALLEY
C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\SEGMENT 3\SEG-3-WLF-BEG.DWG PLOTTED ON: 3/15/2023 ---- ---- ---- ---- ---- ----3.0MARCH 6, 2023 OF 80 1" = 20' MT MT, ES, JH MT, ES BEGIN SEGMENT 3 PRELIMINARY IMPROVEMENT PLANS SEGMENT 3 SEGMENT 3 - HANSEN WAY LIMITS: HANSEN WAY FROM COLFAX AVE TO BENNETT ST Page 170 Item # 10.

CONSTRUCTION NOTES CONSTRUCT 8-FT SIDEWALK WITH NEW ROLLED CURB AND GUTTER. CONSTRUCT MEDIAN FOR EITHER PLANTING OR HARDSCAPE WITH TREES IN TREE GRATES. SAWCUT AND REMOVE EXISTING AC PAVEMENT AND RESTORE WITH NEW HMA AS SHOWN. MATCH EXISTING SIDEWALK GRADES AND WIDTH. INSTALL ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING SURFACE. MATCH EXISTING AC GRADES. CONSTRUCT CONC RETAINING WALL. INTEGRATE COLOR PAVING. PROVIDE TRAIL IDENTITY ELEMENT. PROVIDE GATEWAY ELEMENT. INSTALL INTERPRETIVE ELEMENT. INSTALL WAYFINDING ELEMENT. CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. INSTALL BOLLARD. 1 2
3 4
5 6
7 891011121314 1.4

11.421.611.621.621.2

31.231.23 0+00 1+00 2+00 3+00 HANSEN WAY
COLFAX AVE 0+00 1+00 2+00 3+00 CITY R/W, TYP. 1
3 6
2 12 11 10
9 13
9 9
8 5
4 14 8.00 2370 2380 2390 2400 2410 2420 2430 2370 2380 2390 2400 2410 2420 2430 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 GB - STA=0+16.87
ELEV=2398.49
GB - STA=0+61.43
ELEV=2398.68 0.43% 1.62% PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL SLOPE SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 3.1 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 3+50 SHEET 3.2 SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. 2. LAYOUT TO INTEGRATE WITH FUTURE ROUNDABOUT IMPROVEMENTS. PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' PLAN & PROFILE (0+00 TO 3+50) PRELIMINARY IMPROVEMENT PLANS SEGMENT 3 - HANSEN WAY

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Item # 10.
4+00 5+00 6+00 7+00 HANSEN WAY
BANK ST 4+00 5+00 6+00 7+00
1 3
2 4
4 5
6 9
9 8
3 10 12 CITY R/W, TYP. DAYLIGHT LINE, TYP. 14 8.00 CONSTRUCTION NOTES CONSTRUCT 8-FT SIDEWALK WITH NEW ROLLED CURB AND GUTTER. CONSTRUCT MEDIAN FOR EITHER PLANTING OR HARDSCAPE WITH TREES IN TREE GRATES. SAWCUT AND REMOVE EXISTING AC PAVEMENT AND RESTORE WITH NEW HMA AS SHOWN. MATCH EXISTING SIDEWALK GRADES AND WIDTH. INSTALL ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING SURFACE. MATCH EXISTING AC GRADES. CONSTRUCT CONC RETAINING WALL. INTEGRATE COLOR PAVING. PROVIDE TRAIL IDENTITY ELEMENT. PROVIDE GATEWAY ELEMENT. INSTALL INTERPRETIVE ELEMENT. INSTALL WAYFINDING ELEMENT. CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. INSTALL BOLLARD. 1 2
3 4
5 6
7 891011121314 1.4

11.421.611.621.621.2

31.231.23 2380 2390 2400 2410 2420 2430 2440 2380 2390 2400 2410 2420 2430 2440 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 GB - STA=4+54.76
ELEV=2405.06
GB - STA=6+61.44
ELEV=2408.77
GB - STA=7+37.14
ELEV=2409.24 0.63% 1.79% 1.62% 3.79% PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL SLOPE SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 3.2 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 3+50 SHEET 3.1
MATCH LINE STA 7+50 SHEET 3.3 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' PLAN & PROFILE (3+50 TO 7+50) PRELIMINARY IMPROVEMENT PLANS SEGMENT 3 - HANSEN WAY SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. Page 172 Item # 10.
8+00 HANSEN WAY 9+00 9+67 EAST BENNETT ST
HWY 49 RAMP 8+00 9+00 9+67 CITY R/W, TYP. DAYLIGHT LINE, TYP. 1 3 2
8 5
6 7
9 10 12 14 8.00 CONSTRUCTION NOTES CONSTRUCT 8-FT SIDEWALK WITH NEW ROLLED CURB AND GUTTER. CONSTRUCT MEDIAN FOR EITHER PLANTING OR HARDSCAPE WITH TREES IN TREE GRATES. SAWCUT AND REMOVE EXISTING AC PAVEMENT AND RESTORE WITH NEW HMA AS SHOWN. MATCH EXISTING SIDEWALK GRADES AND WIDTH. INSTALL ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING SURFACE. MATCH EXISTING AC GRADES. CONSTRUCT CONC RETAINING WALL. INTEGRATE COLOR PAVING. PROVIDE TRAIL IDENTITY ELEMENT. PROVIDE GATEWAY ELEMENT. INSTALL INTERPRETIVE ELEMENT. INSTALL WAYFINDING ELEMENT. CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. INSTALL BOLLARD. 1 2
3 4
5 6
7 891011121314 1.4

11.421.611.621.621.2

31.231.23 2390 2400 2410 2420 2430 2440 2450 2390 2400 2410 2420 2430 2440 2450 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 GB - STA=9+66.96
ELEV=2416.00 3.79% 0.77% PVI STA = 9+24.38 PVI ELEV=2416.33 K=10.96 AD=-4.56% STA=8+99.38
ELEV=2415.38
STA=9+49.38
ELEV=2415.38 PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL SLOPE SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 3.3 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 7+50 SHEET 3.2 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' PLAN & PROFILE (7+50 TO 9+67) PRELIMINARY IMPROVEMENT PLANS SEGMENT 3 - HANSEN WAY SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. SEGMENT 3 SEGMENT 4 Page 173 Item # 10.
1+50 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 -30 -20 -10 0 10 20 30 40 50
3:1 2+00 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 -30 -20 -10 0 10 20 30 40 50
3:1 2+50 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 -30 -20 -10 0 10 20 30 40 50
-3:1 3+00 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 -30 -20 -10 0 10 20 30 40 50
-3:1 3+50 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 -30 -20 -10 0 10 20 30 40 50
-3:1 1+00 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2370 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 -30 -20 -10 0 10 20 30 40 50
3:1
(E) EP: 23.81
CT R/W: 40.81
(E) EP: 23.87
CT R/W: 40.86
(E) EP: 23.38
CT R/W: 40.71
(E) EP: 21.82
CT R/W: 40.53
(E) EP: 22.92
CT R/W: 40.37
(E) EP: 22.23
CT R/W: 42.27
EP: 3.80
EL: 2399.23
EP: 17.63
EL: 2398.86
EP: 23.00
EL: 2398.76
BWLK: 33.51
EL: 2399.01
DLT: 34.23
EL: 2399.25
EP: -10.70
EL: 2399.33
EP: 12.63
EL: 2399.90
EP: 17.63
EL: 2399.72
EP: 23.00
EL: 2399.61
BWLK: 33.57
EL: 2399.87
DLT: 34.34
EL: 2400.13
EP: -10.17
EL: 2400.13
EP: 12.63
EL: 2400.65
EP: 17.63
EL: 2400.53
EP: 23.01
EL: 2400.42
BWLK: 33.62
EL: 2400.68
DLT: 35.74
EL: 2401.38
EP: -10.29
EL: 2401.00
EP: 12.63
EL: 2401.51
EP: 17.63
EL: 2401.32
EP: 23.00
EL: 2401.21
BWLK: 33.63
EL: 2401.47
DLT: 34.18
EL: 2401.29
EP: -11.28
EL: 2401.82
EP: 12.63
EL: 2402.31
EP: 17.63
EL: 2402.12
EP: 23.00
EL: 2402.01
BWLK: 33.63
EL: 2402.27
DLT: 34.50
EL: 2401.98
EP: -11.49
EL: 2402.61
EP: 12.62
EL: 2403.09
EP: 17.62
EL: 2402.91
EP: 23.00
EL: 2402.80
BWLK: 33.63
EL: 2403.06
DLT: 34.32
EL: 2402.83
EP: -10.86
EL: 2403.43 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 3.4 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (1+00 TO 3+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 3 - HANSEN WAY

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Item # 10.
4+00 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 -30 -20 -10 0 10 20 30 40 50
-3:1 4+50 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 -30 -20 -10 0 10 20 30 40 50
-3:1 5+00 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 2375 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 -30 -20 -10 0 10 20 30 40 50
-3:1 5+50 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 -30 -20 -10 0 10 20 30 40 50
-3:1 6+00 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 -30 -20 -10 0 10 20 30 40 50
3:1 7+50 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 2380 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 -30 -20 -10 0 10 20 30 40 50
3:1
(E) EP: 23.32
CT R/W: 40.32
(E) EP: 22.38
CT R/W: 40.33
(E) EP: 22.89
CT R/W: 40.35
(E) EP: 22.44
CT R/W: 40.37
(E) EP: 22.86
CT R/W: 40.39
(E) EP: 20.57
CT R/W: 41.78
EP: 12.62
EL: 2403.88
EP: 17.62
EL: 2403.71
EP: 23.00
EL: 2403.60
BWLK: 33.63
EL: 2403.86
DLT: 34.50
EL: 2403.57
EP: -10.61
EL: 2404.21
EP: 12.62
EL: 2404.74
EP: 17.62
EL: 2404.51
EP: 23.00
EL: 2404.40
BWLK: 33.63
EL: 2404.66
DLT: 34.66
EL: 2404.32
EP: -10.55
EL: 2405.02
EP: 12.62
EL: 2405.64
EP: 17.62
EL: 2405.43
EP: 23.00
EL: 2405.33
BWLK: 33.63
EL: 2405.58
DLT: 35.36
EL: 2405.01
EP: -10.72
EL: 2405.81
EP: 12.62
EL: 2406.55
EP: 17.62
EL: 2406.37
EP: 23.00
EL: 2406.26
BWLK: 33.63
EL: 2406.52
DLT: 35.62
EL: 2405.86
EP: -11.12
EL: 2406.67
EP: 12.62
EL: 2407.40
EP: 17.62
EL: 2407.21
EP: 23.00
EL: 2407.10
BWLK: 33.63
EL: 2407.36
DLT: 34.25
EL: 2407.57
EP: -11.75
EL: 2407.56
EP: 3.63
EL: 2409.62
EP: 17.63
EL: 2409.75
EP: 23.01
EL: 2409.65
BWLK: 33.63
EL: 2409.90
DLT: 35.17
EL: 2410.42
EP: -12.38
EL: 2409.31 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 3.5 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (4+00 TO 7+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 3 - HANSEN WAY

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Item # 10.
8+00 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 -30 -20 -10 0 10 20 30 40 50
-3:1 8+50 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 2450 2385 2390 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 2450 -30 -20 -10 0 10 20 30 40 50
-3:1
(E) EP: 20.68
CT R/W: 40.45
(E) EP: 19.27
CT R/W: 40.47
EP: 12.63
EL: 2411.84
EP: 17.63
EL: 2411.88
EP: 23.01
EL: 2411.78
BWLK: 33.63
EL: 2412.03
DLT: 35.18
EL: 2411.52
EP: -10.76
EL: 2411.27
EP: 12.63
EL: 2413.92
EP: 17.63
EL: 2414.10
EP: 23.01
EL: 2413.99
BWLK: 33.63
EL: 2414.25
DLT: 39.40
EL: 2412.32
EP: -10.69
EL: 2413.18 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 3.6 MARCH 16, 2023 OF 82 1" = 20' XXXXXX CROSS SECTION (8+00 TO 8+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' VALUE Page 176
Item # 10.

WOLF CREEK TRAIL - CITY OF GRASS VALLEY
C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\SEGMENT 4\SEG-4-WLF-BEG.DWG PLOTTED ON: 3/15/2023 ---- ---- ---- ---- ---- ----4.0MARCH 6, 2023 OF 80 1" = 20' MT MT, ES, JH MT, ES BEGIN SEGMENT 4 PRELIMINARY IMPROVEMENT PLANS SEGMENT 4 SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD LIMITS: BENNETT ST TO RAILROAD AVE AND IDAHO MARYLAND RD Page 177 Item # 10.

HWY 49 ON RAMP

HANSEN WAY
EAST BENNETT ST HWY 49 ON RAMP ETW, TYP HWY 49 ON RAMP SHOULDER EP, TYP CALTRANS R/W, TYP 0+00
1+00 2+00 3+00
4+00
2 5
3 1 10.00 12 11 13 15 1017 18 2400 2410 2420 2430 2440 2450 2460 2400 2410 2420 2430 2440 2450 2460 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 GB - STA=0+62.91
ELEV=2417.81
GB - STA=1+13.50
ELEV=2418.83 2.00%

5.70% FINISHED GRADE EXISTING GROUND CONSTRUCTION NOTES: CONSTRUCT 8-FT WIDE HMA PATH WITH 1-FT HMA SHOULDERS. CONSTRUCT NEW CURB, GUTTER, AND SIDEWALK LANDING LEVEL WITH EXISTING AC TO PROVIDE ADA ACCESS AND ADD DETECTABLE WARNING STRIP. CONSTRUCT CONC CUT RETAINING WALL. PRESERVE AND PROTECT EXISTING CONC RETAINING WALL. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION FROM HMA BIKE PATH TO 10-FT WIDE SIDEWALK. CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING STRIP. INSTALL LADDER TYPE CROSSWALK STRIPING. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. INSTALL BOLLARD. REMOVE AND REPLACE EXISTING SIDEWALK WITH ADA ACCESSIBLE CURB RAMP. 1 2
3 4
5 6
7 8
9101112131415161718 1.4

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11.3 21.5
1 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.1 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 4+00 SHEET 4.2 SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. 2. THE NEW CURB, GUTTER, AND SIDEWALK SHOWN ALONG EAST SIDE OF EAST BENNETT ST IS DEPRESSED ALONG ENTIRE LENGTH FOR ADA ACCESS. PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' PLAN & PROFILE (0+00 TO 4+00) PRELIMINARY IMPROVEMENT PLANS SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD SEGMENT 3 SEGMENT 4 Page 178 Item # 10.

HWY 49 ON RAMP HWY 49 ON RAMP ETW, TYP
HWY 49 HWP 49 ON RAMP SHOULDER EP, TYP CALTRANS R/W, TYP 4+00
5+00 6+00
7+00
8+00 10.00
1 4
3 DAYLIGHT LINE, TYP 12 CONSTRUCTION NOTES: CONSTRUCT 8-FT WIDE HMA PATH WITH 1-FT HMA SHOULDERS. CONSTRUCT NEW CURB, GUTTER, AND SIDEWALK LANDING LEVEL WITH EXISTING AC TO PROVIDE ADA ACCESS AND ADD DETECTABLE WARNING STRIP. CONSTRUCT CONC CUT RETAINING WALL. PRESERVE AND PROTECT EXISTING CONC RETAINING WALL. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION FROM HMA BIKE PATH TO 10-FT WIDE SIDEWALK. CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING STRIP. INSTALL LADDER TYPE CROSSWALK STRIPING. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT 1 2
3 4
5 6
7 8
9101112131415 1.4

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11.3 21.5
1 2410 2420 2430 2440 2450 2460 2470 2480 2410 2420 2430 2440 2450 2460 2470 2480 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 3.42%

5.70% PVI STA = 6+25.00 PVI ELEV=2447.98 K=10.97 AD=-9.12% STA=5+75.00
ELEV=2445.13
STA=6+75.00
ELEV=2445.13 PVI STA = 8+00.00 PVI ELEV=2442.00 K=8.22 AD=6.08% STA=7+75.00
ELEV=2442.85 FINISHED GRADE EXISTING GROUND SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.2 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 4+00 SHEET 4.1
MATCH LINE STA 8+00 SHEET 4.3
PLAN & PROFILE (4+00 TO 8+00) PRELIMINARY IMPROVEMENT PLANS SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. Page 179 Item # 10.

HWY 49 HWY 49 ETW, TYP HWY 49 SHOULDER EP, TYP CALTRANS R/W, TYP 8+00 9+00 10+00 11+00 12+00 10.00 DAYLIGHT LINE, TYP CONSTRUCTION NOTES: CONSTRUCT 8-FT WIDE HMA PATH WITH 1-FT HMA SHOULDERS. CONSTRUCT NEW CURB, GUTTER, AND SIDEWALK LANDING LEVEL WITH EXISTING AC TO PROVIDE ADA ACCESS AND ADD DETECTABLE WARNING STRIP. CONSTRUCT CONC CUT RETAINING WALL. PRESERVE AND PROTECT EXISTING CONC RETAINING WALL. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION FROM HMA BIKE PATH TO 10-FT WIDE SIDEWALK. CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING STRIP. INSTALL LADDER TYPE CROSSWALK STRIPING. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT 1 2
3 4
5 6
7 8
9101112131415 1.4

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11.3 21.5
1 2420 2430 2440 2450 2460 2470 2480 2420 2430 2440 2450 2460 2470 2480 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 2.67% 1.40% PVI STA = 9+48.18 PVI ELEV=2445.95 K=12.30 AD=-4.07% STA=9+23.18
ELEV=2445.28
STA=9+73.18
ELEV=2445.28 PVI STA = 8+00.00 PVI ELEV=2442.00 K=8.22 AD=6.08% STA=8+25.00
ELEV=2442.85FINISHED GRADE EXISTING GROUND SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.3 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 8+00 SHEET 4.2
MATCH LINE STA 12+00 SHEET 4.4
PLAN & PROFILE (8+00 TO 12+00) PRELIMINARY IMPROVEMENT PLANS SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. 3 1 Page 180
Item # 10.
12+00 13+00 14+00 15+00 16+00 HWY 49 HWY 49 ETW, TYP HWY 49 SHOULDER EP, TYP CALTRANS R/W, TYP DAYLIGHT LINE, TYP 1 5 10.00 CONSTRUCTION NOTES: CONSTRUCT 8-FT WIDE HMA PATH WITH 1-FT HMA SHOULDERS. CONSTRUCT NEW CURB, GUTTER, AND SIDEWALK LANDING LEVEL WITH EXISTING AC TO PROVIDE ADA ACCESS AND ADD DETECTABLE WARNING STRIP. CONSTRUCT CONC CUT RETAINING WALL. PRESERVE AND PROTECT EXISTING CONC RETAINING WALL. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION FROM HMA BIKE PATH TO 10-FT WIDE SIDEWALK. CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING STRIP. INSTALL LADDER TYPE CROSSWALK STRIPING. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT 123456789101112131415 1.411.421.521.611.621.621.311.321.51 2410 2420 2430 2440 2450 2460 2470 2480 2410 2420 2430 2440 2450 2460 2470 2480 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 1.40% 0.33% 2.19% PVI STA = 15+72.61 PVI ELEV=2440.19 K=7.92 AD=-2.52% STA=15+62.61
ELEV=2440.15
STA=15+82.61
ELEV=2440.15 PVI STA = 14+00.87 PVI ELEV=2439.61 K=57.68 AD=1.73% STA=13+50.87
ELEV=2440.31
STA=14+50.87
ELEV=2440.31 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.4 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 12+00 SHEET 4.3 MATCH LINE STA 16+00 SHEET 4.5 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN & PROFILE (12+00 TO 16+00) PRELIMINARY IMPROVEMENT PLANS SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD PLAN 1" = 20' SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. Page 181 Item # 10.
16+00 17+00 18+00 19+00 20+00 HWY 49 HWY 49 SHOULDER EP, TYP HWY 49 ETW, TYP CALTRANS R/W, TYP RAILROAD AVE 1 DAYLIGHT LINE, TYP CITY R/W, TYP 6 7 14 11 15 10 10.00 10.00 CONSTRUCTION NOTES: CONSTRUCT 8-FT WIDE HMA PATH WITH 1-FT HMA SHOULDERS. CONSTRUCT NEW CURB, GUTTER, AND SIDEWALK LANDING LEVEL WITH EXISTING AC TO PROVIDE ADA ACCESS AND ADD DETECTABLE WARNING STRIP. CONSTRUCT CONC CUT RETAINING WALL. PRESERVE AND PROTECT EXISTING CONC RETAINING WALL. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION FROM HMA BIKE PATH TO 10-FT WIDE SIDEWALK. CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING STRIP. INSTALL LADDER TYPE CROSSWALK STRIPING. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT 123456789101112131415 1.411.421.521.611.621.621.311.321.51 2410 2420 2430 2440 2450 2460 2470 2480 2410 2420 2430 2440 2450 2460 2470 2480 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 2.19% 4.54% 4.04% PVI STA = 18+28.50 PVI ELEV=2441.52 K=6.20 AD=-8.59% STA=18+01.90
ELEV=2440.45
STA=18+55.10
ELEV=2440.45 PVI STA = 17+17.08 PVI ELEV=2437.02 K=8.02 AD=6.23% STA=16+92.08
ELEV=2437.57
STA=17+42.08
ELEV=2437.57 PVI STA = 19+86.69 PVI ELEV=2434.33 K=9.70 AD=5.15% STA=19+61.69
ELEV=2435.47 EXISTING GROUND FINISHED GRADE SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.5 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 16+00 SHEET 4.4 MATCH LINE STA 20+00 SHEET 4.6 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN & PROFILE (16+00 TO 20+00) PRELIMINARY IMPROVEMENT PLANS SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD PLAN 1" = 20' SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. Page 182 Item # 10.
20+00 21+00 22+00 23+00 24+00 RAILROAD AVE 10.00 CONSTRUCTION NOTES: CONSTRUCT 8-FT WIDE HMA PATH WITH 1-FT HMA SHOULDERS. CONSTRUCT NEW CURB, GUTTER, AND SIDEWALK LANDING LEVEL WITH EXISTING AC TO PROVIDE ADA ACCESS AND ADD DETECTABLE WARNING STRIP. CONSTRUCT CONC CUT RETAINING WALL. PRESERVE AND PROTECT EXISTING CONC RETAINING WALL. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION FROM HMA BIKE PATH TO 10-FT WIDE SIDEWALK. CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING STRIP. INSTALL LADDER TYPE CROSSWALK STRIPING. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT 123456789101112131415 1.411.421.521.611.621.621.311.321.51 2400 2410 2420 2430 2440 2450 2460 2470 2480 2400 2410 2420 2430 2440 2450 2460 2470 2480 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 0.61% PVI STA = 19+86.69 PVI ELEV=2434.33 K=9.70 AD=5.15% STA=20+11.69
ELEV=2435.47 PVI STA = 25+61.38 PVI ELEV=2437.84 K=75.53 AD=4.65% STA=23+85.66
ELEV=2436.77 PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL GRADES SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.6 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 20+00 SHEET 4.5 MATCH LINE STA 24+00 SHEET 4.7 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN & PROFILE (20+00 TO 24+00) PRELIMINARY IMPROVEMENT PLANS SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD PLAN 1" = 20' SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. 7 CITY R/W, TYP. DAYLIGHT LINE, TYP. 10 Page 183 Item # 10.
24+00
25+00
26+00 27+00
RAILROAD AVE CITY R/W, TYP. DAYLIGHT LINE, TYP. 10
7 10.00 CONSTRUCTION NOTES: CONSTRUCT 8-FT WIDE HMA PATH WITH 1-FT HMA SHOULDERS. CONSTRUCT NEW CURB, GUTTER, AND SIDEWALK LANDING LEVEL WITH EXISTING AC TO PROVIDE ADA ACCESS AND ADD DETECTABLE WARNING STRIP. CONSTRUCT CONC CUT RETAINING WALL. PRESERVE AND PROTECT EXISTING CONC RETAINING WALL. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION FROM HMA BIKE PATH TO 10-FT WIDE SIDEWALK. CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING STRIP. INSTALL LADDER TYPE CROSSWALK STRIPING. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT 1 2
3 4
5 6
7 8
9101112131415 1.4

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11.3 21.5
1 2410 2420 2430 2440 2450 2460 2470 2480 2410 2420 2430 2440 2450 2460 2470 2480 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50

5.26% PVI STA = 25+61.38 PVI ELEV=2437.84 K=75.53 AD=4.65% STA=27+37.10
ELEV=2436.77 PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL GRADES SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.7 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 24+00 SHEET 4.6
MATCH LINE STA 27+50 SHEET 4.8 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN & PROFILE (24+00 TO 27+50) PRELIMINARY IMPROVEMENT PLANS SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD PLAN 1" = 20' SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. Page 184 Item # 10.
27+00 28+00 29+00 30+00 31+00 RAILROAD AVE CITY R/W, TYP. DAYLIGHT LINE, TYP. 10 7 10.00 CONSTRUCTION NOTES: CONSTRUCT 8-FT WIDE HMA PATH WITH 1-FT HMA SHOULDERS. CONSTRUCT NEW CURB, GUTTER, AND SIDEWALK LANDING LEVEL WITH EXISTING AC TO PROVIDE ADA ACCESS AND ADD DETECTABLE WARNING STRIP. CONSTRUCT CONC CUT RETAINING WALL. PRESERVE AND PROTECT EXISTING CONC RETAINING WALL. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION FROM HMA BIKE PATH TO 10-FT WIDE SIDEWALK. CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING STRIP. INSTALL LADDER TYPE CROSSWALK STRIPING. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT 123456789101112131415 1.411.421.521.611.621.621.311.321.51 2430 2440 2450 2460 2470 2480 2490 2500 2430 2440 2450 2460 2470 2480 2490 2500 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 5.26% PVI STA = 30+40.64 PVI ELEV=2463.07 K=37.40 AD=-7.82% STA=28+94.50
ELEV=2455.38 PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL GRADES SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.8 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 27+50 SHEET 4.7 MATCH LINE STA 31+50 SHEET 4.9 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN & PROFILE (27+50 TO 31+50) PRELIMINARY IMPROVEMENT PLANS SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD PLAN 1" = 20' SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. Page 185 Item # 10.
2+00
31+00
32+00 33+00
34+00
34+73
2+00

RAILROAD AVE

IDAHO MARYLAND RD
9 8
5 7CITY R/W, TYP. DAYLIGHT LINE, TYP. 10 15 14 13 11 16 14 10.00 CONSTRUCTION NOTES: CONSTRUCT 8-FT WIDE HMA PATH WITH 1-FT HMA SHOULDERS. CONSTRUCT NEW CURB, GUTTER, AND SIDEWALK LANDING LEVEL WITH EXISTING AC TO PROVIDE ADA ACCESS AND ADD DETECTABLE WARNING STRIP. CONSTRUCT CONC CUT RETAINING WALL. PRESERVE AND PROTECT EXISTING CONC RETAINING WALL. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION FROM HMA BIKE PATH TO 10-FT WIDE SIDEWALK. CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING STRIP. INSTALL LADDER TYPE CROSSWALK STRIPING. INTEGRATE COLOR PAVING PROVIDE TRAIL IDENTITY ELEMENT INSTALL MURAL PROVIDE GATEWAY ELEMENT INSTALL INTERPRETIVE ELEMENT INSTALL WAYFINDING ELEMENT CREATE A POCKET PARK CONNECTED TO WOLF CREEK TRAIL. DESIGN TO BE DETERMINED. 1 2
3 4
5 6
7 8
910111213141516 1.4

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11.3 21.5
1 2430 2440 2450 2460 2470 2480 2490 2430 2440 2450 2460 2470 2480 2490 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 GB - STA=33+99.38
ELEV=2453.91 2.55% PVI STA = 30+40.64 PVI ELEV=2463.07 K=37.40 AD=-7.82% STA=31+86.79
ELEV=2455.38PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL GRADES SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.9 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 31+50 SHEET 4.8 PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN & PROFILE (31+50 TO 34+72) PRELIMINARY IMPROVEMENT PLANS SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD PLAN 1" = 20' SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. SEGMENT 4 SEGMENT 5 Page 186 Item # 10.
1+00 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 -40 -30 -20 -10 0 10 20 30 1+50 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2395 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -100 10 20 30 2+00 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2400 2405 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 -40 -30 -20 -10 0 10 20 30 2+50 2405 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2405 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 -40 -30 -20 -100 10 20 30 3+00 2405 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2405 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 -40 -30 -20 -10 0 10 20 30 3+50 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -100 10 20 30 BW: -6.00
EL: 2417.96
BW: -6.00
EL: 2417.20 HWY 49 EP: -11.16
HWY 49 ETW: -18.14
BW: -6.00
EL: 2420.90 HWY 49 EP: -11.91
HWY 49 ETW: -20.50
BW: -6.00
EL: 2425.52
HWY 49 EP: -12.74
HWY 49 ETW: -20.99
BW: -6.00
EL: 2427.74
HWY 49 EP: -13.41
HWY 49 ETW: -21.94
HWY 49 EP: -14.17
HWY 49 ETW: -22.99
EP: 5.00
EL: 2418.61
TW: 6.00
EL: 2422.19
TW: -6.00
EL: 2418.51
EP: -5.00
EL: 2418.51
EP: 5.00
EL: 2420.96
TW: 6.00
EL: 2425.13
TW: -6.00
EL: 2420.86
EP: -5.00
EL: 2420.86
EP: 5.00
EL: 2423.81
TW: 6.00
EL: 2428.61
TW: -6.00
EL: 2423.71
EP: -5.00
EL: 2423.71
EP: 5.00
EL: 2426.66
TW: 6.00
EL: 2433.49
TW: -6.00
EL: 2426.56
EP: -5.00
EL: 2426.56
EP: 5.00
EL: 2429.51
TW: 6.00
EL: 2435.92
TW: -6.00
EL: 2429.41
EP: -5.00
EL: 2429.41
EP: 5.00
EL: 2432.36
TW: 6.00
EL: 2439.47
DLT: -5.75
EL: 2432.24
EP: -5.00
EL: 2432.26 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.11 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (1+00 TO 3+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD

Page 187 ends

Item # 10.
4+00 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 -40 -30 -20 -10 0 10 20 30 4+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 -40 -30 -20 -100 10 20 30 5+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 -40 -30 -20 -10 0 10 20 30 5+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 -40 -30 -20 -100 10 20 30 6+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 -40 -30 -20 -10 0 10 20 30 6+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 -40 -30 -20 -100 10 20 30 HWY 49 EP: -15.81
HWY 49 ETW: -23.84
HWY 49 EP: -15.82
HWY 49 ETW: -23.03
HWY 49 EP: -13.25
HWY 49 ETW: -21.89
HWY 49 EP: -13.80
HWY 49 ETW: -20.62
HWY 49 EP: -12.24
HWY 49 ETW: -19.75
HWY 49 EP: -13.34
HWY 49 ETW: -20.04
-2:1
EP: 5.00
EL: 2435.21
TW: 6.00
EL: 2443.58
DLT: -6.66
EL: 2435.07
EP: -5.00
EL: 2435.11
EP: 5.00
EL: 2438.06
TW: 6.00
EL: 2446.61
DLT: -5.89
EL: 2437.94
EP: -5.00
EL: 2437.96
EP: 5.00
EL: 2440.91
TW: 6.00
EL: 2447.81
EP: -5.00
EL: 2440.81
DLT: -9.46
EL: 2437.87
EP: 5.00
EL: 2443.76
TW: 6.00
EL: 2451.91
DLT: -10.49
EL: 2443.55
EP: -5.00
EL: 2443.66
EP: 5.00
EL: 2446.32
TW: 6.00
EL: 2457.45
DLT: -11.72
EL: 2446.09
EP: -5.00
EL: 2446.22
EP: 5.00
EL: 2446.89
TW: 6.00
EL: 2457.83
DLT: -11.56
EL: 2446.66
EP: -5.00
EL: 2446.79 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.11 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (1+00 TO 3+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD

Page 188 ends

Item # 10.
7+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 -40 -30 -20 -10 0 10 20 30 7+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 -40 -30 -20 -100 10 20 30 8+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 -40 -30 -20 -10 0 10 20 30 8+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -100 10 20 30 9+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -10 0 10 20 30 9+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -100 10 20 30 HWY 49 EP: -24.83
HWY 49 ETW: -32.45
HWY 49 EP: -14.22
HWY 49 ETW: -21.12
HWY 49 EP: -15.22
HWY 49 ETW: -23.37
HWY 49 EP: -18.02
HWY 49 ETW: -27.10
HWY 49 EP: -21.25
HWY 49 ETW: -29.89
HWY 49 EP: -23.69
HWY 49 ETW: -31.45
EP: 5.00
EL: 2445.47
TW: 6.00
EL: 2455.23
DLT: -12.62
EL: 2445.22
EP: -5.00
EL: 2445.37
EP: 5.00
EL: 2443.76
TW: 6.00
EL: 2452.17
DLT: -9.82
EL: 2443.56
EP: -5.00
EL: 2443.66
EP: 5.00
EL: 2442.43
TW: 6.00
EL: 2450.60
DLT: -5.77
EL: 2442.31
EP: -5.00
EL: 2442.33
EP: 5.00
EL: 2443.38
TW: 6.00
EL: 2451.72
DLT: -6.95
EL: 2443.24
EP: -5.00
EL: 2443.28
EP: 5.00
EL: 2444.72
TW: 6.00
EL: 2450.54
DLT: -6.61
EL: 2444.58
EP: -5.00
EL: 2444.62
EP: 5.00
EL: 2445.76
TW: 6.00
EL: 2447.23
DLT: -6.76
EL: 2445.62
EP: -5.00
EL: 2445.66 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.13 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (7+00 TO 9+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD

Page 189 ends

Item # 10.
10+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -10 0 10 20 30 10+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -100 10 20 30 11+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -10 0 10 20 30 11+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -100 10 20 30 12+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 -40 -30 -20 -10 0 10 20 30 12+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 -40 -30 -20 -100 10 20 30 CT R/W: 29.85
HWY 49 ETW: -33.01
HWY 49 EP: -25.19
CT R/W: 27.37
HWY 49 EP: -24.97
HWY 49 ETW: -33.34
CT R/W: 27.80
HWY 49 EP: -24.82
HWY 49 ETW: -32.79
HWY 49 EP: -24.45
HWY 49 ETW: -32.15
HWY 49 EP: -23.74
HWY 49 ETW: -31.34
HWY 49 EP: -22.37
HWY 49 ETW: -30.75
-2:1
2:1
-2:1
2:1
-2:1
-2:1
-2:1
EP: 5.00
EL: 2445.28
TW: 6.00
EL: 2446.20
DLT: -5.54
EL: 2444.82
EP: -5.00
EL: 2445.18
EP: 5.00
EL: 2444.58
DLT: 6.35
EL: 2445.25
EP: -5.00
EL: 2444.48
DLT: -7.44
EL: 2442.87
EP: 5.00
EL: 2443.88
DLT: 7.33
EL: 2445.04
DLT: -5.49
EL: 2443.45
EP: -5.00
EL: 2443.78
EP: -5.00
EL: 2443.08
EP: 5.00
EL: 2443.18
DLT: 5.29
EL: 2443.18
DLT: -6.62
EL: 2442.00
DLT: -5.12
EL: 2442.30
EP: -5.00
EL: 2442.38
EP: 5.00
EL: 2442.48
DLT: 5.26
EL: 2442.48
DLT: -5.54
EL: 2441.66
EP: -5.00
EL: 2441.68
EP: 5.00
EL: 2441.78
DLT: 6.13
EL: 2441.80 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.13 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (7+00 TO 9+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD

Page 190 ends

Item # 10.
13+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 -40 -30 -20 -10 0 10 20 30 13+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2470 -40 -30 -20 -100 10 20 30 14+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 -40 -30 -20 -10 0 10 20 30 14+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 -40 -30 -20 -100 10 20 30 15+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2465 -40 -30 -20 -10 0 10 20 30 15+50 2420 2425 2430 2435 2440 2445 2450 2455 2460 2420 2425 2430 2435 2440 2445 2450 2455 2460 -40 -30 -20 -100 10 20 30 HWY 49 EP: -20.98
HWY 49 ETW: -30.23
CT R/W: 28.62
HWY 49 ETW: -31.12
HWY 49 EP: -19.05
CT R/W: 14.43
HWY 49 EP: -18.11
HWY 49 ETW: -32.11 CT R/W: 8.61
HWY 49 EP: -18.96
HWY 49 ETW: -33.13 CT R/W: 7.69
HWY 49 EP: -19.42
HWY 49 ETW: -34.01 CT R/W: 6.78
HWY 49 EP: -19.38
HWY 49 ETW: -34.89
-2:1
DLT: -5.60
EL: 2440.96
EP: -5.00
EL: 2440.98
EP: 5.00
EL: 2441.08
DLT: 5.44
EL: 2441.08
EP: 5.00
EL: 2440.38
TW: 6.00
EL: 2445.44
EP: -5.00
EL: 2440.28
DLT: -16.81
EL: 2434.37
EP: 5.00
EL: 2439.88
TW: 6.00
EL: 2448.17
DLT: -7.40
EL: 2439.74
EP: -5.00
EL: 2439.78
EP: 5.00
EL: 2439.83
TW: 6.00
EL: 2447.07
DLT: -9.53
EL: 2439.64
EP: -5.00
EL: 2439.73
EP: 5.00
EL: 2439.99
TW: 6.00
EL: 2446.23
DLT: -10.55
EL: 2439.78
EP: -5.00
EL: 2439.89
EP: 5.00
EL: 2440.16
TW: 6.00
EL: 2444.07
DLT: -10.35
EL: 2439.95
EP: -5.00
EL: 2440.06 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.14 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (10+00 TO 12+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD

Page 191 ends

Item # 10.
16+00 2420 2425 2430 2435 2440 2445 2450 2455 2460 2420 2425 2430 2435 2440 2445 2450 2455 2460 -40 -30 -20 -10 0 10 20 30 16+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 -40 -30 -20 -100 10 20 30 17+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 -40 -30 -20 -100 10 20 30 17+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 -30 -20 -10 0 10 18+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 -40 -30 -20 -100 18+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 2415 2420 2425 2430 2435 2440 2445 2450 2455 2460 -40 -30 -20 -100 19+00 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -10 0 19+50 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -100 20+00 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -100 20+50 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 2410 2415 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -10 0 21+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2415 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -100 21+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2415 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -100 CT R/W: 6.09 HWY 49 EP: -19.94
HWY 49 ETW: -36.07 CT R/W: 6.34
HWY 49 EP: -21.32
HWY 49 ETW: -36.90 CT R/W: 6.40
HWY 49 EP: -22.91
HWY 49 ETW: -37.76 CT R/W: -4.06
CITY R/W: -30.20 CITY R/W: -30.43
CITY R/W: -28.60 CITY R/W: -28.62 CITY R/W: -28.65
CITY R/W: -28.68
CITY R/W: -23.40
CITY R/W: -20.21
-2:1
-2:1
2:1
-2:1
-2:1
-2:1
-2:1
2:1
-2:1
-2:1
-2:1
TC: -7.13
EL: 2440.67
DLT: -19.33
EL: 2440.19
BWLK: -18.18
EL: 2440.77 TC: -13.68
EL: 2440.76
DLT: -24.60
EL: 2440.39
BWLK: -23.69
EL: 2440.85
TC: -10.28
EL: 2438.54
DLT: -21.25
EL: 2438.11
BWLK: -20.20
EL: 2438.63
TC: -10.28
EL: 2436.27
BWLK: -20.20
EL: 2436.36
DLT: -22.14
EL: 2435.39
TC: -10.28
EL: 2434.75
DLT: -20.95
EL: 2435.22
BWLK: -20.20
EL: 2434.84
TC: -10.28
EL: 2434.99
DLT: -21.31
EL: 2434.53
BWLK: -20.20
EL: 2435.08
TC: -10.28
EL: 2435.29
DLT: -21.27
EL: 2434.85
BWLK: -20.20
EL: 2435.38
TC: -10.28
EL: 2435.60
DLT: -21.23
EL: 2435.18
BWLK: -20.20
EL: 2435.69
EP: 5.00
EL: 2439.64
TW: 6.00
EL: 2442.90
DLT: -8.37
EL: 2439.47
EP: -5.00
EL: 2439.54
EP: 5.00
EL: 2438.54
TW: 6.00
EL: 2439.22
DLT: -5.77
EL: 2438.06
EP: -5.00
EL: 2438.44
DLT: -5.56
EL: 2437.10
EP: -5.00
EL: 2437.38
EP: 5.00
EL: 2437.48
TW: 6.00
EL: 2437.48
EP: 5.00
EL: 2438.40
TW: 6.00
EL: 2440.32
EP: -5.00
EL: 2438.30
DLT: -6.77
EL: 2439.18 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.16 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (16+00 TO 21+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD

Page 192 ends

Item # 10.
22+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2415 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -10 0 22+50 2415 2420 2425 2430 2435 2440 2445 2450 2455 2415 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -100 23+00 2415 2420 2425 2430 2435 2440 2445 2450 2455 2415 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -100 23+50 2420 2425 2430 2435 2440 2445 2450 2455 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -10 0 24+00 2420 2425 2430 2435 2440 2445 2450 2455 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -100 24+50 2420 2425 2430 2435 2440 2445 2450 2455 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -100 25+00 2420 2425 2430 2435 2440 2445 2450 2455 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -10 0 25+50 2420 2425 2430 2435 2440 2445 2450 2455 2420 2425 2430 2435 2440 2445 2450 2455 -40 -30 -20 -100 26+00 2420 2425 2430 2435 2440 2445 2450 2455 2460 2420 2425 2430 2435 2440 2445 2450 2455 2460 -40 -30 -20 -100 26+50 2425 2430 2435 2440 2445 2450 2455 2460 2425 2430 2435 2440 2445 2450 2455 2460 -40 -30 -20 -10 0 27+00 2425 2430 2435 2440 2445 2450 2455 2460 2465 2425 2430 2435 2440 2445 2450 2455 2460 2465 -40 -30 -20 -100 27+50 2425 2430 2435 2440 2445 2450 2455 2460 2465 2425 2430 2435 2440 2445 2450 2455 2460 2465 -40 -30 -20 -100 CITY R/W: -20.41 CITY R/W: -20.61 CITY R/W: -20.81
CITY R/W: -21.01 CITY R/W: -21.21 CITY R/W: -21.41
CITY R/W: -21.61 CITY R/W: -21.81 CITY R/W: -22.01
CITY R/W: -22.21
CITY R/W: -31.94 CITY R/W: -31.50
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
TC: -10.48
EL: 2435.90
BWLK: -20.40
EL: 2435.99
DLT: -21.74
EL: 2435.32
TC: -10.67
EL: 2436.20
BWLK: -20.59
EL: 2436.30
DLT: -22.19
EL: 2435.50
TC: -10.87
EL: 2436.51
BWLK: -20.79
EL: 2436.60
DLT: -22.41
EL: 2435.79
TC: -11.06
EL: 2436.81
DLT: -22.18
BWLK: -20.98
EL: 2436.90
EL: 2436.30
TC: -11.26
EL: 2437.13
BWLK: -21.18
EL: 2437.22
DLT: -22.51
EL: 2436.55
TC: -11.45
EL: 2437.69
BWLK: -21.37
EL: 2437.78
DLT: -22.66
EL: 2437.14
TC: -11.65
EL: 2438.58
DLT: -22.48
EL: 2438.22
BWLK: -21.57
EL: 2438.68
TC: -11.84
EL: 2439.81
DLT: -22.64
EL: 2439.46
BWLK: -21.77
EL: 2439.90
TC: -12.04
EL: 2441.37
BWLK: -21.96
EL: 2441.46
DLT: -23.63
EL: 2440.62
TC: -12.23
EL: 2443.25
DLT: -23.40
BWLK: -22.16
EL: 2443.35
EL: 2442.73
TC: -13.32
EL: 2445.46
BWLK: -23.25
EL: 2445.56
DLT: -25.29
EL: 2444.54
TC: -14.68
EL: 2447.99
BWLK: -24.61
EL: 2448.08
DLT: -27.55
EL: 2446.61 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.17 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (22+00 TO 27+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD

Page 193 ends

Item # 10.
28+00 2430 2435 2440 2445 2450 2455 2460 2465 2470 2430 2435 2440 2445 2450 2455 2460 2465 2470 -40 -30 -20 -10 0 28+50 2435 2440 2445 2450 2455 2460 2465 2470 2435 2440 2445 2450 2455 2460 2465 2470 -40 -30 -20 -100 29+00 2435 2440 2445 2450 2455 2460 2465 2470 2475 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -100 29+50 2440 2445 2450 2455 2460 2465 2470 2475 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -10 0 30+00 2440 2445 2450 2455 2460 2465 2470 2475 2480 2440 2445 2450 2455 2460 2465 2470 2475 2480 -40 -30 -20 -100 30+50 2440 2445 2450 2455 2460 2465 2470 2475 2480 2440 2445 2450 2455 2460 2465 2470 2475 2480 -40 -30 -20 -100 31+00 2440 2445 2450 2455 2460 2465 2470 2475 2480 2440 2445 2450 2455 2460 2465 2470 2475 2480 -40 -30 -20 -10 0 31+50 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 -40 -30 -20 -100 32+00 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -100 32+50 2435 2440 2445 2450 2455 2460 2465 2470 2475 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -10 0 33+00 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -100 33+50 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 -40 -30 -20 -100 CITY R/W: -31.38 CITY R/W: -31.60 CITY R/W: -31.92
CITY R/W: -31.83 CITY R/W: -31.73 CITY R/W: -31.64
CITY R/W: -31.54 CITY R/W: -31.44 CITY R/W: -31.35
CITY R/W: -34.36
CITY R/W: -36.34 CITY R/W: -36.11
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
TC: -15.61
EL: 2450.61
BWLK: -25.53
EL: 2450.71
DLT: -28.31
EL: 2449.32
TC: -16.06
EL: 2453.24
DLT: -26.45
EL: 2453.10
BWLK: -25.99
EL: 2453.33
TC: -16.08
EL: 2455.87
BWLK: -26.00
EL: 2455.96
DLT: -27.46
EL: 2455.23
TC: -16.08
EL: 2458.09
DLT: -26.58
EL: 2457.90
BWLK: -26.00
EL: 2458.19
TC: -16.08
EL: 2459.65
DLT: -26.64
EL: 2459.42
BWLK: -26.00
EL: 2459.74
TC: -16.08
EL: 2460.53
DLT: -27.11
EL: 2460.07
BWLK: -26.00
EL: 2460.63
BWLK: -26.00
EL: 2460.85
TC: -16.08
EL: 2460.75
DLT: -35.49
EL: 2456.10
BWLK: -26.00
EL: 2460.40
TC: -16.08
EL: 2460.30
DLT: -41.93
EL: 2452.43
BWLK: -26.00
EL: 2459.30
TC: -16.08
EL: 2459.21
DLT: -41.41
EL: 2451.59
BWLK: -25.61
EL: 2458.03
TC: -15.69
EL: 2457.93
DLT: -38.02
EL: 2451.82
TC: -14.71
EL: 2456.32
TW: -25.64
EL: 2456.41
BWLK: -24.64
EL: 2456.41
TC: -13.36
EL: 2455.41
TW: -24.30
EL: 2455.50
BWLK: -23.30
EL: 2455.50 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 4.18 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (28+00 TO 33+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 4 - EAST BENNETT ST TO IDAHO MARYLAND RD

Page 194 ends

Item # 10.

WOLF CREEK TRAIL - CITY OF GRASS VALLEY
C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\SEGMENT 5\SEG-5-WLF-BEG.DWG PLOTTED ON: 3/15/2023 ---- ---- ---- ---- ---- ----5.0 MARCH 16, 2023 OF 82 1" = 20' MT MT, ES, JH MT, ES BEGIN SEGMENT 5 PRELIMINARY IMPROVEMENT PLANS SEGMENT 5 SEGMENT 5 - IDAHO MARYLAND RD LIMITS: IDAHO MARYLAND RD FROM RAILROAD AVE TO CENTENNIAL DR Page 195 Item # 10.
0+00 1+00 2+00 3+00 4+00 34+00 34+73 0+00 1+00 2+00 3+00 4+00 IDAHO MARYLAND RD RAILROAD AVE2 4 5 1 3 CITY R/W, TYP. 9 10 10.00 6.00 12 2430 2440 2450 2460 2470 2480 2490 2500 2430 2440 2450 2460 2470 2480 2490 2500 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 GB - STA=1+53.67
ELEV=2453.29 2.02% 0.54% PVI STA = 2+69.99 PVI ELEV=2455.63 K=67.61 AD=-1.48% STA=2+19.99
ELEV=2454.62
STA=3+19.99
ELEV=2454.62 PVI STA = 4+46.70 PVI ELEV=2456.58 K=43.35 AD=2.31% STA=3+96.70
ELEV=2456.31 PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL GRADES CONSTRUCTION NOTES: CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING SURFACE. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP INSTALL LADDER TYPE CROSSWALK STRIPING. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION BACK OF SIDEWALK TO MEET EXISTING BACK OF SIDEWALK. PRESERVE AND PROTECT EXISTING SIDEWALK. REMOVE EXISTING CURB AND GUTTER. CONSTRUCT NEW CONC SIDEWALK BETWEEN REMAINING SIDEWALK AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING SIDEWALK. NARROW SIDEWALK TO FIT BETWEEN EXISTING BUILDING AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING BUILDING. INTEGRATE COLOR PAVING. PROVIDE TRAIL IDENTITY ELEMENT. INSTALL INTERPRETIVE ELEMENT. CONSTRUCT NEW CONC CURB, GUTTER, AND 6-FT SIDEWALK. 123456789101112 1.331.411.421.621.511.33 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.1 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 4+00 SHEET 5.2 SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN 1" = 20' PLAN & PROFILE (0+00 TO 4+00) PRELIMINARY IMPROVEMENT PLANS SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR SEGMENT 4 SEGMENT 5 Page 196 Item # 10.
4+00 5+00 6+00 7+00 8+00 IDAHO MARYLAND RD 3 1 CITY R/W, TYP. 9 10.00 2430 2440 2450 2460 2470 2480 2490 2500 2430 2440 2450 2460 2470 2480 2490 2500 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 0.62% 2.84% PVI STA = 6+19.85 PVI ELEV=2461.50 K=44.90 AD=-2.23% STA=5+69.85
ELEV=2460.08
STA=6+69.85
ELEV=2460.08 PVI STA = 4+46.70 PVI ELEV=2456.58 K=43.35 AD=2.31% STA=4+96.70
ELEV=2456.31PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL GRADES CONSTRUCTION NOTES: CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING SURFACE. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP INSTALL LADDER TYPE CROSSWALK STRIPING. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION BACK OF SIDEWALK TO MEET EXISTING BACK OF SIDEWALK. PRESERVE AND PROTECT EXISTING SIDEWALK. REMOVE EXISTING CURB AND GUTTER. CONSTRUCT NEW CONC SIDEWALK BETWEEN REMAINING SIDEWALK AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING SIDEWALK. NARROW SIDEWALK TO FIT BETWEEN EXISTING BUILDING AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING BUILDING. INTEGRATE COLOR PAVING. PROVIDE TRAIL IDENTITY ELEMENT. INSTALL INTERPRETIVE ELEMENT. 1234567891011 1.331.411.421.621.511.33 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.2 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 4+00 SHEET 5.1 MATCH LINE STA 8+00 SHEET 5.3 SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN & PROFILE (4+00 TO 8+00) PRELIMINARY IMPROVEMENT PLANS SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR PLAN 1" = 20' Page 197 Item # 10.
8+00 9+00 10+00 11+00 12+00 IDAHO MARYLAND RD CITY R/W, TYP. 1 3 9 10.00 2440 2450 2460 2470 2480 2490 2500 2510 2440 2450 2460 2470 2480 2490 2500 2510 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 0.62%

5.42% PVI STA = 9+61.65 PVI ELEV=2463.61 K=33.23 AD=4.81% STA=8+81.78
ELEV=2463.12
STA=10+41.52
ELEV=2463.12 PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL GRADES CONSTRUCTION NOTES: CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING SURFACE. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP INSTALL LADDER TYPE CROSSWALK STRIPING. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION BACK OF SIDEWALK TO MEET EXISTING BACK OF SIDEWALK. PRESERVE AND PROTECT EXISTING SIDEWALK. REMOVE EXISTING CURB AND GUTTER. CONSTRUCT NEW CONC SIDEWALK BETWEEN REMAINING SIDEWALK AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING SIDEWALK. NARROW SIDEWALK TO FIT BETWEEN EXISTING BUILDING AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING BUILDING. INTEGRATE COLOR PAVING. PROVIDE TRAIL IDENTITY ELEMENT. INSTALL INTERPRETIVE ELEMENT. 1 2
3 4
5 6
7 891011 1.3

31.4 11.421.6

21.5 11.3
3 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.5 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 16+00 SHEET 5.4
MATCH LINE STA 20+00 SHEET 5.6 SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN & PROFILE (16+00 TO 20+00) PRELIMINARY IMPROVEMENT PLANS SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR PLAN 1" = 20' Page 200 Item # 10.
20+00 21+00 22+00 23+00 24+00 IDAHO MARYLAND RD CITY R/W, TYP. 6 3 1 DAYLIGHT LINE, TYP. 9 10.00 2460 2470 2480 2490 2500 2510 2520 2530 2460 2470 2480 2490 2500 2510 2520 2530 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 2.16% 0.77% PVI STA = 22+94.19 PVI ELEV=2495.47 K=33.75 AD=-2.93% STA=22+44.80
ELEV=2494.40
STA=23+43.58
ELEV=2494.40 PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL GRADES CONSTRUCTION NOTES: CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING SURFACE. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP INSTALL LADDER TYPE CROSSWALK STRIPING. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION BACK OF SIDEWALK TO MEET EXISTING BACK OF SIDEWALK. PRESERVE AND PROTECT EXISTING SIDEWALK. REMOVE EXISTING CURB AND GUTTER. CONSTRUCT NEW CONC SIDEWALK BETWEEN REMAINING SIDEWALK AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING SIDEWALK. NARROW SIDEWALK TO FIT BETWEEN EXISTING BUILDING AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING BUILDING. INTEGRATE COLOR PAVING. PROVIDE TRAIL IDENTITY ELEMENT. INSTALL INTERPRETIVE ELEMENT. CONSTRUCT NEW CONC CURB, GUTTER, AND 6-FT SIDEWALK. 123456789101112 1.331.411.421.621.511.33 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.6 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 20+00 SHEET 5.5 MATCH LINE STA 24+00 SHEET 5.7 SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN & PROFILE (20+00 TO 24+00) PRELIMINARY IMPROVEMENT PLANS SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR PLAN 1" = 20' Page 201 Item # 10.
24+00 25+00 26+00 27+00 IDAHO MARYLAND RD CENTENNIAL DR 1 2 4 DAYLIGHT LINE, TYP. CITY R/W, TYP. 9 10 310.00 2470 2480 2490 2500 2510 2520 2530 2540 2470 2480 2490 2500 2510 2520 2530 2540 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 0.77% PVI STA = 26+34.19 PVI ELEV=2492.86 K=61.31 AD=4.16% STA=25+06.61
ELEV=2493.84 PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL GRADES CONSTRUCTION NOTES: CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING SURFACE. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP INSTALL LADDER TYPE CROSSWALK STRIPING. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION BACK OF SIDEWALK TO MEET EXISTING BACK OF SIDEWALK. PRESERVE AND PROTECT EXISTING SIDEWALK. REMOVE EXISTING CURB AND GUTTER. CONSTRUCT NEW CONC SIDEWALK BETWEEN REMAINING SIDEWALK AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING SIDEWALK. NARROW SIDEWALK TO FIT BETWEEN EXISTING BUILDING AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING BUILDING. INTEGRATE COLOR PAVING. PROVIDE TRAIL IDENTITY ELEMENT. INSTALL INTERPRETIVE ELEMENT. 1234567891011 1.331.411.421.621.511.33 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.7 MARCH 16, 2023 OF 82 1" = 20' MT ES,MT,JH ES,MT MATCH LINE STA 24+00 SHEET 5.6 SHEET GENERAL NOTES: 1. PROFILE IS SHOWN FOR EXISTING GROUND AND FINISHED GRADE ALONG STATION LINE. 2. LANE WIDTHS REDUCED FROM STATION 27+00 TO END. PROFILE 1" = 20' HORIZ 1" = 10' VERT PLAN & PROFILE (24+00 TO 27+50) PRELIMINARY IMPROVEMENT PLANS SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR PLAN 1" = 20' SEGMENT 5 SEGMENT 6 Page 202 Item # 10.
3+50 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 -20 -10 0 10 20 30 40 50 4+00 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 -20 -10 0 10 20 30 40 50 4+50 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 -20 -100 10 20 30 40 50 5+00 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 -20 -10 0 10 20 30 40 50 5+50 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 -20 -100 10 20 30 40 50 -2:1
-2:1
-2:1
-2:1
-2:1 3+00 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2430 2435 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 -20 -10 0 10 20 30 40 50
-2:1
TC: 21.59
EL: 2455.53
BWLK: 31.59
EL: 2455.63
DLT: 33.39
EL: 2454.73
TC: 21.58
EL: 2456.36
BWLK: 31.58
EL: 2456.45
DLT: 33.24
EL: 2455.62
TC: 21.58
EL: 2457.05
BWLK: 31.58
EL: 2457.15
DLT: 33.29
EL: 2456.29
TC: 21.58
EL: 2457.48
BWLK: 31.58
EL: 2457.57
DLT: 32.86
EL: 2456.93
TC: 21.57
EL: 2458.65
BWLK: 31.57
EL: 2458.74
DLT: 32.75
EL: 2458.16
TC: 21.58
EL: 2460.26
BWLK: 31.58
EL: 2460.36
DLT: 33.25
EL: 2459.52

EX EP: 30.36

EX EP: 30.48
CITY R/W: 26.22

EX EP: 31.20
CITY R/W: 33.69

EX EP: 31.61
CITY R/W: 39.94

EX EP: 34.01
CITY R/W: 43.07

EX EP: 33.10 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.8 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (3+00 TO 5+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR

Page 203 ends

Item # 10.
6+00 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2440 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 -20 -10 0 10 20 30 40 50 6+50 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 -20 -100 10 20 30 40 50 7+00 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 -20 -100 10 20 30 40 50 7+50 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 -20 -10 0 10 20 30 40 50 8+00 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 -20 -100 10 20 30 40 50 8+50 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 -20 -100 10 20 30 40 50 9+00 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 -20 -10 0 10 20 30 40 50 9+50 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 -20 -100 10 20 30 40 50 -2:1
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
TC: 21.58
EL: 2461.22
BWLK: 31.58
EL: 2461.32
DLT: 33.48
EL: 2460.37
TC: 21.58
EL: 2461.58
BWLK: 31.58
EL: 2461.68
DLT: 33.44
EL: 2460.74
TC: 21.58
EL: 2462.12
BWLK: 31.58
EL: 2462.22
DLT: 34.27
EL: 2460.87
TC: 21.58
EL: 2462.27
BWLK: 31.58
EL: 2462.36
DLT: 34.28
EL: 2461.01
TC: 21.58
EL: 2462.53
BWLK: 31.58
EL: 2462.63
DLT: 34.25
EL: 2461.29
TC: 21.58
EL: 2462.92
BWLK: 31.58
EL: 2463.02
DLT: 34.08
EL: 2461.77
TC: 21.58
EL: 2463.46
BWLK: 31.58
EL: 2463.55
DLT: 33.40
EL: 2462.64
TC: 21.58
EL: 2464.61
BWLK: 31.58
EL: 2464.71
DLT: 33.37
EL: 2463.81

EX EP: 34.66
CITY R/W: 46.69

EX EP: 34.30

EX EP: 31.69

EX EP: 28.65
CITY R/W: 47.71

EX EP: 25.98
CITY R/W: 40.47

EX EP: 25.77
CITY R/W: 38.37

EX EP: 24.78
CITY R/W: 37.09

EX EP: 24.80
CITY R/W: 37.03 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.9 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (6+00 TO 9+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR

Page 204 ends

Item # 10.
10+00 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2495 2445 2450 2455 2460 2465 2470 2475 2480 2485 2490 2495 -20 -10 0 10 20 30 40 50 10+50 2450 2455 2460 2465 2470 2475 2480 2485 2490 2495 2450 2455 2460 2465 2470 2475 2480 2485 2490 2495 -20 -100 10 20 30 40 50 11+00 2450 2455 2460 2465 2470 2475 2480 2485 2490 2495 2500 2450 2455 2460 2465 2470 2475 2480 2485 2490 2495 2500 -20 -10 0 10 20 30 40 50 11+50 2455 2460 2465 2470 2475 2480 2485 2490 2495 2500 2455 2460 2465 2470 2475 2480 2485 2490 2495 2500 -20 -100 10 20 30 40 50 12+00 2460 2465 2470 2475 2480 2485 2490 2495 2500 2505 2460 2465 2470 2475 2480 2485 2490 2495 2500 2505 -20 -10 0 10 20 30 40 50 12+50 2460 2465 2470 2475 2480 2485 2490 2495 2500 2505 2460 2465 2470 2475 2480 2485 2490 2495 2500 2505 -20 -100 10 20 30 40 50 -2:1
-2:1
-2:1
-2:1
-2:1
-2:1
TC: 21.58
EL: 2466.39
BWLK: 31.58
EL: 2466.49
DLT: 33.15
EL: 2465.71
TC: 21.58
EL: 2468.68
BWLK: 31.58
EL: 2468.78
DLT: 33.56
EL: 2467.78
TC: 21.58
EL: 2471.27
BWLK: 31.58
EL: 2471.37
DLT: 32.66
EL: 2470.83
TC: 21.58
EL: 2474.06
BWLK: 31.58
EL: 2474.15
DLT: 34.22
EL: 2472.83
TC: 21.58
EL: 2477.01
BWLK: 31.58
EL: 2477.11
DLT: 33.81
EL: 2475.99
TC: 21.58
EL: 2479.74
BWLK: 31.58
EL: 2479.83
DLT: 32.38
EL: 2479.43

EX EP: 24.56
CITY R/W: 38.09

EX EP: 24.96
CITY R/W: 37.42

EX EP: 24.43
CITY R/W: 40.14

EX EP: 24.38
CITY R/W: 46.41

EX EP: 25.60

EX EP: 28.49 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.10 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (10+00 TO 12+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR

Page 205 ends

Item # 10.
13+00 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 -20 -10 0 10 20 30 40 50 13+50 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 -20 -100 10 20 30 40 50 14+00 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 -20 -10 0 10 20 30 40 50 14+50 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 -20 -100 10 20 30 40 50 15+00 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 -20 -10 0 10 20 30 40 50 15+50 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 -20 -100 10 20 30 40 50 2:1
2:1
TC: 21.58
EL: 2482.31
BWLK: 31.58
EL: 2482.41
DLT: 35.04
EL: 2484.14
TC: 21.58
EL: 2483.97
BWLK: 31.58
EL: 2484.07
DLT: 35.75
EL: 2486.15
TC: 21.58
EL: 2484.84
BWLK: 29.23
EL: 2484.92
TC: 21.58
EL: 2485.02
BWLK: 29.44
EL: 2485.10
TC: 21.58
EL: 2484.60
BWLK: 29.94
EL: 2484.68
TC: 21.58
EL: 2484.62
BWLK: 30.30
EL: 2484.71

EX EP: 30.71 EX EP: 31.06

EX EP: 26.90 EX EP: 27.11

EX EP: 27.68 EX EP: 27.90 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.11 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (13+00 TO 15+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR

Page 206 ends

Item # 10.
16+00 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 -20 -10 0 10 20 30 40 50 16+50 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 -20 -100 10 20 30 40 50 17+00 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 -20 -10 0 10 20 30 40 50 17+50 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 -20 -100 10 20 30 40 50 18+00 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2465 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 -20 -10 0 10 20 30 40 50 18+50 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 -20 -100 10 20 30 40 50 TC: 21.58
EL: 2484.83
BWLK: 30.24
EL: 2484.91
TC: 21.58
EL: 2485.03
BWLK: 30.05
EL: 2485.11
TC: 21.58
EL: 2485.23
BWLK: 29.38
EL: 2485.30
TC: 21.58
EL: 2485.15
BWLK: 29.61
EL: 2485.23
TC: 21.58
EL: 2485.72
BWLK: 30.19
EL: 2485.80
TC: 21.58
EL: 2486.68
BWLK: 29.95
EL: 2486.76

EX EP: 28.03 EX EP: 27.75

EX EP: 27.00
CITY R/W: 39.43

EX EP: 27.43
CITY R/W: 39.35

EX EP: 27.86
CITY R/W: 39.28

EX EP: 27.78
CITY R/W: 39.20 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.12 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (16+00 TO 18+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR

Page 207 ends

Item # 10.
19+00 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 -20 -10 0 10 20 30 40 50 19+50 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 -20 -100 10 20 30 40 50 20+00 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 -20 -10 0 10 20 30 40 50 20+50 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 -20 -100 10 20 30 40 50 21+00 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 -20 -10 0 10 20 30 40 50 21+50 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 -20 -100 10 20 30 40 50 2:1
-2:1
-2:1
-2:1
TC: 21.58
EL: 2487.49
BWLK: 29.84
EL: 2487.57
TC: 21.58
EL: 2488.68
BWLK: 29.93
EL: 2488.76
TC: 21.58
EL: 2489.89
BWLK: 38.15
EL: 2490.05
DLT: 38.58
EL: 2490.27
TC: 21.58
EL: 2490.76
BWLK: 31.58
EL: 2490.85
DLT: 32.70
EL: 2490.29
TC: 21.58
EL: 2491.39
BWLK: 31.58
EL: 2491.49
DLT: 33.01
EL: 2490.77
TC: 21.58
EL: 2492.10
BWLK: 31.58
EL: 2492.19
DLT: 32.85
EL: 2491.56

EX EP: 27.46
CITY R/W: 39.38

EX EP: 27.80
CITY R/W: 39.63

EX EP: 27.53
CITY R/W: 39.63

EX EP: 20.27
CITY R/W: 39.39

EX EP: 15.86
CITY R/W: 38.90

EX EP: 15.97
CITY R/W: 38.61 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.13 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (19+00 TO 21+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR

Page 208 ends

Item # 10.
22+00 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 -20 -10 0 10 20 30 40 50 22+50 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 -20 -100 10 20 30 40 50 23+00 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2525 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2525 -20 -10 0 10 20 30 40 50 23+50 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2525 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2525 -20 -100 10 20 30 40 50 24+00 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2525 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2525 -20 -10 0 10 20 30 40 50 24+50 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 -20 -100 10 20 30 40 50 -2:1
-2:1
2:1
-2:1
-2:1
-2:1
TC: 21.58
EL: 2493.55
BWLK: 31.58
EL: 2493.64
DLT: 33.80
EL: 2492.53
TC: 21.58
EL: 2494.53
BWLK: 31.58
EL: 2494.62
DLT: 32.22
EL: 2494.30
TC: 21.58
EL: 2495.00
BWLK: 31.58
EL: 2495.09
DLT: 32.10
EL: 2495.36
TC: 21.58
EL: 2495.19
BWLK: 31.58
EL: 2495.28
DLT: 32.20
EL: 2494.97
TC: 21.58
EL: 2494.83
BWLK: 31.58
EL: 2494.92
DLT: 32.34
EL: 2494.54
TC: 21.58
EL: 2494.85
BWLK: 31.58
EL: 2494.94
DLT: 34.15
EL: 2493.66

EX EP: 18.21
CITY R/W: 38.54

EX EP: 21.17
CITY R/W: 38.48

EX EP: 24.58
CITY R/W: 38.41

EX EP: 26.27
CITY R/W: 38.34

EX EP: 26.14
CITY R/W: 38.28

EX EP: 30.21
CITY R/W: 38.21 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.14 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (22+00 TO 24+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR

Page 209 ends

Item # 10.
25+00 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 -20 -10 0 10 20 30 40 50 25+50 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2470 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 -20 -100 10 20 30 40 50 26+00 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2525 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2525 -20 -10 0 10 20 30 40 50 26+50 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2525 2475 2480 2485 2490 2495 2500 2505 2510 2515 2520 2525 -20 -100 10 20 30 40 50 -2:1
-2:1
-2:1
2:1
TC: 21.58
EL: 2494.81
BWLK: 31.58
EL: 2494.90
DLT: 31.87
EL: 2494.76
TC: 21.58
EL: 2494.80
BWLK: 31.58
EL: 2494.89
DLT: 31.66
EL: 2494.85
TC: 21.58
EL: 2495.13
BWLK: 31.58
EL: 2495.22
DLT: 31.99
EL: 2495.02
TC: 21.68
EL: 2495.87
BWLK: 31.68
EL: 2495.97
DLT: 31.69
EL: 2495.97

EX EP: 32.30
CITY R/W: 38.15

EX EP: 32.18
CITY R/W: 38.08

EX EP: 32.06
CITY R/W: 38.01

EX EP: 32.06 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 5.15 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (25+00 TO 26+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 5 - RAILROAD AVE TO CENTENNIAL DR

Page 210 ends

Item # 10.

WOLF CREEK TRAIL - CITY OF GRASS VALLEY
C:\USERS\H2OTH\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\WOLF CREEK TRAIL\04 AUTOCAD\WORKING DRAWINGS\SHEETS\SEGMENT 6\SEG-6-WLF-BEG.DWG PLOTTED ON: 3/15/2023 ---- ---- ---- ---- ---- ----6.0 MARCH 16, 2023 OF 82 NA MT, ES JH, MT, ES MT, ES BEGIN SEGMENT 6 PRELIMINARY IMPROVEMENT PLANS SEGMENT 6 SEGMENT 6 - CENTENNIAL DR TO SUTTON WAY LIMITS: IDAHO MARYLAND RD FROM CENTENNIAL DR TO SUTTON WAY Page 211 Item # 10.
26+00 27+00 28+00 IDAHO MARYLAND RD

CENTENNIAL DR
2 4 CITY R/W, TYP. 10
1 9 2470 2480 2490 2500 2510 2520 2530 2540 2470 2480 2490 2500 2510 2520 2530 2540 26+00 26+50 27+00 27+50 28+00 PVI STA = 26+34.19 PVI ELEV=2492.86 K=61.31 AD=4.16% STA=27+61.77
ELEV=2493.84 3.40% PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL GRADES CONSTRUCTION NOTES: CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING SURFACE. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP INSTALL LADDER TYPE CROSSWALK STRIPING. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION BACK OF SIDEWALK TO MEET EXISTING BACK OF SIDEWALK. PRESERVE AND PROTECT EXISTING SIDEWALK. REMOVE EXISTING CURB AND GUTTER. CONSTRUCT NEW CONC SIDEWALK BETWEEN REMAINING SIDEWALK AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING SIDEWALK. NARROW SIDEWALK TO FIT BETWEEN EXISTING BUILDING AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING BUILDING. INTEGRATE COLOR PAVING. PROVIDE TRAIL IDENTITY ELEMENT. INSTALL INTERPRETIVE ELEMENT. 1 2
3 4
5 6
7 891011 1.3

31.4 11.421.6

4.74% PVI STA = 34+20.04 PVI ELEV=2518.15 K=31.52 AD=-3.34% STA=33+67.35
ELEV=2515.65
STA=34+72.74
ELEV=2515.65PVI STA = 31+80.09 PVI ELEV=2506.77 K=26.15 AD=3.82% STA=32+30.09
ELEV=2506.31 PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL GRADES CONSTRUCTION NOTES: CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING SURFACE. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP INSTALL LADDER TYPE CROSSWALK STRIPING. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION BACK OF SIDEWALK TO MEET EXISTING BACK OF SIDEWALK. PRESERVE AND PROTECT EXISTING SIDEWALK. REMOVE EXISTING CURB AND GUTTER. CONSTRUCT NEW CONC SIDEWALK BETWEEN REMAINING SIDEWALK AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING SIDEWALK. NARROW SIDEWALK TO FIT BETWEEN EXISTING BUILDING AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING BUILDING. INTEGRATE COLOR PAVING. PROVIDE TRAIL IDENTITY ELEMENT. INSTALL INTERPRETIVE ELEMENT. 1 2
3 4
5 6
7 8
91011 1.3

31.4 11.421.6

IDAHO MARYLAND RD

SUTTON WAY
4 CITY R/W, TYP
3 2
1 9
5 1
2 2
4 10.00 10.00 2510 2520 2530 2540 2550 2560 2570 2510 2520 2530 2540 2550 2560 2570 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 GB - STA=43+83.71
ELEV=2534.57 2.92% 0.50% PVI STA = 42+05.29 PVI ELEV=2533.68 K=20.68 AD=-2.42% STA=41+80.29
ELEV=2532.95
STA=42+30.29
ELEV=2532.95 PVI STA = 39+06.25 PVI ELEV=2524.96 K=131.77 AD=1.52% STA=40+06.25
ELEV=2523.56PROFILE IS THE EXISTING GRADE ALONG THE STATION LINE AND SIDEWALK MATCHES EXISTING LONGITUDINAL GRADES CONSTRUCTION NOTES: CONSTRUCT NEW CONC CURB, GUTTER, AND 10-FT WIDE SIDEWALK. CONSTRUCT ADA ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING SURFACE. REMOVE EXISTING PAVEMENT STRIPING AND RESTRIPE AS SHOWN, TYP INSTALL LADDER TYPE CROSSWALK STRIPING. CONSTRUCT SHORT FILL RETAINING WALL OR ROCKERY. TRANSITION BACK OF SIDEWALK TO MEET EXISTING BACK OF SIDEWALK. PRESERVE AND PROTECT EXISTING SIDEWALK. REMOVE EXISTING CURB AND GUTTER. CONSTRUCT NEW CONC SIDEWALK BETWEEN REMAINING SIDEWALK AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING SIDEWALK. NARROW SIDEWALK TO FIT BETWEEN EXISTING BUILDING AND PROPOSED CURB AND GUTTER. PRESERVE AND PROTECT EXISTING BUILDING. INTEGRATE COLOR PAVING. PROVIDE TRAIL IDENTITY ELEMENT. INSTALL INTERPRETIVE ELEMENT. 1 2
3 4
5 6
7 891011 1.3

31.4 11.421.6

EX EP: 21.60
CITY R/W: 28.53

EX EP: 19.87
CITY R/W: 29.01

EX EP: 18.08
CITY R/W: 29.49

EX EP: 17.13
CITY R/W: 29.97

EX EP: 15.39
CITY R/W: 30.45

EX EP: 13.54
CITY R/W: 30.89
-2:1
-2:1
-2:1
-2:1
-2:1
TC: 19.58
EL: 2498.77
BWLK: 29.58
EL: 2498.87
DLT: 30.11
EL: 2498.60
TC: 17.51
EL: 2500.31
BWLK: 27.51
EL: 2500.40
DLT: 28.63
EL: 2499.85
TC: 14.18
EL: 2502.03
BWLK: 22.24
EL: 2502.11
TC: 10.85
EL: 2503.57
BWLK: 20.85
EL: 2503.66
DLT: 22.28
EL: 2502.95
TC: 9.58
EL: 2504.76
BWLK: 19.58
EL: 2504.86
DLT: 21.82
EL: 2503.73
TC: 9.58
EL: 2505.67
BWLK: 19.58
EL: 2505.77
DLT: 21.52
EL: 2504.80 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 6.6 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (28+00 TO 30+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 6 - CENTENNIAL DR TO SUTTON WAY

Page 217 ends

Item # 10.
31+00 2485 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2485 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 -20 -10 0 10 20 30 40 50 31+50 2485 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2485 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 -20 -100 10 20 30 40 50 32+00 2485 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2485 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 -20 -10 0 10 20 30 40 50 32+50 2485 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2485 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 -20 -100 10 20 30 40 50 33+00 2485 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2485 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 -20 -10 0 10 20 30 40 50 33+50 2485 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2485 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 -20 -100 10 20 30 40 50

EX EP: 11.70
CITY R/W: 31.26

EX EP: 10.39
CITY R/W: 31.74

EX EP: 9.63
CITY R/W: 32.20

EX EP: 9.80
CITY R/W: 31.52

EX EP: 11.19
CITY R/W: 30.30

EX EP: 13.47
CITY R/W: 32.86
-2:1
-2:1
-2:1
-2:1
2:1
-2:1
TC: 9.58
EL: 2506.28
BWLK: 19.58
EL: 2506.37
DLT: 21.94
EL: 2505.19
TC: 9.66
EL: 2507.06
BWLK: 19.66
EL: 2507.16
DLT: 22.26
EL: 2505.86
TC: 10.04
EL: 2508.31
BWLK: 20.04
EL: 2508.41
DLT: 24.81
EL: 2506.02
TC: 10.42
EL: 2510.10
BWLK: 20.42
EL: 2510.19
DLT: 22.28
EL: 2509.26
TC: 10.25
EL: 2512.67
BWLK: 20.25
EL: 2512.76
DLT: 21.05
EL: 2513.16
TC: 9.51
EL: 2515.05
BWLK: 19.51
EL: 2515.15
DLT: 21.06
EL: 2514.37 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 6.7 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (31+00 TO 33+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 6 - CENTENNIAL DR TO SUTTON WAY

Page 218 ends

Item # 10.
34+00 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 -30 -20 -10 0 10 20 30 40 50 34+50 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 -30 -20 -100 10 20 30 40 50 35+00 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2490 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 -30 -20 -10 0 10 20 30 40 50 35+50 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 -30 -20 -100 10 20 30 40 50 36+00 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 -30 -20 -10 0 10 20 30 40 50 36+50 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 -30 -20 -100 10 20 30 40 50

EX EP: 14.57
CITY R/W: 34.93

EX EP: 14.57
CITY R/W: 35.36

EX EP: 14.26
CITY R/W: 35.47

EX EP: 14.64
CITY R/W: 35.57

EX EP: 12.92
CITY R/W: 35.68

EX EP: 12.30
CITY R/W: 35.79
-2:1
-2:1
-2:1
-2:1
TC: 8.22
EL: 2516.91
BWLK: 18.22
EL: 2517.01
DLT: 20.58
EL: 2515.83
TC: 6.51
EL: 2518.53
BWLK: 16.51
EL: 2518.62
DLT: 18.98
EL: 2517.39
TC: 5.72
EL: 2519.74
BWLK: 15.72
EL: 2519.83
DLT: 17.20
EL: 2519.09
TC: 5.71
EL: 2520.52
BWLK: 15.71
EL: 2520.62
DLT: 18.27
EL: 2519.34
TC: 5.71
EL: 2521.15
BWLK: 15.71
EL: 2521.25
TW: 16.71
EL: 2521.25
BW: 16.71
EL: 2519.76
TC: 5.71
EL: 2521.53
BWLK: 15.71
EL: 2521.62
TW: 16.71
EL: 2521.62
BW: 16.71
EL: 2520.89 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 6.8 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (34+00 TO 36+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 6 - CENTENNIAL DR TO SUTTON WAY

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37+00 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2495 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 -30 -20 -10 0 10 20 30 40 50 37+50 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 -30 -20 -100 10 20 30 40 50 38+00 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 -30 -20 -10 0 10 20 30 40 50 38+50 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2500 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 -30 -20 -100 10 20 30 40 50 39+00 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555-30 -20 -10 0 10 20 30 40 50 39+50 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555-30 -20 -100 10 20 30 40 50

EX EP: 13.19
CITY R/W: 35.90

EX EP: 16.11
CITY R/W: 36.01

EX EP: 18.93
CITY R/W: 36.11

EX EP: 22.48
CITY R/W: 37.08

EX EP: 22.59
CITY R/W: 40.61

EX EP: 21.72
CITY R/W: 45.90
-2:1
-2:1
-2:1
-2:1
-2:1
-2:1
TC: 5.71
EL: 2522.23
BWLK: 15.71
EL: 2522.33
DLT: 16.65
EL: 2521.85
TC: 5.71
EL: 2522.94
BWLK: 15.71
EL: 2523.04
DLT: 16.15
EL: 2522.82
TC: 5.71
EL: 2523.76
BWLK: 15.71
EL: 2523.86
DLT: 16.21
EL: 2523.60
TC: 6.53
EL: 2524.45
BWLK: 16.53
EL: 2524.54
DLT: 17.46
EL: 2524.08
TC: 9.41
EL: 2525.40
BWLK: 19.41
EL: 2525.50
DLT: 21.01
EL: 2524.70
TC: 11.86
EL: 2526.64
BWLK: 21.86
EL: 2526.73
DLT: 23.83
EL: 2525.75 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 6.9 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (37+00 TO 39+50) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 6 - CENTENNIAL DR TO SUTTON WAY

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40+00 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2560 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2560 -30 -20 -10 0 10 20 30 40 50 40+50 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2560 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2560 -30 -20 -100 10 20 30 40 50 41+00 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2560 2505 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2560 -30 -20 -10 0 10 20 30 40 50 41+50 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2560 2565 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2560 2565 -30 -20 -100 10 20 30 40 50 42+00 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2560 2565 2510 2515 2520 2525 2530 2535 2540 2545 2550 2555 2560 2565 -30 -20 -10 0 10 20 30 40 50

EX EP: 20.64

EX EP: 19.04

EX EP: 18.51

EX EP: 19.91

EX EP: 19.29
-2:1
-2:1
-2:1
-2:1
-2:1
TC: 12.21
EL: 2528.01
BWLK: 22.21
EL: 2528.11
DLT: 23.89
EL: 2527.26
TC: 12.21
EL: 2529.27
BWLK: 22.21
EL: 2529.37
DLT: 23.35
EL: 2528.79
TC: 12.21
EL: 2530.53
BWLK: 22.21
EL: 2530.63
DLT: 24.59
EL: 2529.44
TC: 12.21
EL: 2532.00
BWLK: 22.21
EL: 2532.10
DLT: 24.31
EL: 2531.05
TC: 12.21
EL: 2533.15
BWLK: 22.21
EL: 2533.24
DLT: 24.58
EL: 2532.05 SHEET SCALE DATE DRAWN BY DESIGN BY CHECKED BY Restoration Design Group, Inc. 2332 Fifth Street, Suite C Berkeley, CA 94710 T 510.644.2798 F 510.644.2799 www.restorationdesigngroup.com DESCRIPTION REVISIONS DATE WOLF CREEK TRAIL - CITY OF GRASS VALLEY 6.10 MARCH 16, 2023 OF 82 1" = 10' MT MT, ES, JH MT, ES CROSS SECTION (40+00 TO 42+00) PRELIMINARY IMPROVEMENT PLANS CROSS SECTIONS 1" = 10' SEGMENT 6 - CENTENNIAL DR TO SUTTON WAY

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Item # 10.

City of Grass Valley
City Council
Agenda Action Sheet
Title: Adoption of Resolution 2023-16 Delegating Authority to Execute the Proposition 64 Public Health and Safety Grant Agreement
CEQA: Not a project.

Recommendation: Staff recommends that the City Council adopt Resolution No. 2023– 16, which includes the following actions (Attachment 1 – Resolution No. 2023-16):
1) Authorizes the City Manager to submit the grant proposal for awarded funding and sign the Grant Agreement with the Board of State and Community Corrections (BSCC), including any amendments thereof.

Prepared by: Loree McCay, Senior Accountant
Council Meeting Date: 04/25/2023 Date Prepared: 04/18/2023 Agenda: Consent
Background Information: On December 2, 2022, the City, in coordination with Doug Fleming JD from BKF Engineers, submitted an application for a BSCC Proposition 64 Public Health & Safety Grant. The City was eligible, and applied for the Maximum allowable request of $3 Million for a five-year project cycle commencing on May 1, 2023 and ending on April 30, 2028. The City presented the following project summary for consideration:

The Grass Valley Cannabis Impact Mitigation Project will specifically focus on addressing impacts from its emerging commercial cannabis business activities on its residents, the community, and most importantly its youth, with a strong emphasis on providing opportunities for family friendly outdoor activities for all ages. The funds will go towards the addition of a new bike park with pump track and renovations/additions to the existing skate park to include features for younger families to participate. The project will include funding for a full-time Park Resource Officer whose primary focus will be cannabis education, enforcement and intervention for youth utilizing the skate park, bike park and those attending city sponsored events. This includes an expansion of an existing summer program to include cannabis education. Additionally, the project includes procurement of surveillance cameras, vape detectors, a masticator and patrol vehicle to assist with enforcement.

On April 13, 2023, the BSCC awarded the City $3 Million dollars.

Attached for Council consideration is the required Resolution delegating authority to

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Item # 11.
the City Manager to execute the grant agreement and any amendments.

Council Goals/Objectives: This Project will support and help fulfill three goals identified in the Strategic Plan
Goal #1 The City of Grass Valley Is Dedicated to Promoting Programs and Projects That Improve Livability and Enhance the Character and Charm of Grass Valley.

Goal #3-The City of Grass Valley Strives to Provide Diverse Recreational Amenities in Our Parks, And We Are Actively Implementing Projects to Improve the Parks and Trails Systems.

Goal #6-The City of Grass Valley Is Devoted to Providing A Safe Place to Live, Work and Play.

Fiscal Impact: The Prop 64 PH&S Grant Program does not require matching and/or leveraged funds. Disbursement of grant funds occurs on a reimbursement basis for costs incurred during a reporting period. Grantees must submit invoices to the BSCC on a quarterly basis through the online process no later than 45 days following the end of each quarter. Grantees must maintain adequate supporting documentation for all costs claimed on invoices. BSCC staff will conduct a desk review process which requires grantees to submit electronic documentation to support all grant funds claimed during the invoicing period and on-site monitoring visits that will include a review of documentation maintained as substantiation for project expenditures.

Funds Available: Yes, upon award agreement Account #: N/A Reviewed by: City Manager
Attachments: Resolution 2023-16

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Item # 11.

RESOLUTION NO. 2023 - 16

RESOLUTION DELEGATING AUTHORITY
TO EXECUTE THE PROPOSITION 64

PUBLIC HEALTH AND SAFETY GRANT AGREEMENT
WHEREAS the City of Grass Valley desires to participate in the Proposition 64 Public Health and Safety Grant Program funded through the California State and Local Government Law Enforcement Account and administered by the Board of State and Community Corrections (hereafter referred to as the BSCC).

NOW, THEREFORE, BE IT RESOLVED that the City Manager be authorized on behalf of the City of Grass Valley to submit the grant proposal for this funding and sign the Grant Agreement with the BSCC, including any amendments thereof.

BE IT FURTHER RESOLVED that grant funds received hereunder shall not be used to supplant expenditures controlled by this body.

BE IT FURTHER RESOLVED that the City of Grass Valley agrees to abide by the terms and conditions of the Grant Agreement as set forth by the BSCC ADOPTED as a Resolution of the Council of the City of Grass Valley at a meeting thereof held on the 25th day of April 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINING:
______________________________
Jan Arbuckle, Mayor
ATTEST: ______________________________
Taylor Day, City Clerk
APPROVED AS TO FORM: ______________________________
Michael G. Colantuono, City Attorney

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Item # 11.

City of Grass Valley
City Council
Agenda Action Sheet
Title: Approve a Resolution Authorizing a Joint Application to and Participation in the Homekey Program.

CEQA: Not a Project.

Recommendation: That Council review and approve Resolution 2023-18 authorizing a joint application with Foothill House of Hospitality dba Hospitality House (HH) and the participation in the HomeKey Program.

Prepared by: Tim Kiser, City Manager
Council Meeting Date: April 25, 2023 Date Prepared: April 19, 2023 Agenda: Administrative
Background Information: In partnership with the City of Grass Valley and County of Nevada, Foothill House of Hospitality dba Hospitality House (HH) intends to apply for the State of California Housing and Community Development (HCD) Homekey 3 Capital Grant. The City of Grass Valley will be the applicant and Hospitality House is the coapplicant. The proposed project includes 20-40 studio apartments for people experiencing chronic homelessness. The property for development is currently owned by the County of Nevada. It is located at 936 Old Tunnel Road and is also home to the newly developed Brunswick Commons. As part of the process, the County of Nevada will provide a Letter of Intent to allow the Homekey 3 Project upon execution of a successful application to be built on the property. The County of Nevada also understands the Affordability covenant that will need to be in place for no less than 55 years upon final completion of the project.

The program model provided by HH will provide 24/7 on-site monitoring through a livein property manager. Hospitality House will also provide wrap-around case management services by having a full-time case manager for the tenants living on site. Case management services include but are not limited to referrals to partner agencies for behavioral health, medical needs and job training and placement. Direct services provided by Hospitality House include transportation, housing navigation and tenancy, food donations from Interfaith Food Ministry (IFM) and community engagement activities.

HH initially had proposed the project be located on a property they own at 246 Glenwood Avenue, Grass Valley, CA. However, due to zoning restrictions as they relate to bonus density laws, it was determined that property would not be financially viable.

Since the project has already been in design for more than 10 months, the Request for Proposals (RFP) and Statement of Qualifications (SOQ) for an approved contractor and modular manufacturer was completed in by August 2022. In May 2022, Robert Wallis

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Item # 12.
with Wallis Design Architects reached out to 3 local contractors to gauge their interest in being the general contractor for the project. The general contractors in question are Sierra Foothill Construction, C&D Construction, PNP Constructions and REN Construction. Out of 4 contractors that were provided with the RFP, only 2 were interested. They were Sierra Foothill Construction and PNP Construction. Both general contractors provided a Statement of Qualifications. Interviews took place on July 27, 2022. Scoring for the general contractors took place on August 3, 2022. PNP was the preferred contractor, scoring 271 points out of 300. Sierra Foothill Construction scored 251 out of 300.

The RFP process for the modular manufacturer followed a similar process due to the complexity of the request. Darren Seary with Optimum Modular Solutions assisted HH in the process. An email was sent out to 3 modular manufacturers that had manufacturing facilities within the State of California. Choosing a manufacturer within the State of California was suggested due to the permitting process and cost savings associated with shipping the modulars. The 3 modular manufactures that were provided with the RFP were Volumetric Building Company (VBC), Factor OS and Guerdon. Only 2 modular manufacturers responded to the RFP. They were VBC and Factory OS. The interviews took place in July 2022 and Factory OS decided to rescind their interest in the RFP. Factory OS did not want to design a modular to fit our needs and instead wanted to provide us with a predesigned modular. This was not going to work for our project. Therefore, HH went with VBC. A scoring process still took place and VBC scored 288 out of 300.

Upon finishing the RFP process for a general contractor and modular manufacturer, the design team for the project consisted of Wallis Design Studio Architects, Volumetric Building Company, PNP Construction, Optimum Modular Solutions and True Management Services. Hospitality House intends to use modular construction due to the time restraints surrounding the Homekey 3 Grant Program. Homekey 3 requires upon successful application the proposed project to take no longer than 15 months from the date of award to full occupancy. Modular design results in less project time, cost savings, less construction waste, less construction noise and proven quality.

Due to AB140 passed by the California State Legislator on July 15, 2021, capital building projects for people experiencing homelessness will be exempt from the California Environmental Quality Act (CEQA) and National Environmental Protection Act (NEPA) until July 1, 2024. More information regarding this temporary exemption can be found at: Bill Text - AB-140 Housing. (ca.gov)
The Homekey 3 Grant Program application is funded on a first come first serve process and the application portal will open on April 24, 2023. The State of California has a Balance of State or Rural Set Aside amount of $20 million. It is important that this process moves quickly while providing any information necessary to the partners, contractors, manufacturers, and consultants with a current interest in the project. HCD requires that the City of Grass Valley as the applicant and Hospitality House as the coapplicant provide a Board Resolution approving the project. The Resolution must be formatted per The State of California Housing and Community Development guidelines.

The City’s main role will be the applicant for the potential grant funds. HH will be the co-applicant and assist City staff with all the grant activities. City staff is recommending the approval of the attached Resolution 2023-18.

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Item # 12.

Council Goals/Objectives: The execution of this action attempts to achieve Strategic Goal #5 – High Performance Government and Quality Service.

Fiscal Impact: No direct fiscal impact to the City. The City will in general terms will receive HomeKey funds from the State to pay approved invoices for the potential project.

Funds Available: N/A Account #: N/A
Reviewed by: Tim Kiser, City Manager Attachments: Resolution 2023-18

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Item # 12.

RESOLUTION NO. 2023-18

A RESOLUTION OF THE GOVERNING BODY OF THE CITY COUNCIL OF THE

CITY OF GRASS VALLEY AUTHORIZING JOINT APPLICATION TO AND

PARTICIPATION IN THE HOMEKEY PROGRAM
WHEREAS, The Department of Housing and Community Development (“Department”) has issued a Notice of Funding Availability, dated March 29, 2023 (“NOFA”), for the Homekey Program (“Homekey” or “Program”). The Department has issued the NOFA for Homekey grant funds pursuant to Health and Safety Code section 50675.1.3 (Assem. Bill No. 140 (2021-2022 Reg. Sess.), § 20.).

WHEREAS, The City of Grass Valley (“Co-Applicant”) desires to jointly apply for Homekey grant funds with Foothill House of Hospitality dba “Hospitality House” (“Corporation”). Therefore, Co-Applicant is joining Corporation in the submittal of an application for Homekey funds (“Application”) to the Department for review and consideration.

WHEREAS, The Department is authorized to administer Homekey pursuant to the Multifamily Housing Program (Chapter 6.7 (commencing with Section 50675) of Part 2 of Division 31 of the Health and Safety Code). Homekey funding allocations are subject to the terms and conditions of the NOFA, the Application, the Department-approved STD 213, Standard Agreement (“Standard Agreement”), and all other legal requirements of the Homekey Program; and

NOW, THEREFORE, BE IT RESOLVED THAT THE CITY COUNCIL OF THE CITY OF GRASS VALLEY:

1. Co-Applicant is hereby authorized and directed to submit a joint Application to the Department in response to the NOFA, and to jointly apply for Homekey grant funds in a total amount not to exceed $11,000,000.

2. If the Application is approved, Co-Applicant is hereby authorized and directed to enter into, execute, and deliver a Standard Agreement in a total amount not to exceed $11,000,00, any and all other documents required or deemed necessary or appropriate to secure the Homekey funds from the Department and to participate in the Homekey Program, and all amendments thereto (collectively, the “Homekey Documents”).

3. Co-Applicant acknowledges and agrees that it shall be subject to the terms and conditions specified in the Standard Agreement, and that the NOFA and Application will be incorporated in the Standard Agreement by reference and made a part thereof. Any and all activities, expenditures, information, and timelines represented in the Application are enforceable through the Standard Agreement. Funds are to be used for the allowable expenditures and activities identified in the Standard Agreement.

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Item # 12.

4. The City Manager or their designee, is authorized to execute the Application and the Homekey Documents on behalf of Co-Applicant for participation in the Homekey Program.

PASSED AND ADOPTED at the regular meeting of the City Council of the City of Grass Valley held on the 25th day of April, 2023 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
__________________________
Jan Arbuckle, Mayor
ATTEST:
_____________________________
Taylor Day, City Clerk
APPROVED AS TO FORM:
_____________________________
Michael G. Colantuono, City Attorney
The undersigned, Taylor Day, City Clerk of Co-Applicant, does hereby attest and certify that the foregoing is a true and full copy of a resolution of the governing body adopted at a duly convened meeting on the date above-mentioned, and that the resolution has not been altered, amended, or repealed.

SIGNATURE: ________________________ DATE: _____________________ NAME: _____________________________ TITLE: _____________________

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Item # 12.

City of Grass Valley
City Council
Agenda Action Sheet
Title: Update Municipal Code Section 8.16 Fire Control Regulations CEQA: Not a project
Recommendation: That Council: 1) review the proposed ordinance to repeal Municipal Code Chapter – 8.16 Fire Control Regulations and replace with new Municipal Code Chapter 8.16 Fire Control Regulations. Waive full reading and adopt Urgency Ordinance No. 823; 2) waive full reading and introduce Ordinance No. 824.

Prepared by: Mark Buttron -Fire Chief
Council Meeting Date: 04/25/2023 Date Prepared: 04/18/2025 Agenda: Administrative
Background Information: In August of 2017, the Council approved repealing Municipal Code Chapter 8.16, Fire Control Regulations and 8.36, Weed Abatement.

These repealed chapters were replaced with updated Municipal Code Chapter 8.16, Fire Control Regulations, which includes vegetation management and yard debris removal. Based on our experience and observations over the years in implementing the code, the Fire Department believes the vegetation management process needs to be amended. To ensure the City’s vegetation management ordinance appropriately addresses potential fire hazards, we recommend the following changes:

1. Define Fuel Modification Area, City, and Spark Arrester.

2. Separate and define requirements for Improved Properties of Less than One Acre, One to Fire Acres, and Greater than Five acres.

3. Separate and define requirements for Unimproved Properties of Less than One Acre, One to Fire Acres, and Greater than Five acres.

4. Better define Emergency Vehicle Access based on property size for Less than One Acre, One to Fire Acres, and Greater than Five Acres.

5. Raise minimum height of Emergency Vehicle Access to 15’.

6. Provide for a Special Permit to authorize burning for professional entertainment purposes.

7. Update code to reference Fire Marshal or authorized representative.

Staff recommends this amendment to the municipal code be adopted as an urgency ordinance. The urgency ordinance may be introduced and adopted at a single meeting

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Item # 13.
and becomes effective immediately if adopted by a 4/5 vote. The standard ordinance is identical to the urgency ordinance but does not contain the specific findings of urgency. To make these amendments permanent without needing to defend urgency findings indefinitely, staff recommends that Council simultaneously consider a standard ordinance, adopted after first and second readings, which will take effect 30 days after adoption. Upon becoming effective, the ordinance will repeal the urgency ordinance. This is the City Attorney’s standard procedure with respect to urgency ordinances that address long-term issues.

Council Goals/Objectives: Exceptional Public Safety consistent with the City of Grass Valley Strategic Plan
Fiscal Impact: None
Funds Available: N/A Account #: N/A
Reviewed by:

Attachments:

Grass Valley Municipal Code Section 8.16
Urgency Ordinance No. 823 Amending Grass Valley Municipal Code Section 8.16 Non-Urgency Ordinance No. 824 Amending Grass Valley Municipal Code Section 8.16

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Item # 13.

URGENCY ORDINANCE NO. 823

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY

OF GRASS VALLEY TEMPORARILY REPEALING AND
REPLACING ARTICLE II (“MISCELLANEOUS FIRE
CONTROL REGULATIONS”), ARTICLE III
(“PROHIBITIONS”), AND ARTICLE V (“VIOLATIONS —
PENALTY”) OF CHAPTER 8.16 OF THE GRASS VALLEY

MUNICIPAL CODE REGARDING FIRE CONTROL

REGULATIONS
Be it ordained by the Council of the City of Grass Valley:

SECTION 1. CODE AMENDMENT. Article II – Miscellaneous Fire Control Regulations, Article III – Prohibitions, and Article V – Violations — Penalty of Chapter 8.16 – Fire Control Regulations, are hereby repealed and replaced as set forth in Exhibit A attached to this Ordinance and incorporated by such reference.

SECTION 2. URGENCY FINDINGS. The Council finds that unless it adopts this ordinance to take urgent action, the Grass Valley Fire Department will lack the enforcement provisions it requires to protect against severe fire hazards caused by open burning and the widespread accumulation of combustible and flammable materials in the City limits. This urgency ordinance is necessary to immediately preserve the public peace, health, and safety.

SECTION 3. CEQA FINDINGS. As a purely administrative and regulatory action, this Ordinance will not affect the physical environment. This Ordinance is not a project within the meaning of California Environmental Quality Act (CEQA) Guidelines, California Code of Regulations, Title 14, Section 15378 because it has no potential to result in physical change in the environment, directly or indirectly. Additionally and independently, it is exempt from CEQA review under CEQA Guidelines, California Code of Regulations, Title 14, Section 15061(b)(3) because it can be seen with certainty that there is no possibility that the Ordinance may have a significant effect on the environment and under CEQA Guidelines, California Code of Regulations, Title 14, Section 15269 as an emergency action.

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Item # 13.

Ordinance or its application to other persons and circumstances. The City Council of the City of Grass Valley hereby declares that it would have adopted this Ordinance and each section, subsection, sentence, clause, phrase or portion thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions be declared invalid or unconstitutional and, to that end, the provisions hereof are hereby declared to be severable.

SECTION 5. EFFECT OF AMENDMENTS. It is the intent of the City Council of the City of Grass Valley that the Grass Valley Municipal Code sections affected by this Ordinance shall not be considered repealed and reenacted in their amended form; that the portions which are not altered are to be considered as having been the law from the time when they were enacted; that the new provisions are to be considered as having been enacted at the time of the amendment; and that the omitted portions are to be considered as having been repealed at the time of the amendment.

SECTION 6. EFFECTIVE DATE. This Urgency Ordinance is adopted by 4/5th vote of the City Council and shall be in full force and effect immediately after its adoption pursuant to Article VII, § 2 (c) of the Grass Valley City Charter.

SECTION 7. PUBLICATION. The City Clerk shall certify to the passage and adoption of this Ordinance and shall cause the same to be published once in The Union, a newspaper of general circulation printed, published, and circulated within the City.

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Item # 13.

INTRODUCED and first read at a regular meeting of the City Council on the 25th day of April, 2023.

FINAL PASSAGE AND ADOPTION by the City Council was at a meeting thereof held on the 25th day of April, 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINING:
________________________________
Jan Arbuckle, Mayor
APPROVED AS TO FORM:
________________________________
Michael G. Colantuono, City Attorney
ATTEST
________________________________
Taylor Day, City Clerk

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Item # 13.

EXHIBIT A
Chapter 8.16. - FIRE CONTROL REGULATIONS
Article II. - Miscellaneous Fire Control Regulations.

8.16.200 - Vegetation Management and Yard Debris Removal.

It shall be the duty of the fire marshal of the fire department or an authorized representative and/or the director of the community development department or an authorized representative to enforce the requirements of the "vegetation management and yard debris removal" section(s).

8.16.210 - Definitions.

1. “City” shall mean the City of Grass Valley, a municipal corporation of the State of California.

2. Improved Property: Any property with a building or structure.

3. Unimproved Property: Any property without a building or structure.

4. Building or structure: Any structure used for support or shelter of any use or occupancy.

5. APN: Assessor’s parcel number as assigned by the County of Nevada.

6. Fuel Modification Area: “Fuel Modification Area” shall mean a strip of land in which the following fuel reduction activities are required to occur. – Area is mowed/cleared so that “flammable vegetation” is no higher than 4” above mineral soil, free of “refuse piles” and “combustible materials”, and trees shall be free of branches 6’ up from the ground. If shrubs are located under tree branches an additional clearance equal to 3 times the height of the shrub shall be required. If the height of the tree does not allow the 6’ and/or 3 times the shrub height of clearance, clearance shall not exceed one-third (1/3) of the overall tree height.

7. Ladder Fuels: Fuels that can carry a fire vertically between or within a fuel type.

8. Heavy Fuels: Materials of large diameter such as snag logs and tree limbs that ignite and are consumed more slowly than flash fuels such as tree needles, leaves, and grasses.

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Item # 13.

9. Flammable Vegetation: Includes, but not limited to, dead/dry tree needles and leaves, dead/dry grasses of over 4” in height, tree limbs, bushes/shrubs, trees less than 6” diameter at breast height (Dbh), manzanita, dense berry thickets, or other invasive or noxious plants, that constitute a fire hazard and/or endanger people or property.

10. Combustible Materials: Heavy fuels, slash, refuse piles, dead trees, or tree branches (either standing or downed), that constitute a fire hazard and/or endanger people or property.

11. Refuse Piles: Accumulations of flammable vegetation and/or combustible materials, rubbish and/or scrap materials, including but not limited to, wastepaper, wood, straw/hay, litter, or other flammable or combustible waste.

12. Spark Arrester: Any device which prevents the emission of flammable debris from combustion sources, such as fireplaces and woodstoves.

13. Approved Warming Device: A portable or fixed, outdoor, solid-fuel-burning fireplace that may be constructed of steel, concrete, clay, or other noncombustible material. It may be open in design or may be equipped with a small hearth opening and a short chimney or chimney opening in the top. All devices shall be equipped with a spark arrester.

8.16.220 - Abatement Procedures.

To reduce fire hazards and nuisances associated with flammable vegetation, refuse piles, and/or combustible materials upon or in front of private improved or unimproved property, the city council may conduct proceedings pursuant to Chapter

9.28 of this Code. Such proceedings may include requiring abatement of fire hazards throughout the city, entering upon private property, and performing abatement where the private property owner does not abate. The cost of such abatement will be assessed upon the nuisance property under Chapter 1.14 of this Code, and such costs will constitute a lien upon the land until paid and will be collected upon the next tax roll upon which real property taxes are collected.

8.16.230 - Duty to Abate Flammable Vegetation and Combustible Material.

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It shall be the duty of every owner, occupant, or person in control of any private land, whether improved or unimproved, within the City of Grass Valley, to abate therefrom on such property, at his or her own expense, all flammable vegetation, refuse piles, and/or other combustible materials that constitute a fire hazard. The obligation to abate all flammable vegetation, refuse piles, and/or other combustible materials shall comply with the following, shall be completed by May 1 of each year, and shall be maintained through October 31 or the end of fire season as declared by the California Department of Forestry and Fire Protection (CAL FIRE) whichever comes first.

1. IMPROVED PROPERTY:

A. Less Than One Acre:
a) The entire property shall be mowed/cleared so that "flammable vegetation", as defined in Section 8.16.210, is no higher than 4” above mineral soil. b) The entire property shall be free of dead and/or dry leaves and tree needles. c) The entire property shall be free of “refuse piles”, as defined in Section 8.16.210. d) All plants, trees, or shrubs shall be free of dead or dying material. e) Maintain large shrubs and hedges exceeding 6’ in height such that limbs are not within 4’ of the ground or one-third (1/3) of its overall height, whichever is less. f) Vegetation under windows shall be kept to below 18”. g) The roof of every building and/or structure shall be free of dead and/or dry leaves, tree needles, tree branches, and any other “flammable vegetation” as defined in Section 8.16.210.
h) No portion of any tree shall be within 10’ of the roof surface at any point, outlet of a chimney, stovepipe and/or electrical power service drop of any building and/or structure. All chimneys and stove pipes shall have a spark arrester. i) Trees shall be free of branches 6’ up from the ground. If shrubs are located under tree branches an additional clearance equal to 3 times the height of the shrub shall be required. If the height of the tree does not allow the 6’ and/or 3 times the shrub height of clearance, clearance shall not exceed one-third (1/3) of the overall tree height.
j) Dead, dying, or diseased trees shall be removed. An evaluation by a licensed arborist with recommendations on removal of dying or diseased trees shall be required by the City.
k) Remove all flammable vegetation, refuse piles, and/or combustible materials from under decks, balconies, and/or stairs.
l) All waste material that is the result of vegetation management work shall be composted or hauled off site. Burning of waste material is prohibited.

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B. One to Five Acres:
a) A 30’ Fuel Modification Area, as defined in Section 8.16.210, shall be provided around the entire property. The 30’ Fuel Modification Area shall be measured from the property line and from the edge of the sidewalk, or from the street line if there is no sidewalk, where the property abuts any public or private rights-of-way, or fire apparatus access road.
b) Vegetation under windows shall be kept to below 18”. c) The roof of every building and/or structure shall be free of dead and/or dry leaves, tree needles, tree branches, and any other “flammable vegetation” as defined in Section 8.16.210.
d) No portion of any tree shall be within 10' of the roof surfaces at any point, outlet of a chimney, stovepipe and/or electrical power service drop of any building and/or structure. All chimneys and stove pipes shall have a spark arrester. e) All plants, trees, or shrubs located 0’-30’ from a building and/or structure shall be free of dead or dying material.
f) Maintain large shrubs and hedges exceeding 6’ in height located 0’-30’ from a building and/or structure such that limbs are not within 4’ of the ground or one-third (1/3) of its overall height, whichever is less. g) All trees located 0’-30’ from a building and/or structure shall be free of branches 6’ up from the ground. If shrubs are located under tree branches an additional clearance equal to 3 times the height of the shrub shall be required.

If the height of the tree does not allow the 6’ and/or 3 times the shrub height of clearance, clearance shall not exceed one-third (1/3) of the overall tree height. h) Dead, dying, or diseased trees located 0’-30’ from a building and/or structure shall be removed. An evaluation by a licensed arborist with recommendations on removal of dying or diseased trees shall be required by the City. i) Remove all flammable vegetation, refuse piles, and/or combustible materials from under decks, balconies, and/or stairs.
j) All waste material that is the result of vegetation management work shall be chipped and spread or hauled off site. Burning of waste material is prohibited.

C. Greater Than Five Acres:
a) A 100’ Fuel Modification Area, as defined in Section 8.16.210, shall be provided around the entire property. The 100’ Fuel Modification Area shall be measured

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from the property line and from the edge of the sidewalk, or from the street line if there is no sidewalk, where the property abuts any public or private rights-of-way, or fire apparatus access road.
b) Vegetation under windows shall be kept to below 18”. c) The roof of every building and/or structure shall be free of dead and/or dry leaves, tree needles, tree branches, and any other “flammable vegetation” as defined in Section 8.16.210.
d) No portion of any tree shall be within 10' of the roof surfaces at any point, outlet of a chimney, stovepipe and/or electrical power service drop of any building and/or structure. All chimneys and stove pipes shall have a spark arrester. e) All plants, trees, or shrubs located 0’-30’ from a building and/or structure shall be free of dead or dying material.
f) Maintain large shrubs and hedges exceeding 6’ in height located 0’-30’ from a building and/or structure such that limbs are not within 4’ of the ground or one-third of its height, whichever is less.
g) All trees located 0’-30’ from a building and/or structure shall be free of branches 6’ up from the ground. If shrubs are located under tree branches an additional clearance equal to 3 times the height of the shrub shall be required.

2. UNIMPROVED PROPERTY:

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e) Trees shall be free of branches 6’ up from the ground. If shrubs are located under tree branches an additional clearance equal to 3 times the height of the shrub shall be required. If the height of the tree does not allow the 6’ and/or 3 times the shrub height of clearance, clearance shall not exceed one-third (1/3) of the overall tree height.
f) Dead, dying, or diseased trees shall be removed. An evaluation by a licensed arborist with recommendations on removal of dying or diseased trees shall be required by the City.
g) All waste material that is the result of vegetation management work shall be hauled off site. Burning of waste material is prohibited.

C. Greater Than Five Acres:
a) A 100’ Fuel Modification Area, as defined in Section 8.16.210, shall be provided around the entire property. The 100’ Fuel Modification Area shall be measured from the property line and from the edge of the sidewalk, or from the street line if there is no sidewalk, where the property abuts any public or private rights-of-way, or fire apparatus access road.
b) All waste material that is the result of vegetation management work shall be chipped and spread or hauled off site. Burning of waste material is prohibited.

8.16.240 - Emergency Vehicle Access.

1. No property owner may allow any portion of any vegetation on his or her property to interfere with street and emergency vehicle access, regardless of whether the access is along a public street or along a private residential access road. Vegetation shall be trimmed back from the edge of the sidewalk, or from the street line if there is no sidewalk, a minimum distance of; 3’ for properties less than 1 acre, 30’ for properties 1-5 acres, and 100’ for properties greater than 5 acres. Vegetation must also be trimmed to a minimum height of 15’ – 0” above the street and emergency

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vehicle access roads. The fire marshal of the fire department or an authorized representative may provide written notice to the property owner requiring vegetation to be trimmed for a specified additional distance when the fire marshal determines the vegetation would otherwise interfere with emergency vehicle access. If the property owner fails to maintain these clearance requirements, the city may abate this nuisance without further notice and at the property owner's expense. This subsection shall not apply to cultivated groundcover such as green grass, ivy, succulents, or similar plants used as groundcovers, provided they do not constitute a fire hazard.

2. Without notice, the fire marshal of the fire department or an authorized representative may also summarily abate weeds or hazardous growth on private property that in any way hinders emergency vehicle access and may charge the property owner for the costs of the abatement.

8.16.250 - City Abatement of Hazardous Vegetation and/or Yard Debris Condition(s)— Lien.

Hazardous vegetation and/or yard debris shall be abated under Chapters 1.10 and 1.11 of this Code, and costs of abatement may be recovered under Chapter 1.14 of this Code.

Article III. - Prohibitions

8.16.300 - Open Burning.

It shall be unlawful for any person to ignite, permit, or maintain an open fire within the city limits of the City of Grass Valley.

This prohibition is not intended to prohibit fires in approved warming devices, as defined in Section 8.16.210, or devices used for cooking such as barbeques that are located on property that the individual using such device has legal authority to occupy.

8.16.310 - Authorized Burning.

1. Training Burns. Fire department training burns may be permitted with the prior written approval of the chief of the fire department or an authorized representative and Northern Sierra Air Quality Management District.

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2. Special Permits. The fire marshal of the fire department or an authorized representative may issue special permits to authorize burning for the health and safety of the public.

3. Special Permit. The fire marshal of the fire department or an authorized representative may issue special permits to authorize burning for professional entertainment purposes.

4. Special Permit. The fire marshal of the fire department or an authorized representative may issue special permits to authorize burning for ceremonial purposes.

5. Burning may be permitted in improved designated areas, including, but not limited to, city-provided fire pits or barbeques in parks and other public areas.

8.16.320 - Fire Protection Requirements.

To provide and maintain fire protection during the use of approved warming devices or during authorized special permit burning, the following shall be required:

1. During use/operation an area within ten feet of the device shall be free and clear of flammable vegetation, refuse piles, and/or combustible materials as defined in Section 8.16.210.

2. Responsible person, 18 years of age or older, in attendance with shovel until fire is dead out.

3. Water hose connected to an operational water supply shall be present at use/operation site.

4. Operation site shall be within 250’ of an operational fire hydrant.

5. Operation site shall be within one 150’ of a California Fire Code compliant fire access road.

Exception: Special permit ceremonial operations only. If an operational water supply is not present the fire marshal of the fire department or an authorized representative will determine an appropriate alternative method of fire protection.

Article V. - Violations—Penalty

8.16.500 - Penalty.

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The application of the afore-mentioned penalty shall not be held to prevent the enforced removal of the prohibited conditions.

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ORDINANCE NO. 824

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY

OF GRASS VALLEY REPEALING AND REPLACING
ARTICLE II (“MISCELLANEOUS FIRE CONTROL
REGULATIONS”), ARTICLE III (“PROHIBITIONS”),
AND ARTICLE V (“VIOLATIONS — PENALTY”) OF
CHAPTER 8.16 OF THE GRASS VALLEY MUNICIPAL

CODE REGARDING FIRE CONTROL REGULATIONS
AND REPEALING URGENCY ORDINANCE NO. _823__
Be it ordained by the Council of the City of Grass Valley:

SECTION 2. REPEAL. URGENCY ORDINANCE No 823 is hereby repealed.

SECTION 3. CEQA FINDINGS. As a purely administrative and regulatory action, this Ordinance will not affect the physical environment. This Ordinance is not a project within the meaning of California Environmental Quality Act (CEQA) Guidelines, California Code of Regulations, title 14, section 15378 because it has no potential to result in physical change in the environment, directly or indirectly. Additionally and independently, it is exempt from CEQA review under CEQA Guidelines, California Code of Regulations, title 14, section 15061(b)(3) because it can be seen with certainty that there is no possibility that the Ordinance may have a significant effect on the environment.

SECTION 4. SEVERABILITY. If any section, subsection, sentence, clause, phrase or portion of this Ordinance or its application to any person or circumstance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance or its application to other persons and circumstances. The City Council of the City of Grass Valley hereby declares that it would have adopted this Ordinance and each section, subsection, sentence, clause, phrase or portion thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions be declared invalid or unconstitutional and, to that end, the provisions hereof are hereby declared to be severable.

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SECTION 6. EFFECTIVE DATE. This Ordinance shall be in full force and effect thirty (30) days after its adoption pursuant to Article VII, § 2 of the Grass Valley City Charter.

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INTRODUCED and first read at a regular meeting of the City Council on the 25th day of April 2023.

FINAL PASSAGE AND ADOPTION by the City Council was at a meeting thereof held on the _____ day of __________________, 2023, by the following vote:

AYES:

NOES:

ABSENT:

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EXHIBIT A
Chapter 8.16. - FIRE CONTROL REGULATIONS
Article II. - Miscellaneous Fire Control Regulations.

8.16.200 - Vegetation Management and Yard Debris Removal.

8.16.210 - Definitions.

1. “City” shall mean the City of Grass Valley, a municipal corporation of the State of California.

2. Improved Property: Any property with a building or structure.

3. Unimproved Property: Any property without a building or structure.

4. Building or structure: Any structure used for support or shelter of any use or occupancy.

5. APN: Assessor’s parcel number as assigned by the County of Nevada.

7. Ladder Fuels: Fuels that can carry a fire vertically between or within a fuel type.

8. Heavy Fuels: Materials of large diameter such as snag logs and tree limbs that ignite and are consumed more slowly than flash fuels such as tree needles, leaves, and grasses.

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10. Combustible Materials: Heavy fuels, slash, refuse piles, dead trees, or tree branches (either standing or downed), that constitute a fire hazard and/or endanger people or property.

12. Spark Arrester: Any device which prevents the emission of flammable debris from combustion sources, such as fireplaces and woodstoves.

8.16.220 - Abatement Procedures.

8.16.230 - Duty to Abate Flammable Vegetation and Combustible Material.

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1. IMPROVED PROPERTY:

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C. Greater Than Five Acres:
a) A 100’ Fuel Modification Area, as defined in Section 8.16.210, shall be provided around the entire property. The 100’ Fuel Modification Area shall be measured

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2. UNIMPROVED PROPERTY:

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8.16.240 - Emergency Vehicle Access.

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8.16.250 - City Abatement of Hazardous Vegetation and/or Yard Debris Condition(s)— Lien.

Hazardous vegetation and/or yard debris shall be abated under Chapters 1.10 and 1.11 of this Code, and costs of abatement may be recovered under Chapter 1.14 of this Code.

Article III. - Prohibitions

8.16.300 - Open Burning.

It shall be unlawful for any person to ignite, permit, or maintain an open fire within the city limits of the City of Grass Valley.

8.16.310 - Authorized Burning.

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2. Special Permits. The fire marshal of the fire department or an authorized representative may issue special permits to authorize burning for the health and safety of the public.

3. Special Permit. The fire marshal of the fire department or an authorized representative may issue special permits to authorize burning for professional entertainment purposes.

4. Special Permit. The fire marshal of the fire department or an authorized representative may issue special permits to authorize burning for ceremonial purposes.

5. Burning may be permitted in improved designated areas, including, but not limited to, city-provided fire pits or barbeques in parks and other public areas.

8.16.320 - Fire Protection Requirements.

To provide and maintain fire protection during the use of approved warming devices or during authorized special permit burning, the following shall be required:

1. During use/operation an area within ten feet of the device shall be free and clear of flammable vegetation, refuse piles, and/or combustible materials as defined in Section 8.16.210.

2. Responsible person, 18 years of age or older, in attendance with shovel until fire is dead out.

3. Water hose connected to an operational water supply shall be present at use/operation site.

4. Operation site shall be within 250’ of an operational fire hydrant.

5. Operation site shall be within one 150’ of a California Fire Code compliant fire access road.

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Article V. - Violations—Penalty

8.16.500 - Penalty.

Any person who violates any of the provisions of this chapter is guilty of a misdemeanor punishable under Chapter 1.12 of this Code. Each separate day or any portion thereof during which any violation occurs or continues is a separate offense. The application of the afore-mentioned penalty shall not be held to prevent the enforced removal of the prohibited conditions.

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Grass Valley City CouncilApril 25, 2023

Grass Valley City Council
April 25, 2023