BEACHFRONT PARK IMPROVEMENTS PHASE 1B OWNER/CONTACT CITY OF CRESCENT CITY 377 J STREET CRESCENT, CA 95531 PHONE: 707-464-9506 PROJECT CONTACT: ERIC WIER, DAVE YEAGER EMAIL: [email protected] [email protected] LANDSCAPE ARCHITECT GREENWORKS, P.C. 110 SE MAIN ST, SUITE 100 PORTLAND, OR 97214 www.greenworkspc.com PROJECT CONTACT: BEN JOHNSON PHONE: 971-634-0506 EMAIL: [email protected] NOT TO SCALE STRUCTURAL SURVEY PROJECT LOCATION BEACHFRONT PARK PHASE 1B IS LOCATED SOUTH OF DOWNTOWN CRESCENT CITY, CALIFORNIA, AND NORTH OF CRESCENT HARBOR, IN PROXIMITY TO THE REDWOODS NATIONAL AND STATE PARKS. NEW SITE FEATURES INCLUDE AN INCLUSIVE PLAYGROUND, AN AMPHITHEATER, WATERFRONT PLAZA AND OVERLOOK, PARKING LOT IMPROVEMENTS, AND WAYFINDING SIGNAGE ALONG THE ONE-MILE LOOP. CRESCENT CITY, CALIFORNIA ELECTRICAL ENGINEER CRESCENT HARBOR NORTH STOVER ENGINEERING AND CONSULTING 711 H STREET CRESCENT CITY, CA 95531 PHONE: 707-465-6742 PROJECT CONTACT: WARD STOVER EMAIL: [email protected] PAE 44 WEST BROADWAY SUITE 430 EUGENE, OR 97401 PHONE: 541-735-6222 PROJECT CONTACT: ROBERT MILLS EMAIL: [email protected] KPFF 111 SW 5TH AVE, STE 2600 PORTLAND, OR 97204 PHONE: 503-764-0544 PROJECT CONTACT: STUART FINNEY, PE EMAIL: [email protected] STOVER ENGINEERING AND CONSULTING 711 H ST CRESCENT CITY, CA 95531 PHONE: 707-465-6742 PROJECT CONTACT: WARD STOVER EMAIL: [email protected] PROJECT DESCRIPTION VICINITY MAP PROJECT DIRECTORY ELK CREEK CIVIL ENVIRONMENTAL AND REGULATORY SERVICES CAMAS, LLC. 680 G ST SUITE C JACKSONVILLE, OR 97530 PHONE: 541-231-9392 PROJECT CONTACT: MATT ROBART EMAIL: [email protected] CRESCENT CITY HWY 101 G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_COVR_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027
Cover Sheet SSGMBJ G0.001 100% CONSTRUCTION DOCUMENTS ISSUE DATE: FEB. 20, 2026 CONTRACT 2026-1056.3 SHEET # SHEET TITLE GENERAL G.00 COVER SHEET G.01 SHEET INDEX G.02 GENERAL LEGENDS AND NOTES G.03 OVERALL PLAN EXISTING CONDITIONS L1.00 EXISTING CONDITIONS NOTES AND LEGEND L1.01 EXISTING CONDITIONS PLAN L1.02 EXISTING CONDITIONS PLAN L1.03 EXISTING CONDITIONS PLAN L1.04 EXISTING CONDITIONS PLAN TREE PROTECTION & REMOVAL L2.00 TREE PROTECTION NOTES AND DETAILS L2.01 TREE PROTECTION AND REMOVAL PLAN L2.02 TREE PROTECTION AND REMOVAL PLAN L2.03 TREE PROTECTION AND REMOVAL PLAN L2.04 TREE PROTECTION AND REMOVAL PLAN DEMOLITION L3.01 DEMOLITION PLAN L3.02 DEMOLITION PLAN L3.03 DEMOLITION PLAN L3.04 DEMOLITION PLAN MATERIALS L4.00 MATERIALS NOTES AND LEGEND L4.01 MATERIALS PLAN L4.02 MATERIALS PLAN L4.03 MATERIALS PLAN L4.04 MATERIALS PLAN L4.05 MATERIALS CUTSHEETS LAYOUT L5.00 LAYOUT NOTES AND LEGEND L5.01 LAYOUT NOTES AND LEGEND L5.02 LAYOUT NOTES AND LEGEND L5.03 LAYOUT NOTES AND LEGEND L5.04 LAYOUT PLAN L5.05 LAYOUT PLAN L5.06 LAYOUT PLAN L5.07 LAYOUT PLAN L5.08 LAYOUT PLAN ENLARGEMENT L5.09 LAYOUT PLAN ENLARGEMENT L5.10 LAYOUT PLAN ENLARGEMENT GRADING L6.01 GRADING PLAN L6.02 GRADING PLAN L6.03 GRADING PLAN L6.04 GRADING PLAN L6.05 GRADING PLAN ENLARGEMENT L6.06 GRADING PLAN ENLARGEMENT L6.07 GRADING PLAN ENLARGEMENT IRRIGATION L7.00 IRRIGATION NOTES AND LEGEND L7.01 IRRIGATION PLAN L7.02 IRRIGATION PLAN L7.03 IRRIGATION PLAN L7.04 IRRIGATION PLAN PLANTING L8.00 PLANTING NOTES AND LEGEND L8.01 PLANTING PLAN L8.02 PLANTING PLAN L8.03 PLANTING PLAN L8.04 PLANTING PLAN DETAILS L9.01 SITE DETAILS L9.02 SITE DETAILS L9.03 SITE DETAILS L9.04 SITE DETAILS L9.05 SITE DETAILS L9.06 SITE DETAILS L9.07 SITE DETAILS L9.08 SITE DETAILS L9.09 IRRIGATION DETAILS L9.10 IRRIGATION DETAILS L9.11 PLANTING DETAILS L9.12 PLANTING DETAILS L9.13 CUTSHEETS L9.14 CUTSHEETS CIVILC1.00 UTILITY PLAN C1.10 UTILITY PLAN C1.20 UTILITY PLAN C2.00 STORM DRAIN DETAILS C2.10 STORM DRAIN DETAILS C2.20 STORM DRAIN DETAILS C2.30 STORM DRAIN DETAILS C2.40 STORM DRAIN DETAILS STRUCTURAL S0.01 DRAWING INDEX AND LIST OF ABBREVIATIONS S0.02 GENERAL STRUCTURAL NOTES S0.03 GENERAL STRUCTURAL NOTES CONT. S0.04 SPECIAL INSPECTIONS S1.01 STAGE SLAB AND FOUNDATION PLAN S5.01 CONCRETE DETAILS ELECTRICAL E0.01 NOTES, SYMBOLS AND ABBREVIATIONS - ELECTRICAL E0.02 PANEL SCHEDULE & DETAIL - ELECTRICAL E1.01 SITE PLAN - ELECTRICAL DEMO E2.01 SITE PLAN - ELECTRICAL E2.02 SITE PLAN - ELECTRICAL E2.03 SITE PLAN - ELECTRICAL E3.01 SCHEDULE - ELECTRICAL SHEET INDEX SHEET # SHEET TITLE G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_COVR_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027
Sheet Index SSGMBJ G0.01
2 @ AT ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECT AC ASPHALT CONCRETE BC BOTTOM OF CURB B&B BALLED AND BURLAP BLDG BUILDING BM BENCHMARK BPRD BEND PARKS & RECREATION DISTRICT BS BOTTOM OF STAIR BR BOTTOM OF RAMP BOW BOTTOM OF WALL (ELEV. BELOW FINISH GRADE) BW BOTTOM OF WALL (ELEV. AT FINISH GRADE) CB CATCH BASIN CF CUBIC FEET CAL CALIPER CJ CONTRACTION JOINT CLR CLEAR CIP CAST-IN-PLACE CONT CONTAINER / CONTINUOUS CL / ℄ CENTER LINE CP CENTER POINT CT CURRENT TRANSFORMER DIM DIMENSION DIA DIAMETER DEMO DEMOLISH DOM DOMESTIC WATER LINE (E) EXISTING EA EACH EJ EXPANSION JOINT ELC EXTERIOR LIGHTING CONTROL ELEV ELEVATION ENG ENGINEER EOP EDGE OF PAVEMENT EQ EQUAL EST ESTIMATE FB FLAT BAR FD FIELD DRAIN FG FINISH GRADE FL FLOW LINE FOC FACE OF CURB FTG FOOTING GALV GALVANIZED GA GAUGE GFI GROUND FAULT INTERRUPTER GB GROUND BREAK GND GROUND HDG HOT DIP GALVANIZED HMAC HOT MIX ASPHALT CONCRETE MHMAC MINOR HOT MIX ASPHALT CONCRETE HORIZ HORIZONTAL HP HIGH POINT HSS HOLLOW STRUCTURAL SECTION ID INSIDE DIAMETER IE INVERT ELEVATION INT INTERMEDIATE IR IRON ROD JT JOINT LT LEFT LF LINEAR FEET LP LOW POINT MAX MAXIMUM MIN MINIMUM MH MANHOLE NIC NOT IN CONTRACT NOM NOMINAL NPS NOMINAL PIPE SIZE NTS NOT TO SCALE OH OVER HEAD OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED CONTRACTOR INSTALLED PA PLANTING AREA PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE / PORTLAND CEMENT CONCRETE PI POINT OF INTERSECTION PIP POURED-IN-PLACE PL PLATE PLS PURE LIVE SEED POT POINT OF TANGENCY PT PRESSURE TREATED PERF PERFORATED PK POINT KNOWN PP POWER POLE PVC POLYVINYL CHLORIDE PIPE R RADIUS REF REFERENCE REINF REINFORCED / REINFORCEMENT REQ'D REQUIRED ROW RIGHT-OF-WAY RPZ ROOT PROTECTION ZONE RT RIGHT SAN SANITARY SD STORM DRAIN SEC SECONDARY SIM SIMILAR SS SANITARY SEWER SSTL STAINLESS STEEL STA STATION STD STANDARD STR STRUCTURAL TD TRENCH DRAIN TEL TELEPHONE THK THICK TOPO TOPOGRAPHY TC TOP OF CURB TR TOP OF RAMP TS TOP OF STAIR TPZ TREE PROTECTION ZONE TYP TYPICAL TW TOP OF WALL UG UNDERGROUND VIF VERIFY IN FIELD VAR VARIES VC VERTICAL CURVE VOL VOLUME W/ WITH W/O WITHOUT WM WATER METER WP WORK POINT WT WEIGHT WWM WELDED WIRE MESH YD YARD NOTE: NOT ALL ABBREVIATIONS REFERENCED IN DRAWINGS. ABBREVIATIONS MAY BE SHOWN WITH OR WITHOUT PERIODS. SYMBOL ITEM 1. SURVEY INFORMATION: HORIZONTAL DATUM: NAD83 (2011), EPOCH 2010, GRS 80, INT'L FEET. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), US FEET. PROJECTION: THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (ZONE 1). 2. ALL WORK PERFORMED IN CONNECTION WITH THE CONTRACT DOCUMENTS, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, AND MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE LATEST STANDARDS, PRACTICES AND REQUIREMENTS OF THE APPLICABLE FEDERAL, STATE AND LOCAL AUTHORITIES. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS, DEPTHS AND ELEVATIONS PRIOR TO CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH ALL CONSTRUCTION ACTIVITIES. THE LOCATIONS AND IDENTIFICATION OF UTILITIES WITHIN THIS DOCUMENT IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE. ANY DISCREPANCIES BETWEEN SURVEY INFORMATION AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. 4. IT SHALL BE UNDERSTOOD THAT THE IMPROVEMENTS SHOWN ON THE DRAWINGS AND SPECIFICATIONS ARE MEANT TO COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. MODIFICATIONS, CONFLICTS, OR ISSUES THAT ARISE THAT WOULD CONTRADICT RELEVANT CODES AND ORDINANCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. 5. COMPLY WITH CALIFORNIA LAW REQUIRING ADHERENCE TO THE RULES ADOPTED BY THE CALIFORNIA UTILITY NOTIFICATION CENTER. NOTIFY THE CALIFORNIA UTILITY NOTIFICATION CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 14 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. THOSE RULES ARE SET FORTH IN CGC SECTION 4216. PHONE CONTACT FOR THE CALIFORNIA UTILITY NOTIFICATION CENTER IS 1-800-642-2444 (or 811). 6. REPAIR AT OWN EXPENSE ANY DAMAGE DONE TO UTILITY SYSTEMS, SURFACE PAVEMENTS, SITE FEATURES, AND STRUCTURES, WHETHER INSIDE OR OUTSIDE OF THE PROJECT LIMITS, THAT ARE NOT DIRECTLY INDICATED TO BE REMOVED OR RELOCATED AS PART OF THE PROJECT CONSTRUCTION. 7. ALL QUANTITIES SHOWN ON THE DRAWINGS OR SPECIFICATIONS ARE FOR CONVENIENCE ONLY. 8. UPON PROJECT COMPLETION, THE PROJECT AREA AND ADJACENT SPACES SHALL BE FREE AND CLEAR OF ALL CONSTRUCTION MATERIALS, WASTE AND DEBRIS. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL MATERIALS AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS AND MUST MEET ALL APPLICABLE REGULATIONS OVERSEEING WASTE DISPOSAL. EXISTING LEADER LABEL REFERENCE KEYNOTE DETAIL REFERENCE ELEVATION DETAIL REFERENCE SECTION DETAIL REFERENCE SECTION REFERENCE (WITHIN DETAIL) SYMBOL ITEM TITLE X SECTION 0" 1/4"1/2" 1" SCALE: 1" = 1"
XLX.XX
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90° R=3" ENLARGEMENT REFERENCE 1'-0" LINEAR DIMENSION ELEVATION REFERENCE (WITHIN DETAIL) 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH SCALE BAR NORTH ARROW # RADIUS DIMENSION ANGLE DIMENSION SHEET MATCHLINE REVISION TRIANGLE AND CLOUD LIMIT OF WORK LINE SCALE BAR SCALE NOTATION DETAIL REFERENCE NUMBER DRAWING TYPE TITLE/DESCRIPTION XXX TYP 1 XLX.XX XXX GENERAL NOTES TABLE OF ABBREVIATIONS GENERAL LEGEND DETAIL FRAME LEGENDSYMBOLS LEGEND SITE DETAIL KEYNOTES PAVING / CURBS / RAMPS NUMBER ITEM DETAIL / SHEET SPEC SECTION 1.1 XX / LX.XX 000000 1.2 XX / LX.XX 000000 1.3 XX / LX.XX 000000 1.4 XX / LX.XX 000000 1.5 XX / LX.XX 000000 1.6 XX / LX.XX 000000 1.0 SITE DETAIL KEYNOTE SYSTEM LEGEND KEYNOTE CALLOUT REFERENCE NUMBERS THE FOLLOWING KEYNOTE CATEGORIES HAVE BEEN PROPOSED IN THIS PROJECT: 1.0 PAVING / CURBS / RAMPS 2.0 JOINTING 3.0 STAIRS 4.0 WALLS 5.0 SITE FURNISHINGS 6.0 RAILINGS 7.0 DRAINAGE 8.0 IRRIGATION 9.0 PLANTING 10.0 PLAY 11.0 LIGHTING DETAIL NUMBER AND SHEET LOCATION SPECIFICATION SECTION KEYNOTE CATEGORY HEADING NUMBER AND TITLE DETAIL TITLE 1.1 SITE DETAIL KEYNOTE SYMBOL ITEM EXISTING MAJOR CONTOUR MINOR CONTOUR UNIT PAVERS MINOR CONTOUR ELECTRICAL SERVICE BOX SEWER CLEANOUT HOSE BIB WATER VALVE HYDRANT MANHOLE WHEEL STOP PICNIC TABLE TRASH AND RECYCLING RECEPTACLE DISC GOLF TEE PROPOSED CHAIN-LINK FENCE KIDTOWN ENTRY POST CONCRETE POSTS WITH CHAIN DRAIN UNDERGROUND PHONE LINE t
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w w w SIGN LIGHT POLE LIMIT OF WORK MATCHLINE SEE SHEET LX.XX G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_COVR_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027
General Legends
and Notes SSGMBJ G0.02
3 ■ ■ 12131415 12 13 13 11 111213 12 11 11 11 1112 12 12 12 12 12 12 10 11 13 CP 4 CP 34 CP 40 CP 263 CP 558 CP 559 CP 606 CP 815 PLUG CONTROL PLUG CONTROL 14 1415 15 15
14-7.8%-8.5% -8.1%-8.6% ■ ■ COAST GAURD MARINES AIR FORCE ARMY NAVY WP CONTROL ■ ■ ■ ■ ■ ■ ■ ■
XING
PED STOP
STOP PED XING
XING
PED PED XING
XING
XING
PED NO PARKING NO PARKING
PED
BUSES ONLY EXIT ONLY ENTER ONLY EXIT ONLY EXIT ONLY STOP STOP T R T R ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 12131415 12 13 13 11 111213 12 11 11 11 1112 12 12 12 12 12 12 10 11 13 CP 4 CP 34 CP 40 CP 263 CP 558 CP 559 CP 606 CP 815 PLUG CONTROL PLUG CONTROL 14 1415 15 15
14-7.8%-8.5% -8.1%-8.6% ■ ■ COAST GAURD MARINES AIR FORCE ARMY NAVY WP CONTROL ■ ■ ■ ■ ■ ■ ■ ■
XING
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STOP PED XING
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PED NO PARKING NO PARKING
PED
BUSES ONLY EXIT ONLY ENTER ONLY EXIT ONLY EXIT ONLY STOP STOP T R T R 0' 75' 150' 300' SCALE: 1" = 150'-0" NORTH LX.02 FRONT STREET CRESCENT HARBOR HOWE DRIVE
G STREET
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G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_COVR_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027
Overall Plan SSGMBJ G0.034 LX.01 LX.04 LX.03 PLAY STREET PLAY STREET STAMPS WAY LIMIT OF WORK LINE INDICATED FOR REFERENCE ONLY. APPROXIMATE ONE-MILE LOOP INDICATED FOR REFERENCE ONLY. FRONT STREET SYMBOL INDICATING APPROXIMATE LOCATION OF 1-MILE LOOP WAYFINDING SIGNS. 1 WAYFINDING SIGN IS LOCATED WITHIN LOW. SEE DETAIL 5 ON SHEET L9.07. OTHER WAYFINDING SIGN LOCATIONS BEYOND LOW TO BE OWNER DIRECTED. GENERAL LEGEND SYMBOL ITEM LOW (INDICATED IN COLOR THIS SHEET ONLY) 1-MILE LOOP 1-MILE LOOP SIGNAGE (APPROXIMATE LOCATIONS). SEE DETAIL 5 ON SHEET L9.07 WAYFINDING SIGN LOCATED WITHIN LOW LIST OF MONUMENTS IN PHASE 1B NUMBER ITEM M1 LAND AND WATER CONSERVATION FUND: A COOPERATIVE PROJECT FOR OUTDOOR RECREATION M2 COMMEMORATIVE BENCH IN LOVING MEMORY OF TWO MARVELOUS WOMEN M3 KAMOME ART MURAL SIGN M4 BURDEN BASKET INTERPRETIVE NODE M5 CANOE INTERPRETIVE NODE EXISTING CONDITIONS LEGEND ITEM REDWOOD TREES DECIDUOUS TREES PINE TREES CYPRESS TREES SHRUBS CONCRETE PAVING WOODEN FENCE CONCRETE POSTS WITH CHAIN ELECTRICAL SERVICE BOX SEWER CLEANOUT HOSE BIB HYDRANT WHEEL STOP PICNIC TABLE TRASH AND RECYCLING RECEPTACLE LIGHT POLE SIGN ● ● ● SYMBOL MANHOLE DISC GOLF TEE WATER VALVE ○ ○ ○ CHAIN-LINK FENCE KIDTOWN ENTRY POST STUMP STORM DRAIN LINE ■ ■ ■ WOODEN POSTS WITH CHAIN DRAIN G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_EXCD_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 1. SURVEY INFORMATION: HORIZONTAL DATUM: NAD83 (2011), EPOCH 2010, GRS 80, INT'L FEET. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), US FEET. PROJECTION: THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (ZONE 1). 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS, DEPTHS AND ELEVATIONS PRIOR TO CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH ALL CONSTRUCTION ACTIVITIES. THE LOCATIONS AND IDENTIFICATION OF UTILITIES WITHIN THIS DOCUMENT IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE. ANY DISCREPANCIES BETWEEN SURVEY INFORMATION AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. EXISTING CONDITIONS NOTES Existing Conditions
Notes and Legend SSGMBJ L1.005
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LIMIT OF WORK FRONT STREET
PLAY STREET FRED ENDERT MUNICIPAL POOL REDWOOD DISCOVERY CENTER 1516 NOT SURVEYED 27 36 36 38 39 39 4040 36 21 36 32 4239 23 M4 1. BOULDERS 2. BENCH 3. FLAGPOLE 4. BARBECUE 5. FIRE PIT 6. BIKE RACKS 7. DRINKING FOUNTAIN 8. PLAYGROUND EQUIPMENT AND ENGINEERED WOOD FIBER SAFETY SURFACING 9. TSUNAMI INTERPRETIVE AUDIO STATION 10. DOG TOWN SIGN 11. WAYPOINTS 12. TSUNAMI SIGN 13. A-FRAME PICNIC STRUCTURES (1 OF 3) 14. RESTROOM FACILITY 15. EXISTING BUILDING 16. PHONE SERVICE BOX 17. STONE CURB 18. SEA WALL 19. DRAINAGE DITCH 20. STAIRS 21. REMOVABLE BOLLARD 22. METAL GUARD RAIL 23. MONUMENT: SEE CORRESPONDING TABLE ON L1.00 24. KID TOWN ENTRANCE SIGN (APPROXIMATE LOCATION) 25. WOODEN SWINGSET 26. ACCESSIBLE SWING 27. ASPHALT PAVING 28. GRAVEL PAVING 29. WOOD FENCE 30. CONCRETE PICNIC TABLE 31. PICNIC SHELTER 32. PARKING LOT 33. CHAIN-LINK FENCE 34. MOSAIC PILLARS 35. DISK GOLF PAD 36. CONCRETE PAVING 37. CONCRETE POST WITH LARGE LINK CHAIN GUARDRAIL 38. WOOD POST METAL GUARDRAIL 39. CONCRETE CURB 40. ADA CURB RAMP 41. LIGHT POLE 42. CONCRETE GUTTER EXISTING CONDITIONS REFERENCE NOTES X WOLF'S EVENING PRIMROSE LEGEND ITEM NATIVE SYMBOL INVASIVE / HYBRID NON-FLOWERING NON-DETECT LOCATIONS OF WOLF'S EVENING PRIMROSE ON THESE PLANS ARE APPROXIMATE - VERIFY LOCATIONS ON SITE.
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_EXCD_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Existing Conditions Plan SSGMBJ L1.01
6 MATCHLINE SEE SHEET L1.03
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LIMIT OF WORK
LIMIT OF WORK
STAMPS WAY PLAY STREET FRONT STREET
2 2
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7 9 M3 23 TYP 13 14 17 20
1 NOT SURVEYED 24 2625 31 TYP 30 29
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1 NOT SURVEYED 17 36 36 36 36 36 34 3434 27 39 TYP 41 TYP 41 7 39 36 30 30 42 1. BOULDERS 2. BENCH 3. FLAGPOLE 4. BARBECUE 5. FIRE PIT 6. BIKE RACKS 7. DRINKING FOUNTAIN 8. PLAYGROUND EQUIPMENT AND ENGINEERED WOOD FIBER SAFETY SURFACING 9. TSUNAMI INTERPRETIVE AUDIO STATION 10. DOG TOWN SIGN 11. WAYPOINTS 12. TSUNAMI SIGN 13. A-FRAME PICNIC STRUCTURES (1 OF 3) 14. RESTROOM FACILITY 15. EXISTING BUILDING 16. PHONE SERVICE BOX 17. STONE CURB 18. SEA WALL 19. DRAINAGE DITCH 20. STAIRS 21. REMOVABLE BOLLARD 22. METAL GUARD RAIL 23. MONUMENT: SEE CORRESPONDING TABLE ON L1.00 24. KID TOWN ENTRANCE SIGN (APPROXIMATE LOCATION) 25. WOODEN SWINGSET 26. ACCESSIBLE SWING 27. ASPHALT PAVING 28. GRAVEL PAVING 29. WOOD FENCE 30. CONCRETE PICNIC TABLE 31. PICNIC SHELTER 32. PARKING LOT 33. CHAIN-LINK FENCE 34. MOSAIC PILLARS 35. DISK GOLF PAD 36. CONCRETE PAVING 37. CONCRETE POST WITH LARGE LINK CHAIN GUARDRAIL 38. WOOD POST METAL GUARDRAIL 39. CONCRETE CURB 40. ADA CURB RAMP 41. LIGHT POLE 42. CONCRETE GUTTER EXISTING CONDITIONS REFERENCE NOTES X WOLF'S EVENING PRIMROSE LEGEND ITEM NATIVE SYMBOL INVASIVE / HYBRID NON-FLOWERING NON-DETECT LOCATIONS OF WOLF'S EVENING PRIMROSE ON THESE PLANS ARE APPROXIMATE - VERIFY LOCATIONS ON SITE.
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_EXCD_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Existing Conditions Plan SSGMBJ L1.02
7 MATCHLINE SEE SHEET L1.04 MATCHLINE SEE SHEET L1.03
MATCHLINE SEE SHEET L1.01
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LIMIT OF WORK FRED ENDERT MUNICIPAL POOL
2 12 15 19 11 11 23 M1 27 27 36 36 36 37 37 37 38 38 23 M2 28 28 3639 32 23 M5 1. BOULDERS 2. BENCH 3. FLAGPOLE 4. BARBECUE 5. FIRE PIT 6. BIKE RACKS 7. DRINKING FOUNTAIN 8. PLAYGROUND EQUIPMENT AND ENGINEERED WOOD FIBER SAFETY SURFACING 9. TSUNAMI INTERPRETIVE AUDIO STATION 10. DOG TOWN SIGN 11. WAYPOINTS 12. TSUNAMI SIGN 13. A-FRAME PICNIC STRUCTURES (1 OF 3) 14. RESTROOM FACILITY 15. EXISTING BUILDING 16. PHONE SERVICE BOX 17. STONE CURB 18. SEA WALL 19. DRAINAGE DITCH 20. STAIRS 21. REMOVABLE BOLLARD 22. METAL GUARD RAIL 23. MONUMENT: SEE CORRESPONDING TABLE ON L1.00 24. KID TOWN ENTRANCE SIGN (APPROXIMATE LOCATION) 25. WOODEN SWINGSET 26. ACCESSIBLE SWING 27. ASPHALT PAVING 28. GRAVEL PAVING 29. WOOD FENCE 30. CONCRETE PICNIC TABLE 31. PICNIC SHELTER 32. PARKING LOT 33. CHAIN-LINK FENCE 34. MOSAIC PILLARS 35. DISK GOLF PAD 36. CONCRETE PAVING 37. CONCRETE POST WITH LARGE LINK CHAIN GUARDRAIL 38. WOOD POST METAL GUARDRAIL 39. CONCRETE CURB 40. ADA CURB RAMP 41. LIGHT POLE 42. CONCRETE GUTTER EXISTING CONDITIONS REFERENCE NOTES X WOLF'S EVENING PRIMROSE LEGEND ITEM NATIVE SYMBOL INVASIVE / HYBRID NON-FLOWERING NON-DETECT LOCATIONS OF WOLF'S EVENING PRIMROSE ON THESE PLANS ARE APPROXIMATE - VERIFY LOCATIONS ON SITE.
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_EXCD_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Existing Conditions Plan SSGMBJ L1.03
8 MATCHLINE SEE SHEET L1.04 MATCHLINE SEE SHEET L1.02 MATCHLINE SEE SHEET L1.01 NO PARKING ss
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STAMPS WAY HOWE DRIVE
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4 37 27 41 TYP 41 40 TYP 39 TYP 4039 39 39 TYP 42394239 1. BOULDERS 2. BENCH 3. FLAGPOLE 4. BARBECUE 5. FIRE PIT 6. BIKE RACKS 7. DRINKING FOUNTAIN 8. PLAYGROUND EQUIPMENT AND ENGINEERED WOOD FIBER SAFETY SURFACING 9. TSUNAMI INTERPRETIVE AUDIO STATION 10. DOG TOWN SIGN 11. WAYPOINTS 12. TSUNAMI SIGN 13. A-FRAME PICNIC STRUCTURES (1 OF 3) 14. RESTROOM FACILITY 15. EXISTING BUILDING 16. PHONE SERVICE BOX 17. STONE CURB 18. SEA WALL 19. DRAINAGE DITCH 20. STAIRS 21. REMOVABLE BOLLARD 22. METAL GUARD RAIL 23. MONUMENT: SEE CORRESPONDING TABLE ON L1.00 24. KID TOWN ENTRANCE SIGN (APPROXIMATE LOCATION) 25. WOODEN SWINGSET 26. ACCESSIBLE SWING 27. ASPHALT PAVING 28. GRAVEL PAVING 29. WOOD FENCE 30. CONCRETE PICNIC TABLE 31. PICNIC SHELTER 32. PARKING LOT 33. CHAIN-LINK FENCE 34. MOSAIC PILLARS 35. DISK GOLF PAD 36. CONCRETE PAVING 37. CONCRETE POST WITH LARGE LINK CHAIN GUARDRAIL 38. WOOD POST METAL GUARDRAIL 39. CONCRETE CURB 40. ADA CURB RAMP 41. LIGHT POLE 42. CONCRETE GUTTER EXISTING CONDITIONS REFERENCE NOTES X WOLF'S EVENING PRIMROSE LEGEND ITEM NATIVE SYMBOL INVASIVE / HYBRID NON-FLOWERING NON-DETECT LOCATIONS OF WOLF'S EVENING PRIMROSE ON THESE PLANS ARE APPROXIMATE - VERIFY LOCATIONS ON SITE.
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_EXCD_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Existing Conditions Plan SSGMBJ L1.04
9 MATCHLINE SEE SHEET L1.03 MATCHLINE SEE SHEET L1.02
WOLF'S EVENING PRIMROSE LEGEND ITEM NATIVE SYMBOL INVASIVE / HYBRID NON-FLOWERING NON-DETECT LOCATIONS OF WOLF'S EVENING PRIMROSE ON THESE PLANS ARE APPROXIMATE - VERIFY LOCATIONS ON SITE. 1. WOLF'S EVENING PRIMROSE TO BE PRESERVED AND PROTECTED UNLESS INVASIVE VARIETY. 2. NO CONSTRUCTION ACTIVITIES ALLOWED TO IMPACT TREE PROTECTION ZONE (TPZ) AREA UNLESS OTHERWISE NOTED. 3. TRUNK PROTECTION AND SUPPLEMENTAL WATERING MAY BE REQUIRED AT THE DISCRETION OF THE PROJECT ARBORIST. 4. ANY CONSTRUCTION WORK INCLUDING BUT NOT LIMITED TO DEMOLITION, GRADING AND TRENCHING IN ANY TPZ SHALL ONLY BE DONE WITH WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE. CUT AND GRIND ALL STUMPS EXCEPT AS NOTED. 5. NO PARKING, EXCAVATION, TRENCHING, GRADING, ROOT PRUNING, STOCKPILING OF ANY MATERIALS OR OTHER ACTIVITIES SHALL OCCUR WITHIN THE TREE PROTECTION FENCING UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. 6. TREE PROTECTION FENCING NOT TO BE MOVED WITHOUT PRIOR APPROVAL OF THE OWNER'S REPRESENTATIVE. GENERAL TREE PROTECTION AND REMOVAL NOTES G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_TREE_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 B. ELEVATION A. PLAN PROTECTION-ZONE FENCING TREE PROTECTION ZONE STEEL POSTS - TYPICAL STEEL POST - TYPICAL PLASTIC PROTECTION-ZONE FENCING EXISTING GRADE EXISTING TREE TO REMAIN PROTECTION-ZONE SIGNAGE WOOD CHIP MULCH EXISTING TREE TO REMAIN 4'-0" 8'-0" OC TYP2'-0" 8'-0" OC
TYP NOTES: 1. DO NOT INSTALL ANY COMPONENT OF TREE PROTECTION FENCING WITHIN TREE PROTECTION ZONES UNLESS INDICATED ON THE DRAWINGS OTHERWISE. 2. THE FOLLOWING PRACTICES ARE PROHIBITED WITHIN TREE PROTECTION ZONES: STORAGE OF CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL; CLEANING OF MATERIALS OR EQUIPMENT; MOVING OR PARKING VEHICLES OR EQUIPMENT; FOOT TRAFFIC; ERECTION OF STRUCTURES; IMPOUNDMENT OF WATER; EXCAVATION OR OTHER DIGGING UNLESS OTHERWISE INDICATED; ATTACHMENT OF SIGNS TO OR WRAPPING MATERIALS AROUND TREES; USE OF FASTENERS OF ANY TYPE INTO THE TREE. 3. THE CITY OF CRESCENT CITY SHALL BE NOTIFIED WITHIN 24 HOURS OF ANY SUSPECTED DAMAGE TO EXISTING TREES WITHIN THE PROJECT AREA THAT WERE NOT IDENTIFIED AND APPROVED FOR REMOVAL OR RELOCATION. IF DAMAGE OCCURS DURING CONSTRUCTION, THE CONSTRUCTION APPLICANT SHALL HAVE THE TREE RESTORED WITHIN 24 HOURS BY A CERTIFIED ARBORIST. NOT TO SCALE TREE PROTECTION ZONE FENCING 1 PLAN / SECTION
Tree Protection
Notes and Details SSGMBJ L2.0010
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Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Tree Protection and
Removal Plan SSGMBJ L2.0111 MATCHLINE SEE SHEET L2.03
MATCHLINE SEE SHEET L2.02
W W SD SD STOP STOP ss ss ss ss ss ss ss ss w w w ● ●● ● ●●● ● ● ● ● ● ● ● ● ● ●● ● ● ● ● ● ● ● ●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ss ss ss w w ss e e WP CONTROL CP 314 CP 318 CP 6834 gas sd sd sd sd sd sd sd sd sd e e e e sd ss ss ss e e e e e e e e e e W W SD SD STOP STOP ss ss ss ss ss ss ss ss w w w ● ●● ● ●●● ● ● ● ● ● ● ● ● ● ●● ● ● ● ● ● ● ● ●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ss ss ss w w ss e e WP CONTROL CP 314 CP 318 CP 6834 gas sd sd sd sd sd sd sd sd sd e e e esd ss ss ss e e e e e e e e e e
LIMIT OF WORK
LIMIT OF WORK
STAMPS WAY PLAY STREET FRONT STREET X X X X X X X TPZ=17' TPZ=15' TPZ=7' TPZ=6' X X TREE PROTECTION FENCING TPZ = X' SYMBOL TREE PROTECTION LEGEND EXISTING REDWOOD TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN EXISTING PINE TREE TO REMAIN EXISTING CYPRESS TREE TO REMAIN TREE PROTECTION ZONE (TPZ) DIMENSION TREE PROTECTION ZONE (TPZ) BASED ON DBH EXISTING TREES TO BE REMOVED WOLF'S EVENING PRIMROSE LEGEND ITEM NATIVE SYMBOL INVASIVE / HYBRID NON-FLOWERING NON-DETECT LOCATIONS OF WOLF'S EVENING PRIMROSE ON THESE PLANS ARE APPROXIMATE - VERIFY LOCATIONS ON SITE. 1. SEE L2.00 FOR TREE PROTECTION-ZONE FENCING DETAIL, AND GENERAL TREE PROTECTION AND REMOVAL NOTES. 2. TREE PROTECTION ZONES (TPZ) ARE SHOWN FOR TREES WITHIN THE LIMIT OF WORK THAT HAVE DBH IDENTIFIED IN THE SURVEY. TREE PROTECTION AND REMOVAL SHEET NOTES G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_TREE_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH MATCHLINE SEE SHEET L2.04 MATCHLINE SEE SHEET L2.03 MATCHLINE SEE SHEET L2.01
Tree Protection
and Removal Plan SSGMBJ L2.0212
w ss
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ss CP 309
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LIMIT OF WORK
LIMIT OF WORK FRED ENDERT MUNICIPAL POOL
X
X
X
X
X
X
X
X
X
X
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TPZ=9'
TPZ=22' DENSE TREE CANOPY - TREE PROTECTION ZONE (TPZ) NOT SHOWN.
TPZ=11'-6" TPZ=8'
X
X
X
X
X
X
X
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X
X
X
X TREE PROTECTION FENCING TPZ = X' SYMBOL TREE PROTECTION LEGEND EXISTING REDWOOD TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN EXISTING PINE TREE TO REMAIN EXISTING CYPRESS TREE TO REMAIN TREE PROTECTION ZONE (TPZ) DIMENSION TREE PROTECTION ZONE (TPZ) BASED ON DBH EXISTING TREES TO BE REMOVED WOLF'S EVENING PRIMROSE LEGEND ITEM NATIVE SYMBOL INVASIVE / HYBRID NON-FLOWERING NON-DETECT LOCATIONS OF WOLF'S EVENING PRIMROSE ON THESE PLANS ARE APPROXIMATE - VERIFY LOCATIONS ON SITE. 1. SEE L2.00 FOR TREE PROTECTION-ZONE FENCING DETAIL, AND GENERAL TREE PROTECTION AND REMOVAL NOTES. 2. TREE PROTECTION ZONES (TPZ) ARE SHOWN FOR TREES WITHIN THE LIMIT OF WORK THAT HAVE DBH IDENTIFIED IN THE SURVEY. TREE PROTECTION AND REMOVAL SHEET NOTES MATCHLINE SEE SHEET L2.04
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_TREE_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH MATCHLINE SEE SHEET L2.02 MATCHLINE SEE SHEET L2.01 Tree Protection
and Removal Plan SSGMBJ L2.0313
NO PARKING ss w w w ss ss ss ss ss ss ss ss ss ss ss ss ss ● ● ● ● ● ● CP 308 NO PARKING ss w w w ss ss ss ss ss ss ss ss ss ss ss ss ss ● ● ● ● ● ● CP 308
LIMIT OF WORK LIMIT OF WORK
STAMPS WAY HOWE DRIVE ● ● ● X X X X X X X X X X X X TPZ=57' X X X X TPZ=19' X X TREE PROTECTION FENCING TPZ = X' SYMBOL TREE PROTECTION LEGEND EXISTING REDWOOD TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN EXISTING PINE TREE TO REMAIN EXISTING CYPRESS TREE TO REMAIN TREE PROTECTION ZONE (TPZ) DIMENSION TREE PROTECTION ZONE (TPZ) BASED ON DBH EXISTING TREES TO BE REMOVED WOLF'S EVENING PRIMROSE LEGEND ITEM NATIVE SYMBOL INVASIVE / HYBRID NON-FLOWERING NON-DETECT LOCATIONS OF WOLF'S EVENING PRIMROSE ON THESE PLANS ARE APPROXIMATE - VERIFY LOCATIONS ON SITE. 1. SEE L2.00 FOR TREE PROTECTION-ZONE FENCING DETAIL, AND GENERAL TREE PROTECTION AND REMOVAL NOTES. 2. TREE PROTECTION ZONES (TPZ) ARE SHOWN FOR TREES WITHIN THE LIMIT OF WORK THAT HAVE DBH IDENTIFIED IN THE SURVEY. TREE PROTECTION AND REMOVAL SHEET NOTES MATCHLINE SEE SHEET L2.03
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_TREE_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH MATCHLINE SEE SHEET L2.02 Tree Protection
and Removal Plan SSGMBJ L2.0414
14 14
15 14
15 -7.8% 15 -8.5% 14-8.1% -8.6%
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WATER
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LIMIT OF WORK FRONT STREET
PLAY STREET FRED ENDERT MUNICIPAL POOL REDWOOD DISCOVERY CENTER 2 TYP
3 15 17 17
2 2
2 21 24 27 10 TYP 10
710 TYP 23 23
8 810
2 28 31 M4
7 7 DEMOLITION LEGEND SYMBOL ITEM CLEAR AND GRUB LIMITS CONCRETE, ASPHALT, GRAVEL OR STONE PAVING TO BE REMOVED CURB OR WALL TO BE REMOVED SAWCUT CONCRETE OR ASPHALT PAVING ITEM TO BE REMOVED 1. GENERAL DEMOLITION NOTES APPLY TO ALL SITE DEMOLITION DRAWINGS. NUMBERS IN HEXAGONS ( ) REFER TO SITE DEMOLITION PLAN REFERENCE NOTES AS SHOWN ON THE PLANS. 2. ELEMENTS ON THE DRAWINGS SHOWN TO BE REMOVED SHALL BE REMOVED TO THEIR FULL DEPTHS OF THEIR CONSTRUCTION. 3. ITEMS THAT ARE ENCOUNTERED ON SITE (INCLUDING BELOW GRADE) THAT ARE NOT SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 4. EROSION AND SEDIMENT CONTROL METHODS TO REMAIN IN PLACE DURING ALL CONSTRUCTION PHASES. 5. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS MAY VARY IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST ON SITE BUT ARE NOT SHOWN ON THE DRAWINGS. VERIFY THE ACTUAL LOCATION OF ALL UTILITIES BEFORE ANY CONSTRUCTION ACTIVITIES COMMENCE. 6. PRESERVE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE CONSTRUCTION SITE AND THEIR EQUIPMENT. 8. VERIFY IF ELECTRICAL IS BORED OR TRENCHED. IF TRENCHED, RETURN PAVING TO ORIGINAL CONDITION. VERIFY DEMOLITION EXTENTS WITH ELECTRICAL. GENERAL SITE DEMOLITION NOTES 1. MONUMENT TO BE SALVAGED. RELOCATE PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE AND UNDER SUPERVISION OF THE OWNER'S REPRESENTATIVE. SEE LIST OF MONUMENTS ON L1.00. 2. CONCRETE PAVING - PRESERVE AND PROTECT. 3. REMOVE CONCRETE WHEEL STOPS. 4. WOOD PLAYGROUND FENCE - PRESERVE AND PROTECT. 5. INTERPRETIVE SIGNS (2) TO BE SALVAGED AND REINSTALLED IN CURRENT LOCATION PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 6. CONCRETE CURB (FLUSH OR RAISED) - PRESERVE AND PROTECT. 7. REMOVE EXISTING CONCRETE PAVING. 8. REMOVE EXISTING ASPHALT PAVING. 9. REMOVE EXISTING GRAVEL PAVING. 10. REMOVE CONCRETE CURB (FLUSH OR RAISED, WITH OR WITHOUT GUTTER). 11. REMOVE CONCRETE POST. 12. REMOVE STONE CURB. 13. BOULDER TO BE SALVAGED. NOT SURVEYED. 14. RESTROOM BUILDING AND FOUNDATION - PRESERVE AND PROTECT. 15. ASPHALT PAVING - PRESERVE AND PROTECT. 16. REMOVE STONE PAVING. 17. STRIPING TO BE REMOVED, PRESERVE AND PROTECT PAVING BENEATH. 18. STRIPING AND PAVING BENEATH - PRESERVE AND PROTECT. 19. REMOVE POST WITH MOSAIC TILES. 20. LIGHT POLE AND FOUNDATION BENEATH - PRESERVE AND PROTECT. 21. SEE CIVIL FOR UTILITY PRESERVATION OR DEMOLITION. 22. CONCRETE POST WITH LARGE LINK CHAIN - PRESERVE AND PROTECT IN ALL LOCATIONS. 23. CONCRETE RETAINING WALL - PRESERVE AND PROTECT. 24. WOOD POST FENCE WITH METAL GUARDRAIL - PRESERVE AND PROTECT. 25. METAL GUARDRAIL TO BE SALVAGED. REINSTALL UNDER SUPERVISION OF THE OWNER'S REPRESENTATIVE. 26. REMOVE KIDTOWN RULES SIGN (NOT SURVEYED). 27. STORM DRAIN INLET - PRESERVE AND PROTECT. 28. CONCRETE GUTTER - PRESERVE AND PROTECT. 29. EXISTING PICNIC SHELTER TO BE PRESERVED AND PROTECTED. 30. EXISTING PICNIC TABLE TO BE SALVAGED AND RELOCATED PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 31. MONUMENT TO BE PROTECTED. SEE LIST OF MONUMENTS ON L1.00. 32. REMOVE BOLLARD. DEMOLITION KEY NOTES #
# XX
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DEMO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Demolition Plan SSGMBJ L3.0115
MATCHLINE SEE SHEET L3.02 MATCHLINE SEE SHEET L3.03
W
W SD SD STOP STOP ss ss ss ss ss
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LIMIT OF WORK
LIMIT OF WORK
STAMPS WAY PLAY STREET FRONT STREET BENCH BIKE RACK DRINKING FOUNTAIN DRINKING FOUNTAIN TRASH RECEPTACLES TRASH RECEPTACLES WOODEN FENCE WOODEN FENCE BENCH WOODEN RAMP M3 31 2 2
2 8
7 1213
4 4
5 12 TYP
7 TYP
7 714 15 16 16
2 719 19 19 13 19
7 26 10 10
2 28 2930 30 30 30 30
6 10
6 6 TYP
3 12 DEMOLITION LEGEND SYMBOL ITEM CLEAR AND GRUB LIMITS CONCRETE, ASPHALT, GRAVEL OR STONE PAVING TO BE REMOVED CURB OR WALL TO BE REMOVED SAWCUT CONCRETE OR ASPHALT PAVING ITEM TO BE REMOVED 1. GENERAL DEMOLITION NOTES APPLY TO ALL SITE DEMOLITION DRAWINGS. NUMBERS IN HEXAGONS ( ) REFER TO SITE DEMOLITION PLAN REFERENCE NOTES AS SHOWN ON THE PLANS. 2. ELEMENTS ON THE DRAWINGS SHOWN TO BE REMOVED SHALL BE REMOVED TO THEIR FULL DEPTHS OF THEIR CONSTRUCTION. 3. ITEMS THAT ARE ENCOUNTERED ON SITE (INCLUDING BELOW GRADE) THAT ARE NOT SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 4. EROSION AND SEDIMENT CONTROL METHODS TO REMAIN IN PLACE DURING ALL CONSTRUCTION PHASES. 5. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS MAY VARY IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST ON SITE BUT ARE NOT SHOWN ON THE DRAWINGS. VERIFY THE ACTUAL LOCATION OF ALL UTILITIES BEFORE ANY CONSTRUCTION ACTIVITIES COMMENCE. 6. PRESERVE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE CONSTRUCTION SITE AND THEIR EQUIPMENT. 8. VERIFY IF ELECTRICAL IS BORED OR TRENCHED. IF TRENCHED, RETURN PAVING TO ORIGINAL CONDITION. VERIFY DEMOLITION EXTENTS WITH ELECTRICAL. GENERAL SITE DEMOLITION NOTES 1. MONUMENT TO BE SALVAGED. RELOCATE PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE AND UNDER SUPERVISION OF THE OWNER'S REPRESENTATIVE. SEE LIST OF MONUMENTS ON L1.00. 2. CONCRETE PAVING - PRESERVE AND PROTECT. 3. REMOVE CONCRETE WHEEL STOPS. 4. WOOD PLAYGROUND FENCE - PRESERVE AND PROTECT. 5. INTERPRETIVE SIGNS (2) TO BE SALVAGED AND REINSTALLED IN CURRENT LOCATION PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 6. CONCRETE CURB (FLUSH OR RAISED) - PRESERVE AND PROTECT. 7. REMOVE EXISTING CONCRETE PAVING. 8. REMOVE EXISTING ASPHALT PAVING. 9. REMOVE EXISTING GRAVEL PAVING. 10. REMOVE CONCRETE CURB (FLUSH OR RAISED, WITH OR WITHOUT GUTTER). 11. REMOVE CONCRETE POST. 12. REMOVE STONE CURB. 13. BOULDER TO BE SALVAGED. NOT SURVEYED. 14. RESTROOM BUILDING AND FOUNDATION - PRESERVE AND PROTECT. 15. ASPHALT PAVING - PRESERVE AND PROTECT. 16. REMOVE STONE PAVING. 17. STRIPING TO BE REMOVED, PRESERVE AND PROTECT PAVING BENEATH. 18. STRIPING AND PAVING BENEATH - PRESERVE AND PROTECT. 19. REMOVE POST WITH MOSAIC TILES. 20. LIGHT POLE AND FOUNDATION BENEATH - PRESERVE AND PROTECT. 21. SEE CIVIL FOR UTILITY PRESERVATION OR DEMOLITION. 22. CONCRETE POST WITH LARGE LINK CHAIN - PRESERVE AND PROTECT IN ALL LOCATIONS. 23. CONCRETE RETAINING WALL - PRESERVE AND PROTECT. 24. WOOD POST FENCE WITH METAL GUARDRAIL - PRESERVE AND PROTECT. 25. METAL GUARDRAIL TO BE SALVAGED. REINSTALL UNDER SUPERVISION OF THE OWNER'S REPRESENTATIVE. 26. REMOVE KIDTOWN RULES SIGN (NOT SURVEYED). 27. STORM DRAIN INLET - PRESERVE AND PROTECT. 28. CONCRETE GUTTER - PRESERVE AND PROTECT. 29. EXISTING PICNIC SHELTER TO BE PRESERVED AND PROTECTED. 30. EXISTING PICNIC TABLE TO BE SALVAGED AND RELOCATED PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 31. MONUMENT TO BE PROTECTED. SEE LIST OF MONUMENTS ON L1.00. 32. REMOVE BOLLARD. DEMOLITION KEY NOTES #
# XX
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DEMO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Demolition Plan SSGMBJ L3.0216 MATCHLINE SEE SHEET L3.04 MATCHLINE SEE SHEET L3.03 MATCHLINE SEE SHEET L3.01
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LIMIT OF WORK
LIMIT OF WORK FRED ENDERT STUMP MUNICIPAL POOL TRASH RECEPTACLES 1 M2
1 M1
7 10
311 15 1718 18 17
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2 9
8 8 10 TYP
8 10 10
9 31 M5 32
7 DEMOLITION LEGEND SYMBOL ITEM CLEAR AND GRUB LIMITS CONCRETE, ASPHALT, GRAVEL OR STONE PAVING TO BE REMOVED CURB OR WALL TO BE REMOVED SAWCUT CONCRETE OR ASPHALT PAVING ITEM TO BE REMOVED 1. GENERAL DEMOLITION NOTES APPLY TO ALL SITE DEMOLITION DRAWINGS. NUMBERS IN HEXAGONS ( ) REFER TO SITE DEMOLITION PLAN REFERENCE NOTES AS SHOWN ON THE PLANS. 2. ELEMENTS ON THE DRAWINGS SHOWN TO BE REMOVED SHALL BE REMOVED TO THEIR FULL DEPTHS OF THEIR CONSTRUCTION. 3. ITEMS THAT ARE ENCOUNTERED ON SITE (INCLUDING BELOW GRADE) THAT ARE NOT SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 4. EROSION AND SEDIMENT CONTROL METHODS TO REMAIN IN PLACE DURING ALL CONSTRUCTION PHASES. 5. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS MAY VARY IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST ON SITE BUT ARE NOT SHOWN ON THE DRAWINGS. VERIFY THE ACTUAL LOCATION OF ALL UTILITIES BEFORE ANY CONSTRUCTION ACTIVITIES COMMENCE. 6. PRESERVE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE CONSTRUCTION SITE AND THEIR EQUIPMENT. 8. VERIFY IF ELECTRICAL IS BORED OR TRENCHED. IF TRENCHED, RETURN PAVING TO ORIGINAL CONDITION. VERIFY DEMOLITION EXTENTS WITH ELECTRICAL. GENERAL SITE DEMOLITION NOTES 1. MONUMENT TO BE SALVAGED. RELOCATE PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE AND UNDER SUPERVISION OF THE OWNER'S REPRESENTATIVE. SEE LIST OF MONUMENTS ON L1.00. 2. CONCRETE PAVING - PRESERVE AND PROTECT. 3. REMOVE CONCRETE WHEEL STOPS. 4. WOOD PLAYGROUND FENCE - PRESERVE AND PROTECT. 5. INTERPRETIVE SIGNS (2) TO BE SALVAGED AND REINSTALLED IN CURRENT LOCATION PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 6. CONCRETE CURB (FLUSH OR RAISED) - PRESERVE AND PROTECT. 7. REMOVE EXISTING CONCRETE PAVING. 8. REMOVE EXISTING ASPHALT PAVING. 9. REMOVE EXISTING GRAVEL PAVING. 10. REMOVE CONCRETE CURB (FLUSH OR RAISED, WITH OR WITHOUT GUTTER). 11. REMOVE CONCRETE POST. 12. REMOVE STONE CURB. 13. BOULDER TO BE SALVAGED. NOT SURVEYED. 14. RESTROOM BUILDING AND FOUNDATION - PRESERVE AND PROTECT. 15. ASPHALT PAVING - PRESERVE AND PROTECT. 16. REMOVE STONE PAVING. 17. STRIPING TO BE REMOVED, PRESERVE AND PROTECT PAVING BENEATH. 18. STRIPING AND PAVING BENEATH - PRESERVE AND PROTECT. 19. REMOVE POST WITH MOSAIC TILES. 20. LIGHT POLE AND FOUNDATION BENEATH - PRESERVE AND PROTECT. 21. SEE CIVIL FOR UTILITY PRESERVATION OR DEMOLITION. 22. CONCRETE POST WITH LARGE LINK CHAIN - PRESERVE AND PROTECT IN ALL LOCATIONS. 23. CONCRETE RETAINING WALL - PRESERVE AND PROTECT. 24. WOOD POST FENCE WITH METAL GUARDRAIL - PRESERVE AND PROTECT. 25. METAL GUARDRAIL TO BE SALVAGED. REINSTALL UNDER SUPERVISION OF THE OWNER'S REPRESENTATIVE. 26. REMOVE KIDTOWN RULES SIGN (NOT SURVEYED). 27. STORM DRAIN INLET - PRESERVE AND PROTECT. 28. CONCRETE GUTTER - PRESERVE AND PROTECT. 29. EXISTING PICNIC SHELTER TO BE PRESERVED AND PROTECTED. 30. EXISTING PICNIC TABLE TO BE SALVAGED AND RELOCATED PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 31. MONUMENT TO BE PROTECTED. SEE LIST OF MONUMENTS ON L1.00. 32. REMOVE BOLLARD. DEMOLITION KEY NOTES #
# XX
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DEMO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Demolition Plan SSGMBJ L3.0317
MATCHLINE SEE SHEET L3.04 MATCHLINE SEE SHEET L3.02 MATCHLINE SEE SHEET L3.01 NO PARKING ss w w w ss ss ss ss ss 139 LF __"Ø ___ ss ss ss ss ss ss ss ss ● ● ● ● ● ● NO PARKING ss w w w ss ss ss ss ss 139 LF __"Ø ___ ss ss ss ss ss ss ss ss ● ● ● ● ● ●
LIMIT OF WORK LIMIT OF WORK
STAMPS WAY HOWE DRIVE ● ● ● BARBECUE PICNIC TABLE FIREPIT BENCH WATER METER DISC GOLF TEE BENCH BARBECUE TRASH AND RECYCLING7 2 87 91010 7 7 20 20 25 22 8 TYP 22 15 10 8 28 30 30 30 1066 6 10 10 6 1010 7 7 DEMOLITION LEGEND SYMBOL ITEM CLEAR AND GRUB LIMITS CONCRETE, ASPHALT, GRAVEL OR STONE PAVING TO BE REMOVED CURB OR WALL TO BE REMOVED SAWCUT CONCRETE OR ASPHALT PAVING ITEM TO BE REMOVED 1. GENERAL DEMOLITION NOTES APPLY TO ALL SITE DEMOLITION DRAWINGS. NUMBERS IN HEXAGONS ( ) REFER TO SITE DEMOLITION PLAN REFERENCE NOTES AS SHOWN ON THE PLANS. 2. ELEMENTS ON THE DRAWINGS SHOWN TO BE REMOVED SHALL BE REMOVED TO THEIR FULL DEPTHS OF THEIR CONSTRUCTION. 3. ITEMS THAT ARE ENCOUNTERED ON SITE (INCLUDING BELOW GRADE) THAT ARE NOT SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 4. EROSION AND SEDIMENT CONTROL METHODS TO REMAIN IN PLACE DURING ALL CONSTRUCTION PHASES. 5. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS MAY VARY IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST ON SITE BUT ARE NOT SHOWN ON THE DRAWINGS. VERIFY THE ACTUAL LOCATION OF ALL UTILITIES BEFORE ANY CONSTRUCTION ACTIVITIES COMMENCE. 6. PRESERVE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE CONSTRUCTION SITE AND THEIR EQUIPMENT. 8. VERIFY IF ELECTRICAL IS BORED OR TRENCHED. IF TRENCHED, RETURN PAVING TO ORIGINAL CONDITION. VERIFY DEMOLITION EXTENTS WITH ELECTRICAL. GENERAL SITE DEMOLITION NOTES 1. MONUMENT TO BE SALVAGED. RELOCATE PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE AND UNDER SUPERVISION OF THE OWNER'S REPRESENTATIVE. SEE LIST OF MONUMENTS ON L1.00. 2. CONCRETE PAVING - PRESERVE AND PROTECT. 3. REMOVE CONCRETE WHEEL STOPS. 4. WOOD PLAYGROUND FENCE - PRESERVE AND PROTECT. 5. INTERPRETIVE SIGNS (2) TO BE SALVAGED AND REINSTALLED IN CURRENT LOCATION PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 6. CONCRETE CURB (FLUSH OR RAISED) - PRESERVE AND PROTECT. 7. REMOVE EXISTING CONCRETE PAVING. 8. REMOVE EXISTING ASPHALT PAVING. 9. REMOVE EXISTING GRAVEL PAVING. 10. REMOVE CONCRETE CURB (FLUSH OR RAISED, WITH OR WITHOUT GUTTER). 11. REMOVE CONCRETE POST. 12. REMOVE STONE CURB. 13. BOULDER TO BE SALVAGED. NOT SURVEYED. 14. RESTROOM BUILDING AND FOUNDATION - PRESERVE AND PROTECT. 15. ASPHALT PAVING - PRESERVE AND PROTECT. 16. REMOVE STONE PAVING. 17. STRIPING TO BE REMOVED, PRESERVE AND PROTECT PAVING BENEATH. 18. STRIPING AND PAVING BENEATH - PRESERVE AND PROTECT. 19. REMOVE POST WITH MOSAIC TILES. 20. LIGHT POLE AND FOUNDATION BENEATH - PRESERVE AND PROTECT. 21. SEE CIVIL FOR UTILITY PRESERVATION OR DEMOLITION. 22. CONCRETE POST WITH LARGE LINK CHAIN - PRESERVE AND PROTECT IN ALL LOCATIONS. 23. CONCRETE RETAINING WALL - PRESERVE AND PROTECT. 24. WOOD POST FENCE WITH METAL GUARDRAIL - PRESERVE AND PROTECT. 25. METAL GUARDRAIL TO BE SALVAGED. REINSTALL UNDER SUPERVISION OF THE OWNER'S REPRESENTATIVE. 26. REMOVE KIDTOWN RULES SIGN (NOT SURVEYED). 27. STORM DRAIN INLET - PRESERVE AND PROTECT. 28. CONCRETE GUTTER - PRESERVE AND PROTECT. 29. EXISTING PICNIC SHELTER TO BE PRESERVED AND PROTECTED. 30. EXISTING PICNIC TABLE TO BE SALVAGED AND RELOCATED PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 31. MONUMENT TO BE PROTECTED. SEE LIST OF MONUMENTS ON L1.00. 32. REMOVE BOLLARD. DEMOLITION KEY NOTES # # XX G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DEMO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Demolition Plan SSGMBJ L3.0418
MATCHLINE SEE SHEET L3.03 MATCHLINE SEE SHEET L3.02
CURBS AND SPECIALTY SURFACING SYMBOL ITEM REMARKS SPEC NUMBER SANDBLASTED STENCIL STENCIL WILL BE OWNER FURNISHED. 321316 TACTILE WARNING TILES LOCATED AT PARKING NEAR THE PLAYGROUND. 321726 CURB BAND - SHRUB/LAWN LOCATED AT PLAYGROUND. 033000 RAISED CONCRETE CURB CURB TYPE VARIES - SEE PLANS. 033000 MOUNTABLE CONCRETE CURB LOCATED ALONG PLAY STREET AND STAMPS WAY. 033000 PRECAST CONCRETE WHEEL STOPS PAVING AND SURFACING SYMBOL ITEM REMARKS SPEC NUMBER ASPHALT PAVING 321216 CONCRETE PAVING - VEHICULAR 321313 DECORATIVE CONCRETE PAVING - VEHICULAR GLASS EMBEDDED CONCRETE. 321316 CONCRETE PAVING - PEDESTRIAN MEDIUM BROOM FINISH. 321313 DOWELED EXPANSION JOINT 321313, 321373 ISOLATION JOINT 321313, 321373 CONTRACTION JOINT GROOVED JOINT. 321313 WALL, RAMPS AND STAIRS SYMBOL ITEM REMARKS SPEC NUMBER CONCRETE SEATWALL 033000 CONCRETE STAIRS WITH HANDRAIL 033000, 055213 CONCRETE RAMP WITH HANDRAIL SYMBOL NTS. 033000, 055213 R T SITE FURNISHINGS SYMBOL ITEM REMARKS SPEC NUMBER SALVAGED METAL GUARDRAIL LOCATED NEAR WATERFRONT PLAZA. 323300 CHAINLINK PLAYGROUND FENCE LOCATED AT THE PLAYGROUND. 323300 ACESSIBLE PICNIC TABLE LOCATED AT THE PLAYGROUND. PRODUCT BY OUTDOOR CREATIONS. 323300 STANDARD BENCH PRODUCT BY LANDSCAPE FORMS. 323300 STANDARD PICNIC TABLE LOCATED AT THE PLAYGROUND. PRODUCT BY OUTDOOR CREATIONS. 323300 BICYCLE RACK PRODUCT BY MADRAX. 323300 BOLLARD WITH LIGHTING PRODUCT BY LIGMAN. 323300 POST LIGHT LOCATED NEAR EXISTING RESTROOM AT THE PLAYGROUND. SYMBOL NTS. 323300 REMOVABLE BOLLARD 323300 ADA PARKING SIGN SYMBOL NTS. 323300 ACCESSIBLE DRINKING FOUNTAIN DRINKING FOUNTAIN WITH DOG WATER BOWL. PRODUCT BY ELKAY. 323300 TRASH AND RECYCLING OWNER FURNISHED, CONTRACTER INSTALLED - N.I.C. T= TRASH, R = RECYCLING. 323300 STRIPINGSYMBOL ITEM REMARKS SPEC NUMBER ADA ACCESSIBLE PARKING (45-DEGREE ANGLED PARKING) REFER TO CRESCENT CITY PARKING CODE. INCLUDES WHEEL STOPS. INCLUDES ONE VAN ACCESSIBLE STALL MINIMUM PER LOT. 321723 ANGLED PARKING (HERRINGBONE, 45-DEGREE ANGLED PARKING) REFER TO CRESCENT CITY PARKING CODE. SYMBOL NTS. 321723 ADA ACCESSIBLE PARKING SPACE (STANDARD 90-DEGREE PARKING) REFER TO CRESCENT CITY PARKING CODE. SYMBOL NTS. INCLUDES ONE VAN ACCESSIBLE STALL MINIMUM PER LOT. 321723 PAVEMENT MARKING ARROWS REFER TO CALTRANS PARKING CODE.SYMBOL NTS. 321723 PLAYGROUND SYMBOL ITEM REMARKS SPEC NUMBER PLAY MATTA TILES 20" X 20" TILES. COLOR VARIES - SEE SPECS. 321816 3- BAY SWING SET 2 BELT SEATS, 2 FULL BUCKET SEATS AND 2 MOLDED ACCESSIBLE SEATS. SYMBOL NTS. SEE SPECIFICATIONS. PRODUCT BY LANDSCAPE STRUCTURES. 116800 WE-GO-SWING ACCESSIBLE SWING WITH RAMP CONNECTION. SEE SPECIFICATIONS. PRODUCT BY LANDSCAPE STRUCTURES. 116800 REDWOOD TREE CLIMBER CUSTOM REDWOOD TREE CLIMBER. LOCATED AT THE EMBANKMENT. SYMBOL NTS. SEE SPECIFICATIONS. PRODUCT BY ID SCULPTURE, RAMP BY PLAYCRAFT. 116800 WE-GO-ROUND MERRY-GO-ROUND MERRY-GO-ROUND WITH 2 SEATS AND PERFORATED PANELS. SYMBOL NTS. SEE SPECIFICATIONS. PRODUCT BY LANDSCAPE STRUCTURES. 116800 ● ● ●
■
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■ PLAYGROUND SYMBOL ITEM REMARKS SPEC NUMBER WE-SAW SEESAW SEE SPECIFICATIONS. SYMBOL NTS. PRODUCT BY LANDSCAPE STRUCTURES. 116800 CONCRETE EMBANKMENT SLIDE SEE SPECIFICATIONS. SYMBOL NTS. PRODUCT BY ID SCULPTURE. 116800 HUMPBACK WHALE CLIMBER SEE SPECIFICATIONS. SYMBOL NTS. PRODUCT BY ID SCULPTURE. 116800 MORPHE DOME SEE SPECIFICATIONS. SYMBOL NTS. PRODUCT BY ID SCULPTURE 116800 LIGHTHOUSE ROCK CLIMBER SEE SPECIFICATIONS. SYMBOL NTS. PRODUCT BY ID SCULPTURE. 116800 ANIMATO METALLOPHONE SEE SPECIFICATIONS. SYMBOL NTS. PRODUCT BY LANDSCAPE STRUCTURES. 116800 DITTY METALLOPHONE SEE SPECIFICATIONS. SYMBOL NTS. PRODUCT BY LANDSCAPE STRUCTURES. 116800 GRANDIOSO CHIMES SEE SPECIFICATIONS. SYMBOL NTS. PRODUCT BY LANDSCAPE STRUCTURES. 116800 GOBLET DRUM SEE SPECIFICATIONS. SYMBOL NTS. PRODUCT BY LANDSCAPE STRUCTURES. 116800 KUNDU DRUM SEE SPECIFICATIONS. SYMBOL NTS. PRODUCT BY LANDSCAPE STRUCTURES. 116800 KETTLE DRUM SEE SPECIFICATIONS. SYMBOL NTS. PRODUCT BY LANDSCAPE STRUCTURES. 116800 1. PROVIDE ISOLATION JOINTS WHERE CONCRETE FLATWORK MEETS OTHER FLATWORK AND VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS, AND BUILDING ELEMENTS, ETC. UNLESS INDICATED OTHERWISE. 2. MATERIAL SYMBOLS ARE DIAGRAMMATIC IN NATURE AND NOT INTENDED TO BE TO SCALE. REFER TO LAYOUT AND DETAIL SHEETS FOR ACTUAL SIZES. 3. OWNER'S REPRESENTATIVE TO APPROVE OF ALL CONCRETE FORMWORK PRIOR TO PLACING CONCRETE. 4. REINSTALL (2) SALVAGED MONUMENTS WHERE DIRECTED BY OWNER'S REPRESENTATIVE. GENERAL MATERIALS NOTES DETAIL KEYNOTES PAVING AND SURFACING NUMBER ITEM DETL / SHT SPECS 1.1 ASPHALT PAVING 1 / L9.01 321216 1.2 CONCRETE PAVING - VEHICULAR 3 / L9.01 321313 1.3 CONCRETE PAVING - PEDESTRIAN 4 / L9.01 321313 1.4 DOWELED EXPANSION JOINT 5 / L9.01 321313, 321373 1.5 ISOLATION JOINT 6 / L9.01 321313, 321373 1.6 CONTRACTION JOINT 7 / L9.01 321313 1.7 ASPHALT TO CONCRETE PAVING TRANSITION 2 / L9.01 321216, 321313 1.0 WALLS, RAMPS AND STAIRS NUMBER ITEM DETL / SHT SPECS 3.1 CURB RAMP TYPE 1 2 / L9.03 033000 3.2 CURB RAMP TYPE 2 3 / L9.03 033000 3.3 CURB RAMP TYPE 3 4 / L9.03 033000 3.4 CURB RAMP TYPE 4 5 / L9.03 033000 3.5 CONCRETE SEATWALL 6 / L9.03 033000 3.6 CONCRETE STAIRS 2 / L9.04 033000 3.7 STAIR HANDRAIL 4 / L9.04 055213 3.8 CONCRETE RAMP 6 / L9.04 033000 3.9 RAMP HANDRAIL 1 / L9.05 055213 3.0 STRIPING NUMBER ITEM DETL / SHT SPECS 7.1 ADA ACCESSIBLE PARKING (ANGLED) SEE SPECS 321723 7.2 ANGLED PARKING (HERRINGBONE) SEE SPECS 321723 7.3 ADA ACCESSIBLE PARKING SPACE (STANDARD) SEE SPECS 321723 7.4 ADA VAN ACCESSIBLE PARKING SPACE SEE SPECS 321723 7.5 PAVEMENT MARKING ARROWS SEE SPECS 321723 6.0 SITE FURNISHINGS NUMBER ITEM DETL / SHT SPECS 5.1 SKATE DETERRENT TYPE 1 1 / L9.06 323300 5.2 SKATE DETERRENT TYPE 2 2 / L9.06 323300 5.3 PLAYGROUND FENCE SEE SPECS 323300 5.4 ACCESSIBLE PICNIC TABLE 4 / L9.06 323300 5.5 STANDARD PICNIC TABLE 5 / L9.06 323300 5.6 BENCH 6 / L9.06 323300 5.7 BICYCLE RACK 7 / L9.06 323300 5.8 PARK RULES SIGN SEE SPECS 116800 5.9 STANDARD BOLLARD 1 / L9.07 323300 5.10 POST LIGHT 2 / L9.07 323300 5.11 REMOVABLE BOLLARD 3 / L9.07 323300 5.12 ACCESSIBLE DRINKING FOUNTAIN 4 / L9.07 323300 5.13 WAYFINDING SIGN 5 / L9.07 323300 5.14 1-MILE LOOP PLAQUE 6 / L9.07 323300 5.15 ADA PARKING SIGN 7 / L9.07 323300 5.16 TRENCH DRAIN 1 / L9.08 323300 5.17 BOULDER - EDGE 3 / L9.08 329300 5.0 PLAYGROUND NUMBER ITEM DETL / SHT SPECS 4.1 PLAY MATTA SAFETY SURFACING 1 / L9.14 321816 4.2 TOP OF MOUND 6 / L9.05 321816 4.3 TOE OF MOUND 5 / L9.05 321816 4.4 EMBANKMENT SLIDE 3 / L9.05 116800 4.5 REDWOOD TREE AND RAMP 1 / L4.05 116800 4.0 CURBS AND SPECIALTY SURFACING NUMBER ITEM DETL / SHT SPECS 2.1 DECORATIVE CONCRETE PAVING EDGE 9 / L9.01 321316 2.2 SANDBLASTED STENCIL 2 / L9.02 321316 2.3 CURB BAND TYPE 1 4 / L9.02 033000 2.4 CURB BAND TYPE 2 (PLAYGROUND) 5 / L9.02 033000 2.5 CURB BAND TYPE 3 6 / L9.02 033000 2.6 CURB BAND TYPE 4 (PLAYGROUND) 7 / L9.02 033000 2.7 RAISED CURB TYPE 1 8 / L9.02 033000 2.8 RAISED CURB TYPE 2 9 / L9.02 033000 2.9 MOUNTABLE CONCRETE CURB 1 / L9.03 033000 2.10 TACTILE WARNING TILES 3 / L9.02 321726 2.11 PRECAST CONCRETE WHEEL STOP 8 / L9.07 2.0 G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_MATL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 Materials Notes
and Legend SSGMBJ L4.0019
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e sd sd sd sd sd sd
gas gas gas gas
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T R
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gas gas gas gas
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ss ss ss ss
p
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WATER
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LIMIT OF WORK FRONT STREET
PLAY STREET FRED ENDERT MUNICIPAL POOL REDWOOD DISCOVERY CENTER TYP 1.1 1.3 TYP 1.2 TYP 1.6 TYP 2.7 1.4 1.4 1.5 7.4 1 1
1 3
4 1.4 2.11 11 1.1 2.7 12 5.15 3.2
4 5.15 7.3
4 4 2.10 1.2 12 MATERIALS LEGEND SYMBOL ITEM ASPHALT PAVING CONCRETE PAVING - VEHICULAR (BROOM FINISH) DECORATIVE CONCRETE PAVING - VEHICULAR (GLASS EMBEDDED CONCRETE WITH SANDBLAST FINISH) CONCRETE PAVING - PEDESTRIAN (BROOM FINISH) PLAY MATTA SAFETY SURFACING DOWELED EXPANSION JOINT ISOLATION JOINT (AT STEPS, RAMP, WALLS, AND NEW PAVING MEET EXISTING PAVING - SEPARATE POURS) CONTRACTION JOINT 1. SEE L4.00 FOR DETAIL KEYNOTES AND GENERAL MATERIALS NOTES. MATERIALS SHEET NOTES 1. EDGE OF PAVING TO BE FLUSH WITH EXISTING PAVING. 2. TRASH AND RECYCLING OWNER FURNISHED, CONTRACTOR INSTALLED. 3. EXISTING ASPHALT PAVING - PRESERVE AND PROTECT. 4. EXISTING CONCRETE PAVING - PRESERVE AND PROTECT. 5. EXISTING RESTROOM - PRESERVE AND PROTECT. 6. FINAL PLAY MATTA TILE PATTERN TO BE APPROVED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. DEPTH OF SURFACING VARIES BASED ON CRITICAL FALL HEIGHT. 7. PLAYGROUND EQUIPMENT USE ZONES. FINAL EQUIPMENT LAYOUT TO BE APPROVED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. 8. SEE CIVIL FOR PROPOSED DRAINAGE FEATURES. 9. APPROXIMATE STAGE COVER FOOTING LOCATION - SEE MANUFACTURER. STAGE COVER IS N.I.C, AND IS SHOWN FOR REFERENCE ONLY. 10. APPROXIMATE MOUNTING LOCATION FOR STAGE COVER GUY WIRE ANCHORS - SEE MANUFACTURER DETAILS FOR REFERENCE ON SHEET L9.13. 11. END OF NEW CURB AND GUTTER. 12. PATCH/ REPAIR EXISTING ASPHALT WHERE IMPACTED. 13. EXISTING PICNIC SHELTER TO REMAIN - PRESERVE AND PROTECT. 14. EXISTING INTERPRETIVE NODE - PRESERVE AND PROTECT. 15. SHOVEL CUT EDGE. 16. CONCRETE PAVING TO TERMINATE AT NEAREST EXISTING JOINT LINE - REVIEW WITH OWNER'S REPRESENTATIVE. 17. RELOCATED EXISTING PICNIC TABLE PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 18. RELOCATED EXISTING INTERPRETIVE SIGNS (2) PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 19. RELOCATED EXISTING METAL GUARDRAIL ALONG EDGE OF PAVING PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 20. PROVIDE BLOCKOUT FOR PLAYGROUND RAMP - SEE PLAYGROUND MANUFACTURER'S DETAILS. 21. NO VERTICAL JOINTS ON FACE OF STEM WALL - TYPICAL. SEE STRUCTURAL. 22. SEE CIVIL FOR VALLEY GUTTER. 23. OUTLET BOX AND FOOD TRUCK PEDESTALS - SEE ELECTRICAL SPECS. MATERIALS KEY NOTES X
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_MATL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Materials Plan SSGMBJ L4.0120 MATCHLINE SEE SHEET L4.03 MATCHLINE SEE SHEET L4.02
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STAMPS WAY PLAY STREET FRONT STREET PA PA PA PA PA
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7 1.5 1.4 5.10 5.10 5.12 5.4 13 155.17
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1 4.44.5 1.5 5.5 2.6 2.4 5.3 5.8 5.8 2.10 1.1 7.3 7.4 1.4 2.11 5.14 5.13 5.15 5.15 17 18 1.2 1.3 12 2.3 12 12 12 12 MATERIALS LEGEND SYMBOL ITEM ASPHALT PAVING CONCRETE PAVING - VEHICULAR (BROOM FINISH) DECORATIVE CONCRETE PAVING - VEHICULAR (GLASS EMBEDDED CONCRETE WITH SANDBLAST FINISH) CONCRETE PAVING - PEDESTRIAN (BROOM FINISH) PLAY MATTA SAFETY SURFACING DOWELED EXPANSION JOINT ISOLATION JOINT (AT STEPS, RAMP, WALLS, AND NEW PAVING MEET EXISTING PAVING - SEPARATE POURS) CONTRACTION JOINT 1. SEE L4.00 FOR DETAIL KEYNOTES AND GENERAL MATERIALS NOTES. MATERIALS SHEET NOTES 1. EDGE OF PAVING TO BE FLUSH WITH EXISTING PAVING. 2. TRASH AND RECYCLING OWNER FURNISHED, CONTRACTOR INSTALLED. 3. EXISTING ASPHALT PAVING - PRESERVE AND PROTECT. 4. EXISTING CONCRETE PAVING - PRESERVE AND PROTECT. 5. EXISTING RESTROOM - PRESERVE AND PROTECT. 6. FINAL PLAY MATTA TILE PATTERN TO BE APPROVED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. DEPTH OF SURFACING VARIES BASED ON CRITICAL FALL HEIGHT. 7. PLAYGROUND EQUIPMENT USE ZONES. FINAL EQUIPMENT LAYOUT TO BE APPROVED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. 8. SEE CIVIL FOR PROPOSED DRAINAGE FEATURES. 9. APPROXIMATE STAGE COVER FOOTING LOCATION - SEE MANUFACTURER. STAGE COVER IS N.I.C, AND IS SHOWN FOR REFERENCE ONLY. 10. APPROXIMATE MOUNTING LOCATION FOR STAGE COVER GUY WIRE ANCHORS - SEE MANUFACTURER DETAILS FOR REFERENCE ON SHEET L9.13. 11. END OF NEW CURB AND GUTTER. 12. PATCH/ REPAIR EXISTING ASPHALT WHERE IMPACTED. 13. EXISTING PICNIC SHELTER TO REMAIN - PRESERVE AND PROTECT. 14. EXISTING INTERPRETIVE NODE - PRESERVE AND PROTECT. 15. SHOVEL CUT EDGE. 16. CONCRETE PAVING TO TERMINATE AT NEAREST EXISTING JOINT LINE - REVIEW WITH OWNER'S REPRESENTATIVE. 17. RELOCATED EXISTING PICNIC TABLE PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 18. RELOCATED EXISTING INTERPRETIVE SIGNS (2) PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 19. RELOCATED EXISTING METAL GUARDRAIL ALONG EDGE OF PAVING PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 20. PROVIDE BLOCKOUT FOR PLAYGROUND RAMP - SEE PLAYGROUND MANUFACTURER'S DETAILS. 21. NO VERTICAL JOINTS ON FACE OF STEM WALL - TYPICAL. SEE STRUCTURAL. 22. SEE CIVIL FOR VALLEY GUTTER. 23. OUTLET BOX AND FOOD TRUCK PEDESTALS - SEE ELECTRICAL SPECS. MATERIALS KEY NOTES X
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_MATL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Materials Plan SSGMBJ L4.0221 MATCHLINE SEE SHEET L4.04 MATCHLINE SEE SHEET L4.03 MATCHLINE SEE SHEET L4.01
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SD
LIMIT OF WORK
LIMIT OF WORK FRED ENDERT MUNICIPAL POOL PA PA PA PA PA PA PA
12.1 12.1 1.1 7.1 1.2 TYP 1.2 TYP 1.6 1.5 1.3 5.9 2.2 1.2 1.2 1.6 2.1 5.6 TYP 5.9 5.9 1.3 1.2 1.1 1.3 1.6 1.5 1.3 1.2 2.11 7.2 7.5 2.7 1 3
3 4 3.1 1.4 1.4 5.9 14 5.15 16 1.5 2.10 7.5 2.10 1.1 TYP 1.7 22 MATERIALS LEGEND SYMBOL ITEM ASPHALT PAVING CONCRETE PAVING - VEHICULAR (BROOM FINISH) DECORATIVE CONCRETE PAVING - VEHICULAR (GLASS EMBEDDED CONCRETE WITH SANDBLAST FINISH) CONCRETE PAVING - PEDESTRIAN (BROOM FINISH) PLAY MATTA SAFETY SURFACING DOWELED EXPANSION JOINT ISOLATION JOINT (AT STEPS, RAMP, WALLS, AND NEW PAVING MEET EXISTING PAVING - SEPARATE POURS) CONTRACTION JOINT 1. SEE L4.00 FOR DETAIL KEYNOTES AND GENERAL MATERIALS NOTES. MATERIALS SHEET NOTES 1. EDGE OF PAVING TO BE FLUSH WITH EXISTING PAVING. 2. TRASH AND RECYCLING OWNER FURNISHED, CONTRACTOR INSTALLED. 3. EXISTING ASPHALT PAVING - PRESERVE AND PROTECT. 4. EXISTING CONCRETE PAVING - PRESERVE AND PROTECT. 5. EXISTING RESTROOM - PRESERVE AND PROTECT. 6. FINAL PLAY MATTA TILE PATTERN TO BE APPROVED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. DEPTH OF SURFACING VARIES BASED ON CRITICAL FALL HEIGHT. 7. PLAYGROUND EQUIPMENT USE ZONES. FINAL EQUIPMENT LAYOUT TO BE APPROVED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. 8. SEE CIVIL FOR PROPOSED DRAINAGE FEATURES. 9. APPROXIMATE STAGE COVER FOOTING LOCATION - SEE MANUFACTURER. STAGE COVER IS N.I.C, AND IS SHOWN FOR REFERENCE ONLY. 10. APPROXIMATE MOUNTING LOCATION FOR STAGE COVER GUY WIRE ANCHORS - SEE MANUFACTURER DETAILS FOR REFERENCE ON SHEET L9.13. 11. END OF NEW CURB AND GUTTER. 12. PATCH/ REPAIR EXISTING ASPHALT WHERE IMPACTED. 13. EXISTING PICNIC SHELTER TO REMAIN - PRESERVE AND PROTECT. 14. EXISTING INTERPRETIVE NODE - PRESERVE AND PROTECT. 15. SHOVEL CUT EDGE. 16. CONCRETE PAVING TO TERMINATE AT NEAREST EXISTING JOINT LINE - REVIEW WITH OWNER'S REPRESENTATIVE. 17. RELOCATED EXISTING PICNIC TABLE PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 18. RELOCATED EXISTING INTERPRETIVE SIGNS (2) PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 19. RELOCATED EXISTING METAL GUARDRAIL ALONG EDGE OF PAVING PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 20. PROVIDE BLOCKOUT FOR PLAYGROUND RAMP - SEE PLAYGROUND MANUFACTURER'S DETAILS. 21. NO VERTICAL JOINTS ON FACE OF STEM WALL - TYPICAL. SEE STRUCTURAL. 22. SEE CIVIL FOR VALLEY GUTTER. 23. OUTLET BOX AND FOOD TRUCK PEDESTALS - SEE ELECTRICAL SPECS. MATERIALS KEY NOTES X
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_MATL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Materials Plan SSGMBJ L4.0322
MATCHLINE SEE SHEET L4.04 MATCHLINE SEE SHEET L4.02 MATCHLINE SEE SHEET L4.01 ss w w w ss ss ss ss ss 139 LF __"Ø ___ ss ss ss ss ss ss ss ss ss w w w ss ss ss ss ss 139 LF __"Ø ___ ss ss ss ss ss ss ss ss 9.50 9.509.50 12.46 12.50 11.75 1011 12 101112 1011 12 1314 1314 12 13 14 9.20 11.75 11.75 11.61 11.61 11.50 11.50 14.00 14.00
14.00 14.00 9.139.12 13.00 12.98 13.02 13.05 SD SD SD SD SD SD SD SD SD T R TR
LIMIT OF WORK LIMIT OF WORK
STAMPS WAY HOWE DRIVE PA PA PA PA PA PA PA PA PA PA PA ● ● ● 5.7 1.2 TYP 1.5 1.6 1.2 1.6 2.8 TYP 2.1 5.6 TYP 1.2 5.9 1.5 5.9 TYP 1.3 TYP5.6 5.9 1.6 1.5 5.1 TYP 1.3 2.9 2.9 2.9 5.1 3.8 3.6 TYP TYP 1.5 3.7 TYP 2 2 3.5 5.1 TYP 3.9 1 3 4 1.4 1.3 5.9 5.95.9 9 9 10 10 5.6 TYP 1.5 TYP 5.12 2.9 TYP 5.11 1.2 2.10 1.2 3.3 5.2 5.16 TYP 122.8 19 8 21 TYP 1212 12 12 23 23 MATERIALS LEGEND SYMBOL ITEM ASPHALT PAVING CONCRETE PAVING - VEHICULAR (BROOM FINISH) DECORATIVE CONCRETE PAVING - VEHICULAR (GLASS EMBEDDED CONCRETE WITH SANDBLAST FINISH) CONCRETE PAVING - PEDESTRIAN (BROOM FINISH) PLAY MATTA SAFETY SURFACING DOWELED EXPANSION JOINT ISOLATION JOINT (AT STEPS, RAMP, WALLS, AND NEW PAVING MEET EXISTING PAVING - SEPARATE POURS) CONTRACTION JOINT 1. SEE L4.00 FOR DETAIL KEYNOTES AND GENERAL MATERIALS NOTES. MATERIALS SHEET NOTES 1. EDGE OF PAVING TO BE FLUSH WITH EXISTING PAVING. 2. TRASH AND RECYCLING OWNER FURNISHED, CONTRACTOR INSTALLED. 3. EXISTING ASPHALT PAVING - PRESERVE AND PROTECT. 4. EXISTING CONCRETE PAVING - PRESERVE AND PROTECT. 5. EXISTING RESTROOM - PRESERVE AND PROTECT. 6. FINAL PLAY MATTA TILE PATTERN TO BE APPROVED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. DEPTH OF SURFACING VARIES BASED ON CRITICAL FALL HEIGHT. 7. PLAYGROUND EQUIPMENT USE ZONES. FINAL EQUIPMENT LAYOUT TO BE APPROVED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. 8. SEE CIVIL FOR PROPOSED DRAINAGE FEATURES. 9. APPROXIMATE STAGE COVER FOOTING LOCATION - SEE MANUFACTURER. STAGE COVER IS N.I.C, AND IS SHOWN FOR REFERENCE ONLY. 10. APPROXIMATE MOUNTING LOCATION FOR STAGE COVER GUY WIRE ANCHORS - SEE MANUFACTURER DETAILS FOR REFERENCE ON SHEET L9.13. 11. END OF NEW CURB AND GUTTER. 12. PATCH/ REPAIR EXISTING ASPHALT WHERE IMPACTED. 13. EXISTING PICNIC SHELTER TO REMAIN - PRESERVE AND PROTECT. 14. EXISTING INTERPRETIVE NODE - PRESERVE AND PROTECT. 15. SHOVEL CUT EDGE. 16. CONCRETE PAVING TO TERMINATE AT NEAREST EXISTING JOINT LINE - REVIEW WITH OWNER'S REPRESENTATIVE. 17. RELOCATED EXISTING PICNIC TABLE PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 18. RELOCATED EXISTING INTERPRETIVE SIGNS (2) PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 19. RELOCATED EXISTING METAL GUARDRAIL ALONG EDGE OF PAVING PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 20. PROVIDE BLOCKOUT FOR PLAYGROUND RAMP - SEE PLAYGROUND MANUFACTURER'S DETAILS. 21. NO VERTICAL JOINTS ON FACE OF STEM WALL - TYPICAL. SEE STRUCTURAL. 22. SEE CIVIL FOR VALLEY GUTTER. 23. OUTLET BOX AND FOOD TRUCK PEDESTALS - SEE ELECTRICAL SPECS. MATERIALS KEY NOTES X G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_MATL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Materials Plan SSGMBJ L4.0423
MATCHLINE SEE SHEET L4.03 MATCHLINE SEE SHEET L4.02
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_MATL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 PLAYGROUND REDWOOD TREE 2 PERSPECTIVE PLAYGROUND REDWOOD TREE 1 PERSPECTIVE Xref ..\..\03_Details\01_Site\FURNITURE_AMENITIES\15284_REDWOOD_TREE.dwg Materials
Cutsheets SSGMBJ L4.0524 NOTE: RENDERING SHOWN IS SCHEMATIC AND FOR REFERENCE ONLY. SEE GRADING PLAN FOR PLATFORM HEIGHT, AND LAYOUT PLAN FOR RAMP LENGTH. SEE MANUFACTURER AND SPECIFICATIONS FOR TRANSITION PLATE DETAILS. NOTE: RENDERING SHOWN IS SCHEMATIC AND FOR REFERENCE ONLY. SEE GRADING PLAN FOR PLATFORM HEIGHT, AND LAYOUT PLAN FOR RAMP LENGTH. SEE MANUFACTURER AND SPECIFICATIONS FOR TRANSITION PLATE DETAILS.
AL1 SEGMENT ID C1 C2L1C3 LENGTH 53.0437' 26.4689' 304.4584' 55.6445' RADIUS 114.00' 54.00' 26.00' LINE/CHORD DIRECTION S16° 40' 40.29"E S15° 57' 55.41"E S01° 55' 23.46"E S59° 23' 17.67"W CHORD 52.5665' 26.2048' 45.6166' AL 2 SEGMENT ID C4C5 LENGTH 22.7723' 5.7920' RADIUS 15.00' 23.50' LINE/CHORD DIRECTION N49° 50' 10.01"E N00° 42' 59.64"W CHORD 20.6476' 5.7774' AL 4 SEGMENT ID L3C6L4L5 LENGTH 25.8297' 10.2110' 3.0020' 0.9653' RADIUS 11.50' LINE/CHORD DIRECTION S88° 04' 36.54"W N66° 28' 45.21"W N41° 02' 06.95"W N01° 53' 18.86"W CHORD 9.8786' AL 5 SEGMENT ID L6 LENGTH 147.6985' RADIUS LINE/CHORD DIRECTION S89° 23' 04.80"W CHORD AL 6 SEGMENT ID C7C8C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 LENGTH 24.4685' 44.2680' 46.3059' 42.3432' 42.3432' 46.3059' 47.0457' 50.7791' 50.7791' 47.0457' 46.3059' 42.3432' 42.3432' 46.3059' 44.2680' 24.4685' RADIUS 45.00' 129.46' 111.79' 92.24' 92.24' 111.79' 129.46' 151.98' 151.98' 129.46' 111.79' 92.24' 92.24' 111.79' 129.46' 45.00' LINE/CHORD DIRECTION N14° 37' 38.50"E N40° 00' 01.61"E N61° 39' 48.20"E N86° 40' 51.35"E S67° 01' 04.66"E S42° 00' 01.51"E S19° 43' 22.07"E S00° 15' 34.78"W S19° 24' 11.92"W S39° 23' 08.76"W S61° 39' 48.20"W S86° 40' 51.35"W N67° 01' 04.66"W N42° 00' 01.51"W N20° 20' 14.91"W N05° 02' 08.20"E CHORD 24.1682' 44.0527' 45.9756' 41.9724' 41.9724' 45.9756' 46.7873' 50.5432' 50.5432' 46.7873' 45.9756' 41.9724' 41.9724' 45.9756' 44.0527' 24.1682' AL 7 SEGMENT ID L7 LENGTH 28.1923' RADIUS LINE/CHORD DIRECTION S76° 57' 15.85"E CHORD AL 8 SEGMENT ID L8 LENGTH 204.6378' RADIUS LINE/CHORD DIRECTION S55° 57' 19.90"W CHORD AL 9 SEGMENT ID C23 C24 C25 C26 C27 LENGTH 35.0898' 45.0974' 39.5099' 86.4256' 80.6471' RADIUS 98.24' 98.24' 117.79' 42.50' 218.00' LINE/CHORD DIRECTION S89° 35' 57.13"W N67° 01' 04.66"W N44° 15' 28.25"W S87° 05' 41.94"W S18° 14' 24.82"W CHORD 34.9035' 44.7025' 39.3249' 72.2852' 80.1880' AL 10 SEGMENT ID C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 LENGTH 33.1461' 38.8210' 39.8003' 44.9550' 44.9550' 39.8003' 38.8210' 33.1461' 33.1461' 38.8210' 39.8003' 44.9550' 44.9550' 39.8003' 38.8210' 33.1461' RADIUS 64.76' 91.64' 117.43' 151.66' 151.66' 117.43' 91.64' 64.76' 64.76' 91.64' 117.43' 151.66' 151.66' 117.43' 91.64' 64.76' LINE/CHORD DIRECTION N85° 10' 06.04"E N58° 22' 10.29"E N36° 31' 27.44"E N18° 19' 23.19"E N01° 20' 23.51"E N16° 51' 40.74"W N38° 42' 23.60"W N65° 30' 19.35"W S85° 10' 06.04"W S58° 22' 10.29"W S36° 31' 27.44"W S18° 19' 23.19"W S01° 20' 23.51"W S16° 51' 40.74"E S38° 42' 23.60"E S65° 30' 19.35"E CHORD 32.7855' 38.5314' 39.6101' 44.7906' 44.7906' 39.6101' 38.5314' 32.7855' 32.7855' 38.5314' 39.6101' 44.7906' 44.7906' 39.6101' 38.5314' 32.7855' AL 11 SEGMENT ID C44 LENGTH 91.5872' RADIUS 52.00' LINE/CHORD DIRECTION S13° 46' 20.03"E CHORD 80.1996' AL 12 SEGMENT ID C45 L19 C46 LENGTH 53.0351' 35.5756' 53.0359' RADIUS 29.50' 29.50' LINE/CHORD DIRECTION N61° 20' 04.90"E N09° 49' 53.35"E N41° 40' 20.84"W CHORD 46.1759' 46.1764' AL 13 SEGMENT ID L9 LENGTH 43.4595' RADIUS LINE/CHORD DIRECTION S80° 10' 06.24"E CHORD AL 14 SEGMENT ID C47 LENGTH 164.4221' RADIUS 56.00' LINE/CHORD DIRECTION N09° 49' 51.67"E CHORD 111.4094' AL 15 SEGMENT ID L10 LENGTH 36.7764' RADIUS LINE/CHORD DIRECTION N34° 35' 17.04"W CHORD AL 16 SEGMENT ID C49 C48 L11 LENGTH 39.9931' 33.8925' 10.3148' RADIUS 60.00' 23.00' LINE/CHORD DIRECTION N68° 56' 15.39"E N07° 37' 37.63"E N34° 35' 17.04"W CHORD 39.2569' 30.9082' AL 17 SEGMENT ID C50 C51 C52 C53 L12 LENGTH 23.8186' 67.7505' 58.7328' 47.7801' 4.9397' RADIUS 35.00' 59.00' 45.00' 85.00' LINE/CHORD DIRECTION S17° 32' 55.37"W S69° 56' 28.64"W N39° 46' 17.37"W N18° 29' 04.35"W N34° 35' 17.04"W CHORD 23.3617' 64.0890' 54.6519' 47.1535' AL 18 SEGMENT ID C54 C55 C56 LENGTH 44.9762' 5.6954' 8.9229' RADIUS 131.00' 7.00' 13.00' LINE/CHORD DIRECTION N49° 29' 02.22"E N16° 20' 21.84"E N12° 41' 37.18"E CHORD 44.7556' 5.5396' 8.7487' AL 19 SEGMENT ID L13 C57 L14 LENGTH 9.8597' 8.1347' 16.2870' RADIUS 23.00' LINE/CHORD DIRECTION S71° 46' 41.43"E S81° 54' 37.55"E N87° 57' 26.33"E CHORD 8.0924' AL 20 SEGMENT ID L15 LENGTH 49.8828' RADIUS LINE/CHORD DIRECTION S88° 06' 27.76"W CHORD AL 21 SEGMENT ID C58 C59 LENGTH 29.4598' 23.8602' RADIUS 24.00' 24.00' LINE/CHORD DIRECTION N47° 09' 47.82"W N53° 50' 50.23"W CHORD 27.6448' 22.8896' AL 22 SEGMENT ID L16 LENGTH 130.2123' RADIUS LINE/CHORD DIRECTION S88° 06' 27.76"W CHORD AL 23 SEGMENT ID C60 C61 LENGTH 34.9259' 22.6279' RADIUS 87.00' 25.00' LINE/CHORD DIRECTION N29° 42' 13.08"E N07° 43' 35.90"W CHORD 34.6919' 21.8634' AL 24 SEGMENT ID L17 LENGTH 72.2854' RADIUS LINE/CHORD DIRECTION N33° 49' 00.54"W CHORD AL 25 SEGMENT ID L18 LENGTH 72.1150' RADIUS LINE/CHORD DIRECTION N89° 23' 27.15"W CHORD WATERFRONT POINT TABLE POINT # W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 DESCRIPTION PAVING EP PAVING EP PAVING EP PAVING EP PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT ALIGNMENT#1 BP ALIGNMENT #2 EP ALIGNMENT #2 BP CURB EP / PAVING PT PAVING EDGE PAVING PT ALIGNMENT #3 EP ADA SIGN CP CURB EDGE PAVING PT ALIGNMENT #3 BP NORTHING 2528715.5077 2528716.2086 2528694.3498 2528694.8911 2528680.3237 2528679.3980 2528675.5903 2528672.9205 2528668.9071 2528715.8582 2528694.6204 2528675.5264 2528666.0150 2528661.0186 2528661.2674 2528661.6583 2528658.8483 2528665.7542 2528660.1720 2528663.9381 EASTING 5963038.7821 5963050.7616 5963068.4371 5963072.4003 5963059.1599 5963062.0430 5963063.4493 5963062.6383 5963051.2176 5963044.7718 5963070.4187 5963054.7121 5963049.5040 5963049.6931 5963054.0633 5963000.5039 5963023.6553 5963029.3974 5963055.9235 5963060.7274 WATERFRONT POINT TABLE POINT # W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W33 W34 W35 W36 W37 W38 W39 W40 DESCRIPTION PAVING PT PAVING PT PAVING EP PAVING EP PAVING EDGE PAVING EDGE PAVING PT PAVING PT ALIGNMENT #4 BP ALIGNMENT #4 EP PAVING EDGE PAVING EDGE PAVING PT PAVING PT PAVING EDGE PAVING PT PAVING PT PAVING RADIUS CP PAVING EDGE PAVING PT NORTHING 2528505.9990 2528502.9012 2528506.4324 2528506.2337 2528504.2017 2528496.3427 2528496.9015 2528494.0051 2528500.0278 2528506.3326 2528495.6682 2528405.3875 2528405.3345 2528401.7989 2528400.2200 2528394.2217 2528389.3898 2528389.2223 2528400.0800 2528335.3010 EASTING 5963065.5722 5963062.7060 5963037.9285 5963031.9021 5963031.9687 5963043.2484 5963062.8446 5963065.9750 5963071.7761 5963034.9005 5963042.7590 5963068.9506 5963067.3726 5963063.9902 5963064.0072 5963064.4369 5963069.4878 5963064.5234 5963050.9725 5963071.3040 WATERFRONT POINT TABLE POINT # W41 W42 W43 W44 W45 W46 W47 W48 W49 W50 W51 W52 W53 W54 W55 W56 W57 W58 W59 W60 DESCRIPTION PAVING PT PAVING PT PAVING PT PAVING RADIUS CP PAVING EP PAVING EP PAVING RADIUS CP PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING EDGE BOLLARD CP BOLLARD CP ALIGNMENT #1 EP PAVING PT PAVING EDGE ALIGNMENT #7 BP ALIGNMENT #7 EP PAVING EDGE NORTHING 2528336.2234 2528314.3449 2528288.6286 2528334.6857 2528265.8775 2528261.9316 2528282.7122 2528264.2971 2528259.3245 2528259.0544 2528267.3260 2528245.4282 2528403.0097 2528243.8671 2528312.7933 2528325.0841 2528244.3592 2528217.6846 2528211.3209 2528182.4487 EASTING 5963083.2798 5963075.6118 5963060.8416 5963052.8111 5963072.4053 5963071.7496 5963077.8415 5963065.8149 5963062.4574 5963056.4634 5963068.4999 5963056.4853 5963066.2637 5963057.9142 5963038.0238 5963036.9978 5963082.0348 5963047.7000 5963075.1647 5963057.6968 WATERFRONT POINT TABLE POINT # W61 W62 W63 W64 W65 W66 W67 W68 W69 W70 W71 W72 W73 W74 W75 W76 W77 W78 W79 W80 DESCRIPTION BENCH CP BENCH CP PAVING EDGE BOLLARD CP PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT DRINKING FOUNTAIN CP BIKE RACK CP PAVING PT PAVING PT PAVING PT PAVING PT BOLLARD CP ALIGNMENT #8 BP ALIGNMENT #9 BP CURB EP PAVING EDGE NORTHING 2528230.8606 2528220.8478 2528188.7702 2528189.5999 2528130.8136 2528135.3079 2528136.0474 2528139.5589 2528140.3515 2528136.0922 2528130.3554 2528131.8432 2528129.4752 2528125.5653 2528123.1768 2528124.7832 2528123.0412 2528112.2856 2528105.7626 2528092.5050 EASTING 5963075.4673 5963073.0672 5963043.3293 5963045.3247 5962996.1335 5962984.5015 5962981.7561 5962979.7994 5962977.1137 5962976.1053 5962964.0960 5962955.0199 5962953.5381 5962954.3877 5962952.8120 5962955.5810 5962970.3399 5962954.4206 5962930.4763 5962939.4336 AL 3 SEGMENT ID L2 LENGTH 60.2666' RADIUS LINE/CHORD DIRECTION S87° 49' 55.67"W CHORD AL 26 SEGMENT ID C62 C63 C64 C65 C66 LENGTH 69.0891' 40.5803' 37.9974' 25.1459' 25.1459' RADIUS 231.25' 148.19' 90.27' 38.26' 38.26' LINE/CHORD DIRECTION N05° 52' 03.09"W N22° 16' 16.47"W N42° 10' 29.31"W N73° 03' 46.58"W S69° 16' 42.10"W CHORD 68.8324' 40.4536' 37.7175' 24.6957' 24.6957' AL 26 SEGMENT ID C67 C68 C69 LENGTH 37.9974' 40.5803' 50.2556' RADIUS 90.27' 148.19' 231.25' LINE/CHORD DIRECTION S38° 23' 24.84"W S18° 29' 12.00"W S04° 24' 57.92"W CHORD 37.7175' 40.4536' 50.1567' G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_LAYO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 Layout Notes and
Legend SSGMBJ L5.0025
WATERFRONT POINT TABLE POINT # W81 W82 W83 W84 W85 W86 W87 W88 W89 W90 W91 W92 W93 W94 W95 W96 W97 W98 W99 W100 DESCRIPTION DECORATIVE PAVING EDGE DECORATIVE PAVING EDGE DECORATIVE PAVING EDGE DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING EDGE DECORATIVE PAVING EDGE DECORATIVE PAVING EDGE DECORATIVE PAVING PT DECORATIVE PAVING PT BENCH CP BENCH CP BENCH CP BENCH CP BENCH CP BOLLARD CP NORTHING 2528187.2419 2528185.7866 2528184.2665 2528193.3028 2528190.3109 2528187.3190 2528219.2498 2528216.2579 2528213.2661 2528244.9882 2528244.7632 2528244.5750 2528239.2131 2528242.2050 2528082.1158 2528065.8816 2528049.6811 2528033.4788 2528017.8872 2528004.2403 EASTING 5963046.8028 5963050.1105 5963053.5654 5963052.3396 5963054.6004 5963056.8612 5963059.8062 5963062.0670 5963064.3278 5963067.0010 5963072.3793 5963076.8779 5963071.7944 5963069.5336 5962917.3501 5962893.3951 5962869.4172 5962845.4406 5962822.2866 5962805.2075 WATERFRONT POINT TABLE POINT # W101 W102 W103 W104 W105 W106 W107 W108 W109 W110 W111 W112 W113 W114 W115 W116 W117 W118 W119 W120 DESCRIPTION PAVING EDGE PAVING EP PAVING EDGE PAVING EDGE PAVING EDGE PAVING EDGE CURB BACK EP CURB FACE EP CURB FACE EDGE CURB BACK EDGE BOLLARD CP BOLLARD CP BOLLARD CP BOLLARD CP CURB FACE EDGE CURB BACK EDGE CURB BACK EDGE CURB BACK EDGE CURB FACE EDGE ALIGNMENT #9 EP NORTHING 2528027.7034 2528001.8488 2528015.1064 2528040.9610 2528016.5565 2528042.4111 2528022.0567 2528022.1709 2528038.5991 2528038.7772 2528040.5374 2528046.8806 2528052.1256 2528055.9570 2528054.7812 2528055.2484 2528070.2197 2528071.5096 2528071.2324 2528077.8377 EASTING 5962843.5220 5962805.2550 5962796.2977 5962834.5646 5962795.3179 5962833.5849 5962791.6018 5962791.1150 5962790.0314 5962790.4986 5962791.4015 5962787.6736 5962782.5140 5962776.2329 5962773.8571 5962774.0355 5962758.7717 5962757.9007 5962757.4846 5962753.6279 WATERFRONT POINT TABLE POINT # W121 W122 W123 W124 W125 W126 W127 W128 W129 W130 W131 W132 W133 W134 W135 W136 W137 W138 W139 W140 DESCRIPTION ALIGNMENT #11 EP CURB FACE EP CURB BACK EP PAVING EDGE DECORATIVE PAVING EDGE DECORATIVE PAVING EDGE DECORATIVE PAVING EDGE CURB EDGE CURB EDGE PAVING EDGE CURB PT CURB EP WALL FACE EP TRENCH DRAIN CL EP WALL FACE PT WALL FACE PT WALL FACE EP / PT CURB EP TRENCH DRAIN CL EP CURB PT NORTHING 2528091.6616 2528101.5096 2528101.7890 2528102.2548 2528064.6009 2528071.6821 2528076.4276 2528092.1718 2528093.5603 2528089.9120 2528090.2372 2528102.1635 2528101.3641 2528109.1865 2528107.7170 2528113.7322 2528110.1792 2528111.0842 2528113.4047 2528103.6546 EASTING 5962744.2938 5962737.0443 5962737.4589 5962738.1499 5962762.5979 5962758.9250 5962759.4933 5962762.1658 5962762.4606 5962761.7069 5962783.5003 5962795.7773 5962796.3781 5962810.1671 5962805.6760 5962821.3258 5962848.5102 5962848.9357 5962833.3019 5962864.0577 WATERFRONT POINT TABLE POINT # W141 W142 W143 W144 W145 W146 W147 W148 W149 W150 W151 W152 W153 W154 W155 W156 W157 W158 W159 W160 DESCRIPTION CURB EP CURB EP PAVING EDGE PAVING EDGE CURB EP DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING EDGE DECORATIVE PAVING EDGE DECORATIVE PAVING EDGE NORTHING 2528120.1761 2528119.4485 2528118.3180 2528112.0074 2528105.0755 2528073.4313 2528068.9809 2528064.5305 2528079.5298 2528075.0794 2528070.6290 2528085.6283 2528081.1779 2528076.7275 2528091.7268 2528087.2764 2528082.8260 2528096.3456 2528093.2429 2528089.9803 EASTING 5962881.4750 5962882.6697 5962884.6010 5962821.6222 5962926.3334 5962768.9256 5962766.6466 5962764.3675 5962804.4053 5962802.1263 5962799.8472 5962839.8850 5962837.6059 5962835.3269 5962875.3647 5962873.0856 5962870.8066 5962913.4124 5962908.8200 5962903.9911 WATERFRONT POINT TABLE POINT # W161 W162 W163 W164 W165 W166 W167 W168 W169 W170 W171 W172 W173 W174 W175 W176 W177 W178 W179 W180 DESCRIPTION DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING EDGE DECORATIVE PAVING EDGE DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING PT DECORATIVE PAVING EDGE DECORATIVE PAVING EDGE DECORATIVE PAVING EDGE PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT NORTHING 2528055.8767 2528051.4263 2528046.9759 2528046.4864 2528042.3624 2528061.9751 2528057.5248 2528053.0744 2528058.6775 2528054.4812 2528050.6685 2528109.7696 2528111.6379 2528111.8818 2528113.6531 2528118.0136 2528119.3448 2528119.2687 2528120.6997 2528135.2399 EASTING 5962808.4709 5962806.1919 5962803.9129 5962786.0760 5962788.8385 5962843.9506 5962841.6716 5962839.3926 5962857.6605 5962851.4496 5962845.8065 5962747.7719 5962746.6958 5962745.7255 5962744.6250 5962745.3342 5962746.9393 5962747.9369 5962749.5496 5962758.2030 WATERFRONT POINT TABLE POINT # W181 W182 W183 W184 W185 W186 W187 W188 W189 W190 W191 W192 W193 W194 W195 W196 W197 W198 W199 W200 DESCRIPTION PAVING PT PAVING PT PAVING RADIUS CP PAVING RADIUS CP PAVING PT PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT BOLLARD CP BENCH CP BENCH CP PAVING PT PAVING PT NORTHING 2528134.7429 2528155.9652 2528135.8984 2528157.4063 2528160.3118 2528158.1152 2528155.1152 2528153.4958 2528172.3383 2528178.6665 2528181.2578 2528192.5051 2528192.2703 2528189.2455 2528189.0741 2528174.9416 2528179.2985 2528185.0237 2528180.9970 2528186.0979 EASTING 5962763.8984 5962774.1037 5962761.1298 5962771.4725 5962770.7255 5962753.1115 5962753.1010 5962750.5756 5962775.4603 5962775.0695 5962776.1121 5962794.3726 5962797.1559 5962799.7750 5962802.6315 5962778.1017 5962783.5024 5962792.7972 5962816.0740 5962813.9400 WATERFRONT POINT TABLE POINT # W201 W202 W203 W204 W205 W206 W207 W208 W209 W210 W211 W212 W213 W214 W215 W216 W217 W218 W219 W220 DESCRIPTION PAVING PT PAVING RADIUS CP PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING RADIUS CP PAVING RADIUS CP PAVING RADIUS CP WALL RADIUS CP PAVING RADIUS CP PAVING PT PAVING PT ALIGNMENT #11 BP ALIGNMENT #6 EP ALIGNMENT #5 BP OUTLET BOX CP OUTLET BOX CP OUTLET BOX CP OUTLET BOX CP NORTHING 2528202.1522 2528183.9969 2528201.1660 2528200.4446 2528180.7310 2528176.8177 2528179.5537 2528100.1829 2528116.7809 2528069.4558 2528107.6721 2528210.7286 2528232.1285 2528169.5555 2528233.8888 2528397.3377 2528059.6198 2528078.3882 2528053.5117 2528072.2801 EASTING 5962827.2088 5962816.0814 5962832.5874 5962829.6754 5962839.4288 5962835.4390 5962836.6695 5962773.6472 5962868.9262 5962829.3633 5962740.7292 5962840.7428 5962842.6284 5962725.2012 5962837.9485 5963075.2243 5962800.1870 5962796.9610 5962825.5888 5962822.3628 PARKING POINT TABLE POINT # P301 P302 P303 P304 P305 P306 P307 P308 P309 P310 P311 P312 P313 P314 P315 P316 P317 P318 P319 P320 DESCRIPTION PAVING EDGE (ASPHALT) PAVING EDGE (GUTTER) CURB FACE EP CURB BACK EP PAVING EDGE (ASPHALT) PAVING EDGE (GUTTER) CURB FACE EDGE PAVING EDGE (ASPHALT) CURB FACE EDGE CURB FACE PT CURB FACE EDGE CURB FACE PT PAVING EDGE (ASPHALT) PAVING EDGE (ASPHALT) CURB MP ADA SIGN CP CURB FACE EP PAVING EDGE (ASPHALT) CURB FACE EP CURB FACE EP NORTHING 2528714.4449 2528716.4433 2528718.1919 2528718.6915 2528716.3790 2528718.7690 2528720.5178 2528706.1709 2528707.8230 2528707.8041 2528687.8374 2528687.8184 2528687.7861 2528686.7647 2528666.3304 2528658.2850 2528665.2993 2528502.5603 2528503.8734 2528665.1111 EASTING 5962961.6357 5962961.5555 5962961.4853 5962961.4653 5963014.8554 5963027.3914 5963027.3252 5963025.8668 5963030.8079 5963030.3082 5963031.5644 5963031.0648 5963026.5628 5962999.5800 5963014.8654 5963008.0643 5963017.4052 5963030.0830 5963031.5916 5963012.4088 PARKING POINT TABLE POINT # P321 P322 P323 P324 P325 P326 P327 P328 P329 P330 P331 P332 P333 P334 P335 P336 P337 P338 P339 P340 DESCRIPTION CURB FACE PT NOT USED CURB FACE PT CURB RADIUS CP CURB FACE PT CURB RADIUS CP CURB FACE PT PAVING EDGE (ASPHALT) CURB FACE PT CURB FACE EDGE CURB FACE EDGE PAVING EDGE CURB RAMP CL EP CURB RAMP CL EP CURB RAMP CL EP ADA SIGN CP ALIGNMENT #5 EP FLOW LINE PAVING EDGE PAVING EDGE NORTHING 2528500.8055 2530509.0786 2528483.1239 2528483.1239 2528443.7880 2528443.7880 2528421.2235 2528443.0348 2528416.3718 2528400.5658 2528400.0203 2528418.3205 2528399.8130 2528396.4213 2528396.2062 2528398.9578 2528395.7515 2528425.0977 2528441.6825 2528416.3797 EASTING 5963034.2617 5966524.3245 5963048.6545 5963033.6545 5963048.6545 5963023.6545 5963034.4176 5963046.6422 5963033.6108 5963049.7599 5962998.9628 5962980.2652 5962979.9139 5962989.9510 5962969.9521 5962993.3599 5962927.5343 5963040.2579 5962920.7285 5962905.2165 PARKING POINT TABLE POINT # P341 P342 P343 P344 P345 P346 P347 P348 P349 P350 P351 P352 P353 P354 P355 P357 P358 P359 P360 P361 DESCRIPTION CURB FACE PT CURB FACE PT CURB FACE PT CURB FACE PT CURB FACE EP PAVING EP (ASPHALT) PAVING PT PAVING PT PAVING PT PAVING EP PAVING EP PAVING RADIUS CP PAVING RADIUS CP PAVING RADIUS CP CURB FACE EDGE STRIPING EDGE STRIPING EP STRIPING EP STRIPING EP STRIPING EP NORTHING 2528419.4513 2528423.7308 2528423.5232 2528442.6007 2528445.9471 2528459.6703 2528454.1207 2528443.5222 2528443.8044 2528458.2856 2528458.3599 2528468.5208 2528463.8035 2528408.7314 2528399.2019 2528465.7749 2528481.3476 2528444.0913 2528444.7783 2528482.0372 EASTING 5962902.0782 5962891.4483 5962868.8465 5962831.5958 5962829.2378 5962844.0344 5962847.9448 5962868.6495 5962899.3642 5962918.4044 5962919.5687 5962868.3810 5962899.1806 5962891.5861 5962922.7672 5962950.5632 5962965.8049 5962941.9036 5963005.3999 5963029.3011 PARKING POINT TABLE POINT # P362 P363 P364 P365 DESCRIPTION STRIPING EDGE STRIPING CP STRIPING CP CURB RADIUS CP NORTHING 2528460.1831 2528434.5550 2528491.5526 2528418.5158 EASTING 5963020.4773 5962981.1375 5962980.6140 5963035.7092 WATERFRONT POINT TABLE POINT # W221 W222 W223 W224 W225 DESCRIPTION OUTLET BOX CP OUTLET BOX CP OUTLET BOX CP ELLIPSE CL ELLIPSE CL NORTHING 2528091.0485 2528067.7511 2528086.5195 2528226.8935 2528122.8799 EASTING 5962819.1368 5962847.4932 5962844.2672 5963044.4640 5962921.3962 G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_LAYO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 Layout Notes and
Legend SSGMBJ L5.0126
AMPHITHEATER POINT TABLE POINT # A401 A402 A403 A404 A405 A406 A407 A408 A409 A410 A411 A412 A413 A414 A415 A416 A417 A418 A419 A420 DESCRIPTION PAVING EDGE PAVING PT PAVING RADIUS CP BOLLARD CP ELLIPSE CL PAVING EDGE PAVING EDGE PAVING EDGE PAVING EDGE PAVING EDGE PAVING RADIUS CP PAVING PT PAVING PT PAVING RADIUS CP PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING PT PAVING PT NORTHING 2528319.9014 2528376.1851 2528384.6165 2528378.9307 2528366.2525 2528353.5046 2528362.5253 2528398.6948 2528348.1993 2528343.0874 2528345.2078 2528355.0703 2528348.4179 2528350.7406 2528323.2955 2528324.0735 2528322.4143 2528310.6652 2528289.8786 2528343.8771 EASTING 5963028.4456 5962964.8141 5962966.2332 5962957.7745 5962963.5717 5962899.9244 5962895.0233 5962922.5706 5962868.6090 5962870.5055 5962868.3833 5962845.3078 5962838.3794 5962842.8071 5962848.2025 5962851.0998 5962853.5992 5962858.0614 5962852.6363 5962829.4610 AMPHITHEATER POINT TABLE POINT # A421 A422 A423 A424 A425 A426 A427 A428 A429 A430 A431 A432 A433 A434 A435 A436 A437 A438 A439 A440 DESCRIPTION PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT BENCH CP BENCH CP BOLLARD CP PAVING PT PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING RADIUS CP PAVING PT NORTHING 2528344.6750 2528342.7076 2528343.4180 2528360.1642 2528362.9556 2528365.9270 2528368.7844 2528350.9974 2528359.5188 2528366.0127 2528381.1681 2528376.2147 2528379.6202 2528387.3406 2528392.6505 2528390.0678 2528406.4305 2528405.4076 2528404.9411 2528434.1634 EASTING 5962826.7098 5962823.2416 5962820.5399 5962807.1064 5962806.9989 5962809.6830 5962809.5025 5962821.5648 5962814.7266 5962811.1080 5962823.3657 5962816.1988 5962819.1403 5962799.0647 5962798.7883 5962800.3146 5962813.8856 5962819.4533 5962816.4898 5962820.4444 AMPHITHEATER POINT TABLE POINT # A441 A442 A443 A444 A445 A446 A447 A448 A449 A450 A451 A452 A453 A454 A455 A456 A457 A458 A459 A460 DESCRIPTION PAVING PT PAVING RADIUS CP PAVING RADIUS CP PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING EP PAVING EP ALIGNMENT BP PAVING EP PAVING EP PAVING EDGE PAVING EDGE PAVING EP PAVING EP ALIGNMENT #17 BP ALIGNMENT #6 BP PAVING PT NORTHING 2528440.5606 2528436.4521 2528450.0710 2528445.9817 2528431.6321 2528432.0155 2528431.4478 2528431.8312 2528436.7707 2528448.1242 2528438.0051 2528452.1723 2528474.9496 2528464.7265 2528450.8407 2528481.8504 2528480.0104 2528398.7487 2528289.7957 2528380.9230 EASTING 5962822.0402 5962824.8898 5962816.4463 5962819.3234 5962803.6523 5962801.5659 5962800.7426 5962798.6562 5962795.2502 5962811.7153 5962812.5138 5962817.5860 5962841.5049 5962840.5287 5962825.7860 5962847.0732 5962853.0274 5962927.5703 5962847.6370 5962728.3795 AMPHITHEATER POINT TABLE POINT # A461 A462 A463 A464 A465 A466 A467 A468 A469 A470 A471 A472 A473 A474 A475 A476 A477 A478 A479 A480 DESCRIPTION PAVING EDGE CURB BACK EP CURB FACE EP CURB FACE EP CURB BACK EP PAVING EDGE PAVING RADIUS CP PAVING RADIUS CP PAVING PT PAVING PT PAVING PT PAVING RADIUS CP BOLLARD CP ALIGNMENT #12 EP ALIGNMENT #14 EP PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING PT NORTHING 2528385.9504 2528386.6398 2528387.0549 2528355.4616 2528355.0401 2528354.3500 2528384.5440 2528349.1015 2528344.0757 2528336.5002 2528326.6072 2528329.5797 2528332.3255 2528335.0094 2528343.4624 2528344.0403 2528340.6205 2528335.0838 2528316.4167 2528331.4377 EASTING 5962722.1440 5962721.6758 5962721.3970 5962674.7281 5962675.0129 5962675.4801 5962726.1546 5962675.6060 5962677.1237 5962673.7530 5962683.5295 5962676.6437 5962685.0972 5962693.0841 5962698.0328 5962704.4308 5962709.3608 5962707.0488 5962719.4375 5962702.4045 AMPHITHEATER POINT TABLE POINT # A481 A482 A483 A484 A485 A486 A487 A488 A489 A490 A491 A492 A493 A494 A495 A496 A497 A498 A499 A500 DESCRIPTION PAVING RADIUS CP PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING RADIUS CP PAVING PT ALIGNMENT #13 BP ALIGNMENT #13 EP BOTTOM OF RAMP CL TOP OF RAMP CL STAGE EDGE STAGE EDGE BOTTOM OF STAIR CL TOP OF STAIR CL STAGE EDGE STAGE PT STAGE PT STAGE EDGE STAGE EDGE NORTHING 2528325.6859 2528310.8662 2528314.8075 2528308.0529 2528312.4616 2528311.1539 2528328.2951 2528290.4128 2528282.9911 2528302.0229 2528292.2456 2528299.1830 2528269.2952 2528267.7012 2528267.8850 2528265.0932 2528266.0169 2528279.3116 2528291.9041 2528292.5871 EASTING 5962700.6965 5962715.0924 5962715.7754 5962695.0649 5962688.7580 5962692.5383 5962695.2936 5962677.9271 5962720.7481 5962716.3424 5962696.4719 5962721.0169 5962715.8374 5962710.3946 5962707.3817 5962706.8979 5962701.5681 5962692.2006 5962698.4425 5962694.5012 AMPHITHEATER POINT TABLE POINT # A501 A502 A503 A504 A505 A506 A507 A508 A509 A510 A511 A512 A513 A514 A515 A516 A517 A518 A519 A520 DESCRIPTION STAGE RADIUS CP PAVING PT RAMP PT RAMP PT WALL EP BOTTOM OF RAMP STAGE RADIUS CP PAVING PT PAVING RADIUS CP PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING PT PAVING PT PAVING RADIUS CP PAVING PT NORTHING 2528277.3480 2528268.0324 2528296.0620 2528305.4294 2528264.4956 2528300.0523 2528294.0983 2528266.0029 2528265.9623 2528248.8937 2528249.5328 2528243.5417 2528251.9558 2528254.7033 2528259.6123 2528258.6446 2528311.8340 2528238.5456 2528232.5538 2528230.9922 EASTING 5962703.5318 5962688.1298 5962695.1034 5962708.3982 5962710.3465 5962716.0009 5962706.4345 5962680.7073 5962684.7071 5962681.5342 5962687.5001 5962687.1732 5962708.2668 5962705.3597 5962700.4582 5962706.0427 5962709.5080 5962690.3199 5962690.6341 5962684.8409 AMPHITHEATER POINT TABLE POINT # A521 A522 A523 A524 A525 A526 A527 A528 A529 A530 A531 A532 A533 A534 A535 A536 A537 A538 A539 A540 DESCRIPTION ALIGNMENT #12 BP ALIGNMENT #14 BP BOLLARD CP PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING EDGE PAVING RADIUS CP CURB BACK EP CURB FACE EP CURB FACE EP CURB BACK EP PAVING EDGE PAVING RADIUS CP PAVING PT PAVING PT PAVING EDGE PAVING PT PAVING PT NORTHING 2528243.3143 2528233.6890 2528248.5296 2528254.4415 2528253.9592 2528248.4148 2528240.2967 2528229.6808 2528235.3266 2528229.2169 2528228.9386 2528196.1634 2528196.4426 2528196.9064 2528197.4143 2528200.6475 2528165.0528 2528205.6217 2528273.5116 2528298.1843 EASTING 5962677.1944 5962679.0104 5962670.5757 5962671.0241 5962663.5396 5962658.4889 5962658.9122 5962652.4119 5962655.2356 5962651.7196 5962651.3043 5962673.2659 5962673.6826 5962674.3749 5962680.8551 5962686.4939 5962723.0274 5962695.1690 5962636.8862 5962625.7984 AMPHITHEATER POINT TABLE POINT # A541 A542 A543 A544 A545 A546 A547 A548 A549 A550 A551 A552 A553 A554 A555 A556 A557 A558 A559 A560 DESCRIPTION ALIGNMENT #15 BP ALIGNMENT #15 EP CURB RAMP EDGE CURB BACK EP CURB FACE EP PAVING EDGE PAVING EDGE CURB BACK EP CURB FACE EP PAVING EDGE PAVING PT PAVING RADIUS CP PAVING PT ALIGNMENT #16 BP ALIGNMENT #19 BP ALIGNMENT #19 EP ELLIPSE CL ELLIPSE CL ELLIPSE CL ELLIPSE CL NORTHING 2528285.4524 2528315.7687 2528308.5328 2528310.9434 2528311.1411 2528313.4723 2528317.5576 2528319.0038 2528319.4320 2528311.9389 2528303.2000 2528305.7545 2528304.4676 2528388.6450 2528534.1171 2528530.4753 2528275.8990 2528382.8056 2528262.2389 2528168.9924 EASTING 5962638.2217 5962617.3172 5962618.6626 5962613.6307 5962613.1693 5962615.2566 5962619.7277 5962621.8564 5962621.5970 5962623.6021 5962629.6280 5962633.3326 5962637.6447 5962767.7786 5962880.6572 5962914.3108 5962761.6788 5962780.2053 5962840.5039 5962743.1523 PLAYGROUND POINT TABLE POINT # PL701 PL702 PL703 PL704 PL705 PL706 PL707 PL708 PL709 PL710 PL711 PL712 PL713 PL714 PL715 PL716 PL717 PL718 PL719 PL720 DESCRIPTION ALIGNMENT #20 BP ALIGNMENT #20 EP CURB FACE EP CURB FACE EDGE CURB FACE EDGE CURB FACE EP CURB EDGE CURB EDGE CURB RAMP CL EP CURB FACE EP CURB FACE EP PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING PT PAVING PT PAVING EP PAVING EP PAVING PT NORTHING 2528569.9304 2528568.2833 2528561.7090 2528564.0074 2528575.8850 2528577.9530 2528563.9908 2528575.8686 2528569.5693 2528563.6585 2528575.4802 2528575.3634 2528578.3618 2528578.2625 2528580.9719 2528595.1551 2528603.7049 2528618.7709 2528618.8171 2528614.4571 EASTING 5962840.5314 5962790.6759 5962839.8320 5962840.3712 5962841.6944 5962841.7270 5962839.8663 5962841.1964 5962829.6144 5962829.8097 5962829.4191 5962825.8558 5962825.7575 5962822.7591 5962822.6695 5962825.9914 5962828.8755 5962829.9550 5962824.0070 5962823.9097 PLAYGROUND POINT TABLE POINT # PL721 PL722 PL723 PL724 PL725 PL726 PL727 PL728 PL729 PL730 PL731 PL732 PL733 PL734 PL735 PL736 PL737 PL738 PL739 PL740 DESCRIPTION PAVING PT PAVING PT PAVING RADIUS CP DRINKING FOUNTAIN CP PAVING PT PAVING PT TRASH CP RECYCLING CP PAVING PT PAVING RADIUS CP PAVING PT PAVING PT PAVING RADIUS CP PAVING EDGE PAVING EDGE PAVING EDGE PAVING EDGE PAVING PT PAVING PT PAVING PT NORTHING 2528604.6395 2528599.9021 2528602.3896 2528594.3214 2528595.8932 2528595.6335 2528594.0988 2528594.0014 2528590.4712 2528590.6363 2528583.9202 2528580.5413 2528583.7468 2528570.0250 2528564.9880 2528565.1730 2528558.3520 2528558.1965 2528559.6082 2528562.7769 EASTING 5962822.9487 5962821.6109 5962815.6057 5962806.6832 5962815.8203 5962807.9617 5962815.9104 5962812.7460 5962803.1296 5962808.1268 5962803.3460 5962793.9411 5962798.0989 5962790.6524 5962790.6690 5962778.9400 5962778.9810 5962788.8420 5962793.5078 5962803.1274 PLAYGROUND POINT TABLE POINT # PL741 PL742 PL743 PL744 PL745 PL746 PL747 PL748 PL749 PL750 PL751 PL752 PL753 PL754 PL755 PL756 PL757 PL758 PL759 PL761 DESCRIPTION PAVING PT SIGN CP SIGN CP PAVING EP PAVING EP PAVING PT PAVING PT CURB EP CURB EP ALIGNMENT #26 BP PAVING PT PAVING EDGE SIGN CP PAVING PT PAVING PT PAVING PT CURB EP PAVING EDGE ALIGNMENT #23 EP BENCH CP NORTHING 2528563.1555 2528561.3453 2528560.3276 2528555.2591 2528555.3914 2528560.4092 2528563.5429 2528586.4331 2528587.3799 2528587.2548 2528619.5331 2528642.3217 2528540.1282 2528645.1538 2528654.4816 2528655.1495 2528653.5232 2528650.7522 2528652.1377 2528649.4342 EASTING 5962814.5854 5962815.6902 5962817.6796 5962817.8528 5962823.5849 5962823.4136 5962826.3115 5962787.7522 5962786.2964 5962787.0413 5962760.0788 5962765.2003 5962815.7390 5962769.7640 5962766.1738 5962763.3315 5962760.8890 5962756.7271 5962758.8081 5962766.9714 G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_LAYO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 Layout Notes and
Legend SSGMBJ L5.0227
1. VERIFY ALL DIMENSIONS AND PROJECT LAYOUT PRIOR TO ANY CONSTRUCTION OR INSTALLATION OF MATERIALS. IF LAYOUT CONFLICTS ARISE, CONTACT THE OWNER'S REPRESENTATIVE. 2. OWNER'S REPRESENTATIVE TO APPROVE FRAMEWORK FOR PATHS PRIOR TO CONTRACTOR PLACING CONCRETE. 3. CONTRACTOR SHALL EMPLOY A PROFESSIONAL LAND SURVEYOR TO STAKE PATHS AND PAVING. FINAL LAYOUT WILL BE APPROVED OF BY OWNER'S REPRESENTATIVE. 4. DIMENSIONS ARE TO FACE OF STRUCTURES, PAVING, WALLS, AND CURBS, ETC. UNLESS INDICATED OTHERWISE. 5. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE OF PLANS. 6. ALL CURVED WALLS AND WALKS SHALL HAVE SMOOTH, CONTINUOUS CURVES AS INDICATED. GENERAL LAYOUT NOTES PLAYGROUND POINT TABLE POINT # PL762 PL763 PL764 PL765 PL766 PL767 PL768 PL769 PL770 PL771 PL772 PL773 PL774 PL775 PL776 PL777 PL778 PL779 PL780 PL781 DESCRIPTION PAVING PT PAVING PT PAVING PT PAVING PT ALIGNMENT #21 EP / ALIGNMENT #22 BP ALIGNMENT #23 BP CURB EDGE PAVING EDGE PAVING EDGE PAVING EDGE ALIGNMENT #22 EP CURB EDGE CURB PT CURB PT CURB EP CURB EP CURB EDGE CURB EP PAVING EDGE PAVING EDGE NORTHING 2528608.3491 2528604.1890 2528591.7371 2528596.4013 2528600.7337 2528600.3395 2528593.7493 2528601.7551 2528601.2763 2528600.4318 2528596.4340 2528596.0870 2528564.3716 2528581.1553 2528588.3536 2528569.9844 2528535.1770 2528595.1987 2528533.8396 2528528.2201 EASTING 5962747.7282 5962739.9369 5962757.8679 5962746.4941 5962756.4882 5962744.5572 5962666.2260 5962666.2681 5962651.7760 5962626.2148 5962626.3469 5962736.9824 5962702.2665 5962760.9562 5962761.7290 5962777.8752 5962686.5542 5962710.0943 5962687.0987 5962687.2843 PLAYGROUND POINT TABLE POINT # PL782 PL783 PL784 PL785 PL786 PL787 PL788 PL789 PL790 PL791 PL792 PL793 PL794 PL795 PL796 PL797 PL798 PL799 PL800 PL801 DESCRIPTION SIGN CP SIGN CP SIGN CP PAVING EDGE PAVING EDGE PAVING PT PAVING PT PAVING RADIUS CP PAVING EP PAVING EP PAVING EDGE PAVING PT ALIGNMENT #24 BP PAVING EDGE PICNIC TABLE CP PAVING EDGE ALIGNMENT #24 EP ALIGNMENT #25 BP ALIGNMENT #25 EP PAVING EDGE NORTHING 2528497.7827 2528520.4250 2528497.9674 2528474.2996 2528515.1487 2528504.6962 2528499.8534 2528502.6358 2528452.7481 2528448.4124 2528494.2530 2528505.8127 2528450.5756 2528473.1636 2528514.8905 2528474.1512 2528510.6319 2528499.2397 2528500.0063 2528504.6722 EASTING 5962686.0745 5962697.2014 5962670.7180 5962693.4346 5962700.6041 5962695.8771 5962696.2785 5962700.4328 5962727.8282 5962721.0997 5962690.3970 5962678.6230 5962724.4696 5962692.4551 5962678.2168 5962623.1414 5962684.2399 5962691.8711 5962619.7602 5962616.5000 PLAYGROUND POINT TABLE POINT # PL802 PL803 PL804 PL805 PL806 PL807 PL808 PL809 PL810 PL811 PL812 PL813 PL814 PL815 PL816 PL817 PL818 PL819 PL820 PL821 DESCRIPTION PAVING EDGE PAVING EDGE PAVING PT PAVING PT PAVING PT PAVING PT POST LIGHT CP PAVING PT PAVING PT PAVING PT PAVING PT PICNIC TABLE CP PICNIC TABLE CP CURB EDGE RECYCLING CP TRASH CP PAVING EDGE PAVING EDGE PAVING EDGE PAVING EDGE NORTHING 2528494.9820 2528510.3767 2528516.4734 2528517.0607 2528515.8067 2528517.3684 2528523.2784 2528504.3860 2528502.9067 2528516.6644 2528519.7389 2528568.1885 2528523.1048 2528534.5705 2528540.2558 2528540.5815 2528542.9860 2528543.8550 2528574.9662 2528574.1369 EASTING 5962623.2710 5962624.7149 5962667.9213 5962666.1242 5962634.5180 5962637.1827 5962629.4485 5962628.2793 5962629.1463 5962628.1497 5962628.8808 5962660.0304 5962647.3311 5962668.1960 5962637.7829 5962641.2033 5962636.2050 5962646.6456 5962643.9478 5962633.4732 PLAYGROUND POINT TABLE POINT # PL822 PL823 PL824 PL825 PL826 PL827 PL828 PL829 PL830 PL831 PL832 PL833 PL834 PL835 PL836 PL837 PL838 PL839 PL840 PL841 DESCRIPTION BICYCLE RACK CP ALIGNMENT #21 BP PICNIC TABLE CP SWING EP CURB PT SWING EP PLAY EQ FOOTING EDGE PLAY EQ FOOTING EDGE PLAY EQ FOOTING EDGE PLAY EQ FOOTING EDGE BENCH CP ALIGNMENT #26 EP BENCH CP BENCH CP BENCH CP BENCH CP BENCH CP PAVING EDGE JOINT PT JOINT PT NORTHING 2528552.1519 2528568.4342 2528579.8491 2528584.6309 2528543.8138 2528549.2335 2528615.6590 2528619.0184 2528610.7328 2528607.3734 2528608.3183 2528601.6342 2528615.2835 2528626.7825 2528633.7112 2528645.0912 2528651.9496 2528632.1591 2528647.6299 2528651.6378 EASTING 5962661.6832 5962795.2421 5962659.6452 5962683.4262 5962690.4381 5962684.5957 5962672.2576 5962677.2289 5962682.8280 5962677.8566 5962654.4243 5962652.5148 5962654.5111 5962655.0775 5962655.7244 5962657.2919 5962658.4589 5962667.3927 5962669.6188 5962675.5465 PLAYGROUND POINT TABLE POINT # PL842 PL843 PL844 PL845 PL846 PL847 PL848 PL849 PL850 PL851 PL852 PL853 PL854 PL855 PL856 PL857 PL858 PL859 PL860 PL861 DESCRIPTION PAVING EDGE PAVING PT PAVING PT CURB EDGE PAVING PT PAVING PT PAVING PT POST LIGHT CP PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PLANTING EDGE PAVING PT PAVING PT PAVING PT PAVING PT PLANTING EDGE NORTHING 2528649.0771 2528632.1060 2528646.3764 2528653.9745 2528656.9130 2528659.2749 2528660.9833 2528591.1655 2528656.4888 2528656.6977 2528661.2342 2528659.8245 2528662.3232 2528672.7608 2528676.3055 2528674.3663 2528673.0882 2528678.0581 2528687.6951 2528689.9579 EASTING 5962687.9953 5962667.8871 5962687.4398 5962689.0027 5962689.6072 5962688.0512 5962679.7462 5962627.2056 5962676.7798 5962675.7645 5962672.6185 5962661.1655 5962666.5850 5962673.4210 5962681.5662 5962687.0036 5962697.1844 5962701.3854 5962709.6179 5962717.7165 PLAYGROUND POINT TABLE POINT # PL862 PL863 PL864 PL865 PL866 PL867 PL868 PL869 PL870 PL871 PL872 PL873 PL874 PL875 PL876 PL877 PL878 PL879 PL880 PL881 DESCRIPTION PAVING PT PAVING PT PAVING PT CURB EP CURB PT CURB PT TOE OF MOUND EDGE TOP OF MOUND EDGE TOE OF MOUND PT TOE OF MOUND PT TOE OF MOUND PT TOE OF MOUND PT PLAY EQ. POST CP PLAY EQ. POST CP PAVING PT PAVING PT PLAY EQ. CL PAVING PT PAVING PT CURB EDGE NORTHING 2528688.8786 2528689.3343 2528675.6084 2528679.8980 2528666.0053 2528656.6635 2528666.1655 2528678.7954 2528666.8976 2528668.7014 2528672.3574 2528675.9446 2528677.0369 2528676.2813 2528676.8638 2528678.3942 2528680.6582 2528683.4830 2528685.0759 2528685.0399 EASTING 5962736.2197 5962743.1066 5962744.5917 5962752.7350 5962756.2508 5962758.4532 5962756.2940 5962753.6912 5962745.5789 5962736.8097 5962729.8169 5962726.0472 5962743.0243 5962746.6974 5962738.4887 5962735.5615 5962734.3107 5962730.2139 5962726.9282 5962718.4634 PLAYGROUND POINT TABLE POINT # PL882 PL883 PL884 PL885 PL886 PL887 PL888 PL889 PL890 PL891 PL892 PL893 PL894 PL895 PL896 PL897 PL898 PL899 PL900 PL901 DESCRIPTION PLAY EQ. FOOTING EDGE PLAY EQ. FOOTING EDGE PLAY EQ. FOOTING EDGE PLAY EQ. FOOTING EDGE TOP OF MOUND EDGE CURB PT / TOE OF MOUND CURB PT PAVING PT PAVING PT PAVING PT PAVING PT PLAY EQ. EDGE PLAY EQ. EDGE PLAY EQ. CP PLAY EQ. CP PLAY EQ. EDGE MP PLAY EQ. EDGE MP PLAY EQ. CP PLAY EQ. EDGE PLAY EQ. EDGE NORTHING 2528673.5541 2528670.7967 2528676.4518 2528673.6944 2528683.7217 2528676.9569 2528670.6514 2528682.9149 2528676.9751 2528668.4553 2528668.7582 2528613.6706 2528613.5013 2528645.7696 2528630.8785 2528629.1879 2528632.5556 2528613.7265 2528618.6490 2528630.0036 EASTING 5962724.7897 5962727.6874 5962727.5471 5962730.4448 5962718.6636 5962715.6236 5962711.7324 5962711.1431 5962706.2668 5962699.0649 5962686.7088 5962724.2045 5962719.0823 5962706.4164 5962688.9971 5962687.3727 5962690.6022 5962699.0389 5962742.0723 5962748.3335 PLAYGROUND POINT TABLE POINT # PL902 PL903 PL904 PL905 PL906 PL907 PL908 PL909 PL910 PL911 PL912 PL913 PL914 PL915 PL916 PL917 PL918 PL919 PL920 PL921 DESCRIPTION PLAY EQ. FOOTING EDGE PLAY EQ. FOOTING EDGE PLAY EQ. FOOTING EDGE PLAY EQ. FOOTING EDGE PLAY EQ. CL EP PLAY EQ. CL EP PLAY EQ. CP PLAY EQ. EP PLAY EQ. EP PLAY EQ. EP CURB PT FOOTING CP PLAY EQ. FOOTING CP PLAY EQ. FOOTING CP PLAY EQ. FOOTING CP PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT NORTHING 2528640.6789 2528643.4997 2528657.2125 2528654.3917 2528653.1473 2528676.6591 2528644.1642 2528649.3139 2528639.7524 2528658.7059 2528536.9612 2528561.1599 2528561.0443 2528572.7046 2528572.8202 2528517.1890 2528515.1678 2528502.6498 2528504.6284 2528502.5195 EASTING 5962744.5686 5962730.8557 5962733.6765 5962747.3894 5962740.0687 5962744.8608 5962672.2490 5962671.6378 5962670.0680 5962683.6060 5962686.4953 5962685.9527 5962682.4546 5962682.0693 5962685.5674 5962654.0558 5962656.0344 5962653.9007 5962655.9224 5962665.9000 PLAYGROUND POINT TABLE POINT # PL922 PL923 PL924 PL925 PL926 PL927 PL928 PL929 PL930 PL931 DESCRIPTION PAVING PT PAVING PT PAVING PT PAVING PT PAVING EP PAVING EP PAVING EDGE PLAY EQ. CP PLAY EQ. CP PLAY EQ. CP NORTHING 2528504.5407 2528515.0828 2528517.0564 2528502.3969 2528524.8168 2528527.8510 2528518.1831 2528644.1805 2528636.0563 2528633.4775 EASTING 5962663.9219 5962664.0340 5962666.5310 5962677.1903 5962710.3178 5962707.2260 5962697.5121 5962685.2100 5962677.7266 5962670.4339 G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_LAYO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 Layout Notes and
Legend SSGMBJ L5.0328
T R T R e e e sd sd sd sd sd sd gas gas gas gas sd sd sd ss ss ss ss p p e e e e e e sd sd e e ss ss ss ss ss WATER w w w w w w_______ LF __"Ø ___ _______ LF __"Ø ___ _______ LF __"Ø ___ sd sd ss ss sse e ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas gas gas gas gas W W W sd sd ss ss e e e e e sd sd sd sd sd sd gas gas gas gas sd sd sdss ss ss ss p p e e e e e e sd sd e e ss ss ss ss ss WATER w w w w w w_______ LF __"Ø ___ _______ LF __"Ø ___ _______ LF __"Ø ___ sd sd ss ss sse e ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas gas gas gas gas W W W sd sd ss ss e e T R T R LIMIT OF WORK FRONT STREET PLAY STREET FRED ENDERT MUNICIPAL POOL REDWOOD DISCOVERY CENTER W1 W2 W3 W4 12'-0" 4'-0" W5 W6W7 W8 W9 R=2'-0" TYP W10 W11 0+00 1+00 0+28.56 0+60.27 0+00 0+00 C1 C2 C4 C5 L2 W12 W13 W14 W15 W16 W17 W18 W19 W20 P301 P302 P303 P304 P305 P306 P307 P308 R=2'-6" TYPP309 P310 3'-0" MINP311 P312 P313 P314 P315 P316 P317 P320 12'-0" 9'-0" 5'-0" 9'-0" TYP AL1 AL 2 AL 3 1 0+00 20'-0" LEGENDSYMBOL ITEM LINEAR DIMENSION RADIUS DIMENSION POINT PATH CENTERLINE ALIGNMENT AND STATION XXX R=5'-0" 1. NEW PAVNG TO BE FLUSH WITH EXISTING PAVING. 2. ELLIPSE CENTERLINE INDICATED FOR REFERENCE ONLY. 3. PROPOSED LAYOUT FOR (7) ELECTRICAL OUTLET BOXES AND (5) FOOD TRUCK PEDESTALS. FIELD LOCATED FOOD TRUCK PEDESTALS PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. SEE ELECTRICAL FOR SPECIFICATIONS. LAYOUT KEY NOTES X G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_LAYO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Layout Plan SSGMBJ L5.0429 MATCHLINE SEE SHEET L5.06
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1 1 AL 22 AL 19 0+00 20'-0" LEGENDSYMBOL ITEM LINEAR DIMENSION RADIUS DIMENSION POINT PATH CENTERLINE ALIGNMENT AND STATION XXX R=5'-0" 1. NEW PAVNG TO BE FLUSH WITH EXISTING PAVING. 2. ELLIPSE CENTERLINE INDICATED FOR REFERENCE ONLY. 3. PROPOSED LAYOUT FOR (7) ELECTRICAL OUTLET BOXES AND (5) FOOD TRUCK PEDESTALS. FIELD LOCATED FOOD TRUCK PEDESTALS PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. SEE ELECTRICAL FOR SPECIFICATIONS. LAYOUT KEY NOTES X
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_LAYO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH L5.08 Layout Plan SSGMBJ L5.0530 MATCHLINE SEE SHEET L5.07 MATCHLINE SEE SHEET L5.06 MATCHLINE SEE SHEET L5.04
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R=20'-0" P318 P319 P321 P324 P323 P325 P326 P327 P328 P329 P330 P331 P332 P333 P334 P335 P336 P337 P338 P339 P340 P341 P342 P343 P344 P345 P346 P347 P348 P349 P350 P351 P352 P353 P354 P355 R=15'-0" R=15'-0" P357 P358 P359 P360 P361 P362 P363 P364 P365 A401 A402A403 R=8'-6 1/2" A404 A405 A406 A407 A408 A409 A410 A411
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10'-0" W224 AL 18 0+00 20'-0" LEGENDSYMBOL ITEM LINEAR DIMENSION RADIUS DIMENSION POINT PATH CENTERLINE ALIGNMENT AND STATION XXX R=5'-0" 1. NEW PAVNG TO BE FLUSH WITH EXISTING PAVING. 2. ELLIPSE CENTERLINE INDICATED FOR REFERENCE ONLY. 3. PROPOSED LAYOUT FOR (7) ELECTRICAL OUTLET BOXES AND (5) FOOD TRUCK PEDESTALS. FIELD LOCATED FOOD TRUCK PEDESTALS PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. SEE ELECTRICAL FOR SPECIFICATIONS. LAYOUT KEY NOTES X
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_LAYO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Layout Plan SSGMBJ L5.0631
MATCHLINE SEE SHEET L5.07 MATCHLINE SEE SHEET L5.02 MATCHLINE SEE SHEET L5.01 ss w w w ss ss ss ss ss 139 LF __"Ø ___ ss ss ss ss ss ss ss ss ss w w w ss ss ss ss ss 139 LF __"Ø ___ ss ss ss ss ss ss ss ss T R TR
LIMIT OF WORK LIMIT OF WORK
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L12 W65R=4'-6" R=1'-6" R=5'-0" TYP A409 A410 R=5'-0" R=3'-0" A411 A412 A414 R=3'-0" A431 A437 A438 A439 A440 A441 A442A443 A444 A445 A446 A447 A448 A449 A450 A451 A452A455 AL 6 AL 9 AL 8 AL 10 AL 12 AL 14 AL 15 AL 10 AL 16 AL 11 AL 13 W225 0+00 20'-0" LEGENDSYMBOL ITEM LINEAR DIMENSION RADIUS DIMENSION POINT PATH CENTERLINE ALIGNMENT AND STATION XXX R=5'-0" 1. NEW PAVNG TO BE FLUSH WITH EXISTING PAVING. 2. ELLIPSE CENTERLINE INDICATED FOR REFERENCE ONLY. 3. PROPOSED LAYOUT FOR (7) ELECTRICAL OUTLET BOXES AND (5) FOOD TRUCK PEDESTALS. FIELD LOCATED FOOD TRUCK PEDESTALS PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. SEE ELECTRICAL FOR SPECIFICATIONS. LAYOUT KEY NOTES X G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_LAYO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" L5.10 NORTH Layout Plan SSGMBJ L5.0732 MATCHLINE SEE SHEET L5.05
MATCHLINE SEE SHEET L5.06 L5.09
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R=21'-0" R=82'-0" R=144'-8 3/4" PL722 PL723 PL724 PL725 PL726 PL727 PL728 PL729PL730 PL731 PL732 PL733 R=5'-3" PL734 PL735 PL736 PL737 PL738 PL739 PL740 PL741 PL742 PL743 PL744 PL745 PL746 PL747 PL748 PL749 PL750 PL751 3+26.79 0+00
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3+00 PL752 PL754PL755 PL756 PL757 PL758 PL759 PL761 PL762 PL763 PL764 PL765 PL766 PL767 PL768 PL769 PL770 PL771 PL772 PL773 PL774 R=5'-0" R=3'-0"
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R=5'-0" PL845PL846 PL847 PL848 PL849 PL850 PL851 PL852 PL853 PL854 PL855 PL856PL857 PL858 PL859 PL860 PL861 R=41'-0" PL862 PL863 PL864 PL865 PL866 PL867 PL868 PL869 PL870 PL871 PL872 PL873 PL874 PL875 PL876 PL877 PL878 PL879 PL880PL881 R=14'-6"
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5'-0" 0+00 20'-0" LEGENDSYMBOL ITEM LINEAR DIMENSION RADIUS DIMENSION POINT PATH CENTERLINE ALIGNMENT AND STATION XXX R=5'-0" 1. NEW PAVNG TO BE FLUSH WITH EXISTING PAVING. 2. ELLIPSE CENTERLINE INDICATED FOR REFERENCE ONLY. 3. PROPOSED LAYOUT FOR (7) ELECTRICAL OUTLET BOXES AND (5) FOOD TRUCK PEDESTALS. FIELD LOCATED FOOD TRUCK PEDESTALS PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. SEE ELECTRICAL FOR SPECIFICATIONS. LAYOUT KEY NOTES X
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_LAYO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH Layout Plan Enlargement SSGMBJ L5.0833
LIMIT OF WORK
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10'-0" A413 A415 A416 A417 A418 A419 A420 A421 A422 A423 A424 A425 A426 A427A428 A429 A430 A432 A433 A434 A435 A436 A459 A460 W214 A461 A462 A464 A463 A465 A466 A467 A468 A469 A470A471 A472 A473 A474 A475 A476 A477 A478 A479 R=4'-0"
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G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_LAYO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 Xref G:\Projects\220065.1_Crescent_City_Beachfront_Park\02_Production\01_CAD\02_Xrefs\X_SeaReach\X_redwood.dwg Xref G:\Projects\220065.1_Crescent_City_Beachfront_Park\02_Production\01_CAD\02_Xrefs\X_SeaReach\X_burden basket.dwg KEY MAP 02/20/2026 03/31/2027 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH Layout Plan Enlargement SSGMBJ L5.0934
w w w w w 139 LF __"Ø ___ ss ss ss ss ss ss ss ss w w w w w 139 LF __"Ø ___ ss ss ss ss ss ss ss ss T R ● ● ● ● ● ● LIMIT OF WORK 2+04.64 2+00 1+00 0+00 0+91.59 0+00 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C44 L8 W66 W67 W68 W69 W70 W71 R=2'-0" W72 W73 W74 W75 W76 W78 W77 W79 1'-0" W100 W99 W101 W98 W97 W96 W95 W80 W102 W103 W104 W105 W106 1'-9" W107 W108 W109 W110 W111 W112 W113 W114 W115 W116 W117 W118 W119 W120 W121 W122 W123 W124 W125 W126 W127 W128 W129 W130 W131 W132 W133 W134 W135 W136 W137 W138 W139 W140 W141 W142 W143 W144 W145 W146 W147 W148 W149 W150 W151 W152 W153 W154 W155 W156 W157 W160 W159 W158 W161 W162 W163 W164 W165 W166 W167 W168 W171 W170 W169 R=30'-0" R=30'-0" R=30'-0" R=30'-0" R=30'-0" R=30'-0" TYP
R=30'-0" W172 W173 R=6'-0" R=1'-6"
R=3'-0" R=3'-0"
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R=40'-0" 8'-0" 10'-0"
10'-0"
10'-0" 10'-0" 16'-0" 10'-0" W174 W175W176 W177 W178 W179 4'-0" W180 W181 W182 W183 R=3'-0"R=3'-0" R=3'-0" R=3'-0" W184 W185 W186 W187 W188 W189 W190W191 W192 W193 W194 W196 W197 W195 W198 W199 W200 W201 W202 W203 W204 W205 W206 W207 R=14'-0" R=125'-0" R=45'-0" R=14'-0"
R=200'-0" W208 W209 W210 W211 W212 W213 W214 W215 A537 3'-0" TYP 1 2 1'-0" 17'-9" W217 W218W219 W220 W221 W222 W223 3 3 TYP A560 3 0+00 20'-0" LEGENDSYMBOL ITEM LINEAR DIMENSION RADIUS DIMENSION POINT PATH CENTERLINE ALIGNMENT AND STATION XXX R=5'-0" 1. NEW PAVNG TO BE FLUSH WITH EXISTING PAVING. 2. ELLIPSE CENTERLINE INDICATED FOR REFERENCE ONLY. 3. PROPOSED LAYOUT FOR (7) ELECTRICAL OUTLET BOXES AND (5) FOOD TRUCK PEDESTALS. FIELD LOCATED FOOD TRUCK PEDESTALS PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. SEE ELECTRICAL FOR SPECIFICATIONS. LAYOUT KEY NOTES X G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_LAYO_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH Layout Plan Enlargement SSGMBJ L5.1035
T R T R e e e sd sd sd sd sd sd gas gas gas gas sd sd sd ss ss ss ss p p e e e e e e sd sd e e ss ss ss ss ss w w w w w w sd sd ss ss sse e CP 310 CP 315 CP 318 CP 320 ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas gas gas gas gas W W W sd sd ss ss e e e e e sd sd sd sd sd sd gas gas gas gas sd sd sdss ss ss ss p p e e e e e e sd sd e e ss ss ss ss ss w w w w w w sd sd ss ss sse e CP 310 CP 315 CP 318 CP 320 ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas gas gas gas gas W W W sd sd ss ss e e T R T R LIMIT OF WORK FRONT STREET PLAY STREET FRED ENDERT MUNICIPAL POOL REDWOOD DISCOVERY CENTER T R T R 1.0% 1.2% EG/FS 14.79 EG/FS 14.74 EG/FS 11.31 FS 11.98 FS 11.82 FS 11.71 FS 11.64 EG/FS 11.26 EG/FS 11.12 EG/FS 12.25 FS 11.77 FS 11.63 FS 11.51 EG/FS 12.10 1.8% EG/FS 10.81 FS 11.68 TC 12.10 BC 11.79 FS 11.81 FS 11.72 FS 12.16 BR 11.77 BR 11.78 TR 12.17 6.8% 8.0% TR 12.25 EG/FS 10.77 TC 11.27 TC 11.09 TC 11.61 TC/FS 12.24 TC 11.92 TC 11.54 BC 11.43 BC 11.04 FS 11.89 FS 11.57 1.0% 12 12 12 1314 12 FS 11.46 BC 11.48 BC 11.80 EG/FS 11.45 1.8% 1.8% EG/FS 11.07 EG/FS 11.00 BC 10.83 TC 10.94 TC 10.92 BC 10.92 BC 10.94 EG/FS 10.98 BC 10.73 TC 11.36 1.9% FS 12.09 BC 11.11 TC 11.40 11 3 BC 10.87 BC 10.90 TC 11.40 TC/FS 12.20 TC/FS 12.09 4 12 12 11 EG/FS 11.42 TC 11.99 EG/FS 11.04 TC/FS 11.69 203 205 SYMBOL GRADING AND DRAINAGE LEGEND GRADE BREAK SPOT ELEVATION PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR SURFACE SLOPE PERCENTAGE FRENCH DRAIN - SEE CIVIL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR ITEM XX% TRENCH DRAIN - SEE CIVIL DRAINAGE FLOW - SEE CIVIL FS XX.XX 205 203 1. VERIFY ALL EXISTING GRADES IN THE FIELD PRIOR TO COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2. MAXIMUM SLOPES FOR WALKWAYS AND SIDEWALKS (WITHOUT HANDRAILS) TO BE 2% (CROSS SLOPE) AND 5% (LONGITUDINAL SLOPE). MAXIMUM SLOPES FOR RAMPS SHALL NOT BE GREATER THAN 1V:12H (8.33%) AND RAMP RUNS TO HAVE A LANDING EVERY 30" RISE IN ELEVATION. 3. WHERE NEW FINISH GRADES TIE INTO EXISTING GRADES, EARTHWORK SHALL BE BLENDED SMOOTHLY WITH ROUNDED AND SEAMLESS TRANSITIONS. GRADING NOTES 1. PROPOSED PAVING TO BE FLUSH WITH EXISTING PAVING. 2. EXISTING CROSS SLOPE MAY EXCEED 2%. FINAL GRADING EXTENT OF PROPOSED PAVING TO BE RESOLVED IN THE FIELD. VERIFY EXISTING CONDITIONS AND NOTIFY LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. SLOPE TO NOT EXCEED 2% IN ANY DIRECTION WITHIN ADA STALLS AND ACCESS AISLES. 4. LOW CURB CONDITION. FIELD VERIFY EXISTING GRADE. 5. SUB SURFACE FRENCH DRAIN - SEE CIVIL. GRADING KEY NOTES X EG = EXISTING GRADE FS = FINISHED SURFACE FG = FINISHED GRADE BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL TC = TOP OF CURB TR = TOP OF RAMP TS = TOP OF STAIR TW = TOP OF WALL RIM = RIM ELEVATION GRADING ABBREVIATIONS G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_GRAD_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Grading Plan PGGMBJ L6.0136 MATCHLINE SEE SHEET L6.03
MATCHLINE SEE SHEET L6.02
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1 15 15 15 13 13 14 16 13 13 12 13 1212 1314 1413 12 12 12 16 1413 13 13 12 203 205 SYMBOL GRADING AND DRAINAGE LEGEND GRADE BREAK SPOT ELEVATION PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR SURFACE SLOPE PERCENTAGE FRENCH DRAIN - SEE CIVIL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR ITEM XX% TRENCH DRAIN - SEE CIVIL DRAINAGE FLOW - SEE CIVIL FS XX.XX 205 203 1. VERIFY ALL EXISTING GRADES IN THE FIELD PRIOR TO COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2. MAXIMUM SLOPES FOR WALKWAYS AND SIDEWALKS (WITHOUT HANDRAILS) TO BE 2% (CROSS SLOPE) AND 5% (LONGITUDINAL SLOPE). MAXIMUM SLOPES FOR RAMPS SHALL NOT BE GREATER THAN 1V:12H (8.33%) AND RAMP RUNS TO HAVE A LANDING EVERY 30" RISE IN ELEVATION. 3. WHERE NEW FINISH GRADES TIE INTO EXISTING GRADES, EARTHWORK SHALL BE BLENDED SMOOTHLY WITH ROUNDED AND SEAMLESS TRANSITIONS. GRADING NOTES 1. PROPOSED PAVING TO BE FLUSH WITH EXISTING PAVING. 2. EXISTING CROSS SLOPE MAY EXCEED 2%. FINAL GRADING EXTENT OF PROPOSED PAVING TO BE RESOLVED IN THE FIELD. VERIFY EXISTING CONDITIONS AND NOTIFY LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. SLOPE TO NOT EXCEED 2% IN ANY DIRECTION WITHIN ADA STALLS AND ACCESS AISLES. 4. LOW CURB CONDITION. FIELD VERIFY EXISTING GRADE. 5. SUB SURFACE FRENCH DRAIN - SEE CIVIL. GRADING KEY NOTES X EG = EXISTING GRADE FS = FINISHED SURFACE FG = FINISHED GRADE BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL TC = TOP OF CURB TR = TOP OF RAMP TS = TOP OF STAIR TW = TOP OF WALL RIM = RIM ELEVATION GRADING ABBREVIATIONS G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_GRAD_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Grading Plan PGGMBJ L6.0237 MATCHLINE SEE SHEET L6.04 MATCHLINE SEE SHEET L6.03 MATCHLINE SEE SHEET L6.01 L6.05
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■
■
■
■
■
■
9.50 9.00
12.14 12.14
9.50 9.50
11.58 11.58
10 11
12 13 101112
9.11 9.20
11.85 9.90
11.50 11.50
9.42 10.10
9.52 11.50
11.50 11.52 9.13
9.11 9.12
9.90 SD
SD
LIMIT OF WORK
LIMIT OF WORK FRED ENDERT MUNICIPAL POOL EG/FS 12.08 FS 11.75 EG/FS 12.22 EG/FS 13.75 EG/FS 13.87 TC 13.80 TC 13.77
0.8%
1.0%
4.7%
1.3%
1.6%
0.8%
8:1 EG/FS 14.79 EG/FS 11.75 EG/FS 14.74 FS 11.63 EG/FS 11.63 TC 12.20 TC 12.17 FS 15.83 FS 15.60
1.0%
0.75% EG/FS 15.28 EG/FS 15.28 FS 12.88 FS 13.12 FS 12.45 FS 11.98 FS 11.82
1.85%
1.8% MAX
1.8% FS 14.81 FS 14.98 FS 15.20 FS 15.20 BC 12.25 FS 14.30 FS 12.92 FS 12.78 EG/FS 12.64 EG/FS 12.72 EG/FS 12.69 EG/FS 13.05 EG/FS 13.33 EG/FS 12.03 BC 12.03 BC 12.69 BC 13.05 BC 12.52 BC 12.25 TC 12.74
1.0% BC 12.25 TC 12.74 FS 12.03 BC 12.41 BC 12.26 TC 12.82 FS 12.63 FS 12.77 FS 12.84
1.8% MAX FS 12.70 FS 12.63 BC 12.32 TC 13.00 FS 12.22 BC 12.39 FS 12.19 FS 12.22 FS 12.23 FS 12.15 FS 12.15 FS 12.00 FS 12.15 FS 12.00 FS 12.30 FS 12.29 FS 12.39 FS 12.26 FS 12.88 BC 12.15 FS 12.22 FS 12.11 TC 12.65 FS 12.74 FS 12.65 FS 12.49 FS 12.36 EG/FS 13.51
0.6%1.0% FS 12.72
0.74% BC 12.39 TC 12.80 FS 11.91 TC 12.46 FS 12.00
2.5% TC 13.55 FS 12.76
1.0% FS 12.63 FS 12.63 FS 12.59 FS 12.77 FS 12.54 FS 12.72
0.5%
1.5% FS 11.72 FS 12.16
0.8%
8:1 FS 15.79 FS 16.00 FS 16.10 FS 15.69 FS 16.12 FS 15.80
1.0%
1.0%
1.0%
1.0%
1.0%
0.5%
1.0% FS 15.13 FS 15.23
4.0%
1.0%
1.8% FS 14.00 FS 13.89
0.92%
1.0%
1.3%
1.8% TC 12.85 BC 11.61
1.7% FS 11.96 EG/FS 12.54 FS 12.08 FS 12.16 BC 12.25 BC 12.25
2.9% FS 12.58 FS 12.94
1.7% FS 12.32
1.0%
2.89% FS 12.31 FS 12.20 TC 12.63 BC 12.13
1.9%
1.9% FS 11.91
1.7% FS 11.82 BC 12.29 FS 11.69
2.8%
1.0% TC 12.79 FS 12.71
1.5%
1.5% FS 12.64 FS 12.82
1.5%
1.5% FS 12.32
1.0% FS 12.14 FS 12.05
0.75%
2.4%
1:12 FS 11.89
12 12
12 12
12 13
14 15
15 16
15 12
13 14
15 12
13 13
14 14
14 15
15 12
2 1
3 1.95%
0.5%
1.7% FS 12.19 FS 14.00 FS 14.20 10 15 20 10 15 10 16 12 13 13 12 11 14 16 17 18 19 21 22 1112 13 14 14 11 12 13 13 13 13 12
1.5%
0.5% FS 13.18 TC/FS 12.87
8.1%
1.8%
0.8% 22.5 203 205 SYMBOL GRADING AND DRAINAGE LEGEND GRADE BREAK SPOT ELEVATION PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR SURFACE SLOPE PERCENTAGE FRENCH DRAIN - SEE CIVIL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR ITEM XX% TRENCH DRAIN - SEE CIVIL DRAINAGE FLOW - SEE CIVIL FS XX.XX 205 203 1. VERIFY ALL EXISTING GRADES IN THE FIELD PRIOR TO COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2. MAXIMUM SLOPES FOR WALKWAYS AND SIDEWALKS (WITHOUT HANDRAILS) TO BE 2% (CROSS SLOPE) AND 5% (LONGITUDINAL SLOPE). MAXIMUM SLOPES FOR RAMPS SHALL NOT BE GREATER THAN 1V:12H (8.33%) AND RAMP RUNS TO HAVE A LANDING EVERY 30" RISE IN ELEVATION. 3. WHERE NEW FINISH GRADES TIE INTO EXISTING GRADES, EARTHWORK SHALL BE BLENDED SMOOTHLY WITH ROUNDED AND SEAMLESS TRANSITIONS. GRADING NOTES 1. PROPOSED PAVING TO BE FLUSH WITH EXISTING PAVING. 2. EXISTING CROSS SLOPE MAY EXCEED 2%. FINAL GRADING EXTENT OF PROPOSED PAVING TO BE RESOLVED IN THE FIELD. VERIFY EXISTING CONDITIONS AND NOTIFY LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. SLOPE TO NOT EXCEED 2% IN ANY DIRECTION WITHIN ADA STALLS AND ACCESS AISLES. 4. LOW CURB CONDITION. FIELD VERIFY EXISTING GRADE. 5. SUB SURFACE FRENCH DRAIN - SEE CIVIL. GRADING KEY NOTES X EG = EXISTING GRADE FS = FINISHED SURFACE FG = FINISHED GRADE BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL TC = TOP OF CURB TR = TOP OF RAMP TS = TOP OF STAIR TW = TOP OF WALL RIM = RIM ELEVATION GRADING ABBREVIATIONS G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_GRAD_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Grading Plan PGGMBJ L6.0338
MATCHLINE SEE SHEET L6.04 MATCHLINE SEE SHEET L6.02 MATCHLINE SEE SHEET L6.01 ss
w
w
w ss ss ss ss ss
ss ss ss ss ss ss ss ss ss CP 308
w
w
w ss ss ss ss ss
ss ss ss ss ss ss ss ss CP 308
9.50 9.50
9.50 12.46
12.50 11.75
10 11
12 10
11 12
10 11
12 13
14 13
14 12
13 14 9.20
11.75 11.75
11.61 11.61
11.50 11.50
14.00 14.00
14.00 14.00 9.139.12
13.00 12.98
13.02 13.05
SD
SD
SD SD SD
SD
SD
SD
SD
LIMIT OF WORK LIMIT OF WORK
STAMPS WAY HOWE DRIVE
● ● ●
0.8%
2.5% HP 22.65 EG/FS 11.75 FS 11.63 EG/FS 11.63 TC 12.20 TC 12.17
1.0% FS 16.63 FS 16.53 FS 12.19 FS 12.25 FS 12.24 FS 12.22 FS 12.23 FS 12.15 FS 12.15 FS 12.00 FS 12.15 FS 12.00 FS 12.00 FS 12.18
1.5% FS 12.30
1.5%
1.5% FS 12.29 FS 12.15
1.5%
1.8% 1.0%
0.74%
12 12
12 12
13 13
13 13
13 13
13 14 15
16 17
14 15
15 16
16 16
17 17 FS 12.00 FS 12.15
1.5%FS 12.00
1 15 20 15 10 10 15 15 15 10 15 14 16 17 18 19 21 22 14 12 14 13 16 11 11 12 14 13 12 11 12 17 13 16 17 13 17 16 13 14 1314 1414 18 22.5 22.5 203 205 SYMBOL GRADING AND DRAINAGE LEGEND GRADE BREAK SPOT ELEVATION PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR SURFACE SLOPE PERCENTAGE FRENCH DRAIN - SEE CIVIL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR ITEM XX% TRENCH DRAIN - SEE CIVIL DRAINAGE FLOW - SEE CIVIL FS XX.XX 205 203 1. VERIFY ALL EXISTING GRADES IN THE FIELD PRIOR TO COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2. MAXIMUM SLOPES FOR WALKWAYS AND SIDEWALKS (WITHOUT HANDRAILS) TO BE 2% (CROSS SLOPE) AND 5% (LONGITUDINAL SLOPE). MAXIMUM SLOPES FOR RAMPS SHALL NOT BE GREATER THAN 1V:12H (8.33%) AND RAMP RUNS TO HAVE A LANDING EVERY 30" RISE IN ELEVATION. 3. WHERE NEW FINISH GRADES TIE INTO EXISTING GRADES, EARTHWORK SHALL BE BLENDED SMOOTHLY WITH ROUNDED AND SEAMLESS TRANSITIONS. GRADING NOTES 1. PROPOSED PAVING TO BE FLUSH WITH EXISTING PAVING. 2. EXISTING CROSS SLOPE MAY EXCEED 2%. FINAL GRADING EXTENT OF PROPOSED PAVING TO BE RESOLVED IN THE FIELD. VERIFY EXISTING CONDITIONS AND NOTIFY LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. SLOPE TO NOT EXCEED 2% IN ANY DIRECTION WITHIN ADA STALLS AND ACCESS AISLES. 4. LOW CURB CONDITION. FIELD VERIFY EXISTING GRADE. 5. SUB SURFACE FRENCH DRAIN - SEE CIVIL. GRADING KEY NOTES X EG = EXISTING GRADE FS = FINISHED SURFACE FG = FINISHED GRADE BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL TC = TOP OF CURB TR = TOP OF RAMP TS = TOP OF STAIR TW = TOP OF WALL RIM = RIM ELEVATION GRADING ABBREVIATIONS G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_GRAD_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Grading Plan PGGMBJ L6.0439
MATCHLINE SEE SHEET L6.03 MATCHLINE SEE SHEET L6.02 L6.06 L6.07 ss
ss
ss
ss CP 6834
9.50 9.50
11.50 11.50
10 11
12 SD
LIMIT OF WORK
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■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
■
■
■
■
■
■
■
■
■
■
■
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0.85%
4.6%
1.5%
1.8%
1.5% TREE BASE 12.28
4.54%
1.69%
8.1%
2.53%
0.67%
1.45%
1.62%
1.66%
1.68%
1.8% 0.5%
1.37%
1.0%
1.5%
1.4%
1.21%
1.8%
0.8%
1.5%
1.62%
1.8%
1.5%
0.75%
1.6%
1.8%
3:1
3:1
0.85%
4.5%
0.75%
1.4%
1.7%
1.8%
1.85% 1.37%
1.67%
1.5%
1.8%
1.62%
1.37%
1.75%
2.0%
1.8% MAX
1.21%
0.5%
1.75%
1.7%
1.8% MAX
1.77%
1.8%
1.0%
0.84%
0.67%
0.62%
1.8 MAX%
1.1%
1.0%
1.05%
1.53%
0.5%
1.1%
1.75%
0.8%
1.41%
1.7%
1.5%
1.8% MAX
1.39%
1.85% MAX
1.85% MAX
0.9%
0.9%
1.7%
1.5%
1.78%
1.5% 1.0%
2.8%
1.8%
1.0%
1.1%
1.6%
0.8%
1.8%
12 12
12 12
12 12
12 13
1.85%
1.8%
1.13%
1.87%
2 3
1.85% MAX
0.9%
1.0%
1.8%
0.8%
1.5%
6:1 FS 12.30 FS 12.27 EG/FS 12.33 EG/FS 12.37 EG/FS 12.56 EG/FS 12.52 FS 12.52 EG/FS 12.44 EG/FS 12.46 EG/FS 12.23 EG/FS 12.21 TC 11.87 TC 11.86 EG/FS 12.25 EG/FS 12.08 EG/FS 11.94 TC/FS 12.19 BC 11.37 TC 11.86 TC 11.86 BC 11.35 BC 11.34 TC 11.87 TC 11.88 BC 11.37 FS 12.41 FS 12.53 FS 12.66 FS 12.56 EG/FS 12.78 EG/FS 12.75 EG/FS 12.68 EG/FS 12.69 TC/FS 12.02 TC/FS 12.02 FS 12.32 FS 12.33 FS 11.99 FS 12.18 FS 12.09 FS 12.26 FS 11.96 FS 11.94 FS 11.84 FS 11.93 FS 11.76 FS 11.76 FS 11.61 TC/FS 12.19 FS 12.45 FS 12.34 FS 11.84 FS 11.88 FS 12.34 FS 11.63 EG/FS 11.96 FS 11.70 FS 12.42 FS 12.67 FS 12.86 FS 13.79 FS 13.32 FS 12.91 FS 12.69 FS 12.37 FS 12.62 FS 12.48 FS 12.35 EG/FS 12.06 EG/FS 12.12 EG/FS 12.23 FS 12.69 FS 12.52 FS 12.58 FS 12.47 FS 12.55 FS 13.00 TC/FS 13.21 FS 12.09 FS 11.47 FS 11.72 FS 11.81 FS 11.90 FS 11.93 FS 11.99 FS 12.10 FS 12.05 TC/FS 12.05 FS 11.95 FS 16.31 TC/FS 16.43 FS 16.52 FS 16.52 FS 16.31 FS 16.38 FS 16.43 FS 16.52 FS 16.37 FS 15.99 FS 13.62 FS 14.43 FS 14.01 FS 14.92 FS 15.23 FS 15.60 FS 14.95 FS 14.48 FS 13.49 FS 13.40 FS 13.31 FS 13.34 FS 13.46 FS 13.18 FS 15.64 FS 12.68 FS 13.56 TC/FS 16.43 TC/FS 13.54FS 13.56 TC/FS 13.43 FS 13.14 TC/FS 12.80 TC/FS 12.73 FS 11.43 FS 11.45 FS 13.07 FS 13.30 EG/FS 12.71 FS 13.17 FS 13.27 FS 13.05 FS 13.13 FS 12.96 FS 13.08 FS 12.81 FS 12.79 FS 13.41 FS 13.41 FS 13.52 FS 13.56 FS 13.13 EG/FS 12.67 TC/FS 12.29 FS 12.52 FS 12.52 FS 12.40 FS 12.40 FS 12.62 FS 12.95 FS 12.28 FS 12.29 FS 12.29 FS 12.33 FS 12.32 FS 12.32 FS 12.40 FS 12.87 FS 12.78 FS 11.82 FS 12.00 FS 12.41 TC/FS 12.78 TC/FS 12.78 FS 15.28 FS 12.41 FS 13.03 FS 11.62 FS 12.65 FS 12.34 FS 12.10 FS 12.01 FS 12.89 FS 11.41 FS 11.52 FS 11.61 FS 11.68 FS 12.10 FS 11.96 FS 12.26 FS 12.87 FS 12.75 EG/FS 12.81 EG/FS 12.81 TC/FS 11.71 TC/FS 11.94 TC 11.96 FS 11.97 FS 12.36 TC 12.35 TC 13.31 TC 15.99 FS 12.32 FS 12.22 FS 12.25 FS 12.73 FS 12.76 FS 12.57 FS 12.55 BR / FS 16.50 BR / FS 16.50 FS 12.75 FS 12.66 FS 12.49 FS 12.92FS 13.07 EG/FS 13.00 FS 12.99 FS 12.99 FS 12.77 FS 12.68 FS 11.81 EG/FS 12.33 15 15 15 13 14 16 13 13 13 12 12 13 14 1413 12 12 12 16 1413 13 13 TREE PLATFORM (TR) 17.28
2.3%
1.8% MAX
1 1 203 205 SYMBOL GRADING AND DRAINAGE LEGEND GRADE BREAK SPOT ELEVATION PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR SURFACE SLOPE PERCENTAGE FRENCH DRAIN - SEE CIVIL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR ITEM XX% TRENCH DRAIN - SEE CIVIL DRAINAGE FLOW - SEE CIVIL FS XX.XX 205 203 1. VERIFY ALL EXISTING GRADES IN THE FIELD PRIOR TO COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2. MAXIMUM SLOPES FOR WALKWAYS AND SIDEWALKS (WITHOUT HANDRAILS) TO BE 2% (CROSS SLOPE) AND 5% (LONGITUDINAL SLOPE). MAXIMUM SLOPES FOR RAMPS SHALL NOT BE GREATER THAN 1V:12H (8.33%) AND RAMP RUNS TO HAVE A LANDING EVERY 30" RISE IN ELEVATION. 3. WHERE NEW FINISH GRADES TIE INTO EXISTING GRADES, EARTHWORK SHALL BE BLENDED SMOOTHLY WITH ROUNDED AND SEAMLESS TRANSITIONS. GRADING NOTES 1. PROPOSED PAVING TO BE FLUSH WITH EXISTING PAVING. 2. EXISTING CROSS SLOPE MAY EXCEED 2%. FINAL GRADING EXTENT OF PROPOSED PAVING TO BE RESOLVED IN THE FIELD. VERIFY EXISTING CONDITIONS AND NOTIFY LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. SLOPE TO NOT EXCEED 2% IN ANY DIRECTION WITHIN ADA STALLS AND ACCESS AISLES. 4. LOW CURB CONDITION. FIELD VERIFY EXISTING GRADE. 5. SUB SURFACE FRENCH DRAIN - SEE CIVIL. GRADING KEY NOTES X EG = EXISTING GRADE FS = FINISHED SURFACE FG = FINISHED GRADE BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL TC = TOP OF CURB TR = TOP OF RAMP TS = TOP OF STAIR TW = TOP OF WALL RIM = RIM ELEVATION GRADING ABBREVIATIONS G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_GRAD_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH Grading Plan
Enlargement SSGMBJ L6.0540
9.50 9.50
10 11
12 10
11 12
13 14
11.61 11.61
11.50 SD
SD
SD
SD
SD
SD
SD
SD
LIMIT OF WORK
LIMIT OF WORK
2.67%
1.5%
3.3%
2.7%
1.6%
3.8%
1.5%
1.5%
1.5%
1.0% 1.8% 1.5%
2.3%
1.5%
1.5%
0.9%
0.9%
1.0%
1.6%
1.0%
1.6%
1.5%
0.5%
1.5%
1.5%
1.5%
1.5%
1.5%
1.8% MAX
1.14%
1.0%
1.5%
1.5%
0.75%
1.25%
1.25%
1.5%
1.5% 0.5%
1.0% 1.0%
1.5%
1.8%
1.8%
12 12
12 12
13 13
13 1.8%
1.4%
1.0%
1.5%
1.5%
1.7%
1.0%
1.8%
3.9%
8.0%
1.0%
1.0%
1.5%
1.5%
1.0%
1.5%
1.0%
1.0%
1.0%
1.0%
2.0%
5.4%
5.4%
6.6%
4.2% 1.0%
1.5%
4.5% BC 12.64 TC 12.45 TC 12.66 TC 12.70 BC 12.26 TC 12.73 BC 12.28 BC 12.34 BC 12.32 TC 12.68 BC 12.01 TC 13.13 FS 13.12 TR 14.24 TC 12.35 BC 12.74 TC 13.23 FS 13.22 FS 14.46 FS 13.02 FS 13.12 FS 12.49 FS 12.52 FS 12.64 FS 12.70 FS 12.83 FS 12.73 FS ??? FS 12.88FS 12.61 FS 12.38 FS 12.68 FS 12.74 FS 12.78 FS 12.64 FS 12.60 FS 12.55 FS 12.55 FS 12.54 FS 12.53 FS 12.51 FS 12.50 FS 12.57 FS 12.46 FS 12.43 FS 12.48 FS 12.57 FS 12.43 FS 12.60 FS 12.74 FS 12.69 FS 12.55 FS 12.61 FS 12.11 FS 12.19 FS 12.25 FS 12.51 FS 12.48 FS 12.15 FS 12.15 FS 13.03 FG 15.25 FS 12.04 FS 12.04 FS 12.62 TR 14.21 FS 14.38 BS 12.30 TS 12.77 BS 12.78 TS 13.26 BS 13.27 TS 13.75 TS 14.24 TW 14.24 FS 12.50 BC 11.85 FS 12.59 FS 12.69 FS 12.77 TC 12.42 FS 12.54 FS 12.15 FS 12.00 FS 12.15 FS 12.29 FS 12.00 FS 12.25 FS 12.40 FS 12.25 FS 12.30 FS 12.43 FS 12.70 FS 12.51 FS 12.00 FG 12.60 FS 12.15 FS 12.00 FS 12.30 FS 12.36 FS 12.74 TC 12.41 BC 11.90 BW 12.30 TW 14.21 FS 13.95 TW 14.24 FS 12.99 FS 12.55 BW 12.52 FS 12.72 BW 12.47 BW 12.43 BW 12.34 FS 12.22 FS 12.30 BW 12.30 TW 14.18 BW 12.30 FS 12.22 TW 14.18 BW 12.30 BW 12.30 TW 12.63 BW 12.30 TW 12.63 FS 14.61 FS 14.80 FS 12.19 FS 12.24 FG 12.38 FG 12.18 FG 12.16 FG 12.16 FG 12.13 FS 12.55 FS 12.39 FS 12.34 TC 12.55 TC 12.61 TW 14.22 BW 12.34 FS 12.81 15 15 10 14 14 14 13 11 14 13 12 13 13 13 14 1314 14 14 5 203 205 SYMBOL GRADING AND DRAINAGE LEGEND GRADE BREAK SPOT ELEVATION PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR SURFACE SLOPE PERCENTAGE FRENCH DRAIN - SEE CIVIL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR ITEM XX% TRENCH DRAIN - SEE CIVIL DRAINAGE FLOW - SEE CIVIL FS XX.XX 205 203 1. VERIFY ALL EXISTING GRADES IN THE FIELD PRIOR TO COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2. MAXIMUM SLOPES FOR WALKWAYS AND SIDEWALKS (WITHOUT HANDRAILS) TO BE 2% (CROSS SLOPE) AND 5% (LONGITUDINAL SLOPE). MAXIMUM SLOPES FOR RAMPS SHALL NOT BE GREATER THAN 1V:12H (8.33%) AND RAMP RUNS TO HAVE A LANDING EVERY 30" RISE IN ELEVATION. 3. WHERE NEW FINISH GRADES TIE INTO EXISTING GRADES, EARTHWORK SHALL BE BLENDED SMOOTHLY WITH ROUNDED AND SEAMLESS TRANSITIONS. GRADING NOTES 1. PROPOSED PAVING TO BE FLUSH WITH EXISTING PAVING. 2. EXISTING CROSS SLOPE MAY EXCEED 2%. FINAL GRADING EXTENT OF PROPOSED PAVING TO BE RESOLVED IN THE FIELD. VERIFY EXISTING CONDITIONS AND NOTIFY LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. SLOPE TO NOT EXCEED 2% IN ANY DIRECTION WITHIN ADA STALLS AND ACCESS AISLES. 4. LOW CURB CONDITION. FIELD VERIFY EXISTING GRADE. 5. SUB SURFACE FRENCH DRAIN - SEE CIVIL. GRADING KEY NOTES X EG = EXISTING GRADE FS = FINISHED SURFACE FG = FINISHED GRADE BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL TC = TOP OF CURB TR = TOP OF RAMP TS = TOP OF STAIR TW = TOP OF WALL RIM = RIM ELEVATION GRADING ABBREVIATIONS G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_GRAD_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH Grading Plan
Enlargement SSGMBJ L6.0641
203 205 SYMBOL GRADING AND DRAINAGE LEGEND GRADE BREAK SPOT ELEVATION PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR SURFACE SLOPE PERCENTAGE FRENCH DRAIN - SEE CIVIL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR ITEM XX% TRENCH DRAIN - SEE CIVIL DRAINAGE FLOW - SEE CIVIL FS XX.XX 205 203 1. VERIFY ALL EXISTING GRADES IN THE FIELD PRIOR TO COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2. MAXIMUM SLOPES FOR WALKWAYS AND SIDEWALKS (WITHOUT HANDRAILS) TO BE 2% (CROSS SLOPE) AND 5% (LONGITUDINAL SLOPE). MAXIMUM SLOPES FOR RAMPS SHALL NOT BE GREATER THAN 1V:12H (8.33%) AND RAMP RUNS TO HAVE A LANDING EVERY 30" RISE IN ELEVATION. 3. WHERE NEW FINISH GRADES TIE INTO EXISTING GRADES, EARTHWORK SHALL BE BLENDED SMOOTHLY WITH ROUNDED AND SEAMLESS TRANSITIONS. GRADING NOTES 1. PROPOSED PAVING TO BE FLUSH WITH EXISTING PAVING. 2. EXISTING CROSS SLOPE MAY EXCEED 2%. FINAL GRADING EXTENT OF PROPOSED PAVING TO BE RESOLVED IN THE FIELD. VERIFY EXISTING CONDITIONS AND NOTIFY LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. SLOPE TO NOT EXCEED 2% IN ANY DIRECTION WITHIN ADA STALLS AND ACCESS AISLES. 4. LOW CURB CONDITION. FIELD VERIFY EXISTING GRADE. 5. SUB SURFACE FRENCH DRAIN - SEE CIVIL. GRADING KEY NOTES X EG = EXISTING GRADE FS = FINISHED SURFACE FG = FINISHED GRADE BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL TC = TOP OF CURB TR = TOP OF RAMP TS = TOP OF STAIR TW = TOP OF WALL RIM = RIM ELEVATION GRADING ABBREVIATIONS w w w w w ss ss ss ss ss ss ss ss w w w w w ss ss ss ss ss ss ss ss 12.46 12.50 11.75 1314 1314 12 13 14 14.00 14.00
14.00 14.00 13.00 13.02 12.98 13.05 SD SD SD SD SD SD SD SD SD SD ● ● ● ● ● ● LIMIT OF WORK 1.5% 1.9% 1.0% 0.79% 1.2% 8:1 1.0%
0.63% 1.5% 1.8%
1.8% 1.8% 1.9%
1.6% 0.5% 0.5%
1.0%
1.7% MAX 4.0% 2.45% 1.6% 1.8% 1.26% 1.85%1.7%
1.9%1.5%
1.0%
1.7%
1.0%
1.0% FS 16.50 FS 16.36 FS 16.37 FS 16.34 FS 16.55 FS 16.52 13 13 14 15 16 17 16 15 16 17 1.0% 1.5% 1.5%1.5% 1.5% 1.5% 1.5% 1.0% 6:1 1.0% 1.0% 1.5%1.5% 1.9% 1.15% 4.8% 1.0% 0.6% 1.85% MAX 1.5% 1.0% 1.0% 1.29% 1.59% 1 2.65% 3.0% 8:1 8:1 2.6% HP 18.25 EG/FS 17.57 EG/FS 17.30 BC 14.71 BC 16.51 BC 17.17 BC 15.70 TC 16.19 TC 16.96TC 17.62 TC 17.79 FS 17.67 RIM 16.41 TC 15.26 FS 15.26 RIM 16.41 RIM 16.24 FS 17.00 BC 17.00 FS 16.19 FS 16.03 FS 16.27FS 16.33 FS 16.42 FS 16.57 FS 17.28 FS 16.22 FS 15.84 BW 16.57 FS 16.35 BW 16.57 BW 16.23 FS 15.00 FS 14.90 FS 14.46 FS 14.76 FS 14.65 FS 14.65 FS 14.90 FS 14.75 BW 16.57 BW 16.57 TW 18.07 TW 18.07 TW 18.07 TW 18.07 FS 15.71 FS 16.38 TC 17.40 FS 16.76 BC 16.19 TC 16.64 BW 16.41 BW 16.41 FS 16.68 FS 16.31 TC 16.24 FS 15.53 FS 17.12 FS 16.73 FS 16.45 FS 16.22 FS 16.20 FS 16.15 FS 16.45 FS 14.90 FS 14.75 FS 14.90 FS 14.80 FS 14.65 FS 14.80 FS 14.65 FS 14.55 FS 14.80 FS 14.70 FS 14.84 FS 14.91 FS 14.99 FS 14.92 FS 14.99 FS 14.55 FS 14.74 FS 14.76 FS 15.10 FS 14.70FS 14.70 FS 14.55 FS 14.55 FS 15.29 FS 15.00 BC 15.73 FS 15.45 BC 15.29 TC 15.87 FS 15.40 FS 15.33 BC 14.53 TC 14.98 FS 16.85 FS 17.14 FG 17.00 FG 17.00 FG 17.74 TW 18.07 TW 18.07 TW 18.07 FS 15.81 15 20 15 15 15 15 14 16 17 18 19 16 17 16 17 17 16 14 18 FS 15.85 G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_GRAD_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH Grading Plan
Enlargement SSGMBJ L6.0742
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER MP CORNER ON RAINBIRD 1806P45 SHRUB ROTATOR, POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 45 PSI, MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105. 38 45 HUNTER MP STRIP ON RAINBIRD 1806P45 SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 45 PSI, MP ROTATOR NOZZLE. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP. 57 45 HUNTER MP1000 ON RAINBIRD 1806P45 SHRUB ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 45 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. 143 45 HUNTER MP2000 ON RAINBIRD 1806P45 SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 45 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 42 45 HUNTER MP3000 ON RAINBIRD 1806P45 SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 45 PSI, MP ROTATOR NOZZLE. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. 150 45 HUNTER MP800SR ON RAINBIRD 1806P45 SHRUB ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 45 PSI, MP ROTATOR NOZZLE ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) 38 45 HUNTER MSBN ON RAINBIRD 1806P45 MULTI-STREAM BUBBLER, 6IN. POP-UP, FACTORY INSTALLED DRAIN CHECK VALVE, 25=.25GPM, 50=0.5GPM, 10=1.0GPM, 20=2.0GPM. 5 30 RAIN BIRD PEB - 1" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 7 RAIN BIRD PEB - 1-1/2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 5 RAIN BIRD PEB - 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 7 RAIN BIRD 33-DLRC 3/4" 3/4IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, DOUBLE TRACK KEY LUG, AND 2-PIECE BODY. 2 RAIN BIRD PEB - MASTER VALVE - 2" PLASTIC INDUSTRIAL MASTER VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. NORMALLY CLOSED. MANUAL DRAIN VALVE ZURN 350XL - 2" DOUBLE CHECK VALVE ASSEMBLY W/ EZSWAP INSERT. RAIN BIRD FS-200-P 2IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATING RANGE 10.0 GPM TO 200.0 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. COMPATIBLE W/ RAIN BIRD: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR AND OFFSET. INSTALL IN VALVE BOX. WATER METER 2" WATER SERVICE LINE IS APPROXIMATE - REQUIRES SURVEY PRIOR TO INSTALLING METER. LST SST RST 800 A 800 F 10H 111
7 T
L S R
M L O
K G RB Y
A M# BF# MV# FS#
D IRRIGATION SCHEDULE
1 RAIN BIRD RSD-CEX RAIN SENSING DEVICE, CONDUIT MOUNT. WITH THREADED ADAPTER, EXTENSION WIRE. RAIN BIRD ESPLXME2-LXMM-LXMMPED W/ (1) ESPLXMSM12. 24 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER.(1) ESPLXME2 12-STATION, INDOOR/OUTDOOR, PEDESTAL-MOUNT ENCLOSURE W/ (1) ESPLXMSM12 - 12-STATION EXPANSION MODULE. INSTALL IN LXMM-LXMMPED POWDER COATED, METAL WALL-MOUNTED CABINET 11 CRS IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 CONTROL VALVE TARGETTYPE: L - LAWN S - SHRUB D - DRIP VALVE SIZE STATION NUMBER FLOW IN GPM XX
X
X ZONE WIRE PATH 1. CALL UTILITIES TO LOCATE EXISTING SERVICES PRIOR TO EXCAVATION. 2. SYSTEM OPERATION AND DESIGN IS BASED ON 70 PSI OF PRESSURE AND 65 GPM AT THE POINT OF CONNECTION. VERIFY THE DESIGN PRESSURE AND VOLUME BEFORE INSTALLATION AND NOTIFY OWNER'S REPRESENTATIVE IF THERE IS A DISCREPANCY. 3. REFERENCE PLANTING PLAN(S) PRIOR TO INSTALLATION OF VALVES. LOCATE VALVES IN PLANTING BEDS WHEREVER POSSIBLE. ADJUST VALVE LOCATIONS TO ELIMINATE CONFLICT WITH PROPOSED PLANTINGS AND PLANTING PATTERNS. 4. VALVE LOCATIONS TO BE STAKED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. 5. VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING AND SEEDING AREAS ON SITE BEFORE STARTING WORK AND IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE OF ANY DEVIATIONS FROM PLAN. 6. STAKE PROPOSED TREE LOCATIONS AND OBTAIN APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. 7. INSTALL QUICK COUPLING VALVES A MINIMUM OF 200' ALONG MAINLINE AND AS SHOWN ON PLANS AND DETAILS. 8. INSTALL IRRIGATION CONTROLLER(S) AT THE LOCATION(S) SHOWN ON THE DRAWINGS AND ON THE PEDESTAL PER THE MANUFACTURER'S RECOMMENDATIONS. VERIFY THE LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. EXTEND CONTROL WIRE CONDUIT FROM CONTROLLER AND DAYLIGHT SIX INCHES INTO PLANTING BED FOR INSTALLATION OF 2-WIRE PATH. 9. ALL CROSS-CONNECTIONS (BACKFLOW PREVENTION DEVICES) SHALL BE LOCATED A MINIMUM OF 5'-0" AWAY FROM CURBS OR PAVING WHEREVER POSSIBLE. 10. MAIN AND LATERAL LINES MAY BE SHOWN DIAGRAMMATICALLY FOR CLARITY. MAINLINE AND LATERAL LINES SHOWN IN PAVED AREAS SHALL BE PLACED IN ADJACENT PLANTING BEDS UNLESS SPECIFICALLY SHOWN AS PASSING UNDER PAVING IN SLEEVING (SEE SCHEDULE FOR SLEEVE SYMBOL). OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL BEFORE MAKING CHANGES IN ROUTING OF PIPE OR LOCATION OF VALVES. 11. COORDINATE AND PROVIDE AN APPROPRIATE POWER SUPPLY TO THE IRRIGATION CONTROLLER LOCATION. IRRIGATION GENERAL NOTES IRRIGATION KEY NOTES 1. IRRIGATION POINT-OF-CONNECTION - SEE DETAIL 1 ON SHEET L9.15 2. IRRIGATION CONTROLLER 3. 1" SLEEVE FOR ZONE WIRE PATH WIRES 4. MAINLINE SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 5. LATERAL LINE SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 6. IRRIGATION SLEEVE SHOWN WHERE CROSSINGS ARE INTENDED. TYPICAL OF ALL PIPE AND WIRE SLEEVES 7. ZONE WIRE PATH SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 8. CONNECT PROPOSED MAINLINE TO EXISTING IRRIGATION SYSTEM. EXTEND MAINLINE PIPING AS NEEDED TO COMPLETE THE TIE-IN. 9. EXISTING IRRIGATION SHOWN FOR REFERENCE ONLY. # IRRIGATION SHEET NOTES
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_IRRG_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 Irrigation Notes
and Legend PGGMBJ L7.0043
e e e sd sd sd sd sd sd gas gas gas gas sd sd sd
ss ss ss ss p p e e e e e e sd sd e e ss ss ss ss ss w w w w w w sd sd ss ss sse e ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas gas gas gas gas W W W sd sd ss ss e e T R T R e e e sd sd sd sd sd sd gas gas gas gas sd sd sdss ss ss ss p p e e e e e e sd sd e e ss ss ss ss ss w w w w w w sd sd ss ss sse e ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas gas gas gas gas W W W sd sd ss ss e e T R T R LIMIT OF WORK FRONT STREET PLAY STREET FRED ENDERT MUNICIPAL POOL REDWOOD DISCOVERY CENTER S S S M M w w w ROTATE NOZZLE REMOVE HEAD AND LATERAL RELOCATE HEAD AND LATERAL, ADJUST ARC TO QUARTER SPRAY T M M MS S S CONNECT HEADS TO EXISTING ZONE #5 M M M M TYP 9 REMOVE HEAD AND LATERAL IRRIGATION KEY NOTES 1. IRRIGATION POINT-OF-CONNECTION - SEE DETAIL 1 ON SHEET L9.15 2. IRRIGATION CONTROLLER 3. 1" SLEEVE FOR ZONE WIRE PATH WIRES 4. MAINLINE SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 5. LATERAL LINE SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 6. IRRIGATION SLEEVE SHOWN WHERE CROSSINGS ARE INTENDED. TYPICAL OF ALL PIPE AND WIRE SLEEVES 7. ZONE WIRE PATH SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 8. CONNECT PROPOSED MAINLINE TO EXISTING IRRIGATION SYSTEM. EXTEND MAINLINE PIPING AS NEEDED TO COMPLETE THE TIE-IN. 9. EXISTING IRRIGATION SHOWN FOR REFERENCE ONLY. # 1. SEE SHEET L7.00 FOR IRRIGATION NOTES AND LEGEND. 2. SEE SHEETS L9.15 AND L9.16 FOR IRRIGATION DETAILS. 3. CONTRACTOR TO PROVIDE AS-BUILTS WITH DIMENSIONS TO AT LEAST THREE (3) FIXED OBJECTS FOR ALL BURIED COMPONENTS. IRRIGATION SHEET NOTES G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_IRRG_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Irrigation Plan PGGMBJ L7.0144 MATCHLINE SEE SHEET L7.03 MATCHLINE SEE SHEET L7.02
W
W SD SD STOP STOP ss ss ss ss ss
ss
ss
ss w
w
w
ss
ss
ss
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w
ss
e
e
gas sd sd sd sd sd sd sd sd sd
e
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sd ss ss ss
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W SD SD STOP STOP ss ss ss ss ss
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LIMIT OF WORK
LIMIT OF WORK
T R
STAMPS WAY PLAY STREET FRONT STREET
T R
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w
w EXISTING 6" CIP
T
T
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K
K
K
G
B
B
B
B
B
B
B
B
B
B
B
M
L
L R
K
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B
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M
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M
M
T
M
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L S
S
T
T M
T
T M
L M
K
K
G
B 2" 2"
8 M
M
M
S R
L 2" 1" 1A
72" 2A 50 2" 2
1 2" 1" 1"
1 12" 1
12" 1" 2" 1
1 2" 1
1 2"
B
B
B
M
M 2" T
K
K
M
M
M
M
T
O
S
T 2"
M 1"1" 1" 3A
7 B
M
T
L M
K M
M
K M
M
M
M
M
M
M 1" 1
1 2" 1"
1 1
2" 2" 2" 2" 4" IRRIGATION KEY NOTES 1. IRRIGATION POINT-OF-CONNECTION - SEE DETAIL 1 ON SHEET L9.15 2. IRRIGATION CONTROLLER 3. 1" SLEEVE FOR ZONE WIRE PATH WIRES 4. MAINLINE SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 5. LATERAL LINE SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 6. IRRIGATION SLEEVE SHOWN WHERE CROSSINGS ARE INTENDED. TYPICAL OF ALL PIPE AND WIRE SLEEVES 7. ZONE WIRE PATH SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 8. CONNECT PROPOSED MAINLINE TO EXISTING IRRIGATION SYSTEM. EXTEND MAINLINE PIPING AS NEEDED TO COMPLETE THE TIE-IN. 9. EXISTING IRRIGATION SHOWN FOR REFERENCE ONLY. # 1. SEE SHEET L7.00 FOR IRRIGATION NOTES AND LEGEND. 2. SEE SHEETS L9.15 AND L9.16 FOR IRRIGATION DETAILS. 3. CONTRACTOR TO PROVIDE AS-BUILTS WITH DIMENSIONS TO AT LEAST THREE (3) FIXED OBJECTS FOR ALL BURIED COMPONENTS. IRRIGATION SHEET NOTES G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_IRRG_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Irrigation Plan PGGMBJ L7.0245 MATCHLINE SEE SHEET L7.04 MATCHLINE SEE SHEET L7.03 MATCHLINE SEE SHEET L7.01
w ss
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LIMIT OF WORK
LIMIT OF WORK FRED ENDERT MUNICIPAL POOL
M
M
M
M
T M
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
D
B
B
B
B
B
B
B
B
B
B
B
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
M
M
M
L
L 1"
D 1" 1" 1" 1
1 2" 1
1 2" 1"
1 1
2" 1" 1" 1" 2" 1" 12
6 4
7 R
R
B
B
B
B
B
M
M K
K
K
K
M
M
M
L
B
1 12"
1 1
2" A
A
9 10 13 2" 462" 39 2" 1
1 2" M 1" 2" 2" 1
2" 3
6 B
B
B
B
B
B
A
K
K
K
R 1"1"
1 1
2" 1"
9 8
1 1
2" 10 30
M
S
L
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
T 2" 2" 2" 2" 11
1 1
2" 11 11
1 1
2" 2" 1" 1
12" 1"
M
M
S
S S
S 1" K
S
S
S
S
S
M 6"
2 1
2" 6"
M
M
M 1" 1" 1" 1
1 2"
2 12"
1 1
2" 1" 1
1 2"
K
K
G
K
K
K
K
K
K
K
K
T 2" 1"
B
B
B
B B
B
B
A 1" 1" 1
1 2" IRRIGATION KEY NOTES 1. IRRIGATION POINT-OF-CONNECTION - SEE DETAIL 1 ON SHEET L9.15 2. IRRIGATION CONTROLLER 3. 1" SLEEVE FOR ZONE WIRE PATH WIRES 4. MAINLINE SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 5. LATERAL LINE SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 6. IRRIGATION SLEEVE SHOWN WHERE CROSSINGS ARE INTENDED. TYPICAL OF ALL PIPE AND WIRE SLEEVES 7. ZONE WIRE PATH SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 8. CONNECT PROPOSED MAINLINE TO EXISTING IRRIGATION SYSTEM. EXTEND MAINLINE PIPING AS NEEDED TO COMPLETE THE TIE-IN. 9. EXISTING IRRIGATION SHOWN FOR REFERENCE ONLY. # 1. SEE SHEET L7.00 FOR IRRIGATION NOTES AND LEGEND. 2. SEE SHEETS L9.15 AND L9.16 FOR IRRIGATION DETAILS. 3. CONTRACTOR TO PROVIDE AS-BUILTS WITH DIMENSIONS TO AT LEAST THREE (3) FIXED OBJECTS FOR ALL BURIED COMPONENTS. IRRIGATION SHEET NOTES G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_IRRG_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Irrigation Plan PGGMBJ L7.0346
MATCHLINE SEE SHEET L7.04 MATCHLINE SEE SHEET L7.02 MATCHLINE SEE SHEET L7.01 ss
w
w
w ss ss ss ss ss
ss ss ss ss ss ss ss ss ss
w
w
w ss ss ss ss ss
ss ss ss ss ss ss ss ss
T R
TR
LIMIT OF WORK LIMIT OF WORK
STAMPS WAY HOWE DRIVE
● ● ●
M
M
M
M
T
L S
S
S
S
S M
M
M
w w w w w w EXISTING 6" CIP
MBFMV FS
D
B
B
B
B
B
B
B
B
B
B
B
B
B
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
D 1"
1 1
2"
1 1
2"
1 1
2" 1" 1" 1
12" 2" 1" 2" 1" 1" 1"
1 1
2" 1
12"
1 1
2" 2" 2" 1" 1
1 2" 2" 1" 2" 1" 2
1 2" 1"
1 1
2"
2 1
2"
2 1
2" 2"
1 2
3 5
6 7
4 12
2 1
2"
2 1
2"
2 1
2" 2
1 2" 2" 6"
2 1
2"
2 12"
1 4 1" 1" 4" 1" 1" 6"
7 R
R 2"
B
B
B
B
B
B B
B B
K
K
A
O
O
M
M
M
M
M
M
M
M
M
M
M
M
M
M
T
T
T
T
T
T
T
T
M
M
M
M
M
M
M
M
M
M
O
O
M
M
S
S
T S
S
T
T
T M
M
M
M
M
M
T
T M T M
M
K
K
K
K
K
K
M
M
M
M
M
M
M
M
M
T
T
T B
B
B
K
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
T
T M
M
M 1"
1 1
2" 1"
1 1 2" 2" 2" 1"
1 1
2" 1"
1 1
2" 2"
2 1
2" 1"
A
2 1
2"
1 12"
1 1
2" 1"
8 13 2" 44
4 2" 46
5 2"
6 462"
7 39 14 1516 1" 1"
1 1
2" 8 20
1 1
2" 27
1 1
1 2" 39
2 2" 34
3 2
1 2" 1" 4" 1" 1
1 2" M 6" 6" 1" 6"
2 1
2" 2" 1" 2
1 2" 2
1 2" 2
1 2" 2" 2" 1"
2 2" 1
2"
2 3
3 3
7 7
4 6
5 52"
C
3 1
1 2" 2" T 2"
2 1
2" 1
1 2" 2" 1" 1
12" 1"
S
S S
S
S 2" 49 12 1" 25 13 1" 1" 13 14 1" 12 15 1" 10 16
1 1
2" IRRIGATION KEY NOTES 1. IRRIGATION POINT-OF-CONNECTION - SEE DETAIL 1 ON SHEET L9.15 2. IRRIGATION CONTROLLER 3. 1" SLEEVE FOR ZONE WIRE PATH WIRES 4. MAINLINE SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 5. LATERAL LINE SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 6. IRRIGATION SLEEVE SHOWN WHERE CROSSINGS ARE INTENDED. TYPICAL OF ALL PIPE AND WIRE SLEEVES 7. ZONE WIRE PATH SHOWN DIAGRAMMATICALLY - LOCATE PARALLEL TO PAVING IN ADJACENT PLANTING BED. 8. CONNECT PROPOSED MAINLINE TO EXISTING IRRIGATION SYSTEM. EXTEND MAINLINE PIPING AS NEEDED TO COMPLETE THE TIE-IN. 9. EXISTING IRRIGATION SHOWN FOR REFERENCE ONLY. # 1. SEE SHEET L7.00 FOR IRRIGATION NOTES AND LEGEND. 2. SEE SHEETS L9.15 AND L9.16 FOR IRRIGATION DETAILS. 3. CONTRACTOR TO PROVIDE AS-BUILTS WITH DIMENSIONS TO AT LEAST THREE (3) FIXED OBJECTS FOR ALL BURIED COMPONENTS. IRRIGATION SHEET NOTES G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_IRRG_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Irrigation Plan PGGMBJ L7.0447
MATCHLINE SEE SHEET L7.03 MATCHLINE SEE SHEET L7.02
PLANT SCHEDULE TREES SYMBOL BOTANICAL NAME COMMON NAME SIZE AND TYPE QTY CALOCEDRUS DECURRENS INCENSE CEDAR 4'-6' HT, B&B 3 FRANGULA PURSHIANA CASCARA BUCKTHORN 4'-6' HT, B&B 1 PINUS CONTORTA SHORE PINE 6'-8' HT, B&B 4 PINUS RADIATA MONTEREY PINE 4'-6' HT, B&B 7 SHRUBS SYMBOL BOTANICAL NAME COMMON NAME SIZE AND TYPE QTY ARTEMISIA DOUGLASIANA MUGWORT 1 GAL CONT 3 CEANOTHUS VELUTINIS SNOWBRUSH 1 GAL CONT 8 CORNUS SERICEA RED TWIG DOGWOOD 1 GAL CONT 45 ESCALLONIA X 'NEWPORT DWARF' NEWPORT DWARF ESCALLONIA 1 GAL CONT 155 GAULTHERIA SHALLON SALAL 1 GAL CONT 200 MAHONIA REPENS CREEPING OREGON GRAPE 1 GAL CONT 137 MYRICA CALIFORNICA PACIFIC WAX MYRTLE 1 GAL CONT 3 RIBES SANGUINEUM RED FLOWERING CURRANT 1 GAL CONT 41 ROSA NUTKANA VAR. NUTKANA NOOTKA ROSE #2 CONT 54 SPIRAEA DOUGLASII WESTERN SPIREA #2 CONT 41 WOODWARDIA FIMBRIATA GIANT CHAIN FERN 1 GAL CONT 33 GROUNDCOVERS SYMBOL BOTANICAL NAME COMMON NAME SIZE AND TYPE QTY ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL CONT @ 24" OC 70 ERIOPHYLLUM LANATUM OREGON SUNSHINE 4" POT @ 18" OC 38 1. PROVIDE PLANTING SOIL AND BARK MULCH OF THE COMPOSITION AND DEPTHS REQUIRED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 2. INSTALL ALL PLANT MATERIALS IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 3. PLANT QUANTITIES ARE LISTED FOR CONVENIENCE ONLY. ALL COUNTS SHALL BE VERIFIED PRIOR TO INSTALLATION. IN THE CASE OF A DISCREPANCY BETWEEN THE SCHEDULE AND THE AREAS SHOWN ON THE PLANS; PLANTS INDICATED ON THE PLANS SHALL SUPERSEDE QUANTITIES LISTED IN THE SCHEDULE. 4. UTILITY LOCATIONS INDICATED MAY DIFFER FROM FIELD CONDITIONS. FIELD VERIFY ALL UTILITIES PRIOR TO INSTALLATION. CONFLICTS BETWEEN EXISTING AND PROPOSED UTILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. 5. PLANTS WITHIN STORMWATER FACILITIES DESIGNED WITH PERMANENT POOLS OF WATER OR FACILITIES ANTICIPATED TO BE FREQUENTLY INUNDATED (TO WATER DEPTHS ABOVE THE SMALLEST INSTALLED PLANT HEIGHT) SHALL BE ENTIRELY DEWATERED PRIOR TO INSTALLATION. PLANTS INTENDED TO BE INSTALLED IN STORMWATER FACILITIES THAT ARE PRESENTED WITH SEASONAL HIGH-WATER LEVELS THAT WOULD NEGATIVELY IMPACT THEIR ESTABLISHMENT MAY BE INSTALLED OUTSIDE THE SPECIFIED PLANTING SEASON IF ADDITIONAL SUPPLEMENTAL IRRIGATION IS PROVIDED. GENERAL PLANTING NOTES PLANTING MIX SCHEDULE RAIN GARDEN - BASIN (5,480 SF) SYMBOL BOTANICAL NAME COMMON NAME SIZE AND TYPE SPACING PERCENT QTY CAREX LYNGBYEI LYNGBYE'S SEDGE 1 GAL CONT 12" O.C. 40% 2,276 HORDEUM BRACHYANTHERUM MEADOW BARLEY 1 GAL CONT 12" O.C. 30% 1,708 JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL CONT 12" O.C. 30% 1,708 RAIN GARDEN - SLOPE (19,521 SF) SYMBOL BOTANICAL NAME COMMON NAME SIZE AND TYPE SPACING PERCENT QTY ACHILLEA MILLEFOLIUM COMMON YARROW 1 GAL CONT 12" O.C. 20% 4,056 CORETHROGYNE FILAGINIFOLIA 'SILVER CARPET' SILVER CARPET CALIFORNIA ASTER 1 GAL CONT 12" O.C. 20% 4,056 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL CONT 12" O.C. 40% 8,114 ERIGERON GLAUCUS SEASIDE DAISY 1 GAL CONT 12" O.C. 20% 4,056 STORMWATER FILTER STRIP - SHADE (1,116 SF) SYMBOL BOTANICAL NAME COMMON NAME SIZE AND TYPE SPACING PERCENT QTY CAREX TUMULICOLA FOOTHILL SEDGE 1 GAL CONT 24" O.C. 30% 87 IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL CONT 12" O.C. 30% 348 POLYSTICHUM MUNITUM WESTERN SWORD FERN 1 GAL CONT 30" O.C. 40% 74 NATIVE RESTORATION MIX - SUN (2,785 SF) SYMBOL BOTANICAL NAME COMMON NAME SIZE AND TYPE SPACING PERCENT QTY CORETHROGYNE FILAGINIFOLIA CALIFORNIA ASTER 1 GAL CONT 24" OC 20% 144 ARCTOSPHYLOS UVA-URSI KINNIKINNICK 1 GAL CONT 24" OC 20% 144 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL CONT 24" OC 60% 433 SEEDED LAWN (45,890 SF) SYMBOL DESCRIPTION REMARKS QTY TURF SEEDING CLEAR AND GRUB ALL AREAS PRIOR 1.84 ACRE MULCH SYMBOL DESCRIPTION REMARKS MULCH MULCH AT EXISTING AND PROPOSED TREES, AND IN PLANTING BEDS NOT SHOWN, SEE DETAILS SYMBOL DESCRIPTION REMARKS ROCK MULCH AT EDGE OF THROUGH CURB DRAINS ROOT BARRIER SYMBOL DESCRIPTION REMARKS QTY ROOT BARRIER PLACE AT EDGE OF PAVING ONLY 104 LF G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_PLNT_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 Xref G:\Projects\220065.1_Crescent_City_Beachfront_Park\02_Production\01_CAD\02_Xrefs\X_SeaReach\X_redwood.dwg Xref G:\Projects\220065.1_Crescent_City_Beachfront_Park\02_Production\01_CAD\02_Xrefs\X_SeaReach\X_burden basket.dwg KEY MAP 02/20/2026 03/31/2027 Planting Notes
and Legend CHGMBJ L8.0048
T R T R e e e sd sd sd sd sd sd gas gas gas gas sd sd sd ss ss ss ss p p e e e e e e sd sd e e ss ss ss ss ss w w w w w w sd sd ss ss sse e CP 310 CP 315 CP 318 CP 320 ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas gas gas gas gas W W W sd sd ss ss e e e e e sd sd sd sd sd sd gas gas gas gas sd sd sdss ss ss ss p p e e e e e e sd sd e e ss ss ss ss ss w w w w w w sd sd ss ss sse e CP 310 CP 315 CP 318 CP 320 ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas gas gas gas gas W W W sd sd ss ss e e T R T R LIMIT OF WORK FRONT STREET PLAY STREET FRED ENDERT MUNICIPAL POOL REDWOOD DISCOVERY CENTER 1 TYP 2 TYP 21 PLANTING LEGEND SYMBOL ITEM EXISTING TREES EXISTING SHRUBS CALOCEDRUS DECURRENS / INCENSE CEDAR FRANGULA PURSHIANA / CASCARA BUCKTHORN PINUS CONTORTA / SHORE PINE PINUS RADIATA / MONTEREY PINE SEEDED LAWN RAIN GARDEN - BASIN RAIN GARDEN - SLOPE STORMWATER FILTER STRIP - SHADE NATIVE RESTORATION MIX PLANTING AREAS N.I.C ROOT BARRIER 1. SEE SHEET L8.00 FOR GENERAL PLANTING NOTES AND PLANTING SCHEDULES. 2. SEE SHEETS L9.11 AND L9.12 FOR PLANTING DETAILS. 3. LIMIT OF WORK LINE INDICATED FOR REFERENCE ONLY. PLANTING SHEET NOTES 1. ROOT BARRIER AT EDGE OF PAVING ONLY. 2. PRESERVE AND PROTECT EXISTING PLANTING AREAS. 3. RAIN GARDEN BASIN PLANTING TO BE APPLIED AT THE BOTTOM OF RAIN GARDEN FACILITIES, WITHIN ±6" ELEVATION FROM THE LOW POINT. 4. RAIN GARDEN SLOPE PLANTING TO BE APPLIED ALONG THE SIDE SLOPES OF RAIN GARDEN FACILITIES WHERE INDICATED. 5. MULCH RING FOR EXISTING AND PROPOSED TREES. 6. SHOVEL CUT EDGE CONDITION ALONG PLANTING BED. 7. PROVIDE 12" DEPTH OF 2"-6" DIA. ANGULAR ROCK (ROCK MULCH) AT BACK EDGE OF THROUGH CURB DRAIN. 8. RESTORE LANDSCAPE TO EXISTING CONDITIONS. PLANTING KEY NOTES X G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_PLNT_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Planting Plan CHGMBJ L8.0149 MATCHLINE SEE SHEET L8.03
MATCHLINE SEE SHEET L8.02
PLUG CONTROL W W SD SD STOP STOP ss ss ss ss ss ss ss ss w w w ss ss ss w w ss e e WP CONTROL CP 314 CP 318 CP 6834 gas sd sd sd sd sd sd sd sd sd e e e e sd ss ss ss e e e e e e e e e e PLUG CONTROL W W SD SD STOP STOP ss ss ss ss ss ss ss ss w w w ss ss ss w w ss e e WP CONTROL CP 314 CP 318 CP 6834 gas sd sd sd sd sd sd sd sd sd e e e esd ss ss ss e e e e e e e e e e 9.509.50 11.50 11.50 10 11 12 SD SD
LIMIT OF WORK
LIMIT OF WORK T R
STAMPS WAY PLAY STREET FRONT STREET T R ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 3 TYP 4 TYP 3 TYP TYP 56 6 5 PLANTING LEGEND SYMBOL ITEM EXISTING TREES EXISTING SHRUBS CALOCEDRUS DECURRENS / INCENSE CEDAR FRANGULA PURSHIANA / CASCARA BUCKTHORN PINUS CONTORTA / SHORE PINE PINUS RADIATA / MONTEREY PINE SEEDED LAWN RAIN GARDEN - BASIN RAIN GARDEN - SLOPE STORMWATER FILTER STRIP - SHADE NATIVE RESTORATION MIX PLANTING AREAS N.I.C ROOT BARRIER 1. SEE SHEET L8.00 FOR GENERAL PLANTING NOTES AND PLANTING SCHEDULES. 2. SEE SHEETS L9.11 AND L9.12 FOR PLANTING DETAILS. 3. LIMIT OF WORK LINE INDICATED FOR REFERENCE ONLY. PLANTING SHEET NOTES 1. ROOT BARRIER AT EDGE OF PAVING ONLY. 2. PRESERVE AND PROTECT EXISTING PLANTING AREAS. 3. RAIN GARDEN BASIN PLANTING TO BE APPLIED AT THE BOTTOM OF RAIN GARDEN FACILITIES, WITHIN ±6" ELEVATION FROM THE LOW POINT. 4. RAIN GARDEN SLOPE PLANTING TO BE APPLIED ALONG THE SIDE SLOPES OF RAIN GARDEN FACILITIES WHERE INDICATED. 5. MULCH RING FOR EXISTING AND PROPOSED TREES. 6. SHOVEL CUT EDGE CONDITION ALONG PLANTING BED. 7. PROVIDE 12" DEPTH OF 2"-6" DIA. ANGULAR ROCK (ROCK MULCH) AT BACK EDGE OF THROUGH CURB DRAIN. 8. RESTORE LANDSCAPE TO EXISTING CONDITIONS. PLANTING KEY NOTES X G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_PLNT_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Planting Plan CHGMBJ L8.0250 MATCHLINE SEE SHEET L8.04 MATCHLINE SEE SHEET L8.03 MATCHLINE SEE SHEET L8.01
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9.50 9.00
12.14 12.14
9.50 9.50
11.58 11.58
10 11
12 13 101112
9.11 9.20
11.85 9.90
11.50 11.50
9.42 10.10
9.52 11.50
11.50 11.52 9.13
9.11 9.12
9.90 SD
SD
LIMIT OF WORK
LIMIT OF WORK FRED ENDERT MUNICIPAL POOL
1 TYP
3 4
3 TYP
4 TYP
5 1
5 TYP
7 7 PLANTING LEGEND SYMBOL ITEM EXISTING TREES EXISTING SHRUBS CALOCEDRUS DECURRENS / INCENSE CEDAR FRANGULA PURSHIANA / CASCARA BUCKTHORN PINUS CONTORTA / SHORE PINE PINUS RADIATA / MONTEREY PINE SEEDED LAWN RAIN GARDEN - BASIN RAIN GARDEN - SLOPE STORMWATER FILTER STRIP - SHADE NATIVE RESTORATION MIX PLANTING AREAS N.I.C ROOT BARRIER 1. SEE SHEET L8.00 FOR GENERAL PLANTING NOTES AND PLANTING SCHEDULES. 2. SEE SHEETS L9.11 AND L9.12 FOR PLANTING DETAILS. 3. LIMIT OF WORK LINE INDICATED FOR REFERENCE ONLY. PLANTING SHEET NOTES 1. ROOT BARRIER AT EDGE OF PAVING ONLY. 2. PRESERVE AND PROTECT EXISTING PLANTING AREAS. 3. RAIN GARDEN BASIN PLANTING TO BE APPLIED AT THE BOTTOM OF RAIN GARDEN FACILITIES, WITHIN ±6" ELEVATION FROM THE LOW POINT. 4. RAIN GARDEN SLOPE PLANTING TO BE APPLIED ALONG THE SIDE SLOPES OF RAIN GARDEN FACILITIES WHERE INDICATED. 5. MULCH RING FOR EXISTING AND PROPOSED TREES. 6. SHOVEL CUT EDGE CONDITION ALONG PLANTING BED. 7. PROVIDE 12" DEPTH OF 2"-6" DIA. ANGULAR ROCK (ROCK MULCH) AT BACK EDGE OF THROUGH CURB DRAIN. 8. RESTORE LANDSCAPE TO EXISTING CONDITIONS. PLANTING KEY NOTES X
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_PLNT_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 Xref G:\Projects\220065.1_Crescent_City_Beachfront_Park\02_Production\01_CAD\02_Xrefs\X_SeaReach\X_redwood.dwg Xref G:\Projects\220065.1_Crescent_City_Beachfront_Park\02_Production\01_CAD\02_Xrefs\X_SeaReach\X_burden basket.dwg KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Planting Plan CHGMBJ L8.0351
MATCHLINE SEE SHEET L8.04 MATCHLINE SEE SHEET L8.02 MATCHLINE SEE SHEET L8.01 ss w w w ss ss ss ss ss ss ss ss ss ss ss ss ss 8 CP 308 5 ss w w w ss ss ss ss ss ss ss ss ss ss ss ss ss 8 CP 308 5 9.50 9.509.50 12.46 12.50 11.75 1011 12 101112 1011 12 1314 1314 12 13 14 9.20 11.75 11.75 11.61 11.61 11.50 11.50 14.00 14.00
14.00 14.00 9.139.12 13.00 12.98 13.02 13.05 SD SD SD SD SD SD SD SD SD T R TR
LIMIT OF WORK LIMIT OF WORK
STAMPS WAY HOWE DRIVE ● ● ● 134 3 TYP TYP 4 TYP 5 8 8 PLANTING LEGEND SYMBOL ITEM EXISTING TREES EXISTING SHRUBS CALOCEDRUS DECURRENS / INCENSE CEDAR FRANGULA PURSHIANA / CASCARA BUCKTHORN PINUS CONTORTA / SHORE PINE PINUS RADIATA / MONTEREY PINE SEEDED LAWN RAIN GARDEN - BASIN RAIN GARDEN - SLOPE STORMWATER FILTER STRIP - SHADE NATIVE RESTORATION MIX PLANTING AREAS N.I.C ROOT BARRIER 1. SEE SHEET L8.00 FOR GENERAL PLANTING NOTES AND PLANTING SCHEDULES. 2. SEE SHEETS L9.11 AND L9.12 FOR PLANTING DETAILS. 3. LIMIT OF WORK LINE INDICATED FOR REFERENCE ONLY. PLANTING SHEET NOTES 1. ROOT BARRIER AT EDGE OF PAVING ONLY. 2. PRESERVE AND PROTECT EXISTING PLANTING AREAS. 3. RAIN GARDEN BASIN PLANTING TO BE APPLIED AT THE BOTTOM OF RAIN GARDEN FACILITIES, WITHIN ±6" ELEVATION FROM THE LOW POINT. 4. RAIN GARDEN SLOPE PLANTING TO BE APPLIED ALONG THE SIDE SLOPES OF RAIN GARDEN FACILITIES WHERE INDICATED. 5. MULCH RING FOR EXISTING AND PROPOSED TREES. 6. SHOVEL CUT EDGE CONDITION ALONG PLANTING BED. 7. PROVIDE 12" DEPTH OF 2"-6" DIA. ANGULAR ROCK (ROCK MULCH) AT BACK EDGE OF THROUGH CURB DRAIN. 8. RESTORE LANDSCAPE TO EXISTING CONDITIONS. PLANTING KEY NOTES X G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_PLNT_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 KEY MAP 02/20/2026 03/31/2027 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Planting Plan CHGMBJ L8.0452
MATCHLINE SEE SHEET L8.03 MATCHLINE SEE SHEET L8.02
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027 THICKENED CONCRETE PAVING EDGE 8 SECTION 0" 1" 2" 4" SCALE: 3" = 1'-0" 2X
THICKNESS
( T ) R=1/4" 2X THICKNESS 4" ( T ) 4"
4" CONCRETE PAVEMENT AGGREGATE BASE #4 CONT HORIZ REBAR COMPACTED SUBGRADE FINISH GRADE OR TOP OF BARK MULCH - 1/2" BELOW FINISH SURFACE FS FG T CONCRETE PAVING - VEHICULAR 3 SECTION 0" 1" 2" 4" SCALE: 3" = 1'-0" CONCRETE PAVING WITH FLY ASH MIX - SEE SPECIFICATIONS AGGREGATE BASE 6" 6" COMPACTED SUBGRADE FS NOTES: 1. CONCRETE FINISH VARIES. SEE PLANS AND SPECIFICATIONS. 2. USE A THICKENED EDGE WHERE CONCRETE IS ADJACENT TO ANY PLANTING AREAS, LAWN, AS INDICATED ON DRAWINGS, AND WHERE THERE IS A DIFFERENCE OF 3" OR GREATER FROM TOP OF PAVING TO FINISH GRADE. CONCRETE PAVING - PEDESTRIAN 4 SECTION 0" 1" 2" 4" SCALE: 3" = 1'-0" CONCRETE PAVING AGGREGATE BASE 4" 6" COMPACTED SUBGRADE FS NOTES: 1. CONCRETE FINISH VARIES. SEE PLANS AND SPECIFICATIONS. 2. USE A THICKENED EDGE WHERE CONCRETE IS ADJACENT TO ANY PLANTING AREAS, LAWN, AS INDICATED ON DRAWINGS, AND WHERE THERE IS A DIFFERENCE OF 3" OR GREATER FROM TOP OF PAVING TO FINISH GRADE.
Site Details SSGMBJ L9.0153
3" 2" 8" ASPHALT PAVING 1 SECTION 0" 2" 4" 8" SCALE: 1 1/2" = 1'-0" LEVEL 2, 1/2" DENSE HOT-MIX ASPHALT FS AGGREGATE BASE SUBBASE COURSE COMPACTED SUBGRADE 3'-0" 3" 8"
4" AGGREGATE BASE - TYP SUBBASE COURSE - TYP COMPACTED SUBGRADE 6"
4" NOT TO SCALE ASPHALT TO CONCRETE PAVING TRANSITION 2 SECTION 3L9.01 CONCRETE PAVING - VEHICULAR 1L9.01 ASPHALT PAVING 1/4" 1/2" GROOVED JOINT CONCRETE PAVING CONTRACTION JOINT 7 SECTION 0" 1/4"1/2" 1" SCALE: 1" = 1" R=1/4" TYP 1/2"
THICKNESS
( T )
1/4" 1/2" 1/2" JOINT FILLER MATERIAL CONCRETE PAVING JOINT SEALANT - TYP BACKER ROD OR STRIP - TYP JOINT FILLER MATERIAL R=1/4" TYP NOT TO SCALE ISOLATION JOINT 6 SECTION FS BACKER ROD OR STRIP - TYP JOINT FILLER MATERIAL 1/2" 8" 8" 6" MIN
EQ 2"EQ 1/2"Ø X 10" SMOOTH EPOXY COATED JOINT DOWEL BAR @ 24" OC JOINT FILLER MATERIAL 2" LUBRICATED OR SLEEVED BOND BREAK WITH EXPANSION CAP ON ONE END CONCRETE PAVING - TYP ℄ R=1/4" TYP JOINT SEALANT - TYP 1/4" 1/2" NOT TO SCALE DOWELED EXPANSION JOINT 5 SECTION FS DECORATIVE CONCRETE PAVING EDGE 9 SECTION 0" 1" 2" 4" SCALE: 3" = 1'-0" 7L9.01 CONTRACTION JOINT DECORATIVE CONCRETE PAVING WITH RECYCLED GLASS CHIPS - SEE SPECIFICATIONS FS AGGREGATE BASE COMPACTED SUBGRADE 3L9.01 CONCRETE PAVING - VEHICULAR COLD JOINT AT EDGE OF DECORATIVE PAVING 3L9.01 CONCRETE PAVING - VEHICULAR STANDARD VEHICULAR CONCRETE PAVING, BROOM FINISH - SEE SPECIFICATIONS G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027 RAISED CURB TYPE 1 8 SECTION 0" 2" 4" 8" SCALE: 1 1/2" = 1'-0" 6" NOTE: PROVIDE CONTRACTION JOINTS TRANSVERSELY ALONG CONCRETE EDGE RESTRAINT A MINIMUM OF 12' AND ISOLATION JOINTS A MINIMUM OF 40'. CIP CONCRETE CURB (2) #4 CONT LONGITUDINAL REBAR 1/4" RADIUS EDGE - TYP TC FS VAR -
4" MIN AGGREGATE BASE COMPACTED SUBGRADE
1L9.01 ASPHALT PAVING PLANTING AREA FG
Site Details SSGMBJ L9.0254 CAST-IN-PLACE TACTILE WARNING TILE VAR, SEE NOTE 4 36" MIN 1.60" MIN. - 2.40" MAX. TYP. A. PLAN B. PLAN ENLARGEMENT C. SECTION ENLARGEMENT CAST-IN-PLACE TACTILE WARNING TILE TRUNCATED DOME - TYPICAL 0.9" MIN. - 1.40" MAX.
0.2" TRUNCATED DOME - TYPICAL MINIMUM COVERAGE - SEE NOTE 2 NOTES: 1. SPAN ENTIRE WIDTH OF RAMP OR WALK . 2. PROVIDE MINIMUM CONCRETE COVERAGE AT TILE EDGE PER MANUFACTURER'S INSTRUCTIONS. 3. TACTILE WARNING TO MEET STATE AND LOCAL CODES. 4. CUT TACTILE WARNING TILES TO FIT LENGTH OF CURB RAMP SPAN PER MANUFACTURER'S INSTRUCTIONS. TACTILE WARNING TILES 3 PLAN / SECTION 0" 3" 6" 12" SANDBLASTED STENCIL SCALE: 1" = 1'-0 2 PLAN 0' 1' 2' 4' SCALE: 1/4" = 1'-0"
EQ EQ CJ
CJ
CJ CJ
CJ NOTES: 1. CONTRACTOR TO PROVIDE MOCKUP FOR APPROVAL BY LANDSCAPE ARCHITECT. 2. STENCIL WILL BE FURNISHED BY OWNER. 3L9.01 CONCRETE PAVING - VEHICULAR CONTRACTION JOINT PATHWAY CENTERLINE EXPOSED AGGREGATE STENCIL AND SANDBLAST - SEE SPECS PATTERN CENTERLINE ℄ ℄
10 1/4" 3'-6 1/8" 4 1/2" 1'-4 1/2" 7" 2 1/8" 11 3/4" 2 5/8"5" NOT TO SCALE CURB BAND TYPE 1 4 SECTION 6" TC COMPACTED SUBGRADE CIP CONCRETE CURB NOTES: 1. PROVIDE CONTRACTION JOINTS TRANSVERSELY AT 12' OC MIN (EQUALLY SPACED). FG #3 CONT REBAR - TYP FS PLANTING 1/2" MIN
1" MAX
R=1/4" SUBGRADE BELOW EXISTING ENGINEERED WOOD FIBER
6" MIN X CONFIRM DEPTH OF EXISTING ENGINEERED WOOD FIBER TYPICAL PAVING SQUARE OFF 1 PLAN 0" 6" 12" 24" SCALE: 1/2" = 1'-0" NOTES: 1. PAVING SQUARE OFF APPLIES TO CONDITIONS WHERE PAVING RADIUS IS TANGENTIAL TO EXISTING CONCRETE PAVING OR CONCRETE CURB. 2. PAVING RADIUS VARIES, SEE PLANS. NEW CONCRETE PAVING - TYPE VARIES, SEE PLANS CONDITION VARIES (LAWN OR CONTAINER PLANTING), SEE PLANS SEE NOTE 1 & 2 EDGE CONDITION VARIES - SEE PLANS 10" MIN POINT OF TANGENCY
R=VARIES NOT TO SCALE CURB BAND TYPE 4 (PLAYGROUND)
7 PLAN / SECTION NOTES: 1. CURB BAND TO BE FLUSH WITH ADJACENT PAVING. 2. SEE MATERIALS PLAN FOR LOCATION OF DIFFERENT EDGE CONDITIONS. 3. SEE GRADING PLAN FOR CURB BAND SLOPE. 1'-7 3/4" AGGREGATE BASE COMPACTED SUBGRADE 6" 6" MIN SECTION "A":
℄ 2"
2" FS FS
3L9.01 CONCRETE PAVING - VEHICULAR 5" 4" 1/2" 1 1/4" 3/4" 2 1/2" R1/4" PLAN "B" 1/4" THICK STEEL PLATE - TYP 1 1/8" 1L9.14 PLAY MATTA SAFETY SURFACING SURFACE MOUNTED STEEL POST ( 2 1/2" X 2 1/2" POST) - SEE SPECS COLD JOINT OR MONOLITHIC 6" NOTE: PROVIDE CONTRACTION JOINTS TRANSVERSELY ALONG CONCRETE EDGE RESTRAINT A MINIMUM OF 12' AND ISOLATION JOINTS A MINIMUM OF 40'. 6" CIP CONCRETE CURB - MONOLITHIC POUR OR COLD JOINT (2) #4 CONT LONGITUDINAL REBAR 4" 1/4" RADIUS EDGE - TYP RAISED CURB TYPE 2
9 SECTION 0" 2" 4" 8" SCALE: 1 1/2" = 1'-0" TC FS FS
VAR -
4" MIN EDGE CONDITION VARIES, EITHER NEW ASPHALT PAVING, NEW GUTTER, VEHICULAR CONCRETE, OR PLANTING - SEE PLANS AGGREGATE BASE COMPACTED SUBGRADE CONCRETE TYPE VARIES - SEE PLANS CURB BAND TYPE 2 (PLAYGROUND) 5 SECTION 0" 1" 2" 4" SCALE: 3" = 1'-0"
R=1/4" TYP EDGE CONDITION VARIES. EITHER EXISTING ENGINEERED WOOD FIBER SAFETY SURFACING, PLANTING OR CONCRETE. WHERE ADJACENT TO CONCRETE PAVING, POUR CURB MONOLITHIC WITH THE PAVING. 1/2" MIN
1" MAX FLUSH CONCRETE CURB COMPACTED SUBGRADE UV STABILIZED GEOTEXTILE FABRIC COMPACTED BASE FOAM SHOCKPAD, DEPTH VARIES #3 CONT REBAR 10" NOTES: 1. PLAY MATTA TILE AND SUBSURFACE SHOWN FOR REFERENCE ONLY. REFER TO MANUFACTURER'S DETAILS AND SPECIFICATIONS. 2. PLAYGROUND CURB EXTENDS UP EMBANKMENT. REFER TO GRADING PLAN FOR SIDE SLOPES. 1L9.14 PLAY MATTA SAFETY SURFACING 9 1/2" UV STABILIZED GEOTEXTILE FABRIC PLAY MATTA ORIGINAL MAT WHERE ADJACENT TO CONCRETE PAVING, THE EDGE OF PAVING INDICATED ON PLANS IS THIS EDGE OF THE SAFETY SURFACING. NOT TO SCALE CURB BAND TYPE 3 6 PLAN / SECTION NOTES: 1. CURB BAND TO BE FLUSH WITH ADJACENT PAVING. 2. SEE MATERIALS PLAN FOR LOCATION OF DIFFERENT EDGE CONDITIONS. 3. SEE GRADING PLAN FOR CURB BAND SLOPE. 5" 4" 1/2" 1 1/4" 3/4" 2 1/2" R1/4" 1'-6"
6" MIN SECTION "A": CONDITION 1
℄ 2"
2" PLAN "B" 1/4" THICK STEEL PLATE - TYP 1 1/8"
4L9.01 CONCRETE PAVING - PEDESTRIAN FS FGTURF OR PLANTING COMPACTED SUBGRADE 1'-6" 6" MIN SECTION "A": CONDITION 2
℄ 2"
2" FGTURF OR PLANTING
1/2" MIN
1" MAX FS
1/2" MIN
1" MAX AGGREGATE BASE COLD JOINT OR MONOLITHIC SURFACE MOUNTED STEEL POST (2 1/2" X 2 1/2" POST) - SEE SPECS G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 Xref G:\Projects\220065.1_Crescent_City_Beachfront_Park\02_Production\01_CAD\02_Xrefs\X_SeaReach\X_redwood.dwg Xref G:\Projects\220065.1_Crescent_City_Beachfront_Park\02_Production\01_CAD\02_Xrefs\X_SeaReach\X_burden basket.dwg 02/20/2026 03/31/2027 Site Details SSGMBJ L9.0355 TW 1/2" CHAMFER - TYP 1/2"
1/2" 1/2" A. END ELEVATION TW3-WAY 1/2" CHAMFER CONDITION - TYP B. WALL REVEAL / CONTRACTION JOINT ELEVATION 1/2" DEEP JOINT - TYP NOT TO SCALE CONCRETE WALL JOINTS / REVEALS 7 ELEVATION / SECTION CONCRETE WALL NOT TO SCALE CONCRETE SEATWALL 6 SECTION / ELEVATION 6" 1'-6" 4" MIN TW FS 6" FG NOTES: 1. HEIGHT FROM TOP OF WALL TO FINISHED SURFACE OR FINISHED GRADE VARIES - SEE GRADING PLAN. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. AGGREGATE BASE - TYP CIP CONCRETE, SMOOTH FORM FINISH #4 REBAR STIRRUP @ 18" OC (6) #4 CONT HORIZ REBAR COMPACTED SUBGRADE - TYP 6L9.01 ISOLATION JOINT REVEAL - BEYOND FS VARIES SEE PLANS 1L9.06 SKATE DETERRENT TYPE 1 TW 7L9.03 CONCRETE WALL JOINTS/ REVEALS 1L9.06 SKATE DETERRENT TYPE 1 B SECTION "A" ELEVATION "B" A A 1/2" CHAMFER EDGE LAWN AREA ±12" MIN ±18" MAX ±24" MIN ±36" MAX EQ EQ EQ EQ ℄ ℄ ℄ 6" ℄ 3L9.01 CONCRETE PAVING - VEHICULAR
1'-6" MIN
3'-1"
3" MIN, SEE
NOTE 1 8" MIN DRAIN ROCK AT BACK EDGE OF WALL
VAR CURB RAMP TYPE 1 2 PLAN 0' 1' 2' 4' SCALE: 1/4" = 1'-0" IJ
IJ
CJ 1V:12H MAX
CJ 1V:12H MAX
2% MAX TOP OF CURB FLUSH WITH RAMP RUN - TYP TRANSITION PANEL 36" DEEP, 2% MAX SLOPE - TYP BOTH SIDES 7L9.01 CONTRACTION JOINT LEVEL AREA / TURNING SPACE 4L9.01 CONCRETE PAVING - PEDESTRIAN PLANTING AREA 6L9.01 ISOLATION JOINT - TYP 3L9.01 CONCRETE PAVING - VEHICULAR 6"
6'-0" RAMP 6'-0" RAMP 6'-0"
3'-0" 8'-0" NOTES: 1. TACTILE WARNING TO MEET STATE AND LOCAL REQUIREMENTS. 2. SEE GRADING PLAN FOR CURB RAMP SPOT ELEVATIONS. 9L9.02 RAISED CURB TYPE 2 3L9.02 TACTILE WARNING TILES 1V:12H MAX
7'-0 3/4" 3'-0" 4'-0" 6" 4L9.01 CONCRETE PAVING - PEDESTRIAN NOT TO SCALE CURB RAMP TYPE 4 5 PLAN / SECTION TRANSITION PANEL 36" DEEP, 2% MAX SLOPE - TYP IJ 6L9.01 ISOLATION JOINT CJ BNOTES: 1. TACTILE WARNING TO MEET STATE AND LOCAL REQUIREMENTS. 2. SEE GRADING PLAN FOR CURB RAMP SPOT ELEVATIONS. 1V:12H MAX GUTTER RAMP LANDING 3'-0" MIN 3'-4" 10" 6" 36" MIN 5% MAX 4L9.01 CONCRETE PAVING - PEDESTRIAN PLAN "A" SECTION "B" FS NEW CURB AND GUTTER TO TIE INTO EXISTING CURB AND GUTTER - TYP 6" PLANTING AREA (LAWN) 9L9.02 RAISED CURB TYPE 2 TRANSITION PANEL 36" DEEP, 2% MAX SLOPE - TYP CURB RAMP TYPE 3 4 PLAN 0' 1' 2' 4' SCALE: 1/4" = 1'-0" PLANTING AREA (LAWN) 4L9.01 CONCRETE PAVING - PEDESTRIAN 6L9.01 ISOLATION JOINT - TYP 3L9.02 TACTILE WARNING TILES NEW CURB AND GUTTER TO TIE INTO EXISTING CURB AND GUTTER - TYP 2% MAX NOTES: 1. TACTILE WARNING TO MEET STATE AND LOCAL REQUIREMENTS. 2. SEE GRADING PLAN FOR CURB RAMP SPOT ELEVATIONS. 1V:12H MAX CJ IJ 6'-0"
3'-0" 5'-0" 1L9.01 ASPHALT PAVING (PATCH WHERE IMPACTED) 1'-6" TRANSITION PANEL 36" DEEP, 2% MAX SLOPE 9L9.02 RAISED CURB TYPE 2 NOT TO SCALE MOUNTABLE CONCRETE CURB 1 SECTION COMPACTED SUBGRADE CONCRETE CURB 6" 1'-6"
MIN 2" 3L9.01 CONCRETE PAVING - VEHICULAR AGGREGATE BASE 1'-0"
3" #4 CONT HOR REBAR @ 12" OC EACH WAY FS FS NOTE: 1. TOP OF ALL CURB SHALL SLOPE TOWARDS ASPHALT PAVING AT 2% MAX. 2. PROVIDE A TRANSITION BETWEEN A STANDARD AND MOUNTABLE CONCRETE CURB - TYPICAL. 6" 4" RADIUS EDGE - TYP CONDITION VARIES, EITHER NEW GUTTER OR NEW ASPHALT PAVING - SEE PLANS CURB RAMP TYPE 2 3 PLAN 0' 1' 2' 4' SCALE: 1/4" = 1'-0" NOTES: 1. TACTILE WARNING TO MEET STATE AND LOCAL REQUIREMENTS. 2. SEE GRADING PLAN FOR CURB RAMP SPOT ELEVATIONS.
IJ
CJ
CJ
IJ
2% MAX 1V:12H MAX 1V:12H MAX
3'-0" 5'-0" RAMP 6'-0" 5'-0" RAMP 6'-0" LEVEL AREA / TURNING SPACE EXISTING LAWN 5'-0"
6" EXISTING CONCRETE RETAINING WALL TRANSITION PANEL 36" DEEP, 2% MAX SLOPE - TYP BOTH SIDES 7L9.01 CONTRACTION JOINT 4L9.01 CONCRETE PAVING - PEDESTRIAN 6L9.01 ISOLATION JOINT - TYP 3L9.01 CONCRETE PAVING - VEHICULAR 3L9.02 TACTILE WARNING TILES TOP OF CURB FLUSH WITH RAMP RUN - TYP 1'-1 1/2"6'-0" 9L9.02 RAISED CURB TYPE 2
NOT TO SCALE CONCRETE STAIRS 2 SECTION
6" BS 1% STAGE STEM WALL BEYOND - SEE STRUCTURAL STAGE CONCRETE SLAB - SEE STRUCTURAL SEE STRUCTURAL FOR FOOTINGS AND SUBGRADE SEE STRUCTURAL FOR DOWEL SPECS AT STAIR 4L9.01 CONCRETE PAVING - PEDESTRIAN 3L9.04 5L9.01 DOWELED EXPANSION JOINT FS FS TW 6" 1L9.06 SKATE DETERRENT TYPE 1 4L9.04 STAIR HANDRAIL - BEYOND 5L9.01 DOWELED EXPANSION JOINT CHEEK WALL (BEHIND) SHOWN FOR REFERENC ONLY - SEE STRUCTURA TS CONCRETE STAIR NOSING G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027
Site Details SSGMBJ L9.0456 ELEVATION "B" NOT TO SCALE STAIR HANDRAIL 4 SECTION / ELEVATION TSBS 3" 3'-0" TYP STAGE STEM WALL - SEE STRUCTURAL 2L9.04 CONCRETE STAIRS BS FS 3'-0" 1'-6" FS FS 1'-6"
3'-0" 5L9.04 10" SECTION / ELEVATION "A" STAGE STEM WALL - SEE STRUCTURAL SEE GRADING PLAN FOR SLOPE OF FINISHED SURFACE AT TOP OF STAGE 2L9.04 CONCRETE STAIRS TS TW X 4" OC 2 ℄ ℄ ℄ L9.06 SKATE DETERRENT TYPE 2 2L9.06 SKATE DETERRENT TYPE 2 B 2 2 L9.05 L9.05 PLAN "C" C TOP OF STAIR R=3" R=5" HANDRAIL GRADE BREAK. TOP RAIL OF HANDRAIL TO BE CONTINUOUS. 10 1/2" 1'-6" MIN OC 3'-0" MAX OC HANDRAIL GRADE BREAK 10 1/2" 7 1/2" HANDRAIL CONNECTION AT TOP OF STAGE - BEYOND 1'-6" 4" CHEEK WALL (BEHIND) TO BE FLUSH WITH TOP OF STAIR. SEE STRUCTURAL FOR CHEEK WALL / STEM WALL FOUNDATION 10 1/2" MIN 3" 11 1/2" OC ANGLE OF HANDRAIL TO MATCH ANGLE OF CHEEK WALL TW 4" ±156° 5'-0" 8" PL 5/8" X 2" SS POST - TYP 2" OD SS PIPE BOTTOM RAIL 2" OD SS PIPE TOP RAIL CONTINUOUS TOP RAIL 3 1/2" HANDRAIL END CONDITION STAIR HANDRAIL FOOTING / EMBEDMENT 1% 3/8" TYP 2 1/2" TYP 1/4" TYP 1/4" TYP 1" GROOVED TREAD - STOP GROOVES 4" FROM OUTSIDE EDGE NOT TO SCALE CONCRETE STAIR NOSING 3 SECTION TREAD - LIGHT BROOM FINISH FACE OF RISER - SMOOTH TROWEL FINISH CONCRETE STAIRS R=1/4" - TYP 1" 1/2" TYP NOTE: STAIR NOSING TO BE CONTINUOUS ALONG ENTIRE LENGTH OF EACH STAIR TREAD. 1'-0" TYP REINFORCEMENTS NOT SHOWN - SEE STRUCTURAL FOOTING SIZE VARIES - SEE CONCRETE STAIRS DETAIL (2) THIS SHEET 1'-0" MIN 2-1/2" DIA CORE DRILLED HOLE FILLED W/ NON-SHRINK GROUT (2) PL 3/8" X 3/4" LENGTH TABS WELDED TO POST COMPACTED SUBGRADE6" MIN VAR STAIR HANDRAIL FOOTING / EMBEDMENT 5 SECTION 0" 2" 4" 8" SCALE: 1 1/2" = 1'-0" PL 5/8" X 2" SS POST PL 1/4" X 3" SQ SS POST BASE CAP CUT TO ACCEPT POST AND SET FLUSH TO FINISH SURFACE 3/16 FS PAVING / STAIRS - SEE PLAN CONCRETE SEATWALL LAYOUT 1 PLAN 0' 2' 4' 8' SCALE: 1/8" = 1'-0" ℄℄ ℄ ℄ CP BEYOND ℄ ℄ R=45'-0"
R=125'-0" 1L9.06 SKATE DETERRENT TYPE 1 NOTES: 1. OWNER'S REPRESENTATIVE TO APPROVE FINAL LAYOUT BEFORE INSTALL. 2. REVEALS TO BE SPACED EVENLY OC BETWEEN SKATE DETERRENTS. SKATE DETERRENTS SHALL NOT BE APPLIED AT REVEALS. 3. SEATWALL RADIUS VARIES. 6L9.03 CONCRETE SEATWALL 7L9.03 CONCRETE SEATWALL JOINTS/ REVEALS - TYP 1L9.08 TRENCH DRAIN POINT OF TANGENCY - SEE LAYOUT PLAN NOT TO SCALE CONCRETE RAMP 6 SECTION RAMP RUN - SEE PLANS 1L9.05 RAMP HANDRAIL BR TRGRADE BREAK GRADE BREAK RAMP THICKENED EDGE - BEYOND. SEE STRUCTURAL 8.33% MAX NOTES: 1. RAMPS SHALL NOT EXCEED 8.33% LONGITUDINAL RAMP RUN SLOPE; 2% CROSS SLOPE ALONG RAMP RUNS AND LANDINGS; AND NOT EXCEED 30' IN LENGTH OR 30" IN VERTICAL GRADE CHANGE WITHOUT A LANDING. 2. SEE GRADING PLAN FOR DESIGN SLOPES. LANDING 60" MIN LENGTH 2% MAX 2% MAX STAGE CONCRETE SLAB AT TOP OF RAMP - SEE STRUCTURAL SECTION "A" SEE STRUCTURAL FOR PAVING THICKNESS AND SUBGRADE EMBANKMENT SLIDE 3 SECTION 0" 8" 16" 32" SCALE: 3/8" = 1'-0" TOE OF MOUND FS FS 4L9.01 CONCRETE PAVING - PEDESTRIAN SEE NOTE 1 CAST CONCRETE SLIDE ENTRY MODULE BY OTHERS - SEE MANUFACTURER SLIDE ENTRY SIT-DOWN BAR STEEL ANGLE SLIDE MOUNTING BRACKETS (6) - SEE MANUFACTURER PE18 EARTH ANCHORS (8) STRUCTURAL FILL CONCRETE FOOTING 60° 5L9.05 6L9.05 SEE NOTE 2 NOTES: 1. CONCRETE PAVING TO BE FLUSH WITH ADJACENT SLIDE ENTRY MODULE. 2. COMPACTED BASE COURSE TO BE USED BENEATH PLAY MATTA TILES AND SHOCK PAD AT TOE OF MOUND. CONCRETE BASE TO BE USED BENEATH PLAY MATTA TILES AND SHOCK PAD ALONG EMBANKMENT SLOPE. SEE EMBANKMENT SLIDE ENLARGEMENTS. SEE NOTE 2 4'-0" CAST CONCRETE SLIDE BED MODULES (2) SURFACING BEYOND BOTTOM OF SLIDE BED 1L9.14 LAY MATTA SAFETY SURFACING G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027
Site Details SSGMBJ L9.0557 NOT TO SCALE RAMP HANDRAIL 1 ELEVATION / SECTION 3'-0" 1'-6" TYP RAMP RUN - SEE PLANS 5'-0" MAX POST SPACING - TYP 1'-6" TOP BOTTOM FS 12" HORIZONTAL RUN AT TOP AND BOTTOM OF RAMP - TYP PL 5/8" X 2" SS END POST - TYP PL 5/8" X 2" SS INTERMEDIATE POST 2" OD SS PIPE TOP RAIL 2L9.05 ELEVATION "A" RAMP CLEAR WIDTH A SECTION "B" 2L9.05 HANDRAIL END FS CONCRETE WALL - SEE STRUCTURAL 2 1/2" CLR TYP 4" TYP OC 3" CORE DRILLED HOLE FILLED W/ NON-SHRINK GROUT PL 5/8" X 2" SS POST - TYP 2" OD SS PIPE TOP RAIL ℄ TR/ TW BR SLAB ON GRADE - SEE STRUCTURAL 3" HANDRAIL END CONDITION CONDITION 3'-0" TW B RAMP - INDICATED FOR REFERENCE ONLY - SEE STRUCTURAL 10" 2" OD SS PIPE TOP RAIL PL 5/8" X 2" SS POST - TYP TOP RAILS TO CONNECT AT TOP OF RAMP 3'-0"
VAR 2" OD SS PIPE BOTTOM RAI SEE NOTE 1
10" 3"
3 1/2" SEE NOTE 1 NOTE: BOTTOM RAIL TO BE APPLIED WHERE THERE IS A VERTICAL DROP IN ELEVATION (AT TOP OF WALL). 2" OD SS PIPE BOTTOM RAIL 3 1/2"
2'-4 1/2" BOTTOM OF RAMP 3'-0" MAX OC 2L9.06 SKATE DETERRENT TYPE 2 4'-0" NOT TO SCALE TOE OF MOUND 5 SECTION 1'-0" 2'-0" FS 60° STRUCTURAL FILL ON EMBANKMENT 4L9.05 EMBANKMENT SLOPE BEYOND 1'-0"
10 3/4" CAST CONCRETE SLIDE EXIT MODULE 4" X 4" x 3/8" AL ANGLE FOOTING MOUNTING BRACKETS (6) W/ 7/8" DIA HOLES COMPACTED SUBGRADE CONCRETE FOOTING 3'-0"
1'-2 7/8" 4'-0" PLAY MATTA SAFETY SURACING - BEYOND (BEHIND SLIDE STRUCTURE) R=2'-6" TOE OF MOUND TRANSITION FROM COMPACTED AGGREGATE BASE TO CONCRETE BASE BENEATH PLAY SURFACING 1'-0" 1'-0"
6" 6" CONCRETE BASE NOTES: 1. PLAY SURFACING ON EMBANKMENT INCLUDES PLAY MATTA TILE SYSTEM WITH F55 SHOCK PAD - SEE SPECIFICATIONS. SHOCK PAD DEPTH IS CONSISTENT ACROSS EMBANKMENT. 2. SHOCK PAD DEPTH VARIES PAST THE TOE OF MOUND BASED ON CRITICAL FALL HEIGHTS. 1L9.14 PLAY MATTA SAFETY SURFACING, SEE NOTE 2 NOT TO SCALE TOP OF MOUND 6 SECTION / ENLARGEMENT 4L9.01 CONCRETE PAVING -PEDESTRIAN 3'-2" 2'-1" SLIDE ENTRY SIT-DOWN BAR: SECURED TO ENTRY WITH 1/2" - 13 X 1" SS BUTTON HEAD SECURITY SCREWS AND 1/2" SS WASHERS (4) STRUCTURAL FILL ON EMBANKMENT PE 18 EARTH ANCHOR (8) SLIDE MOUNTING BRACKETS SECURED WITH 1/2" X 1 1/2" SS HEX BOLTS AND 1/2" SS WASHERS (27) 4L9.05 EMBANKMENT SLOPE BEYOND. SEE NOTE 1 4" X 50" X 1/2" STEEL MOUNTING PLATE W/ 1 7/8" DIA MOUNTING HOLES (2) CAST CONCRETE SLIDE BED MODULES (2) FS 1'-4" PLAY MATTA SAFETY SURFACING BENCH AT TOP OF MOUND TOP OF MOUND AGGREGATE 1'-4" 6" CAST CONCRETE SLIDE ENTRY MODULE (BY OTHERS), AND PEDESTRIAN CONCRETE PAVING BEYOND 8" 6" SECTION "A" ENLARGEMENT "B"
4"
6" 6" STRUCTURAL FILL ON EMBANKMENT AGGREGATE CAST CONCRETE SLIDE ENTRY MODULE (BY OTHERS), AND PEDESTRIAN CONCRETE PAVING BEYOND T SECTION 3" FIXING PIN 1L9.14 PLAY MATTA SAFETY SURFACING NOTE: PLAY SURFACING ON EMBANKMENT INCLUDES PLAY MATTA TILE SYSTEM WITH F55 SHOCK PAD - SEE SPECIFICATIONS. SHOCK PAD DEPTH IS CONSISTENT ACROSS EMBANKMENT. CONCRETE BASE EMBANKMENT SLOPE 4 SECTION 0" 1" 2" 4" SCALE: 3" = 1'-0" 1" FS STRUCTURAL FILL CONCRETE BASE FOAM SHOCKPAD LAYER GEOTEXTILE FABRIC UV STABILIZED GEOTEXTILE FABRIC NOTE: PLAY SURFACING ON EMBANKMENT INCLUDES PLAY MATTA TILE SYSTEM WITH F55 SHOCK PAD - SEE SPECIFICATIONS. SHOCK PAD DEPTH IS CONSISTENT ACROSS EMBANKMENT. SHOCK PAD DEPTH VARIES PAST THE TOE OF MOUND BASED ON CRITICAL FALL HEIGHTS. 1" PLAY MATTA ORIGINAL MAT 60° 2.17" 6" NOT TO SCALE HANDRAIL END CONNECTION 2 SECTION / ELEVATION PL 5/8" X 2" SS POST - TYP 2" OD SS PIPE TOP RAIL PL 5/8" X 2" SS POST - TYP 2" OD SS PIPE TOP RAIL B NOTE: 1. SEAMLESSLY GRIND WELD JOINTS SMOOTH BETWEEN POST AND TOP RAIL. 1/4" DIA WEEP HOLE SEE NOTE 1 3/16 GRIND SMOOTH 3/16 GRIND SMOOTH A ELEVATION "A" SECTION "B" G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027
Site Details SSGMBJ L9.0658 SKATE DETERRENT TYPE 1 1 SECTION / ELEVATION / PLAN 0" 1/4"1/2" 1" SCALE: 1" = 1" SECTION "A" NOTES: 1. SKATE DETERRENT LOCATIONS INDICATED ON THE PLANS. 2. INSTALL PER THE MANUFACTURER'S INSTRUCTIONS. EDGE CONDITION VARIES (CHAMFER OR RADIUS) TW 1" OC 2 1/4" 1/2" Ø 1" DIA ELEVATION "B"
2 1/4" 1/2" Ø
1" Ø PLAN "C" C EITHER CONCRETE SEATWALL OR STEMWALL AT STAGE - SEE STRUCTURAL EPOXY SKATE DETERRENT TYPE 2 2 ELEVATION / PLAN 0" 1/4"1/2" 1" SCALE: 1" = 1" NOTES: 1. SPACE SKATE DETERRENTS 3' OC MAX ALONG HANDRAIL. SEE PLANS. 2. INSTALL PER THE MANUFACTURER'S INSTRUCTIONS. PLAN "A" 3" 1 7/8" ELEVATION "B"
1" SKATE DETTERENT TO BE ATTACHED TO HANDRAIL WITH OUTER DIAMETER OF 2". AGGREGATE BASE MUSICAL INSTRUMENT - EMBEDDED PER MANUFACTURER'S INSTRUCTIONS COMPACTED SUBGRADE 18" CONCRETE FOOTING 18" 4" 4" TYP. 6" COMPACTED AGGREGATE BASE MUSICAL INSTRUMENT FOOTING 3 SECTION 0" 3" 6" 12" SCALE: 1" = 1'-0 4L9.01 CONCRETE PAVING - PEDESTRIAN NOTE: FOOTING SIZE FOR OTHER PLAYGROUND EQUIPMENT (NON-MUSICAL EQUIPMENT) VARIES - SEE MANUFACTURER. 1'-6" NOT TO SCALE ACCESSIBLE PICNIC TABLE 4 PLAN / ELEVATION / SECTION 18" 65"
32" 31"
4" 62" 19" 3"
65"
33" 62" 4" 30" ELEVATION "A" ENLARGEMENT "B" NO MOUNTING SYSTEM FS ELEVATION "C" PLAN "D" A INTEGRALLY CAST SKATE DETERRENT NOTES: 1. PICNIC TABLE IS OWNER FURNISHED, CONTRACTOR INSTALLED. 2. DETAIL IS FOR REFERENCE ONLY. SEE FURNISHING SCHEDULE AND SPECIFICATIONS. 3. VERIFY ORIENTATIONS OF TABLE WITH OWNERS REPRESENTATIVE PRIOR TO INSTALL. D BICYCLE RACK 7 SECTION / PLAN 0" 3" 6" 12" SCALE: 1" = 1'-0 FS R=3 1/16" ID TYP ℄ ℄ 2'-6" 3/8 TYP 2'-11" 3/8 TYP B. SECTION PL 1/4" X 2 1/2" 1 1/2" SCH 40 STEEL PIPE (1.90" OD) 1'-0" 10" 6"
1'-6" 3L9.01 CONCRETE PAVING - VEHICULAR PL 5/8" RECTANGULAR FLANGE - SEE FLANGE PLAN - TYP 4" DEEP CRUSHED ROCK BASE 12" DIA CONCRETE FOOTING - TYP PL 5/8" REC FLANGE A. FLANGE PLAN (2) 1/2" DIA X 3 1/2" LENGTH SSTL PIN HEX BUTTON HEAD 3" 6 1/2"
1"
TYP ℄ 1/2" DIA X 3 1/2" LENGTH SSTL PIN HEX BUTTON HEAD WITHIN SSTL DROP-IN ANCHOR - TYP NOTES: 1. BENCH PROVIDED BY OWNER. 2. DETAIL IS FOR REFERENCE ONLY. SEE FURNISHING SCHEDULE AND SPECIFICATIONS. 68 1/2" 18 1/2"
23 1/4"
25 3/4"
32"
1/4" 1/4" 1/4"
1/2" BENCH 6 PLAN/ ELEVATION / ENLARGEMENT 0" 8" 16" 32" SCALE: 3/8" = 1'-0" PERFORATED SEAT AND BACK PANEL NOT SHOWN ALUMINUM END CASTINGS SURFACE MOUNTED FOOT PLAN "A" ELEVATION "B" ENLARGEMENT "C" ENLARGEMENT "D" ELEVATION "E" PERFORATED STEEL PATTERN SURFACE MOUNT D B NOT TO SCALE STANDARD PICNIC TABLE 5 PLAN / ELEVATION / SECTION 18" 65" 3" ELEVATION "A" ENLARGEMENT "B" NO MOUNTING SYSTEM FS INTEGRALLY CAST SKATE DETERRENT NOTES: 1. PICNIC TABLE IS OWNER FURNISHED, CONTRACTOR INSTALLED. 2. DETAIL IS FOR REFERENCE ONLY. SEE FURNISHING SCHEDULE AND SPECIFICATIONS. 65"
33" 4" PLAN "D" A
45" 92" 24"
32"
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027
Site Details SSGMBJ L9.0759 NOT TO SCALE ACCESSIBLE DRINKING FOUNTAIN 4 PLAN/ SECTION / ELEVATION SECTION "C" PLAN "A" ELEVATION "B" 10" 3" 10" 14 9/16" 44"
6 9/16"
27"
33 5/16"
34 11/16" FS NOTES: 1. INSTALL PER THE MANUFACTURER'S INSTRUCTIONS. 2. VERIFY ORIENTATION WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. NOT TO SCALE STANDARD BOLLARD 1 PLAN / SECTION / ENLARGEMENT NOTE: 1. VERIFY BOLLARD BASE DIMENSION TO CONFIRM DIAMETER OF CONCRETE FOOTING, AND INSTALL PER THE MANUFACTURER'S INSTRUCTIONS. 2. UNITS FROM MANUFACTURER HAVE BEEN CONVERTED TO INCHES. CONFIRM DIMENSIONS PRIOR TO INSTALLATION. 3. SEE ELECTRICAL FOR CONDUIT AND ELECTRICAL CONNECTIONS. 4.29" 3.03"
7.32"3.34"7.32" ℄
2'-6" 1'-4" BASE PLATE WITH (4) GALVANIZED STEEL ANCHOR BOLTS 1/2" X 15" LONG. COMPACTED SUBGRADE 1' - 1" 3 3/4" CONCRETE FOOTING ℄ AGGREGATE BASE CONCRETE TYPE AT EDGE CONDITION VARIES - SEE PLANS
6.96"
4" SECTION "A" ENLARGEMENT "C" PLAN "B" A
7'-0" HSS 2.375 x .188 GALV. SOLID POST - CAP TOP OF POST 12"Ø C.I.P. CONCRETE FOOTING2'-0" 1'-6" FINISH SURFACE POST EMBEDMENT NOTE: 1. SEE DETAIL X ON SHEET XX FOR SIGN TYPE DESIGNATION AND LAYOUT. 2. INSTALL "VAN ACCESSIBLE" SIGN DIRECTLY BELOW "ADA SIGN" FOR VAN STALLS. 3. INSTALL "ARROW" SIGN DIRECTLY BELOW "ACCESS AISLE" SIGN AS INDICATED. 4. MOUNT SIGNS PER MANUFACTURER REQUIREMENTS. SIGN TYPE 2 - SEE NOTES 2 AND 3 SIGN TYPE 1 - SEE NOTE 1NOT TO SCALE ADA PARKING SIGN 7 SECTION NOT TO SCALE REMOVABLE BOLLARD 3 PLAN / SECTION-ELEVATION NOTE: INSTALL PER THE MANUFACTURER'S INSTRUCTIONS. PLAN "A" FS4 1/2" 4 1/2" Ø1'-2" ADJACENT PAVING, TYPE VARIES - SEE PLANS CONCRETE FOOTING POST FOOTING SLEEVE REMOVABLE BOLLARD INSERT POST WITH METAL DOME TOP #4 REBAR 4" DEPTH CRUSHED ROCK SURFACING SECTION/ ELEVATION "B" COLD JOINT ADJACENT PAVING W/ TOOLED EDGE CONCRETE FOOTING Ø1'-2" POST WITH METAL DOME TOP 2'-0" B A LOCK PATH OF TRAVEL LOCK TO BE LOCATED ON THE OPPOSITE END FROM THE MAIN PATH OF TRAVEL (ENTRANCES) NOT TO SCALE PRECAST CONCRETE WHEEL STOP 8 SECTION / PERSPECTIVE 6' LENGTH PRECAST CONCRETE WHEEL STOP (2) THROUGH HOLES 3/4" TO 1" DIAMETER - PIN WITH REBAR SIZE AND LENGTH PER MANUFACTURER'S INSTRUCTIONS 6" 9" 5" THROUGH HOLE - 3/4" TO 1" DIAMETER AND PINNED WITH REBAR TO SIZE AND LENGTH PER MANUFACTURER'S INSTRUCTIONS NOTE: 1. WHEEL STOP FURNISHED MAY HAVE SLIGHT VARIATIONS IN SHAPE AND DIMENSIONS THAN SHOWN IN DETAIL. INSTALL PER MANUFACTURER'S REQUIREMENTS. FINISH SURFACE OF PAVING 6' LENGTH PRECAST CONCRETE WHEEL STOP A. SECTION B. PERSPECTIVE DRAINAGE NOTCH - TYPICAL NOT TO SCALE WAYFINDING SIGN 5 SECTION / ENLARGEMENT 4'-0"
1'-4" 6 X 6 WOOD POST (5 1/2" X 5 1/2" NOMINAL SIZE) STRONGTIE 6 X 6 PBST CAST-IN-PLACE POST BASE POWDER-COATED METAL COLLAR SPACE TO AFFIX ADDITIONAL SIGNAGE SUCH AS CITY LOGO OR WAYFINDING SIGNAGE. TBD WITH GUIDANCE BY OWNER'S REPRESENTATIVE. 2 1/2" X 3/8" HEX HEAD EXTERIOR WOOD SCREW SPACE TO AFFIX ADDITIONAL SIGNAGE SUCH AS CITY LOGO OR WAYFINDING SIGNAGE. TBD WITH GUIDANCE BY OWNER'S REPRESENTATIVE. STRONGTIE 6 X 6 PBST CAST-IN-PLACE POST BASE CONCRETE FOOTING CONCRETE FOOTING SECTION: FRONT VIEW "A" SECTION: SIDE VIEW "B" (RIGHT) 4'-0"
1'-4" FG OR FS C ENLARGEMENT "C"
3'-0" 1'-6" EDGE CONDITION MAY VARY - EITHER CONCRETE PAVING (TYPE VARIES) OR EXISTING COMPACTED SUBGRADE. IF PLACING IN CONCRETE PAVING, TOP OF FOOTING TO BE FLUSH WITH ADJACENT PAVING. EXISTING GRADE TO BE 1/2" MIN TO 1" MAX BELOW TOP OF FOOTING. COMPACTED SUBGRADE NOTES: SEE SHEET G0.03 FOR APPROXIMATE WAYFINDING SIGN LOCATIONS. 1 WAYFINDING SIGN IS LOCATED WITHIN LOW. OTHER WAYFINDING SIGN LOCATIONS BEYOND LOW ARE TO BE OWNER DIRECTED. DETAIL "D" SIDE (L) FRONT SIDE (R) BACK 4 1/2"
9 1/4" 1 7/8"
2" MAX
GAP
3 3/4"
3/4" MIN
GAP 130° 6 X 6 WOOD POST (5 1/2" X 5 1/2" NOMINAL SIZE) 6L9.07 1-MILE LOOP TRAIL PLAQUE 6L9.07 1-MILE LOOP TRAIL PLAQUE 2 1/2" X 3/8" HEX HEAD EXTERIOR WOOD SCREW, 4 PER SIDE ETCHED WAVE PATTERN IN POWDER COATED METAL COLLAR 1-MILE LOOP TRAIL PLAQUE 6 ELEVATION 0" 1/4"1/2" 1" SCALE: 1" = 1" POWDER COATED METAL PLAQUE 2 1/2" X 3/8" HEX HEAD EXTERIOR WOOD SCREW INT 6 X 6 WOOD POST FINAL FONT TYPE, SIZE AND PLACEMENT TO BE DETERMINED BY OWNER'S REPRESENTATIVE 3 1/4" 1 MILE LOOP TRAIL Beachfront Park
5/8"
1/2"
MIN POST LIGHT 2 ELEVATION/ PLAN 0" 6" 12" 24" SCALE: 1/2" = 1'-0"
10.86" 14.96"
118.11"
0.59" 4" X 4" POST 9.84" ELEVATION "A" PLAN "B" MOUNTING DETAIL: PLAN "C" SINGLE POST TOP LUMINAIRE SURFACE MOUNT - SEE MANUFACTURER NOTES: 1. UNITS FROM MANUFACTURER HAVE BEEN CONVERTED TO INCHES, CONFIRM DIMENSIONS PRIOR TO INSTALLATION. 2. POST TO BE ORIENTED WITH POST TOP LUMINAIRE FACING INWARDS TOWARDS PAVING. BACK OF POST FACING LAWN AREA. SEE PLANS FOR POST LOCATIONS. 3. SEE ELECTRICAL FOR CONDUIT AND ELECTRICAL CONNECTIONS. FS 6.29" - 7.87" G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 Xref G:\Projects\220065.1_Crescent_City_Beachfront_Park\02_Production\01_CAD\02_Xrefs\X_SeaReach\X_redwood.dwg Xref G:\Projects\220065.1_Crescent_City_Beachfront_Park\02_Production\01_CAD\02_Xrefs\X_SeaReach\X_burden basket.dwg 02/20/2026 03/31/2027 Site Details SSGMBJ L9.0860 NOT TO SCALE TRENCH DRAIN 1 SECTION 6L9.01 ISOLATION JOINT - TYP FS 6" 8" 7 7/8"6" 6" 6" AGGREGATE BASE COMPACTED SUBGRADE CONCRETE PAVING 7 3/4" FS TYP #3 REBAR EMBEDMENT ANCHOR 6" TYP, WELDED TO FRAME. OVERALL LENGTH 18" OC ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS. 3L9.01 CONCRETE PAVING - VEHICULAR TRENCH GRATE - SEE SPECS 6L9.03 CONCRETE SEATWALL FACE OF WALL SLOPE BOTTOM OF CHANNEL TO DRAIN 1% MIN 6L9.01 ISOLATION JOINT NOTE: SEE CIVIL FOR TRENCH DRAIN OUTLET TO STORM SYSTEM. 12" - 24" NOTES: 1. BURY A MIN. OF 1/3 OF OVERALL DIAMETER OF BOULDER BELOW GRADE. BOULDER MUST REST IN STABLE POSITION FULLY SUPPORTING ITS OWN WEIGHT. SUBGRADE AND SURROUNDING SOIL MUST BE STABLE AND CAPABLE OF SUPPORTING BOULDERS WITHOUT SETTLING. BOULDERS MUST BE SECURE 2. GROUP BOULDERS AS SHOWN ON PLANS. 3. PROVIDE EXPANSION JOINTS AT CONCRETE EDGES ADJACENT TO BOULDERS. 4. COORDINATE LAYOUT IN FIELD WITH OWNER'S REP. 5. GRIND ALL EXPOSED EDGES TO 1/2" RADIUS MINIMUM. NOT TO SCALE BOULDER - EDGE CONDITION 3 SECTION BOULDER SIZES VARY 24" TO 36" FINISH GRADE COMPACTED AGGREGATE BASE COMPACTED SUBGRADE PLANTING SOIL - DEPTHS VARY 6" 6" ADJACENT PAVING - CONDITIONS VARY TRENCH DRAIN LAYOUT 2 PLAN 0' 1' 2' 4' SCALE: 1/4" = 1'-0" ℄℄ 8" 6L9.01 ISOLATION JOINT 3L9.01 CONCRETE PAVING - VEHICULAR CONCRETE SEATWALL 23'-7 1/4" 6" TYP 6" 1'-8" ℄ ℄R=44'-2"1L9.08 TRENCH DRAIN 7L9.01 CONTRACTION JOINT G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 Xref G:\Projects\220065.1_Crescent_City_Beachfront_Park\02_Production\01_CAD\02_Xrefs\X_SeaReach\X_redwood.dwg Xref G:\Projects\220065.1_Crescent_City_Beachfront_Park\02_Production\01_CAD\02_Xrefs\X_SeaReach\X_burden basket.dwg 02/20/2026 03/31/2027 EXISTING WATER METER NOT TO SCALE POINT OF CONNECTION DIAGRAM 1 PLAN FROM SOURCE TO SYSTEM TO
SYSTEM PROPOSED MAINLINE - TYP 6L9.09 ISOLATION VALVE ASSEMBLY - TYP M M EXISTING BACKFLOW PREVENTER EXISTING ISOLATION VALVE EXISTING MASTER VALVE PROPOSED MAINLINE TAP (TYP) PER CODE GATE VALVE - LINE SIZE EACH SIDE RECTANGULAR VALVE BOX WITH LOCKING COVER - TOP OF BOX 1/2" ABOVE MULCH IN PLANTING BEDS AND FLUSH IN LAWN BACKFLOW PREVENTION DEVICE MAINLINE PIPE TO ZONES BOX EXTENSION NOTE: INSTALL BACKFLOW PREVENTOR PER CODE AND REQUIREMENTS OF PREVAILING JURISDICTIONS. ADJUSTABLE PIPE SUPPORT - TYP (4) 4 X 8 X 8 MASONRY UNIT - TYP IRRIGATION SUPPLY FROM METER CONCRETE THRUST BLOCK 8" MIN DEPTH DRAINAGE BACKFILL FILTER FABRIC WRAP TO COVER BOX OPENINGS MIN HORIZ INTERIOR CLEARANCE FOR ALL COMPONENTS PER CODE 4 X8 X 8 MASONRY UNIT - BEYOND UNION EACH SIDE PER
CODE NOT TO SCALE BACKFLOW PREVENTION DEVICE ASSEMBLY 2 SECTION FLOWFG NOTES: 1. MAINLINE PIPE SHALL NOT CHANGE SIZE OR DIRECTION CLOSER THAN 10 PIPE DIAMETERS UPSTREAM OR 5 PIPE DIAMETERS DOWNSTREAM OF THE FLOW SENSOR 2. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWNSTREAM SIDE OF THE FLOW SENSOR MAINLINE PIPE FROM MASTER VALVE 6" MIN DEPTH DRAINAGE BACKFILL MAINLINE PIPE TO CONTROL VALVES (4) 4 X 8 X 16 MASONRY UNIT BLOCK TOP OF BOX FLUSH IN LAWN / 1/2" ABOVE MULCH IN PLANTING BEDS WATERPROOF WIRE CONNECTOR - TYP VALVE BOX - RECTANGULAR FLOW SENSOR - WIRE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATION FILTER FABRIC DECODER - ALLOW 5 FT. COILED SLACK PER DECODER 1/2 ON EITHER SIDE EARTH GROUND PER ASIC GUIDELINES 2-WIRE PATH FROM CONTROLLERNOT TO SCALE FLOW SENSOR / DECODER ASSEMBLY 4 SECTION FG 18" MIN
12" MIN. NOTE: 1. EXACT FITTING REQUIREMENTS, COMPONENT SHAPES AND SEQUENCE MAY DIFFER FROM THAT SHOWN.12" MIN VALVE ID TAG WIRES FROM DECODER TO VALVE SOLENOID VALVE BOX - TOP OF BOX FLUSH IN LAWN - 1/2" ABOVE MULCH IN PLANTING BEDS WATERPROOF WIRE CONNECTOR - TYP REMOTE CONTROL VALVE UNION - EACH SIDE OF VALVE LATERAL LINE (4) 4 X 8 MASONRY BLOCK - TYP 2-WIRE PATH FROM CONTROLLER 6" MIN DEPTH DRAINAGE BACKFILL FILTER FABRIC EARTH GROUND PER ASIC GUIDELINES MAINLINE DECODER - ALLOW 5 FT COILED SLACK PER DECODER 1/2 ON EITHER SIDE GATE VALVE - LINE SIZED NOT TO SCALE REMOTE CONTROL ZONE VALVE / DECODER ASSEMBLY 3 SECTION FG 4" +/- TOP OF BOX FLUSH IN LAWN / 1/2" ABOVE MULCH IN PLANTING BEDS 10" ROUND VALVE BOX QUICK COUPLER VALVE - MOUNT ABOVE BASE OF VALVE BOX AND ADJUST HT AS NECESSARY TO ACCEPT KEY 6" DEPTH DRAINAGE BACKFILL SCH 80 PVC NIPPLE - 3/4" X 8" MIN SCH 40 PVC STREET ELL SCH 40 PVC T X T 90 DEG ELL SCH 80 PVC NIPPLE - 3/4" X 8" MIN SCH 40 ELBOW OR TEE #4 REBAR X 36" LONG - FASTEN WITH (2) SSTL WORM DRIVE HOSE CLAMPS SCH 40 PVC STREET ELL MAINLINE (4) STANDARD UNIT PAVING BLOCK FILTER FABRIC NOT TO SCALE QUICK COUPLER VALVE ASSEMBLY 5 SECTION FG FG 2"
MIN NOT TO SCALE ISOLATION VALVE ASSEMBLY - BALL VALVE 6 SECTION (4) 4 X 8 X 8 MASONRY BLOCK - TYP TOP OF BOX FLUSH IN LAWN / 1/2" ABOVE MULCH IN PLANTING BEDS VALVE BOX - RECTANGULAR 6" MIN DEPTH DRAINAGE BACKFILL FILTER FABRIC IRRIGATION MAINLINE BALL VALVE (LINE SIZE) PVC SCH 80 MALE ADAPTER - TYP VALVE BOX EXTENSION 18" MIN MIN 3" CLEARANCE FROM LEVER HANDLE NOT TO SCALE MANUAL DRAIN VALVE ASSEMBLY 7 SECTION TOP OF BOX FLUSH IN LAWN / SEEDED AREAS TOP OF BOX 1/2" ABOVE MULCH IN PLANTING BEDS 10" ROUND VALVE BOX (4) STANDARD UNIT PAVING BLOCK 6" MIN DEPTH DRAINAGE BACKFILL FILTER FABRIC 6" PVC SCHEDULE 40 SLEEVE - LENGTH AS REQUIRED SECURE / WIRE TO VALVE IRRIGATION LATERAL OR MAINLINE - DEPTH PER PLANS PVC THREADED NIPPLE PVC ELL PVC THREADED NIPPLE 12" WIDE X 24" DEPTH DRAIN POCKET WITH DRAINAGE BACKFILL 2" FILTER FABRIC ANGLE VALVE WITH RISING STEM AND CROSS HANDLE 3" LONG PVC THREADED NIPPLE FG NOTE: ROTOR HEAD SHALL BE A MINIMUM OF 1" AND MAXIMUM OF 3" FROM EDGE OF WALK, PAVING, CURB, OR EDGER. 1" 12" MIN NOT TO SCALE ROTOR HEAD - PVC SWING JOINT ASSEMBLY 8 SECTION TOP OF BARK MULCH TOP OF TURF / LAWN POP-UP ROTOR HEAD PVC SCH 80 NIPPLE PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE - 1" X 8" MIN LATERAL LINE PVC SCH 40 STREET ELL PVC SCH 40 ELBOW OR TEE FG Irrigation Details SSGMBJ L9.0961
12" MIN
1" NOTE: SPRAY HEAD SHALL BE A MINIMUM OF 1" AND MAXIMUM OF 3" FROM EDGE OF WALK, PAVING, CURB, OR EDGER. POLY-PIPE - 12" MIN / 36" MAX LENGTH MARLEX - 90 DEG STREET ELL PVC SCH 40 - 90 DEG STREET ELL POP-UP SPRAY OR BUBBLER HEAD ASSEMBLY TOP OF TURF / LAWN TOP OF BARK MULCH LATERAL LINE MARLEX - 90 DEG STREET ELL PVC SCH 40 TEE OR ELBOW NOT TO SCALE SPRAY OR BUBBLER HEAD - SWING JOINT ASSEMBLY 9 SECTION FG G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027 18" MIN 1/3 TO 2/3
TREE HT
MIN BRANCH HT 2 X 2 X 8' LONG TREE STAKES SET IN FIRM SOIL TREE TIES DECIDUOUS TREE 12"
MIN VAR NOTE: TREE STAKES SHALL NOT INTERFERE WITH TREE BRANCHES. NOT TO SCALE DECIDUOUS TREE STAKING - ON SLOPE 8 SECTION / PLAN 5L9.11 TREE PLANTING ON SLOPE SINGLE STAKE PLAN TWO STAKE PLAN THREE STAKE PLAN TREE TIE - TYP TREE STAKE - TYP PREVAILING WIND PLANTING PIT - TYP 120° TYP TREE TRUNK - TYP FG NOT TO SCALE TREE PLANTING - B&B W/ PLANTING SOIL 4 SECTION SET ROOT CROWN (TRUNK FLARE) 2" ABOVE FINISH GRADE - SEE NOTE 1 REMOVE ROOT BALL PACKAGING AFTER TREE IS SET - SEE NOTE 2 ROOT BALL TO REST ON STABLE EXISTING SUBGRADE OR RECOMPACTED SUBGRADE SOIL BARK MULCH - KEEP 4" MIN AWAY FROM TRUNK LIGHTLY TAMP SOIL AROUND ROOT BALL TO STABILIZE TREE SCARIFY SIDES AND BOTTOM OF EXCAVATION 2X ROOT BALL DIA VAR NOTES: 1. ROOT CROWN TO BE VISIBLE BEFORE TREE IS SET. REMOVE TOP OF ROOT BALL MEDIA TO LOCATE IF NEEDED. 2. REMOVE TWINE, METAL BASKET, AND BURLAP ENTIRELY FROM ROOT BALL AFTER TREE IS SET. BURLAP SHALL BE CUT DOWN TO BASE OF ROOT BALL (DO NOT FOLD BURLAP). BURLAP ON BOTTOM MAY REMAIN IF NON-SYNTHETIC. ALL MATERIALS REMOVED FROM ROOT BALL PACKAGING SHALL BE REMOVED FROM PLANTING PIT. FG PLANTING SOIL - SEE SPECIFICATIONS 2X ROOT BALL DIA VAR NOT TO SCALE TREE PLANTING - B&B ON SLOPE W/ PLANTING SOIL 5 SECTION CUT FG SET ROOT CROWN (TRUNK FLARE) 2" ABOVE FINISH GRADE - SEE NOTE 1 REMOVE ROOT BALL PACKAGING AFTER TREE IS SET - SEE NOTE 2 BARK MULCH - KEEP 4" MIN AWAY FROM TRUNK PLANTING SOIL 3" HIGH FIRM SOIL SAUCER FORMED FROM EXCAVATED SOIL ROOT BALL TO REST ON STABLE EXISTING SUBGRADE OR RECOMPACTED SUBGRADE SOIL EXISTING SLOPE GRADIENT LIGHTLY TAMP SOIL AROUND ROOT BALL TO STABILIZE TREE FILL SCARIFY SIDES AND BOTTOM OF EXCAVATION NOTES: 1. ROOT CROWN TO BE VISIBLE BEFORE TREE IS SET. REMOVE TOP OF ROOT BALL MEDIA TO LOCATE IF NEEDED. 2. REMOVE TWINE, METAL BASKET, AND BURLAP ENTIRELY FROM ROOT BALL AFTER TREE IS SET. BURLAP SHALL BE CUT DOWN TO BASE OF ROOT BALL (DO NOT FOLD BURLAP). BURLAP ON BOTTOM MAY REMAIN IF NON-SYNTHETIC. ALL MATERIALS REMOVED FROM ROOT BALL PACKAGING SHALL BE REMOVED FROM PLANTING PIT. 1/3 TO 2/3
TREE HT VAR.
12"
MIN. CONIFER TREE 2 X 2 X 8' LONG TREE STAKES SET IN FIRM SOIL NOTE TREE STAKES SHALL NOT INTERFERE WITH TREE BRANCHES. 18" MIN TREE TIES NOT TO SCALE CONIFER TREE - STAKING 7 SECTION / PLAN 4L9.11 TREE PLANTING SINGLE STAKE PLAN TWO STAKE PLAN THREE STAKE PLAN TREE TIE - TYP TREE STAKE - TYP PREVAILING WIND PLANTING PIT - TYP 120° TYP TREE TRUNK - TYP FG NOT TO SCALE TREE- STAKING 6 SECTION / PLAN 18" MIN 1/3 TO 2/3
TREE HT
MIN BRANCH HT DECIDUOUS TREE 2 X 2 X 8' LONG TREE STAKES SET IN FIRM SOIL TREE TIES NOTE TREE STAKES SHALL NOT INTERFERE WITH TREE BRANCHES.
VAR
12"
MIN 4L9.11 TREE PLANTING THREE STAKE PLAN 120° TYP FG TREE TIE - TYP TREE STAKE - TYP PLANTING PIT - TYP TREE TRUNK - TYP BARK MULCH 6" MIN 12" PLANTING SOIL TYPE 1 SUBGRADE PREPARATION EXISTING SUBGRADENOT TO SCALE PLANTING SOIL TYPE 1 1 SECTION NOTES: 1. BARK MULCH LAYER IS AN ADDITION TO THE PLANTING SOIL AND IS NOT THE FINISH GRADE. 2. CONFIRM THE SUBGRADE IS AT THE PROPER ELEVATION PRIOR TO FINAL PLANTING SOIL INSTALLATION. 3. SUBGRADE TO SLOPE TO SUBSURFACE DRAINAGE LINES AND AWAY FROM STRUCTURES IF PRESENT. FG 4"
4"
MIN 4"PLANTING SOIL SUBGRADE PREPARATION EXISTING SUBGRADENOT TO SCALE PLANTING SOIL TYPE 2 2 SECTION NOTES: 1. CONFIRM THE SUBGRADE IS AT THE PROPER ELEVATION PRIOR TO FINAL PLANTING SOIL INSTALLATION. 2. SUBGRADE TO SLOPE TO SUBSURFACE DRAINAGE LINES AND AWAY FROM STRUCTURES IF PRESENT. FG PLANTING AREA TRIM TURF / GRASS HORIZONTALLY AND VERTICALLY LAWN AREA CUT EDGE ON LAWN SIDE AND 'TRENCH' SOIL AWAY FROM CUT EDGE NOT TO SCALE SHOVEL CUT EDGE 3 SECTION Planting Details SSGMBJ L9.1163 NOT TO SCALE SHRUB B&B PLANTING W/ PLANTING SOIL 9 SECTION NOTES: 1. ROOT CROWN TO BE VISIBLE BEFORE TREE IS SET. REMOVE TOP OF ROOT BALL MEDIA TO LOCATE IF NEEDED. 2. REMOVE TWINE, METAL BASKET, AND BURLAP ENTIRELY FROM ROOT BALL AFTER TREE IS SET. BURLAP SHALL BE CUT DOWN TO BASE OF ROOT BALL (DO NOT FOLD BURLAP). BURLAP ON BOTTOM MAY REMAIN IF NON-SYNTHETIC. ALL MATERIALS REMOVED FROM ROOT BALL PACKAGING SHALL BE REMOVED FROM PLANTING PIT. COMPACT PLANTING SOIL FIRM AT BASE WHERE ROOT BALL RESTS; LIGHTLY TAMP SOIL AROUND ROOT BALL TO STABILIZE SHRUB - DO NOT COMPACT SHRUB BARK MULCH - KEEP 2" AWAY FROM CROWN SET ROOT CROWN (TRUNK FLARE) 2" ABOVE FINISH GRADE - SEE NOTE 1 REMOVE ROOT BALL PACKAGING AFTER TREE IS SET - SEE NOTE 2 FG PLANTING SOIL - SEE SPECIFICATIONS G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027 BARK MULCH - KEEP 1" AWAY FROM CROWN GROUNDCOVER - TYP SET ROOT CROWN 1/2" ABOVE 1/2" FINISH GRADE - TYP NOTE: PRIOR TO PLANTING, REMOVE PLANT FROM CONTAINER AND LOOSEN SIDES BY LIGHTLY TEASING OR SCRATCHING ROOT MASS. NOT TO SCALE GROUNDCOVER PLANTING 2 SECTION OC SPACING TYP ℄ ℄ FG PLANTING SOIL - SEE SPECIFICATIONS EQ OC EDGE OF PLANT BED OR ADJACENT PLANT MASSING CONTINUOUS EQUALLY SPACED OUTER ROW AT EDGE OF PLANTING BED - FOLLOW BEDLINE AS DELINEATED ON THE PLANTING PLAN AND LOCATE PLANTS ONE-HALF OF ON CENTER DISTANCE FROM EDGE OF BEDLINE, OR ADJACENT PLANT MASSING, UNLESS INDICATED OTHERWISE AREA FOR PLANT SPACING ADJUSTMENT ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR OC SPACING AS SPECIFIED ON PLANTING PLAN - TYP LOCATE PLANTS ONE-HALF OF ON-CENTER SPACING DISTANCE PLUS 6" FROM ANY CURB, SIDEWALK, OR OTHER HARD SURFACE UNLESS INDICATED OTHERWISE EDGE OF PAVEMENT, CURB OR OTHER HARD SURFACE EQ 6" EQ NOT TO SCALE PLANT SPACING DIAGRAM NOT TO SCALE 3 PLAN SHRUB CONT PLANTING ON SLOPE W/ PLANTING SOIL 1 SECTION NOTE: PRIOR TO PLANTING, REMOVE SHRUB FROM CONTAINER AND LOOSEN SIDES BY LIGHTLY TEASING OR SCRATCHING ROOT MASS. LIGHTLY TAMP PLANTING SOIL FIRM AT BASE WHERE ROOT BALL RESTS - DO NOT COMPACT SOIL VAR CUT FG SHRUB SET ROOT CROWN 1" ABOVE FINISH GRADE BARK MULCH - KEEP 2" MIN AWAY FROM TRUNK 3" HIGH FIRM SOIL SAUCER FORMED FROM EXCAVATED SOIL FILL SCARIFY SIDES AND BOTTOM OF EXCAVATION EXISTING SLOPE GRADIENT PLANTING SOIL - SEE SPECIFICATIONS Planting Details SSGMBJ L9.1264
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027
Cutsheets SSGMBJ L9.1365 NOT TO SCALE STAGE COVER 1 ELEVATION / PLAN / ISO 1. NOTES: CUTSHEET PROVIDED BY MANUFACTURER. 2. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR THIS DETAIL OR ITS INSTALLATION.
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\01_GDP_AND_PHASE1\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\02_PHASE1B\220065_DETL_1B.DWG 110 SE Main St., Suite 100 Portland, OR 97214 Ph: 503 222 5612 Fax: 503 222 2283 Email: [email protected] LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project: VERIFY SCALE: DRAWINGS ARE TO SCALE IF BAR MEASURES 1" 0" 1/2" 1" Checked By: Job No. Approved: Drawn By: Sheet No. of Date: Revisions:Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD 02/20/2026 220065 87 02/20/2026 03/31/2027
Cutsheets SSGMBJ L9.1466 NOT TO SCALE PLAY MATTA SAFETY SURFACING 1 SECTION 1. NOTES: CUTSHEET PROVIDED BY MANUFACTURER. DETAIL SHOWS ONE TYPE OF EDGE CONDITION, EDGE CONDITION VARIES - SEE PLANS. 2. SHOCKPAD DEPTH VARIES BASED ON CRITICAL FALL HEIGHT OF EQUIPMENT - SEE SPECIFICATIONS. 3. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR THIS DETAIL OR ITS INSTALLATION. 02/26/26
02/26/26
02/26/26
02/26/26
02/26/26
02/26/26
02/26/26
02/26/26
LIST OF ABBREVIATIONS
A.B. ANCHOR BOLTACI AMERICAN CONCRETE INSTITUTEADD'L. ADDITIONALAISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ALT. ALTERNATEARCH. ARCHITECT / ARCHITECTURALASCE AMERICAN SOCIETY OF CIVIL
ENGINEERS
ASD ALLOWABLE STRENGTH DESIGN
LOAD LEVEL
ASTM AMERICAN SOCIETY FOR
TESTING AND MATERIALS
AWS AMERICAN WELDING SOCIETY
BLDG. BUILDINGBOT. BOTTOMC.G. CENTER OF GRAVITYC.I.P. CAST IN PLACEC.J. CONTROL JOINTC.J.P. COMPLETE JOINT PENETRATIONCL CENTERLINECLR. CLEARCMU CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONST. CONSTRUCTIONCONT. CONTINUOUSdb BAR DIAMETERDBA DEFORMED BAR ANCHORDET. DETAILDIA., Ø DIAMETERDIAG. DIAGONALD.L. DEAD LOADDWG. DRAWINGEL. ELEVATIONEQ. EQUALEXIST., (E) EXISTINGEXP. EXPANSIONEXT. EXTERIORFDN. FOUNDATIONFIN. FINISHFT. FOOTFTG. FOOTINGGA. GAUGEGALV. GALVANIZEDGL GLULAMHORIZ. HORIZONTALHSS HOLLOW STRUCTURAL STEELIBC INTERNATIONAL BUILDING CODEI.D. INSIDE DIAMETERIN. INCHESINT. INTERIORK KIPSKSF KIPS PER SQUARE FOOTKSI KIPS PER SQUARE INCHLBS. POUNDSL.L. LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICAL LOC. LOCATIONLONG. LONGITUDINALLSL LAMINATED STRAND LUMBERMAX. MAXIMUMMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSMPH MILES PER HOURMT MAGNETIC PARTICLE TESTING(N) NEWN.I.C. NOT IN CONTRACTNOM. NOMINALNO. NUMBERN.T.S. NOT TO SCALEo.c. ON CENTERO.D. OUTSIDE DIAMETEROPP. OPPOSITEOSL ORIENTED STRAND LUMBEROWJ OPEN WEB JOISTPAF POWDER ACTUATED FASTENERPART. PARTITIONP/C PRECASTPCF POUNDS PER CUBIC FOOTPERIM. PERIMETERPL PLATEPP PARTIAL PENETRATIONPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCH. RADIUSRCSC RESEARCH COUNCIL ON
STRUCTURAL CONNECTIONS
REF. REFERENCERET. RETURNREINF. REINFORCINGREQ'D. REQUIREDREQ'MTS. REQUIREMENTSSCHED. SCHEDULESIM. SIMILARS.O.G. SLAB ON GRADESPEC. SPECIFICATIONSQ. SQUARESS STAINLESS STEELSTD. STANDARDSTRUCT. STRUCTURALSYM. SYMMETRICALTHRU THROUGHTRANS. TRANSVERSETYP. TYPICALU.N.O. UNLESS NOTED OTHERWISEU.T. ULTRASONIC TESTINGULT. ULTIMATE STRENGTH DESIGN LOAD LEVELVERT. VERTICALV.I.F. VERIFY IN FIELDw/ WITHWF WIDE FLANGEw/o WITHOUTW.P. WORK POINTWPS WELDING PROCEDURE
SPECIFICATION
111 SW Fifth Ave., Suite 2600
Portland, OR 97204
O: 503.227.3251
F: 503.227.7980
www.kpff.com
110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
K:\2022\10022200377 - CRESCENT CITY\DRAFTING\ARCH\2026-02-27-NEW TB\X_220065_TTLB - PHASE1B.DWG THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026
87 10022200377B.O.L.G.S.F.
10022200377 R25S0.01
75 DRAWING INDEX AND
LIST OF ABBREVIATIONS
DRAWING INDEX
ISSUE LOG
100% CD
S0.01 DRAWING INDEX AND LIST OF ABBREVIATIONS XS0.02 GENERAL STRUCTURAL NOTES XS0.03 GENERAL STRUCTURAL NOTES CONT. XS0.04 SPECIAL INSPECTIONS XS1.01 STAGE SLAB AND FOUNDATION PLAN XS5.01 CONCRETE DETAILS X DATE
ISSUE LOG KEY:' X ' ISSUED AS PART OF A SET' - ' NOT A PART OF ISSUED SET' * ' FOR INFORMATION ONLY 02/20/2026
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GENERAL
STRUCTURAL DRAWINGS ARE A PART OF THE CONTRACT DOCUMENTS AND ARE COMPLEMENTARY TO THE
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS, THE SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THE CONTRACT DOCUMENTS INTO THEIR SHOP DRAWINGS AND WORK. AS REQUIRED BY THE GENERAL CONDITIONS, THE CONTRACTOR SHALL PROMPTLY REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS IN THE CONTRACT DOCUMENTS DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR.THE GENERAL STRUCTURAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. WHERE CONFLICT EXISTS, THE MORE STRINGENT OR RESTRICTIVE REQUIREMENT SHALL GOVERN UNTIL CLARIFICATION IS REQUESTED.CODE REQUIREMENTS:CONFORM TO THE 2025 CALIFORNIA BUILDING CODE (CBC), BASED ON THE 2024 INTERNATIONAL BUILDING CODE (IBC).TEMPORARY CONDITIONS:THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES UNTIL COMPLETION.CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.EXISTING CONDITIONS:
ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. ASSUMED FUTURE CONSTRUCTION:VERTICAL: NONEHORIZONTAL: NONE
DESIGN CRITERIA
DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE CBC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED PER CBC:
GRAVITY SYSTEM CRITERIA
OCCUPANCY OR USE UNIFORM LOAD CONCENTRATED LOAD
STAGE SLAB 250 PSF L.L. ---
GEOTECHNICAL CRITERIA
DESIGN BASED ON: CBC SECTION 1806
RETAINING WALLS - CANTILEVERED 35 PCF (EQUIVALENT FLUID PRESSURE)RETAINING WALLS - BRACED AT TOP 55 PCF (EQUIVALENT FLUID PRESSURE)RETAINING WALLS - SEISMIC 6H^2 PLF APPLIED AT 0.6H; (H=WALL HEIGHT) ALLOWABLE SOIL PRESSURE 1,500 PSF
STRUCTURAL OBSERVATIONS
THE STRUCTURAL ENGINEER OF RECORD (SEOR) WILL PERFORM STRUCTURAL OBSERVATIONS BASED ON THE REQUIREMENTS OF THE CBC AT THE STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT ADVANCED NOTICE AND ACCESS FOR THE SEOR TO PERFORM THESE OBSERVATIONS.
ITEM COMMENTS
PRIOR TO FIRST CONCRETE POUR AFTER REBAR PLACEMENT
AS REQUIRED TO ADDRESS STRUCTURAL ISSUES
A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT.
STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWINGS AND DOES NOT ALLEVIATE ANY SPECIAL INSPECTION REQUIREMENTS.
SPECIAL INSPECTIONS AND TESTING
SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE CBC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEETS S0.04. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS.
SUBMITTALS
SUBMIT SHOP DRAWINGS AND OTHER SUBMITTALS TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION OF STRUCTURAL ITEMS. IF THE SUBMITTALS DIFFER FROM OR ADD TO THE STRUCTURAL CONTRACT DOCUMENTS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE SEOR.FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION.THE USE OF REPRODUCTIONS OR PHOTOCOPIES OF THE CONTRACT DRAWINGS SHALL NOT BE PERMITTED. WHEN CAD OR REVIT FILES ARE PROVIDED TO THE CONTRACTOR OR SUBCONTRACTORS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR/SUBCONTRACTOR TO REMOVE ALL INFORMATION NOT DIRECTLY RELEVANT TO THE SCOPE OF THE SUBMITTAL AS WELL AS ALL REFERENCES TO OUTSIDE SOURCE FILES.DELEGATED DESIGN SUBMITTALS SHALL INCLUDE DESIGN DRAWINGS AND CALCULATIONS FOR ITEMS THAT ARE DESIGNED BY OTHERS. DELEGATED DESIGN SUBMITTALS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA ON EVERY DRAWING SHEET AND ON THE CALCULATION COVER SHEET, AND SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION. CALCULATIONS AND DETAILS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE CBC AND AS NOTED UNDER "DESIGN CRITERIA".SUBMITTALS AND DELEGATED DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING:
ITEM SUBMITTAL
DELEGATED
DESIGN
SUBMITTAL
COMMENTS
CONCRETE MIX DESIGNS
X
CONCRETE REINFORCEMENT
X
TABLE NOTES:
1 CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER TO PREPARE AN ASSESSMENT OF ANY EXCAVATIONS THAT MAY REDUCE THE VERTICAL OR LATERAL SUPPORT OF AN EXISTING FOUNDATION AS REQUIRED BY CBC SECTION 1803.5.7. THE ASSESSMENT SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND SHALL INCLUDE DETAILS AND SEQUENCING FOR CONSTRUCTION OF ANY UNDERPINNING OR BRACING THAT IS REQUIRED.
CONCRETE MIX DESIGNS
CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE CBC. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD CYLINDER TESTS PER ASTM C39. CONCRETE MIX TO BE DESIGNED AND PROPORTIONED BY THE CONTRACTOR IN ACCORDANCE WITH ACI 318-19 CHAPTER 26, ACI 301-16 SECTION 4 AND THE FOLLOWING INFORMATION:
MIX
TYPE USE f'c (PSI) TEST AGE (DAYS) MAX. W/CM RATIO MAX. AGG. SIZE EXPOSURE CLASS D SLABS ON GRADE - EXPOSED TO WEATHER 3,500 28 0.55 3/4" F1 S0 W0 C2 E WALLS AND FOOTINGS - EXPOSED TO WEATHER 4,000 28 0.45 3/4" F1 S0 W0 C2 TABLE NOTES:
1. REF. ACI 318-19 TABLE 19.3.2.1 FOR ADDITIONAL MIX REQUIREMENTS SPECIFIC TO EXPOSURE CLASS. 2. ALL CONCRETE MIXES TO BE NORMAL WEIGHT CONCRETE, U.N.O.3. EXPOSURE CATEGORY "F" APPLIES TO LEVEL OF FREEZE THAW EXPOSURE.4. EXPOSURE CATEGORY "S" APPLIES TO LEVEL OF SULFATE EXPOSURE.5. EXPOSURE CATEGORY "W" APPLIES TO REQUIRED LEVEL OF PERMEABILITY.6. EXPOSURE CATEGORY "C" APPLIES TO CORROSIVE LOCATIONS - INCLUDING SURROUNDING ENVIRONMENT (SUCH AS MARINE ENVIRONMENT) AND CORROSIVE SOILS.
7. ESTABLISH WATER-CEMENTITIOUS MATERIAL RATIO PER ACI 301-16 SECTION 4.8. VERIFY WATER-CEMENTITIOUS MATERIAL RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS.
9. REFERENCE SLABS EXPOSED TO VIEW GENERAL NOTES FOR ADDITIONAL MIX REQUIREMENTS.
10. POST-TENSIONED OR PRESTRESSED CONCRETE SHALL NOT CONTAIN MORE THAN 0.06% CHLORIDE IONS BY WEIGHT OF CEMENT.
PORTLAND CEMENT CONTENT MAY BE REPLACED WITH FLY ASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A) TYPE F OR TYPE C, SLAG CEMENT CONFORMING TO ASTM C989, AND SILICA FUME CONFORMING TO ASTM C1240 PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. FOR MIX DESIGNS WITH f'c = 5,000 PSI OR LESS, SLAG CEMENT MAY BE SUBSTITUTED FOR FLY ASH AT A 1:1 RATIO WITHOUT TEST DATA. WHEN SLAG CEMENT IS SUBSTITUTED IN HIGHER STRENGTH MIXES OR AT A DIFFERENT RATIO, THE MIX STRENGTH MUST BE SUBSTANTIATED BY TEST DATA.
ALL CONCRETE SUBJECT TO EXPOSURE CLASSES F1, F2 OR F3 SHALL BE AIR ENTRAINED. AIR-ENTRAINING AGENTS SHALL CONFORM TO ASTM C260. THE AMOUNT OF ENTRAINED AIR SHALL BE ACCORDING TO ACI 318-19 TABLE 19.3.3.1 AS INDICATED BELOW WITH A FIELD TOLERANCE OF ± 1.5 PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK.
CONCRETE MIX AIR CONTENT
MAX. AGGREGATE SIZE CONCRETE SUBJECT TO FREEZE/THAW (EXPOSURE CLASS F1) CONCRETE SUBJECT TO CONT.
MOISTURE AND/OR
DEICING CHEMICALS
(EXPOSURE CLASS F2 AND F3)
3/8" 6.0% 7.5%
1/2" 5.5% 7.0%3/4" 5.0% 6.0%
1" 4.5% 6.0%
1-1/2" 4.5% 5.5%
ANY WET-MIX SHOTCRETE 5.0% 6.0%
A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED IN CONCRETE MIX DESIGNS. A HIGH-RANGE WATERREDUCING (HRWR) ADMIXTURE CONFORMING TO ASTM C494 TYPE F OR G MAY BE USED IN CONCRETE MIXES PROVIDING THAT THE SLUMP DOES NOT EXCEED 10".
THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS ALONG WITH ENVIRONMENTAL PRODUCT DECLARATIONS (EPD), GLOBAL WARMING POTENTIAL REDUCTION CALCULATIONS, AND TEST DATA COMPLIANT WITH ACI 301-16 AND ACI 318-19 A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER AND SEOR IN CONJUNCTION WITH THE CONCRETE MIX DESIGN.
ARCHITECTURALLY EXPOSED SLABS
REFERENCE PLANS OR ARCHITECTURAL DRAWINGS FOR SLABS ON GRADE AND SLABS ON DECK THAT ARE INTENDED TO BE EXPOSED TO VIEW. IN ADDITION TO THE REQUIREMENTS ABOVE UNDER CONCRETE NOTES, FINE AGGREGATE GRADING SHALL CONFORM TO ASTM C33 AND COMBINED AGGREGATE GRADING SHALL CONFORM TO ACI 302.1R. CONCRETE SHRINKAGE SHALL BE LESS THAN 0.04% AT 28 DAYS WHEN TESTED PER ASTM C157. SHRINKAGE TEST DATA TO BE SUBMITTED FOR APPROVAL WITH THE MIX DESIGN.CONTRACTOR SHALL PROTECT EXPOSED SLABS FROM DAMAGE DUE TO EQUIPMENT AND OTHER UNINTENDED LOADING DURING CONSTRUCTION.
REFERENCE SLAB ON GRADE DETAILS FOR ADDITIONAL INFORMATION ON SUBGRADE RECOMMENDATIONS. REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS INCLUDING CURING, FINISHING AND VAPOR BARRIER/RETARDER.CONTRACTOR SHALL COORDINATE AND SUBMIT CONCRETE CONSTRUCTION JOINT AND CONTROL JOINT LAYOUTS FOR REVIEW AND APROVAL.
CONCRETE REINFORCING STEEL
CONCRETE REINFORCEMENT SHALL BE AS LISTED BELOW. ASTM A615 REINFORCEMENT MAY BE SUBSTITUTED FOR ASTM A706 REINFORCEMENT PROVIDED THAT THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED Fy BY MORE THAN 18,000 PSI AND THE RATIO OF ACTUAL TENSILE STRENGTH TO ACTUAL YIELD STRENGTH IS NOT LESS THAN
1.25 AND THE ELONGATION REQUIREMENTS OF ASTM A706 ARE MET PER ACI 318-19 SECTION 20.2.2.5. MILL TESTSCERTIFICATIONS FOR SUBSTITUTED BARS SHALL BE SUBMITTED TO THE SPECIAL INSPECTOR AND SEOR PRIOR TO PLACEMENT. ASTM A706 REINFORCEMENT MAY BE SUBSTITUTED FOR ASTM A615 REINFORCEMENT.
REINFORCING LOCATION MATERIAL GRADE
ALL USES U.N.O. ASTM A615 GRADE 60 EPOXY COATED
ALL REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL OR PLASTIC CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI MNL-66 "ACI DETAILING MANUAL". SHOP DRAWINGS SHALL INCLUDE ELEVATIONS OF ALL BEAMS, WALLS AND COLUMNSSHOWING BAR LOCATIONS.
REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN THE FIELD WITHOUT APPROVAL OF THE SEOR. PREHEATING METHODS SHALL BE SUBMITTED TO THE SEOR FOR APPROVAL PRIOR TO BENDING OF BARS #6 OR LARGER.LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULES, EXCEPT AS NOTED ON DRAWINGS. USE LAP LENGTH FOR SMALLER BAR WHEN SPLICING DIFFERENT BAR SIZES. BARS SPLICED WITH NONCONTACT LAPS SHALLBE SPACED NO FARTHER THAN 1/5TH THE LAP LENGTH OR 6 INCHES. MECHANICAL SPLICES NOTED ON THE PLANS SHALL BE DAYTON SUPERIOR BAR-LOCK OR TAPER-LOCK COUPLERS (UES ER-319) OR APPROVED EQUAL WITH A CURRENT EVALUATION REPORT. FOR CONCRETE STRENGTHS BETWEEN TABULATED VALUES, USE LAP SPLICE LENGTHS FOR NEAREST LOWER CONCRETE STRENGTH INDICATED.
TYP. WALL AND SLAB LAP SPLICE LENGTH SCHEDULE (IN.) - 60 KSI BAR
SIZE
WALL VERTICAL AND SLAB BOTTOM BARS WALL HORIZONTAL AND SLAB TOP BARS 3,000
PSI
4,000
PSI
5,000
PSI
6,000
PSI
7,000
PSI
≥ 8,000
PSI
3,000
PSI
4,000
PSI
5,000
PSI
6,000
PSI
7,000
PSI
≥ 8,000
PSI
#3 18 16 16 16 16 16 24 20 18 18 16 16#4 30 26 24 22 20 18 38 34 30 28 26 24#5 36 32 28 26 24 22 48 42 36 34 32 30#6 44 38 34 32 28 28 56 50 44 40 38 36#7 70 60 54 50 46 44 90 78 70 64 60 56#8 86 74 68 62 56 54 112 98 88 80 74 70 #9 104 90 82 74 68 64 136 118 106 96 90 84
#10 126 108 98 88 82 78 162 142 126 116 106 100#11 146 128 114 104 96 90 190 166 148 136 126 118 TYP. FOUNDATION AND MAT LAP SPLICE LENGTH SCHEDULE (IN.) - 60 KSI BAR
SIZE
BOTTOM BARS TOP BARS
3,000
PSI
4,000
PSI
5,000
PSI
6,000
PSI
7,000
PSI
8,000
PSI
3,000
PSI
4,000
PSI
5,000
PSI
6,000
PSI
7,000
PSI
≥ 8,000
PSI
#3 18 14 14 12 12 12 22 20 18 16 14 14#4 22 20 18 16 14 14 28 26 22 20 20 18#5 28 24 22 20 18 18 36 32 28 26 24 22#6 34 28 26 24 22 22 42 38 34 30 28 28#7 48 42 38 34 32 30 62 54 48 44 42 38#8 54 48 42 38 36 34 70 62 54 50 46 44#9 62 54 48 44 40 38 80 70 62 58 52 50 #10 70 60 54 50 46 42 90 78 70 64 60 56#11 80 70 64 58 54 50 104 90 82 74 68 64 TABLE NOTES:
1. SPLICE LENGTHS ARE FOR MEMBERS THAT ARE NOT PART OF THE SFRS. REFERENCE PLANS AND ELEVATIONS FOR LAP SPLICES LENGTHS AT SFRS ELEMENTS.
2. SPLICE LENGTHS APPLY TO ASTM A615 OR ASTM A706 GRADE 60 DEFORMED REINFORCING BARS ONLY.
3. SPLICE LENGTHS ARE BASED ON THE CLEAR COVER AND MINIMUM BAR CLEAR SPACING INDICATED BELOW.
4. SPLICE LENGTHS APPLY TO NORMAL WEIGHT CONCRETE ONLY. MULTIPLY TABLE VALUES BY 1.3 FOR LIGHT-WEIGHT CONCRETE.
5. SPLICE LENGTHS APPLY TO UNCOATED BARS ONLY. MULTIPLY TABLE VALUES BY 1.5 FOR EPOXY-COATED BARS.
6. COMBINATIONS OF EFFECTS DUE TO CONCRETE STRENGTH, CONCRETE WEIGHT, AND EPOXY COATING ARE CUMULATIVE.
7. SLAB, FOUNDATION AND MAT TOP BARS ARE BARS CAST ABOVE MORE THAN 12" OF FRESH CONCRETE. ALL OTHER SLAB BARS MAY BE CONSIDERED BOTTOM BARS.
REINFORCING STEEL SHALL HAVE PROTECTION AND SPACING AS FOLLOWS:
CONCRETE COVER
USE CLEAR COVER MIN. CLEAR SPACING
CONCRETE EXPOSED TO EARTH OR WEATHER 1-1/2" (#5 AND SMALLER) 2" (#6 AND LARGER) 2db OR 1" CONCRETE CAST AGAINST AND EXPOSED TO EARTH 3" 3db OR 1" 111 SW Fifth Ave., Suite 2600
Portland, OR 97204
O: 503.227.3251
F: 503.227.7980
www.kpff.com
110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
K:\2022\10022200377 - CRESCENT CITY\DRAFTING\ARCH\2026-02-27-NEW TB\X_220065_TTLB - PHASE1B.DWG THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026
87 10022200377B.O.L.G.S.F.
10022200377 R25S0.02
76 GENERAL STRUCTURAL
NOTES
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Exp. 6-30-25
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CONCRETE WALL REINFORCING
CONCRETE WALL REINFORCEMENT TO BE AS FOLLOWS, U.N.O.:
WALL THICKNESS HORIZONTAL VERTICAL LOCATION
6" #4 @ 16" o.c.. #4 @ 16" o.c. AT CL OF WALL
8" #4 @ 12" o.c. #4 @ 16" o.c. AT CL OF WALL
10" #4 @ 18" o.c. #4 @ 18" o.c. AT EACH FACE12" #4 @ 16" o.c. #4 @ 16" o.c. AT EACH FACE
WALL THICKNESS HORIZONTAL VERTICAL LOCATION
6" #4 @ 12" o.c. #4 @ 12" o.c. AT CL OF WALL8" #4 @ 10" o.c. #4 @ 10" o.c. AT CL OF WALL 10" #4 @ 16" o.c. #4 @ 16" o.c. AT EACH FACE12" #4 @ 12" o.c. #4 @ 12" o.c. AT EACH FACE
CONCRETE REINFORCING DETAILS
CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS, COLUMNS AND INTERSECTING WALLS. AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF TWO #5 BARS OVER, UNDER AND AT THE SIDES OF THE OPENINGS. EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 2'-0" PAST THE OPENING. PROVIDE ONE #5x4'-0" FOR SINGLE-LAYER REINFORCING AND ONE #5x4'-0" EACH FACE FOR DOUBLE-LAYER REINFORCING PLACED DIAGONALLY AT EACH CORNER OF ALL OPENINGS. REFER TO TYPICAL DETAILS FOR DISPOSITION OF CORNER BARS AND BARS IN SMALL WALL SECTIONS. SLAB BARS SHALL BE HOOKED INTO WALLS, OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB REINFORCING. PROVIDE (2) #4x4'-0" PLACED DIAGONALLY AT EACH RE-ENTRANT CORNER IN SLABS. PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL REINFORCING, UNLESS NOTED OTHERWISE. SHOP DRAWINGS SHALL INCLUDE ALL SPECIAL REINFORCEMENT LISTED ABOVE.
CONCRETE EMBEDMENTS
HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS (ICC ESR-2856) OR APPROVED ALTERNATE. DEFORMED BAR ANCHORS (DBA) UP TO #6 BAR SHALL BE NELSON D6L A706 STUD WELDABLE REBAR, OR APPROVED ALTERNATE. STUDS AND DBA SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. REINFORCING STEEL SHALL BE WELDED TO STEEL PLATE OR SECTIONS WITH A CJP WELD OR ALL AROUND FILLET WELD AS INDICATED BELOW:
TYP. REINFORCING STEEL WELDING SCHEDULE
BAR SIZE FILLET WELD SIZE (IN.) MIN. PLATE THICKNESS (IN.) #3 1/4 1/4#4 5/16 1/4#5 3/8 1/4#6 7/16 5/16#7 1/2 3/8#8 9/16 3/8#9 5/8 7/16 #10 11/16 1/2#11 3/4 9/16
TABLE NOTES:
1. ALL WELDED REBAR TO BE ASTM A706 GRADE 60.2. ALL AROUND FILLET WELD USING E70 ELECTRODE OR PROVIDE CJP AT CONTRACTOR'S OPTION.3. BARS TO BE ORIENTATED PERPENDICULAR TO PLATE.4. PLATE TO BE GRADE 36 MINIMUM.
CAST-IN-PLACE ANCHOR BOLTS SHALL FABRICATED FROM ALL-THREAD ROD CONFORMING TO ASTM F1554 GRADE 55, MEETING SUPPLEMENTAL REQUIREMENT S1 (WELDABLE) U.N.O.NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ANGLES FOR MINIMUM OF 7 DAYS AFTER CASTING.SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE PLACING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER.VERIFY ALL BLOCK OUTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING REQUIREMENTS.
POST-INSTALLED CONCRETE ANCHORS
POST-INSTALLED CONCRETE ANCHORS SHALL BE THE FOLLOWING PRODUCTS, U.N.O.:
TYPE APPROVED ANCHOR
EXPANSION HILTI KWIK BOLT TZ2 (ICC ESR-4266)
CONCRETE SCREW HILTI KH-EZ (ICC ESR-3027)
ADHESIVE SIMPSON SET-3G (ICC ESR-4057)
ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND PRODUCT EVALUATION REPORTS. EMBEDMENTS SPECIFIED ON DRAWINGS ARE ACTUAL EMBEDMENT DEPTHS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. ANCHORS SHALL NOT BE INSTALLED IN POST TENSIONED CONCRETE WITHOUT WRITTEN APPROVAL FROM THE SEOR.REQUESTS FOR ANCHOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE SEOR IN WRITING ALONG WITH EVIDENCE OF EQUAL OR GREATER CAPACITY UNDER THE SPECIFIC PROJECT CONDITIONS.
ALL-THREAD ROD FOR ADHESIVE ANCHORS SHALL CONFORM TO ASTM F1554 GRADE 55, U.N.O. ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP GALVANIZING OR USE OF STAINLESS STEEL. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION, U.N.O.
ADHESIVE ANCHORS SHALL NOT BE INSTALLED FOR A MINIMUM OF 21 DAYS AFTER CASTING CONCRETE IN ACCORDANCE WITH ACI 318-19 SECTION 17.2.2. LOADS SHALL NOT BE PLACED ON ADHESIVE ANCHORS UNTIL ADHESIVE IS FULLY CURED. CONCRETE SUBSTRATE SHALL BE DRY, WITHIN THE ALLOWABLE TEMPERATURE RANGE, HOLES SHALL BE MADE WITH A HAMMER DRILL USING A CARBIDE TIPPED DRILL BIT, AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS.EXPANSION AND SCREW ANCHORS SHALL NOT BE REMOVED AND RESET. SCREW ANCHORS SHALL NOT BE INSTALLED IN HOLES PREVIOUSLY THREADED BY A PRIOR SCREW ANCHOR.
RIGID POLYSTYRENE GEOFOAM (EPS)
EPS GEOFOAM USED IN OVER-FRAMING APPLICATIONS SHALL CONFORM TO ASTM D6817 WITH THE FOLLOWING PROPERTIES:
AT TYPICAL FLOOR AREAS, USE GEOFOAM TYPE EPS19 WITH A MINIMUM COMPRESSIVE RESISTANCE OF 5.8 PSI AT 1% DEFORMATION.
111 SW Fifth Ave., Suite 2600
Portland, OR 97204
O: 503.227.3251
F: 503.227.7980
www.kpff.com
110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
K:\2022\10022200377 - CRESCENT CITY\DRAFTING\ARCH\2026-02-27-NEW TB\X_220065_TTLB - PHASE1B.DWG THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026
87 10022200377B.O.L.G.S.F.
10022200377 R25S0.03
77 GENERAL STRUCTURAL
NOTES CONT.
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STATEMENT OF SPECIAL INSPECTION NOTES:
1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE 2022 OSSC, CONTRACT DOCUMENTS AND APPROVED SUBMITTALS.
REFER TO SPECIAL INSPECTION AND TESTING TABLES FOR PROJECT REQUIREMENTS.
2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL.
WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1(1) OF AWS D1.1.
3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.
ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS.
4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, ARCHITECT, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. 5 QUALITY ASSURANCE (QA) IS REQUIRED FOR STRUCTURAL STEEL ITEMS PER AISC 360 AND 341 UNLESS SPECIFICALLY NOTED OTHERWISE. QUALITY CONTROL (QC) TO BE PROVIDED BY THE FABRICATOR, ERECTOR OR OTHER RESPONSIBLE CONTRACTOR AS APPLICABLE.
CONTRACTOR AND SPECIAL INSPECTOR TO DOCUMENT QUALITY CONTROL AS REQUIRED IN AISC 360 SECTION N3 AND AISC 341 SECTION J2. 6 INSPECTION TYPES:
CONTINUOUS : THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.PERIODIC : THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.
OBSERVE : OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS. OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS. PERFORM : INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM. 7 PERFORM INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE ITEM FOR TEN WELDS TO BE MADE BY A GIVEN WELDER, WITH THE WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS TASK. SHOULD THE INSPECTOR
DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK SHALL BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THE INSPECTION TASKS LISTED. 8 SPECIAL INSPECTION OF MECHANICAL POST INSTALLED ANCHORS SHALL BE IN STRICT CONFORMANCE WITH THE ICC REPORT AND MANUFACTURER'S INSTALLATION REQUIREMENTS. ANCHOR INSTALLERS SHALL BE QUALIFIED AS REQUIRED BY JURISDICTION REQUIREMENTS. ● INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. ● SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE ANCHORS WERE INSPECTED PER APPROVED ANCHOR EVALUATION REPORT.
9 TESTING ABBREVIATIONS:
NDT - NON-DESTRUCTIVE TESTING C.J.P. - COMPLETE JOINT PENETRATIONMT - MAGNETIC PARTICLE TESTING 10 DOCUMENT (D): INDICATES CONTRACTOR AND SPECIAL INSPECTOR TO PROVIDE DOCUMENTATION IN ACCORDANCE WITH AISC 341.
GENERAL - SPECIAL INSPECTIONS
SYSTEM OR MATERIAL OSSC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) REMARKS CONTINUOUS PERIODIC FABRICATORS 1705.11 1704.2.5
SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES FABRICATED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTIONS SHALL BE PERFORMED DURING FABRICATION. PERFORMING SPECIAL INSPECTIONS IS NOT REQUIRED, WHERE FABRICATOR HAS BEEN
APPROVED AS AN APPROVED FABRICATOR, PER SECTION
1704.2.5.1.
DEFERRED SUBMITTALS X
SPECIAL INSPECTION REQUIREMENTS FOR DEFERRED SUBMITTAL ITEMS, INCLUDING REQUIREMENTS FOR DESIGNATED SEISMIC SYSTEMS IN ACCORDANCE WITH OSSC SECTION 1705.13.4 IF APPLICABLE, TO BE SPECIFIED BY THE SYSTEM ENGINEER AND INCLUDED WITH DEFERRED SUBMITAL DOCUMENTS.
SUBMITTALS TO THE BUILDING OFFICIAL 1704.5 X
CERTIFICATES OF COMPLIANCE, REPORTS OF PRECONSTRUCTION TESTS, OR REPORTS OF MATERIAL PROPERTIES SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.
POST INSTALLED ADHESIVE ANCHORS WITH SUSTAINED TENSION LOADS INSTALLED HORIZONTALLY OR AT AN UPWARD INCLINE IN HARDENED CONCRETE AND COMPLETED MASONRY ACI 318: 17.2.5
X
NOTE 8
POST INSTALLED MECHANICAL ANCHORS AND ADHESIVE ANCHORS (EXCLUDING CONDITIONS NOTED ABOVE) IN HARDENED CONCRETE
AND COMPLETED MASONRY
X
SOILS/GEOTECHNICAL - SPECIAL INSPECTIONS
SYSTEM OR MATERIAL OSSC CODE REFERENCE CODE OR STANDARDS REFERENCE FREQUENCY (NOTE 6) REMARKS CONTINUOUS PERIODIC SOILS
VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE
ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY
1705.6 GEOTECHNICAL REPORT
X
BY QUALIFIED SPECIAL INSPECTOR
VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH ANDHAVE REACHED PROPER MATERIAL XPERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS XDURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIALS AND PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT. VERIFY DENSITIES AND LIFT
THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X
PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE
AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X
CONCRETE - SPECIAL INSPECTIONS
SYSTEM OR MATERIAL OSSC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) REMARKS CONTINUOUS PERIODIC GENERAL 1705.3 1901.6 ACI 318: 26.13 SPECIAL INSPECTIONS OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 1705.3 OF THE IBC AND SECTION 26.13 OF ACI 318.
REINFORCING STEEL PLACEMENT 1901.5
ACI 318: CH. 20,
25.2, 25.3,
26.6.1-26.6.3,
26.13.3.3 X REINFORCING TO COMPLY WITH ALL CODE PROTECTION, SPACING AND TOLERANCE LIMITS.
INSPECT ANCHORS/BOLTS CAST IN CONCRETE - ACI 318: 26.13.3.3(g) X X
ALL CAST-IN-PLACE ANCHORS/BOLTS SHALL BE
VISUALLY INSPECTED. REFERENCE STEEL INSPECTIONS FOR ADDITIONAL INSTALLATION, MATERIAL AND WELDING INSPECTIONS OF STEEL ITEMS EMBEDDED IN CONCRETE (HEADED STUDS, DBA's, ETC.)
VERIFYING USE OF REQUIRED MIX DESIGN(S)
1904.11904.2
1908
ACI 318: CH. 19,
26.4.3, 26.4.4 X
CONCRETE SPECIMENS FOR TESTING
ASTM C172
ASTM C31
ACI 318: 26.5, 26.12
X
PRIOR TO CONCRETE PLACEMENT, FABRICATE CONCRETE SPECIMENS FOR TESTING. SEE THE CONCRETE TESTING TABLE FOR ADDITIONAL INFORMATION.
CONCRETE PLACEMENT, NON-SHRINK GROUT 1908 ACI 318: 26.5, 26.13.3.2(a) X CONCRETE CURING 1908.1 ACI 318: 26.5.3 - 26.5.5, 26.13.3.3 X VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURES AND TECHNIQUES
VERIFICATION OF FORMWORK
ACI 318:
26.11.1.2(b),
26.13.3.3 X
SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED
EMBEDDED ITEMS IN CONCRETE X
ALL NON-STRUCTURAL EMBEDDED ITEMS, SUCH AS
CONDUITS, PIPES AND SLEEVES, SHALL BE REVIEWED FOR CONFORMANCE WITH STRUCTURAL DOCUMENTS FOR SIZE, SPACING, LOCATION, EDGE DISTANCE AND TRIM REINFORCING.
REINFORCING STEEL MECHANICAL COUPLERS, TERMINATORS AND FORMSAVERS
ICC EVALUATION
REPORTS X
111 SW Fifth Ave., Suite 2600
Portland, OR 97204
O: 503.227.3251
F: 503.227.7980
www.kpff.com
110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
K:\2022\10022200377 - CRESCENT CITY\DRAFTING\ARCH\2026-02-27-NEW TB\X_220065_TTLB - PHASE1B.DWG THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026
87 10022200377B.O.L.G.S.F.
10022200377 R25S0.04
78 SPECIAL INSPECTIONS N70651R OREGON GI ER E ED RNE TS G I STRUPCT AL S OFE REIO S N URAL DIGITALLY SIGNED S 94818
Exp. 6-30-25L A AT S ER G C I V I ET OF C DER TE I S OFES PR N ER E N OR L I F I A I I A ON E GN L STUA T F NNEY R I 6-30-27
PLAN NOTE:
1. REF LANDSCAPE DRAWINGS FOR ALL DIMENSIONS, ELEVATIONS AND SLOPES NOT SHOWN.2. INDICATES STEP IN ELEVATION.3. INDICATES SLAB SLOPE TRANSITION.4. REF SHEET S5.01 FOR TYPICAL CONCRETE DETAILS. 4 S5.01 _____
5 S5.01 _____
3 S5.01 _____ TOP OF WALL
ELEVATION REF LANDSCAPE
3 S5.01 _____
4 S5.01 _____
7 S5.01 _____
6 S5.01 _____ 6" SLAB ON GRADE w/ #5 EPOXY
COATED REBAR @ 16" o.c. CENTERED IN SLAB REF 1/S5.01 FOR UNDER SLAB PREP GUARD RAIL REF. LANDSCAPETYP.
TOP OF WALL ELEVATION REF LANDSCAPE
REF LANDSCAPE FOR SLAB ELEVATIONS AND SLOPES AND CONTROL JOINTS LOCATIONS GUARD RAILREF LANDSCAPETYP.
SIM.
111 SW Fifth Ave., Suite 2600
Portland, OR 97204
O: 503.227.3251
F: 503.227.7980
www.kpff.com
110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
K:\2022\10022200377 - CRESCENT CITY\DRAFTING\ARCH\2026-02-27-NEW TB\X_220065_TTLB - PHASE1B.DWG THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026
87 KEY MAP
10022200377B.O.L.G.S.F.
10022200377 R25S1.01
79 STAGE SLAB AND
FOUNDATION PLAN
1 1" = 5'-0" STAGE SLAB AND FOUNDATION PLAN
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VAPOR BARRIER
SLAB ON GRADE REF. PLAN
REF.
PLAN
LEVELING COURSE OF FINE GRAINED
AGGREGATE
SANDY GRAVEL OR CRUSHED ROCK, OR OTHER APPROVED OPEN-GRADED BASE COURSE
APPROVED BY A GEOTECHNICAL
ENGINEER PRIOR TO SLAB CONSTRUCTION. INCREASE THICKNESS OF BASE COURSE AS REQUIRED BY GEOTECHNICAL ENGINEER. COMPACT TO 100% ± 5% OF STANDARD PROCTOR MAXIMUM DENSITY PER ASTM D1557
COMPETENT SUBGRADE TO BE APPROVED BY GEOTECHNICAL ENGINEER PRIOR TO SLAB CONSTRUCTION 12" MIN.
APPROVED BY A
GEOTECHNICAL
ENGINEER PRIOR
TO SLAB
CONSTRUCTION.
UNDER SLAB PREPARATIONREF. 1/S5.01
SAW CUT JOINT
1/8" SAWCUT FILLw/ GRAY FLEXIBLE POLYURETHANE JOINT SEALANT 1/8"
TYP.
SIDES OF JOINT
4" TYP. BOTH
REF. PLAN
"T"
T/4 FOR WET CUT SAW1" TO 1 1/2" FOR EARLY-ENTRY SAW
NOTE:REF. 1/S5.01 FOR ADDITIONAL INFORMATION.EXTEND (1)BARS @ 48" o.c.
ACROSS JOINTS
8" CONC. WALL
#4 @ 16" o.c. 2'-4"
ALIGN WITH SLAB AND WALL BARS
SLAB ON GRADEREF. PLAN(3) #4 CONT. BOTTOM BARS(2) #4 TOP BARS TYP.
3"
CLR.
1' - 0"
3' - 0"
6"
TYP.
3" CLR.
2'-4"
TOP OF SLAB ELEVATION REF. LANDSCAPE
#4 VERTS @ 12" o.c. CENTERED IN WALL#4 HORIZ @ 12" o.c.
PAVING REF. LANDSCAPE
PAVING ELEVATIONREF. LANDSCAPE
3/8" RADIUSED TOOLED EDGE TYP
2'-0" MAX.
#4 @16" o.c. TOP BARS
2'-0" MIN.
3'-0" MAX
HOOK VERTS INTO BOTTOM OF FOOTING AND EXTEND TO HEEL OF FOOTING NOTE:EPOXY COAT
ALL REBAR.
GUARD RAIL REF. LANDSCAPE
#4 @ 16" o.c. 2'-4"
ALIGN WITH SLAB AND WALL BARS
2'-4"
8" CONCRETE WALL REF 4/S5.01 FOR REINFORCINGPAVING REF. LANDSCAPE
SLAB ON GRADE REF PLAN
TOP OF SLAB ELEVATION REF. LANDSCAPE
8"
TYP.
8"
#4 DOWELS @ 16" o.c. HOOKED INTO WALL TYP
FORM SAVERS
REF 3/S5.01 FOR REFINFORCING
SLAB ONGRADE RAMP
REF 1/S5.01 FOR UNDERSLAB PREP
1 1
HANDRAIL REF. LANDSCAPE
HANDRAIL REF. LANDSCAPE3/8" RADIUSED TOOLED EDGE
3/8" RADIUSED TOOLED EDGE TYP
NOTE:
EPOXY COAT
ALL REBAR.
TYP. WALL FOOTING REF. DETAIL 4/S5.01
6"
2' - 0"
1' - 0"
TOP OF WALL AT SIM REF LANDSCAPE FOR TOP OF WALL ELEVATIONS #4 NOSING BAR
PAVING REF. LANDSCAPE
UNDISTURBED SOIL
#4 @ 16'' o.c. EACH WAY
REF. ARCH. FOR RISERDIMENSIONS
1' - 0"
1' - 0"
MIN.
4"
.
.
UNDER SLABPREPARATION
4 S5.01 _____ (2) #5 CONT. BOT. NOTE: EPOXY COAT ALL REBAR. 1 1
TYP.
12" MIN.
#4 x 2'-0" DOWELS @ 48" o.c.JOINT FILLER
JOINT FILLER
#4 x 2'-0" DOWELS @ 48" o.c.
12" MIN.
SLAB ON GRADE RAMP REF. PLAN
#5 CONT. 1' - 0"
1' - 6" MIN.
1 1
S
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F. A
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LANDSCAPE
REF 1/S5.01 FOR UNDERLSAB PREPNOTE:EPOXY COAT ALL REBAR. 8" CONC. WALLREF. 3/S5.01#4 @ 16" o.c. 2'-4"
ALIGN w/ SLAB AND
WALL BARS SLAB ON GRADE REF. PLANTYPICAL WALLFOOTING REF. 3/S5.01REF 1/S5.01 FOR UNDERLSAB PREP S
L
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F. A
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H.
NOTE:EPOXY COAT
ALL REBAR.
111 SW Fifth Ave., Suite 2600
Portland, OR 97204
O: 503.227.3251
F: 503.227.7980
www.kpff.com
110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
K:\2022\10022200377 - CRESCENT CITY\DRAFTING\ARCH\2026-02-27-NEW TB\X_220065_TTLB - PHASE1B.DWG THESE DRAWINGS ARE THE PROPERTY OF GREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF GREENWORKS, P.C. GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026
87 10022200377B.O.L.G.S.F.
10022200377 R25S5.01
80 CONCRETE DETAILS
1 1" = 1'-0"
TYP. UNDER SLABPREPARATION AT SLAB ON GRADE
2 1" = 1'-0"
TYP. CONTROLJOINTS IN SLAB ON GRADE
3 1" = 1'-0" TYP. SECTION AT CONCRETE WALL
4 1" = 1'-0" SECTION AT RAMP AND STAIRS5 1" = 1'-0" TYP. STAIR ON GRADE 6 1" = 1'-0" SECTION AT RAMP BASE
7 1" = 1'-0" SECTION AT TOP OF RAMP
N70651R OREGON
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94818
Exp. 6-30-25
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6-30-27
123
DESIGNATION SYMBOLS
NL NIGHT LIGHT CIRCUIT
PUBLIC ADDRESS
1 E X
NEW, CONNECT TO
EQUIPMENT DESIGNATOR SEE SCHEDULE.
XFSW TRANSFER SWITCHXFMR TRANSFORMERWP WEATHER PROOFW WATTSVP VAPOR PROOFVA VOLT AMPERESV VOLTAGEUPS UNINTERRUPTABLE POWERUG UNDERGROUNDTYP TYPICALTV TELEVISIONTTC TELEPHONE TERMINAL CABINETTTB TELEPHONE TERMINAL BOARDTP TAMPERPROOFTD TIME DELAYSW SWITCHSV SOLENOID VALVESTR STARTERSDP SUB-DISTRIBUTION PANELPWR POWERPVC POLYVINYL CHLORIDE CONDUITPNL PANELBOARDPF POWER FACTORPE PHOTO ELECTRIC CELLPANIC NOT IN CONTRACTMTS MANUAL TRANSFER SWITCHMV MERCURY VAPORMLO MAIN LUGS ONLYMH METAL HALIDEMECH MECHANICALMDP MAIN DISTRIBUTION PANELMCC MOTOR CONTROL CENTERMCB MAIN CIRCUIT BREAKERMCA MINIMUM CIRCUIT AMPSMATV MASTER ANTENNA TELEVISIONLV LOW VOLTAGELTG LIGHTINGLA LIGHTNING ARRESTORKVAR KILOVOLT AMPS REACTIVEKVA KILOVOLT AMP
KV KILOVOLTKWH KILOWATT HOURKW KILOWATTJB JUNCTION BOXINC INCANDESCENTIG ISOLATED GROUNDHZ HERTZHV HIGH VOLTAGEHPS HIGH PRESSURE SODIUMHP HORSEPOWERGRD GROUNDGRC GALVANIZED RIGID CONDUITGFCI GROUND FAULT CIRCUITGFI GROUND FAULT INTERRUPTERGFP GROUND FAULT PROTECTION
INSTALLED BY OWNER
FOIO FURNISHED BY OWNER
INSTALLED BY CONTRACTOR
FOIC FURNISHED BY OWNER
INSTALLED BY CONTRACTOR
FCIC FURNISHED BY CONTRACTORFLUOR FLUORESCENTFLA FULL LOAD AMPSFA FIRE ALARMEWC ELECTRIC WATER COOLEREPO EMERGENCY POWER OFFEP EXPLOSION PROOFEMT ELECTRIC METALLIC TUBINGEMERG EMERGENCYDN DOWNCU COPPERCT CURRENT TRANSFORMERCLG CEILINGCKT CIRCUITCCTV CLOSED CIRCUIT TELEVISIONC CONDUITCB CIRCUIT BREAKERATS AUTOMATIC TRANSFER SWITCHARCH ARCHITECT / ARCHITECTURALAL ALUMINUMA AMPERE (AMP)AFF ABOVE FINISHED FLOOR NOTE
EXISTING TO BE RELOCATED, FUTUREEXISTING TO REMAIN, EXISTING TO BE REMOVED
LIGHTING
STANDARD ELECTRICAL ABBREVIATIONS
BOLLARDFLUORESCENT LUMINAIRE: BARE LAMPWALL LUMINAIRE: SURFACE, RECESSEDPOLE LIGHT: LUMINAIRES AS SHOWNTRACK WITH HEADS LOCATEDWALL WASHER: SURFACE, RECESSEDEXIT LIGHT: CEILING, WALL (ARROWS AS SHOWN)DESIGNATES LIGHT ON EMERGENCY CIRCUITFLUORESCENT LUMINAIRE: SURFACE, RECESSEDFLUORESCENT LUMINAIRE: WALL MOUNTEDCEILING LUMINAIRE: SURFACE, RECESSED
ONE-LINE
XXX
XX
XXX
CIRCUIT BREAKERSWITCH, FUSED SWITCHAUTOMATIC SWITCHMETERPANELFEEDER CALLOUTFAULT CURRENT CALLOUTBUSS CEILING LUMINAIRE: PENDANT MOUNTED
N C
CEILING LUMINAIRE: PENDANT LINEAR --- R F
G GENERATOR
J
R S
45F
60A
C
OL
F
J
C
PEDESTAL OUTLET: POWER, SIGNAL, COMBINATIONMOTOR STARTER: MANUAL, MAGNETIC, COMBINATIONDISCONNECT SWITCH: FUSED, NON-FUSEDWIRING CONCEALED IN CEILING OR WALLWIRING CONCEALED IN FLOOR OR UNDERGROUNDSURFACE OUTLET STRIP: DIMENSION AS SHOWNWALL RECEPTACLE: EMERGENCY, 4-PLEXWALL RECEPTACLE: SINGLE, DUPLEXPUSH BUTTON STATIONJUNCTION BOXDENOTES RECEPTACLE ABOVE COUNTERSPECIAL PURPOSE OUTLET AS NOTED, EMERGENCYCEILING RECEPTACLE: DUPLEXTELEPOWER POLE, POWER, COMBINATION FLUSH IN-FLOOR OUTLET: DUPLEX, COMBINATIONMOTOR CONNECTIONCONTACTOR, RELAY, SOLENOID INDICATES INSULATED GREEN GROUND WIREHOME RUN DESTINATION SHOWNCLOCK HANGER RECEPTACLECONDUIT ELL: UP, DN.
POWER
WALL RECEPTACLE: ISOLATED GROUNDFIRE RATED FLOOR POKE-THRUCONNECTION TO EQUIPMENT PROVIDED BY OTHERS
INTERRUPTER
SUPPLY
GENERAL NOTE
THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS.
T
UTILITY TIE-IN
PANEL
A
600A
E0.01
1 NEW ONE LINE DIAGRAM - ELECTRICAL
SCALE: NONE
3002
LUMINAIRE SCHEDULE
FIXTURE TYPE PRODUCT DESCRIPTION BASIS OF DESIGN MANUFACTURER SIZE INPUT WATTS
LAMP SOURCE
(Type, CCT,
Delivered Lumens)
INPUT VOLTAGE FINISH MOUNTING NOTES
S1 PATHWAY BOLLARD LIGMAN LIGHTSOFT 1 BOLLARD 7"D 27W LED, 3500K, 1188LM MVOLT PER ARCHITECT - - S4 POLE LIGHT LIGMAN TANGO 35 SQUARE SINGLE HEAD POST TOP 15' POLE 37W LED, 3500K, 2777LM MVOLT PER ARCHITECT POLE MOUNTED - T
UTILITY
TRANSFORMER
SITE
1 2
3 4
2 SETS OF (3)350kCMIL CU
CONDUCTOR IN 3" C.(1) 2/0 AWG CU GND.
5 KEYNOTES:
1. 600A, 240/120V, 1PH, 3W, 24CKT IN OUTDOOR
ENCLOSURE PER DETAIL 1 SHEET E0.02.
2. PROVIDE PANELBOARD WITH INTEGRAL CIRCUIT
ON/OFF CONTROLS, SCHNEIDER POWERLINK OR
EQUIVALENT FOR LIGHTING CONTROLS. REFER TO
SEQUENCE OF OPERATIONS FOR ADDITIONAL
LIGHTING CONTROL INFORMATION.
3. UTILITY METER SHALL BE MOUNTED FLUSH TO
OUTDOOR ENCLOSURE PER DETAIL 1, SHEET E0.02.
4. PROVIDE TELECOMMUNICATIONS/PANELBOARD
ENCLOSURES NEMA3R RATED MILBANK
CP3B0111XDSP2.
5. PROVIDE (1) 3" SCHEDULE 40 PVC CONDUIT TO
UTILITY TRANSFORMER.
6. 400A, 240/120V, 1PH, 3W, 24CKT IN OUTDOOR
ENCLOSURE PER DETAIL 1 SHEET E0.02.
7. FEEDER UPSIZED FOR VOLTAGE DROP.
PANEL
B
400A
6 2
4 8003
7 GENERAL NOTES:
A. UTILITY COORDINATION IS THE RESPONSIBILITY OF
THE CONTRACTOR. COMPLETE COORDINATION WITH
PACIFIC POWER AND OBTAIN APPROVAL PRIOR TO
STARTING ANY WORK.
\\EGNYTEDRIVE\PROJECTS\2022\22-1493 - CRESCENT CITY BEACHFRONT PARK\01 PRODUCTION\02 CAD\22-1493 E0.01.DWG NOMINAL AMPACITY 800 FEEDER SCHEDULE COPPER: 1 PHASE, 3 WIRE + GROUND TAG PHASE & NEUTRAL CONDUCTORS NOTES: 1. REFER TO SPECIFICATIONS FOR INSULATION TYPE PER WIRE SIZE. 2. MINIMUM CONDUIT SIZES IDENTIFIED MEET MAXIMUM 40% FILL FOR EMT, RMC AND PVC SCHEDULE 40. 3. ALL NEUTRAL CONDUCTORS ARE CONSIDERED CURRENT CARRYING, THEREFORE AMPACITY ADJUSTMENTS HAVE BEEN INCLUDED IN ACCORDANCE WITH NEC TABLE 310.15(B)(3)(a) TO ACCOMMODATE FOUR (4) CURRENT CARRYING CONDUCTORS IN A SINGLE RACEWAY. 4. ADJUSTED CONDUCTOR AMPACITIES ARE CALCULATED BASED ON THOSE GIVEN FOR 90DEG C CONDUCTORS IN ACCORDANCE WITH NEC 310.15(B) AND TABLE NEC 310.15(B)(16). FOR FEEDER RATINGS 100AMPS OR LESS, THE ADJUSTED AMPACITY SHALL NOT EXCEED THE 60DEG C RATING. FOR FEEDER RATINGS GREATER THAN 100AMPS, ACTUAL AMPACITY SHALL NOT EXCEED THE 75DEG C RATING. GROUND CONDUCTOR CONDUIT SIZE (MIN) 8003 3" (3) #350 #1/0 NUMBER OF SETS 3 110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
THESE DRAWINGS ARE THE PROPERTY OFGREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THEPRIOR WRITTEN PERMISSION OF GREENWORKS, P.C.
GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026220065
81 NOTES, SYMBOLS AND
ABBREVIATIONS -
ELECTRICAL
E0.01
87 3000K 3000K
EXTERIOR ELEVATION
INTERIOR ELEVATION
3 8
8 10
37 10
3 4
2 5
6 3
7 1
6 9
E0.02 1 TELECOMMUNICATIONS/PANELBOARD ENCLOSURE - FRONT ELEVATIONS SCALE: NONE 1 1
\\EGNYTEDRIVE\PROJECTS\2022\22-1493 - CRESCENT CITY BEACHFRONT PARK\01 PRODUCTION\02 CAD\22-1493 E0.02.DWG GENERAL NOTES: A. TELECOMMUNICATIONS/PANELBOARD ENCLOSURES ARE TO BE NEMA3R RATED. B. CUSTOM RAL COLOR POWDERCOAT FINISH TO BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO SUBMITTAL. NOTES: 1. PROVIDE RACK RAILS FOR MOUNTING OF 19" TELECOMMUNICATIONS EQUIPMENT AND LIGHTING CONTROLS EQUIPMENT. FRONT OF THE RA SHALL BE MOUNTED TO PROVIDE 5" OF CLEARANCE FROM THE FRONT FACE TO THE CABINET DOOR. THE RACK SYSTEM SHALL PROVIDE A MI 16.75" OF UNOBSTRUCTED DEPTH FROM THE FRONT RAIL FACE TO TH OF THE CABINET. RACK RAILS SHALL HAVE THREADED MOUNTING CRE HOLES, SPACED PER EIA-310-D STANDARD. 2. 400W ELECTRIC HEATER POWERED FROM PANELBOARD BUS. COORDI WITH PANEL MANUFACTURER. 3. STAINLESS STEEL LOUVER, LOUVER SCREEN AND FILTER. 4. VENTILATION FAN POWERED FROM PANELBOARD BUS. COORDINATE PANEL MANUFACTURER. E0.02 2 GROUNDING RISER DIAGRAM SCALE: NONE
PANEL A
NEUTRAL BUSGROUND BUS
MAIN BONDING JUMPER, 2/0 AWG CU
SUPPLY SIDE BONDING JUMPER, 2/0 AWG CU
PANEL B
NEUTRAL BUSGROUND BUS
SIZED PER ONE-LINE DIAGRAM ON SHEET E0.01
GROUNDING ELECTRODE CONDUCTOR, 1/0 AWG CU
AIL
IMUM
BACK W
ATE
TH
5. PANELBOARD. REFER TO PANEL SCHEDULES FOR EQUIPMENT RATINGS AND CIRCUIT PROVISIONS INFORMATION.
6. SINGLE UTILITY METER AT PANEL A ENCLOSURE ONLY.7. GFCI DUPLEX RECEPTACLE WITH LOCKABLE, WEATHERPROOF COVER.8. FOLDING LOCKABLE HANDLE.9. THERMAL INSULATION.
10. CONCRETE PAD. PAD TO HAVE 1-DEGREE SLOPE FOR WATER SHEDDING.11. LOW-VOLTAGE DIVIDER. 110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
THESE DRAWINGS ARE THE PROPERTY OFGREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THEPRIOR WRITTEN PERMISSION OF GREENWORKS, P.C.
GREENWORKS, P.C.
© 2026, ALL RIGHTS RESERVED
Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026220065
8 2
PANEL SCHEDULE & DETAIL - ELECTRICAL
E0.02
8 7
110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
THESE DRAWINGS ARE THE PROPERTY OFGREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THEPRIOR WRITTEN PERMISSION OF GREENWORKS, P.C.
GREENWORKS, P.C.
© 2026, ALL RIGHTS RESERVED
Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026220065
8 3
SITE PLAN - ELECTRICAL DEMO
E1.01
8 7
KEY MAP
NORTH 0' 10' 20' 40'
SCALE: 1" = 30'-0"
STOP STOP
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1 N UTILITY TRANSFORMERN PANEL A
2 S4
S4
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E
E
E
A:1.
A:1.
SEE SHEET E2.03 SEE SHEET E2.02
\\EGNYTEDRIVE\PROJECTS\2022\22-1493 - CRESCENT CITY BEACHFRONT PARK\01 PRODUCTION\02 CAD\22-1493 E2.01.DWG GENERAL NOTES:
A. REFER TO SEQUENCE OF OPERATIONS SPECIFICATION 260993 F LIGHTING CONTROLS.
NOTES:
1. ELECTRICAL CONDUIT TO BE ROUTED UNDERGROUND. BORE UNDE
FRONT STREET TO NEW UTILITY TRANSFORMER TO NEW UTILITY POEXACT GRID TIE IN POINT TO BE COORDINATED IN NEXT DESIGN PHASE.
2. BORE AND ROUTE CONDUIT UNDER PLAY STREET TO NEW PANEL B.
REFER TO ONE LINE DIAGRAM FOR ADDITIONAL INFORMATION.
KEY MAP
NORTH 0' 10' 20' 40'
SCALE: 1" = 30'-0"
110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
THESE DRAWINGS ARE THE PROPERTY OFGREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THEPRIOR WRITTEN PERMISSION OF GREENWORKS, P.C.
GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026220065
84 SITE PLAN - ELECTRICAL
E2.01
FOR
ER
OLE.
B.
87 Xref .\02_xrefs_all_phases\X_SeaReach\X_ canoe.dwg
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Xref .\02_xrefs_all_phases\X_SeaReach\X_ canoe.dwg
SEE SHEET E2.01
SEE SHEET E2.03
S1B:1.
S1B:1.
S1B:1.
S1B:1.
B:3.
1 B:3.
1 \\EGNYTEDRIVE\PROJECTS\2022\22-1493 - CRESCENT CITY BEACHFRONT PARK\01 PRODUCTION\02 CAD\22-1493 E2.02.DWG 110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
THESE DRAWINGS ARE THE PROPERTY OFGREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THEPRIOR WRITTEN PERMISSION OF GREENWORKS, P.C.
GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title:
KEY MAP
Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026220065
85 SITE PLAN - ELECTRICAL
E2.02
GENERAL NOTES:
A. REFER TO SEQUENCE OF OPERATIONS SPECIFICATION 260993 FOR LIGHTING CONTROLS.
NOTES:
1. PROVIDE WEATHERPROOF NEMA 3R RATED OUTLET BOX AND
WEATHERPROOF DUPLEX RECEPTACLE WITHIN HANDHOLE OF
MINIMUM SIZE 21"L x 12"W x 12"D.
NORTH 0' 10' 20' 40'
SCALE: 1" = 30'-0"
87 NO PARKING
T
R
T
R
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
●
●
●
●
E
EE
PANEL BN
B:7.
W
2 B:17,19.
B:13,15.
B:12,14.
B:16,18.
FOOD TRUCK PEDESTAL
FOOD TRUCK PEDESTAL
FOOD TRUCK PEDESTAL
FOOD TRUCK PEDESTAL
S1
B:21,23.
FOOD TRUCK PEDESTAL
B:5.
S1B:5.
S1B:5.
S1B:5.
S1B:5.
S1B:5.
B:2. W
2 B:2. W
2 B:2. W
2 B:2. W
2 B:2.
3 B:4.
3 B:4.
3 B:6.
3 B:8.
3 B:6.
3 B:6.
3 B:10.
1 1
1 1
1 4 B:7.
4 4
4 B:9.
B:9.
4 4
B:11.
B:11.
B:11.
B:9.
4 4
SEE SHEET E2.01
SEE SHEET E2.02
\\EGNYTEDRIVE\PROJECTS\2022\22-1493 - CRESCENT CITY BEACHFRONT PARK\01 PRODUCTION\02 CAD\22-1493 E2.03.DWG 110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
THESE DRAWINGS ARE THE PROPERTY OFGREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THEPRIOR WRITTEN PERMISSION OF GREENWORKS, P.C.
GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title:
KEY MAP
Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026220065
86 SITE PLAN - ELECTRICAL
E2.03
GENERAL NOTES:
A. REFER TO SEQUENCE OF OPERATIONS SPECIFICATION 260993 FOR LIGHTING CONTROLS.
NOTES:
1. PROVIDE NEMA L14-30 RECEPTACLE WITHIN HANDHOLE OF MINIMUM SIZE 21"L x 12"W x 12"D.
2. PROVIDE WEATHERPROOF LOCKABLE RECEPTACLE FOR VENDOR
POWER ENCASED WITHIN CONCRETE BENCHES.
3. PROVIDE WEATHERPROOF NEMA 3R RATED OUTLET BOX AND
WEATHERPROOF QUAD RECEPTACLE WITHIN HANDHOLE OF MINIMUM SIZE 21"L x 12"W x 12"D. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL LOCATIONS PRIOR TO ROUGH-IN.
4. PROVIDE WEATHERPROOF NEMA 3R RATED OUTLET BOX AND
WEATHERPROOF DUPLEX RECEPTACLE WITHIN HANDHOLE OF
MINIMUM SIZE 21"L x 12"W x 12"D. REFER TO ARCHITECTURALDRAWINGS FOR FINAL LOCATION TO ROUGH-IN.
NORTH 0' 10' 20' 40'
SCALE: 1" = 30'-0"
87 \\EGNYTEDRIVE\PROJECTS\2022\22-1493 - CRESCENT CITY BEACHFRONT PARK\01 PRODUCTION\02 CAD\22-1493 E3.01.DWG
PANEL SCHEDULE
PANEL: A LOCATION: VOLTAGE: 240 / 120 PH: 1 W: 3 AIC RATING: 42kA AMP: 600 MLO MCB X MCB: 600A
TYPE: EXISTING NEW X STYLE: NEMA 3R NEUTRAL: 100% FED FROM: UTILITY
CIRCUIT DESCRIPTION
LOAD CKT P CIR P CIR P CKT LOAD
CIRCUIT DESCRIPTION
TYPE KVA BKR # H # BKR KVA TYPE
PATH LIGHTING LTG 1.00 20 1 1 A 2 1 20 SPAREUNIT HEATER MISC 0.40 20 1 3 B 4 1 20 SPARE VENT FAN MISC 0.40 20 1 5 A 6 1 20 SPARE
PANEL REC REC 0.18 20 1 7 B 8 - - SPACE
SPARE 20 1 9 A 10 - - SPACESPACE - - 11 B 12 - - SPACESPACE - - 13 A 14 - - SPACESPACE - - 15 B 16 - - SPACESPACE - - 17 A 18 - - SPACESPACE - - 19 B 20 - - SPACE PANEL B COMB 8.70 400.00 2 21 A 22 - - SPACE - COMB 9.40 - - 23 B 24 - - SPACEESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONSLOAD SUMMARY: LOAD TYPE CONNECTED NEC DEMANDLIGHTING LTG 2.0 KVA 2.5 KVA (125%) CONNECTED PHASE LOADINGRESIDENT LTG/REC RES 0.0 KVA 0.0 KVA ( 100/35/25 %) PHASE A: 10.10 KVA SMALL APPLIANCE RES 0.0 KVA 0.0 KVA ( 100/35/25 %) PHASE B: 9.98 KVA LARGEST MOTOR MTR KVA 0.0 KVA (125%)REMAINING MOTORS MTR 0.0 KVA 0.0 KVA (100%) GEN PURPOSE REC REC 16.5 KVA 13.2 KVA ( 50% > 10KVA)COMPUTER REC MISC 0.0 KVA 0.0 KVA (100%) EQUIP/OTHER MISC 1.6 KVA 1.6 KVA (100%) NOTES:HEATING MISC 0.0 KVA 0.0 KVA (100%)ELEVATOR ELEV 0.0 KVA 0.0 KVA (100%)KITCHEN EQPT KITCH 0.0 KVA 0.0 KVA (65%) TOTALS: 20.1 KVA 17.3 KVA
83.7 AMP 72.3 AMP
PANEL SCHEDULE
PANEL: B LOCATION: VOLTAGE: 240 / 120 PH: 1 W: 3 AIC RATING: 42kA AMP: 400 MLO X MCB
TYPE: EXISTING NEW X STYLE: NEMA 3R NEUTRAL: 100% FED FROM: UTILITY
CIRCUIT DESCRIPTION
LOAD CKT P CIR P CIR P CKT LOAD
CIRCUIT DESCRIPTION
TYPE KVA BKR # H # BKR KVA TYPE
PATH LIGHTING LTG 0.50 20 1 1 A 2 1 20 0.72 REC WATERFRONT BENCH REC WATERFRONT REC REC 0.36 20 1 3 B 4 1 20 1.08 REC WATERFRONT MARKET REC PATH LIGHTING LTG 0.50 20 1 5 A 6 1 20 1.08 REC WATERFRONT MARKET REC STAGE REC REC 0.36 20 1 7 B 8 - - 1.08 REC WATERFRONT MARKET RECSTAGE REC REC 0.36 20 1 9 A 10 - - 0.36 REC WATERFRONT MARKET RECSTAGE REC REC 0.72 20 1 11 B 12 2 30 1.00 REC FOOD TRUCK REC (1) FOOD TRUCK REC (1) REC 1.00 30 2 13 A 14 - - 1.00 REC - - REC 1.00 - - 15 B 16 2 30 1.00 REC FOOD TRUCK REC (1)FOOD TRUCK REC (1) REC 1.00 30 2 17 A 18 - - 1.00 REC - - REC 1.00 - - 19 B 20 1 20 0.80 MISC UNIT HEATER/FANFOOD TRUCK REC (1) REC 1.00 30 2 21 A 22 1 20 0.18 REC PANEL REC - REC 1.00 - - 23 B 24 - - SPACEESTIMATED MAXIMUM DEMAND (EMD) CALCULATIONSLOAD SUMMARY: LOAD TYPE CONNECTED NEC DEMANDLIGHTING LTG 1.0 KVA 1.3 KVA (125%) CONNECTED PHASE LOADINGRESIDENT LTG/REC RES 0.0 KVA 0.0 KVA ( 100/35/25 %) PHASE A: 8.70 KVA SMALL APPLIANCE RES 0.0 KVA 0.0 KVA ( 100/35/25 %) PHASE B: 9.40 KVA LARGEST MOTOR MTR KVA 0.0 KVA (125%)REMAINING MOTORS MTR 0.0 KVA 0.0 KVA (100%) GEN PURPOSE REC REC 16.3 KVA 13.2 KVA ( 50% > 10KVA)COMPUTER REC MISC 0.0 KVA 0.0 KVA (100%) EQUIP/OTHER MISC 0.8 KVA 0.8 KVA (100%) NOTES:HEATING MISC 0.0 KVA 0.0 KVA (100%) 1. PROVIDE GFCI BREAKER.ELEVATOR ELEV 0.0 KVA 0.0 KVA (100%)KITCHEN EQPT KITCH 0.0 KVA 0.0 KVA (65%) TOTALS: 18.1 KVA 15.2 KVA
75.4 AMP 63.3 AMP
110 SE Main St., Suite 100
Portland, OR 97214
Ph: 503 222 5612
Fax: 503 222 2283
Email: [email protected]
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL DESIGN
THESE DRAWINGS ARE THE PROPERTY OFGREENWORKS, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THEPRIOR WRITTEN PERMISSION OF GREENWORKS, P.C.
GREENWORKS, P.C. © 2026, ALL RIGHTS RESERVED
Project:
VERIFY SCALE: DRAWINGS ARE TO
SCALE IF BAR MEASURES 1"
0" 1/2" 1"
Checked By:Job No.
Approved:
Drawn By:Sheet No. of
Date:Revisions:
Submittal:
Sheet Title: Beachfront Park
Phase 1B
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
100% CD
02/20/2026220065
87 SCHEDULE- ELECTRICAL
E3.01
87