Plan Set - Path of Culture Interprative Node — Crescent City City Council, July 28, 2025

CRESCENT CITY CULTURAL GATEWAYS AND BEAUTIFICATION PROJECT BID SET ISSUE DATE: 05/09/2025 NOT TO SCALE PROJECT LOCATION BEACHFRONT PARK IS LOCATED SOUTH OF DOWNTOWN CRESCENT CITY, CALIFORNIA, AND NORTH OF CRESCENT HARBOR, IN PROXIMITY TO THE REDWOODS NATIONAL AND STATE PARKS. SITE FEATURES INCLUDE THE DISCOVERY CENTER PLAZA, TOLOWA WALK, AND INTERPRETIVE NODES. NOTE: SEE CIVIL FOR FRONT STREET RIGHT OF WAY IMPROVEMENT PACKAGE. CRESCENT CITY, CALIFORNIA CRESCENT HARBOR NORTH SUBMITTAL PROJECT DESCRIPTION VICINITY MAP PROJECT DIRECTORY Cover Sheet G0.001 ELK CREEK CRESCENT CITY HWY 101 CCA OWNER/CONTACT CITY OF CRESCENT CITY 377 J STREET CRESCENT, CA 95531 PHONE: 707-464-9506 PROJECT CONTACT: ERIC WIER, ASHLEY TAYLOR 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: 503-222-5612 EMAIL: [email protected] STRUCTURAL SURVEY STOVER ENGINEERING AND CONSULTING 711 H STREET CRESCENT CITY, CA 95531 PHONE: 707-465-6742 PROJECT CONTACT: WARD STOVER 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] CIVIL INTERPRETIVE SEA REACH 146 NE YAMHILL ST SHERIDAN, OREGON 97378 PHONE: 503-843-2005 PROJECT CONTACT: SUSAN JURASZ EMAIL: [email protected] 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] ARCHITECTURE SCOTT EDWARDS ARCHITECTURE 2525 E BURNSIDE ST, PORTLAND, OR 97214 PHONE: 503-226-3617 PROJECT CONTACT: KAREN VAN RADEN EMAIL: [email protected] G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_COVR_CCA.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. © 2024, 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:

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
7843

16.96 DMH KEY MAP BJ BJ/GM SS/MM/PG
@ 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 EP END POINT 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 PRC POINT OF REVERSE CURVATURE 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. MAJOR CONTOUR MINOR CONTOUR CONCRETE PAVING SYMBOL ITEM 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
XLX.XX
XLX.XX
X
X
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 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 MINOR CONTOUR NOTE: NOT ALL ABBREVIATIONS REFERENCED IN DRAWINGS. ABBREVIATIONS MAY BE SHOWN WITH OR WITHOUT PERIODS. MAJOR CONTOUR MINOR CONTOUR ELECTRICAL SERVICE BOX SEWER CLEANOUT 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. PRESERVE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. 7. 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. 8. ALL QUANTITIES SHOWN ON THE DRAWINGS OR SPECIFICATIONS ARE FOR CONVENIENCE ONLY. 9. 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. EXISTINGHOSE BIB WATER VALVE HYDRANT MANHOLE WHEEL STOP PICNIC TABLE TRASH AND RECYCLING RECEPTACLE 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
XLX.XX
XLX.XX
X
X
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 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 DISC GOLF TEE SYMBOL ITEM EXISTING PROPOSED CHAIN-LINK FENCE CONCRETE POSTS WITH CHAIN DRAIN WOODEN FENCE ● ● ● ● ● ○
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○ 205 MAJOR CONTOUR 205 205 205
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w WATER LINE SIGN LIGHT POLE
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_COVR_CCA.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. © 2024, 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:

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
7843

16.96 DMH KEY MAP BJ BJ/GM SS/MM/PG ss ss MATCHLINE SEE SHEET LX.XX General Legends
And Notes G0.02
3 ■ ■ PEDXING STOP STOP PEDXING PED XING STOP

PED XING
STOP

STOP STOP
STOP ■ ■ NO PARKING NO PARKING EXIT ONLY NO RV'S CAUTION CAUTION NO PARKING 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 G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_COVR_CCA.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. © 2024, 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:

G STREET

H STREET

I STREET

K STREET

L STREET
M STREET LX.02 LX.03 LX.04 PLAY STREET NOTE: LOW LINE REPRESENTED ALONG FRONT STREET IS APPROXIMATE AND ADJUSTED FOR GRAPHIC CLARITY. FOR FRONT STREET IMPROVEMENTS REFER TO CIVIL FRONT STREET RIGHT OF WAY IMPROVEMENT PACKAGE.

EXISTING CONDITIONS LEGEND ITEM REDWOOD TREE DECIDUOUS TREE PINE TREE CYPRESS TREE SHRUBS CONCRETE PAVING WOOD FENCE CONCRETE POST LARGE LINK 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 POST STUMP STORM DRAIN LINE ■ ■ ■ WOOD POST METAL GUARDRAIL DRAIN sd sd w w ss ss WATER LINE SANITARY SEWER LINE STORM DRAIN LINE 205 205 MINOR CONTOUR MINOR CONTOUR LIST OF MONUMENTS - CCA NUMBER ITEM M1 POINT OF HONOR: DEL NORTE COUNTY VETERAN'S MEMORIAL MONUMENT M2 ROCK MONUMENT (MISSING PLAQUE) M3 JETTY DOLOSSE AND TETRAPODS Existing Conditions
Notes And Legend L1.005
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_EXCD_CCA.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. © 2024, 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:

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

GAS GAS GAS

JT (OH) JT (OH) JT STOP PED
XING
XING
PED
W W
W
W
W
W
W

W NO PARKING NO PARKING
W
W

PED EXIT ONLY

EXIT ONLY STOP
W
W
W
W
W
W W

K STREET FRONT STREET

ELK CREEK REDWOOD DISCOVERY CENTER
PLAY STREET LIMIT OF WORK LIMIT OF WORK 19
3 4
4 4
4 5
6 3
7 M2
9 M3 11 TYP 11TYP 12 12 TYP TYP 11 TYP 12 13 13 13 14 15 2 1318 16 23 24 2526
4 38 39 39 39 39 40 41 12 NOT SURVEYED 42 42 4214 1. WAYPOINT 2. BOLLARD 3. CONCRETE BENCH 4. CONCRETE STAIRS 5. CONCRETE WALL 6. SIGNS: "VISITOR INFORMATION CHAMBER OF COMMERCE" AT EXIT AND ENTRANCE. 7. MONUMENT: SEE CORRESPONDING TABLE ON L1.00 8. MONUMENT: SEE CORRESPONDING TABLE ON L1.00 9. MONUMENT: SEE CORRESPONDING TABLE ON L1.00 10. WOOD BENCH 11. CONCRETE PAVING 12. ASPHALT PAVING 13. STRIPING 14. SEE CIVIL FOR EXISTING UTILITIES. 15. CONCRETE PICNIC TABLE 16. TRASH AND RECYCLING RECEPTACLE 17. BUS STOP 18. SIGN: DUAL SIDED - IMPORTANT BIRDS 19. METAL GUARDRAIL 20. ELK CREEK (CULVERT) 21. VEGETATION BRUSH LINE. ENVIRONMENTALLY SENSITIVE AREA. 22. STORM DRAIN INLET 23. PROPANE TANK 24. DUMPSTER 25. GAS SERVICE 26. GAS METER 27. SIGN: RIGHT TURN 25MPH 28. SIGN: LOGO 29. SIGN: WELCOME TO CRESCENT CITY 30. SIGN: NO RIGHT TURN 31. SIGN: DO NOT ENTER/ WRONG WAY/ ONE WAY 32. SIGN: THREE LANE DIRECTIONAL 33. SIGN: TOURIST INFORMATION 34. SIGN: SPLIT LANE 35. SIGN: NORTH US 101 LEFT ARROW 36. STORM DRAIN CULVERT 37. LIGHT POLE 38. PORTE COCHERE 39. FRONT STREET LINEWORK SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY EDGE CONDITIONS. 40. EXISTING CONDITIONS AT FRONT STREET SHOWS THE PROPOSED ROW IMPROVEMENTS. SEE FRONT STREET IMPROVEMENT PLANS BY CIVIL. 41. EXISTING FENCE: CONCRETE POST LARGE LINK CHAIN. 42. EXISTING CONCRETE CURB. EXISTING CONDITIONS KEY 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. 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH Existing Conditions Plan L1.01
6 G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_EXCD_CCA.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. © 2024, 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:

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
7843

16.96 DMH KEY MAP BJ BJ/GM SS/MM/PG
MATCHLINE SEE SHEET L1.02 MATCHLINE SEE SHEET L1.04
sd
sd
sd
p
e e
sd
sd
ss w
w
_______ LF __"Ø ___
ss
ss
ss
ss CP 310 CP 315
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gas
gas

ELK CREEK FRED ENDERT MUNICIPAL POOL

PLAY STREET
1 2 TYP 1213 2237 41 TYP 11 42 42 1. WAYPOINT 2. BOLLARD 3. CONCRETE BENCH 4. CONCRETE STAIRS 5. CONCRETE WALL 6. SIGNS: "VISITOR INFORMATION CHAMBER OF COMMERCE" AT EXIT AND ENTRANCE. 7. MONUMENT: SEE CORRESPONDING TABLE ON L1.00 8. MONUMENT: SEE CORRESPONDING TABLE ON L1.00 9. MONUMENT: SEE CORRESPONDING TABLE ON L1.00 10. WOOD BENCH 11. CONCRETE PAVING 12. ASPHALT PAVING 13. STRIPING 14. SEE CIVIL FOR EXISTING UTILITIES. 15. CONCRETE PICNIC TABLE 16. TRASH AND RECYCLING RECEPTACLE 17. BUS STOP 18. SIGN: DUAL SIDED - IMPORTANT BIRDS 19. METAL GUARDRAIL 20. ELK CREEK (CULVERT) 21. VEGETATION BRUSH LINE. ENVIRONMENTALLY SENSITIVE AREA. 22. STORM DRAIN INLET 23. PROPANE TANK 24. DUMPSTER 25. GAS SERVICE 26. GAS METER 27. SIGN: RIGHT TURN 25MPH 28. SIGN: LOGO 29. SIGN: WELCOME TO CRESCENT CITY 30. SIGN: NO RIGHT TURN 31. SIGN: DO NOT ENTER/ WRONG WAY/ ONE WAY 32. SIGN: THREE LANE DIRECTIONAL 33. SIGN: TOURIST INFORMATION 34. SIGN: SPLIT LANE 35. SIGN: NORTH US 101 LEFT ARROW 36. STORM DRAIN CULVERT 37. LIGHT POLE 38. PORTE COCHERE 39. FRONT STREET LINEWORK SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY EDGE CONDITIONS. 40. EXISTING CONDITIONS AT FRONT STREET SHOWS THE PROPOSED ROW IMPROVEMENTS. SEE FRONT STREET IMPROVEMENT PLANS BY CIVIL. 41. EXISTING FENCE: CONCRETE POST LARGE LINK CHAIN. 42. EXISTING CONCRETE CURB. 43. CONCRETE POST LARGE LINK CHAIN FENCE EXISTING CONDITIONS KEY 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. CP 309 LIMIT OF WORK 12
1 43
Existing Conditions Plan L1.04
9 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_EXCD_CCA.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. © 2024, 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:

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
7843

16.96 DMH KEY MAP BJ BJ/GM SS/MM/PG MATCHLINE SEE SHEET L1.01 CANOE INTERPRETIVE NODE 1 0' 5' 10' 20' SCALE: 1" = 10'-0"
□ □ □ □ TREE PROTECTION FENCING TPZ = X' SYMBOL ITEM 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 1. WOLF'S EVENING PRIMROSE TO BE PRESERVED AND PROTECTED UNLESS INVASIVE VARIETY. 2. NO CONSTRUCTION ACTIVITIES ALLOWED TO IMPACT ONE-HALF 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 Tree Protection Notes
And Detail L2.0010
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_TREE_CCA.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. © 2024, 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:

CP 34 CP 40
e
e
e
gas gas gas gas
ss ss ss ss EXIT ONLY

NO RV'S
e
e
sd
sd
sd
sd
e
e
ss
WATER
_______ LF __"Ø ___
CAUTION sd sd sd sd

CAUTION
e
e CP 311 CP 315 CP 319 CP 320 CP 321
gas
gas

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

GAS GAS GAS

JT (OH) JT (OH) JT STOP PED
XING
XING
PED
W W
W
W
W
W
W

W NO PARKING NO PARKING
W
W

PED EXIT ONLY

EXIT ONLY STOP
W
W
W
W
W
W W

K STREET FRONT STREET

ELK CREEK REDWOOD DISCOVERY CENTER

PLAY STREET LIMIT OF WORK LIMIT OF WORK
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TPZ=62'
TPZ=26'
TPZ=20'
TPZ=22'
TPZ=10'
TPZ=18'
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1 □
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□ DBH NOT SURVEYED. TPZ NOT SHOWN.

TPZ=16'
□
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□ TREE PROTECTION FENCING TPZ = X' SYMBOL ITEM 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. CRITICAL ROOT ZONES (CRZ) ARE SHOWN FOR TREES WITHIN THE LIMIT OF WORK THAT HAVE DBH IDENTIFIED IN THE SURVEY. TREE PROTECTION AND REMOVAL SHEET NOTES 1. SEE RIGHT-OF-WAY IMPROVEMENTS BY OTHERS FOR STREET TREE REMOVAL AND PROTECTION. 2. TREE PROTECTION FENCING TO END NEAR EXISTING WOOD POST METAL GUARDRAIL. TREE PROTECTION AND REMOVAL KEY NOTES # 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH
Tree Protection And
Removal Plan L2.0111
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_TREE_CCA.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. © 2024, 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:

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
7843

16.96 DMH KEY MAP BJ BJ/GM SS/MM/PG
MATCHLINE SEE SHEET L2.02 MATCHLINE SEE SHEET L2.04
sd sd sd p e e sd sd ss w w_______ LF __"Ø ___
CAUTION ss ss ss ss CP 310 CP 315 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas ELK CREEK FRED ENDERT MUNICIPAL POOL PLAY STREET □ □ □ □ □ DENSE TREE CANOPY - TREE PROTECTION ZONE (TPZ) NOT SHOWN. □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □□ 2 TPZ=19' □ □ □ □ TREE PROTECTION FENCING TPZ = X' SYMBOL ITEM 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. CRITICAL ROOT ZONES (CRZ) ARE SHOWN FOR TREES WITHIN THE LIMIT OF WORK THAT HAVE DBH IDENTIFIED IN THE SURVEY. TREE PROTECTION AND REMOVAL SHEET NOTES 1. SEE RIGHT-OF-WAY IMPROVEMENTS BY OTHERS FOR STREET TREE REMOVAL AND PROTECTION. 2. TREE PROTECTION FENCING TO END NEAR EXISTING WOOD POST METAL GUARDRAIL. TREE PROTECTION AND REMOVAL KEY NOTES # Tree Protection And
Removal Plan L2.0414 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_TREE_CCA.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. © 2024, 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:

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

GAS GAS GAS

JT (OH) JT (OH) JT STOP PED
XING
XING
PED
W W
W
W
W
W
W

W NO PARKING NO PARKING
W
W

PED EXIT ONLY

EXIT ONLY STOP
W
W
W
W
W
W W

K STREET FRONT STREET

ELK CREEK REDWOOD DISCOVERY CENTER

PLAY STREET LIMIT OF WORK LIMIT OF WORK TYP
3 3 TYP
2 2
1 4
6 7
7 1 TYP
7 85
9 10 10 10 11 12 TYP 13 15 16 16 19
4 14 14 14 24 24 12 10 27 13 31 14 1432 TYP 33 33 33
1 9 14 34 3434 1. ELEMENTS ON THE DRAWINGS SHOWN TO BE REMOVED SHALL BE REMOVED TO THEIR FULL DEPTHS OF THEIR CONSTRUCTION. 2. 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. 3. EROSION AND SEDIMENT CONTROL METHODS TO REMAIN IN PLACE DURING ALL CONSTRUCTION PHASES. 4. 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. PRESERVE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE CONSTRUCTION SITE AND THEIR EQUIPMENT. GENERAL SITE DEMOLITION NOTES 1. REMOVE EXISTING SIGN. 2. PROTECT EXISTING CONCRETE WALL/ COLUMNS. 3. REMOVE EXISTING CONCRETE WHEEL STOPS. 4. REMOVE EXISTING CONCRETE WALL AND RAILING. 5. REMOVE EXISTING CONCRETE RETAINING WALL. 6. REMOVE EXISTING HEDGES AND STUMPS. 7. SEE SHEET L2.00 FOR TREE PROTECTION AND REMOVAL NOTES. 8. REMOVE CONCRETE STAIRS. 9. REMOVE ASPHALT PAVING. 10. REMOVE CONCRETE CURBS. 11. REMOVE SEAWALL. 12. REMOVE CONCRETE BENCH. 13. BUILDING OVERHANG NOT SHOWN. PROTECT BUILDING FOUNDATION AND OVERHANG STRUCTURE DURING CONSTRUCTION. 14. PROTECT EXISTING PAVING. 15. REMOVE PAVING, STAIRS, RAILINGS AND WALLS IN THE PORTE COCHERE. 16. SIDEWALK AND CURB IN RIGHT-OF-WAY IN FRONT STREET IMPROVEMENT PACKAGE BY OTHERS (NIC). 17. REFERENCE NOTE NOT USED. 18. PROTECT EXISTING SIGN. 19. PROTECT EXISTING SEAWALL. 20. REFERENCE NOTE NOT USED. 21. SIGN TO BE RELOCATED. 22. REMOVE LIGHT POLE. 23. REMOVE STORM DRAIN INLET. 24. SALVAGE TILE ART ON WALLS. 25. REMOVE SEGMENT OF EXISTING FENCE - CONCRETE POST WITH CHAIN. 26. REMOVE SEGMENT OF EXISTING FENCE - WOOD POST METAL GUARDRAIL. 27. SALVAGE EXISTING CONTROL WIRES. 28. REFERENCE NOTE NOT USED. 29. PROTECT METAL GUARDRAIL (2 POSTS NORTH OF PROPOSED CURB). 30. PROTECT EXISTING FENCE - CONCRETE POST WITH CHAIN. 31. REMOVE SEGMENT OF EXISTING WALL, SEE STRUCTURAL FOR EXTENTS OF WALL DEMOLITION. 32. DEMO TO NEAREST EXISTING JOINT LINE. 33. VERIFY EXISTING UTILITIES WITH CIVIL. 34. DEMO INTERPRETIVE SIGNS (QTY 11). VERIFY QUANTITY IN THE FIELD. SITE DEMOLITION REFERENCE NOTES CLEAR AND GRUB LIMITS CONCRETE OR ASPHALT PAVING TO BE REMOVED CONCRETE WALLS & STEPS TO BE REMOVED SYMBOL ITEM DEMOLITION LEGEND SAW CUT CONCRETE OR ASPHALT PAVING CONCRETE CURBS TO BE REMOVED 2. BID ALTERNATE #2 - MEDIAN EXTENSION (ASPHALT REMOVAL AND SEEDED LAWN). SEE SHEET L4.00 MATERIALS NOTES AND LEGEND FOR BID ALT #1. BID ALTERNATE LIST X
# 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH
Demolition Plan L3.0115
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_DEMO_CCA.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. © 2024, 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:

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
7843

16.96 DMH KEY MAP BJ BJ/GM SS/MM/PG
MATCHLINE SEE SHEET L3.02 MATCHLINE SEE SHEET L3.04

sd sd sd p e e sd sd ss w w_______ LF __"Ø ___ ss ss ss ss CP 310 CP 315 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas ELK CREEK FRED ENDERT MUNICIPAL POOL PLAY STREET 9 22237 TYP 26 25 29 30 1. ELEMENTS ON THE DRAWINGS SHOWN TO BE REMOVED SHALL BE REMOVED TO THEIR FULL DEPTHS OF THEIR CONSTRUCTION. 2. 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. 3. EROSION AND SEDIMENT CONTROL METHODS TO REMAIN IN PLACE DURING ALL CONSTRUCTION PHASES. 4. 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. PRESERVE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE CONSTRUCTION SITE AND THEIR EQUIPMENT. GENERAL SITE DEMOLITION NOTES 1. REMOVE EXISTING SIGN. 2. PROTECT EXISTING CONCRETE WALL/ COLUMNS. 3. REMOVE EXISTING CONCRETE WHEEL STOPS. 4. REMOVE EXISTING CONCRETE WALL AND RAILING. 5. REMOVE EXISTING CONCRETE RETAINING WALL. 6. REMOVE EXISTING HEDGES AND STUMPS. 7. SEE SHEET L2.00 FOR TREE PROTECTION AND REMOVAL NOTES. 8. REMOVE CONCRETE STAIRS. 9. REMOVE ASPHALT PAVING. 10. REMOVE CONCRETE CURBS. 11. REMOVE SEAWALL. 12. REMOVE CONCRETE BENCH. 13. BUILDING OVERHANG NOT SHOWN. PROTECT BUILDING FOUNDATION AND OVERHANG STRUCTURE DURING CONSTRUCTION. 14. PROTECT EXISTING PAVING. 15. REMOVE PAVING, STAIRS, RAILINGS AND WALLS IN THE PORTE COCHERE. 16. SIDEWALK AND CURB IN RIGHT-OF-WAY IN FRONT STREET IMPROVEMENT PACKAGE BY OTHERS (NIC). 17. REFERENCE NOTE NOT USED. 18. PROTECT EXISTING SIGN. 19. PROTECT EXISTING SEAWALL. 20. REFERENCE NOTE NOT USED. 21. SIGN TO BE RELOCATED. 22. REMOVE LIGHT POLE. 23. REMOVE STORM DRAIN INLET. 24. SALVAGE TILE ART ON WALLS. 25. REMOVE SEGMENT OF EXISTING FENCE - CONCRETE POST WITH CHAIN. 26. REMOVE SEGMENT OF EXISTING FENCE - WOOD POST METAL GUARDRAIL. 27. SALVAGE EXISTING CONTROL WIRES. 28. REFERENCE NOTE NOT USED. 29. PROTECT METAL GUARDRAIL (2 POSTS NORTH OF PROPOSED CURB). 30. PROTECT EXISTING FENCE - CONCRETE POST WITH CHAIN. 31. REMOVE SEGMENT OF EXISTING WALL, SEE STRUCTURAL FOR EXTENTS OF WALL DEMOLITION. 32. DEMO TO NEAREST EXISTING JOINT LINE. 33. VERIFY EXISTING UTILITIES WITH CIVIL. 34. DEMO INTERPRETIVE SIGNS (QTY 11). VERIFY QUANTITY IN THE FIELD. SITE DEMOLITION REFERENCE NOTES CLEAR AND GRUB LIMITS CONCRETE OR ASPHALT PAVING TO BE REMOVED CONCRETE WALLS & STEPS TO BE REMOVED SYMBOL ITEM DEMOLITION LEGEND SAW CUT CONCRETE OR ASPHALT PAVING CONCRETE CURBS TO BE REMOVED 2. BID ALTERNATE #2 - MEDIAN EXTENSION (ASPHALT REMOVAL AND SEEDED LAWN). SEE SHEET L4.00 MATERIALS NOTES AND LEGEND FOR BID ALT #1. BID ALTERNATE LIST X# CP 309 ▬ ▬ ▬ ▬ ▬ ▬ ▬ ▬ ▬ ▬ ▬ ▬ LIMIT OF WORK935 TYP 35 36 35. PROTECT EXISTING FENCE - CONCRETE POST WITH CHAIN 36. REMOVE WAYPOINT. SITE DEMOLITION REFERENCE NOTES # G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_DEMO_CCA.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. © 2024, 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:

DETAIL KEYNOTES PAVING / SURFACING NUMBER ITEM DETL / SHT SPECS 1.1 CONCRETE PAVING - VEHICULAR 1/L9.01 321313 1.2 CONCRETE PAVING - PEDESTRIAN 2/L9.01 321313 1.3 DOWELED EXPANSION JOINT 3/L9.01 321313, 321373 1.4 CONTRACTION JOINT 4/L9.01 321313 1.5 ISOLATION JOINT 5/L9.01 321313, 321373 1.6 THICKENED EDGE - TYPE 1 6/L9.01 321313 1.7 DETAIL NOT USED 7/L9.01 1.8 MONUMENT SIGN FOOTING 8/L9.01 033000 1.9 CONCRETE PAVING EDGE CONDITION 9/L9.01 033000 1.10 TYPICAL PAVING SQUARE OFF 1/L9.02 033000 1.11 PAVEMENT STRIPING 2/L9.02 321723 CURBS AND SPECIALTY SURFACING NUMBER ITEM DETL / SHT SPECS 2.1 SANDBLASTED STENCIL 3/L9.02 321316 2.2 LITHOMOSAIC PAVING EDGE CONDITION 4/L9.02 321316.15 2.3 TACTILE WARNING TILES 5/L9.02 321726 2.4 MOW CURB 6/9.02 033000 2.5 CONCRETE CURB - RAISED TYPE 1 7/9.02 033000 2.6 CONCRETE CURB - RAISED TYPE 2 1/9.03 033000 2.7 CONCRETE CURB TRANSITION 2/9.03 033000 WALLS, RAMPS AND STAIRS NUMBER ITEM DETL / SHT SPECS 3.1 CURB RAMP 3/9.03 033000 3.2 CONCRETE SEATWALL 4/L9.03 033000 3.3 CONCRETE WALL JOINTS / REVEALS 5/9.03 033000 3.4 CONCRETE STAIRS 1/L9.04 033000 3.5 HANDRAIL AT CONCRETE STAIRS 2/L9.04 055213 3.6 HANDRAIL END CONNECTION 6/L9.04 055213 1.0 2.0 3.0 SITE FURNISHINGS NUMBER ITEM DETL / SHT SPECS 4.1 BICYCLE RACK 1/L9.05 323300 4.2 RECESSED LIGHTING 2/L9.05 323300 4.3 ACCESSIBLE DRINKING FOUNTAIN 3/L9.05 323300 4.4 SKATE DETERRENT TYPE 1 4/L9.05 323300 4.5 SKATE DETERRENT TYPE 2 5/L9.05 323300 4.6 BOLLARD - TYPE 1 6/L9.05 323300 4.7 BOLLARD - TYPE 2 REMOVABLE 7/L9.05 323300 4.0 CURBS AND SPECIALTY SURFACING SYMBOL ITEM REMARKS SPEC NUMBER SANDBLASTED STENCIL CONCRETE CURB TYPES. REFER TO DETAIL SHEETS AND CALLOUTS. 321316 LITHOMOSAIC PAVING TILE MOSAIC EMBEDDED IN LITHOCRETE - NOT IN CONTRACT. AGGREGATE BASE IS IN CONTRACT. 321316 TACTILE WARNING TILES LOCATED AT CURB RAMPS. 321726 MOW CURB LOCATED ALONG PLANT BED AT THE DISCOVERY CENTER ENTRY. 033000 RAISED CURB LOCATED AT THE DISCOVERY CENTER ENTRY SLOPED PATH, AND AT CURB RAMPS. 033000 PAVING / SURFACING SYMBOL ITEM REMARKS SPEC NUMBER CONCRETE PAVING - VEHICULAR BROOM FINISH. 033000 CONCRETE PAVING - VEHICULAR EXPOSED AGGREGATE FINISH. 033000 CONCRETE PAVING - PEDESTRIAN BROOM FINISH. 033000 CONCRETE PAVING - PEDESTRIAN EXPOSED AGGREGATE FINISH. 033000 DOWELED EXPANSION JOINT LOCATED AT TOP AND BOTTOM OF STAIRCASE. 321313, 321373 CONTRACTION JOINT GROOVED JOINT. 321313 ISOLATION JOINT ISOLATION JOINT WITH FILLER, BACKER ROD AND SAND-TEXTURE JOINT SEALER. 321313, 321373 MONUMENT SIGN AND FOOTING (NTS) SIGN OWNER FURNISHED CONTRACTOR INSTALLED - N.I.C. SYMBOL NTS. 033000 PAVEMENT STRIPING CONFIRM DETAIL MEETS CALTRANS STANDARDS. 321723 WALL, RAMPS AND STAIRS SYMBOL ITEM REMARKS SPEC NUMBER CURB RAMP WIDTH OF CURB RAMP VARIES, SEE PLANS. 033000 CONCRETE SEATWALL SIZE AND RADIUS OF WALLS VARIES. SEE PLANS AND DETAILS. 033000 CONCRETE STAIRS 18" TREAD. SEE PLANS AND DETAILS FOR STAIR QUANTITY AND LOCATION. 033000 HANDRAIL AT CONCRETE STAIRS 057300 R T SITE FURNISHINGS SYMBOL ITEM REMARKS SPEC NUMBER BICYCLE RACK EMBEDDED INTO CONCRETE PAVING. 323300 RECESSED LIGHTING (NTS) SYMBOL NTS. 265619 ACCESSIBLE DRINKING FOUNTAIN DRINKING FOUNTAIN WITH DOG WATER BOWL. 323300 SKATE DETERRENT TYPE 1 (NTS) INSTALLED ON CONCRETE WALLS. SYMBOL NTS. 323300 SKATE DETERRENT TYPE 2 (NTS) INSTALLED ON HANDRAILS. SYMBOL NTS. 323300 BOLLARD - TYPE 1 STANDARD LIGHTED BOLLARD. 323300 BOLLARD - TYPE 2 REMOVABLE REMOVABLE BOLLARD TO ACCOMMODATE MAINTENANCE VEHICLES. 323300 TRASH AND RECYCLING RECEPTACLES OWNER FURNISHED CONTRACTOR INSTALLED - N.I.C. T = TRASH. R = RECYCLING. 323300 PROPOSED SIGN (NTS) LOCATED AT THE S CURVES. OWNER FURNISHED CONTRACTOR INSTALLED - N.I.C. SYMBOL NTS. 323300 INTERPRETIVE SYMBOL ITEM REMARKS SPEC NUMBER REDWOOD TREE INTERPRETIVE NODE SCULPTURAL FEATURE PROVIDED AND INSTALLED BY OTHERS. SEE FX FOR REFERENCE, FINAL SHOP DRAWINGS TO BE PROVIDED BY SELECTED FABRICATOR. 323300 BURDEN BASKET INTERPRETIVE NODE. SCULPTURAL FEATURE PROVIDED AND INSTALLED BY OTHERS. SEE FX FOR REFERENCE, FINAL SHOP DRAWINGS TO BE PROVIDED BY SELECTED FABRICATOR. 323300 TOLOWA WALK ENTRY EXHIBIT SCULPTURAL FEATURE PROVIDED AND INSTALLED BY OTHERS. SEE FX FOR REFERENCE, FINAL SHOP DRAWINGS TO BE PROVIDED BY SELECTED FABRICATOR. 323300 TRIP PLANNING SIGN (NTS) SCULPTURAL FEATURE PROVIDED AND INSTALLED BY OTHERS. SEE FX FOR REFERENCE, FINAL SHOP DRAWINGS TO BE PROVIDED BY SELECTED FABRICATOR. 323300 1. BID ALTERNATE #1 - MEDIAN EXTENSION (ASPHALT REMOVAL AND SEEDED LAWN). BID ALTERNATE LIST X 1. PROVIDE EXPANSION 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. ART AND INTERPRETIVE ELEMENTS SHOWN ARE SCHEMATIC AND NOT FOR CONSTRUCTION. FINAL SHOP DRAWINGS AND STRUCTURAL PLANS TO BE PROVIDED BY SELECTED FABRICATOR. GENERAL MATERIALS NOTES Materials Notes
And Legend L4.0019
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_MATL_CCA.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. © 2024, 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:

FD SD SD
SD
SD
SD
SD
SD
SD
SS
SS
W
W

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

GAS GAS GAS

JT (OH) JT (OH) JT STOP PED
XING
XING
PED
W W
W
W
W
W
W

W NO PARKING NO PARKING
W
W

PED EXIT ONLY

EXIT ONLY STOP
W
W
W
W
W
W W

K STREET FRONT STREET

ELK CREEK REDWOOD DISCOVERY CENTER

PLAY STREET

T R LIMIT OF WORK LIMIT OF WORK
1L4.05
2L4.05 TYP 1 TYP 1
2 3 1.1
6 4.1 4.7 TYP 1
2 11 1.1 TYP 3.2 4.4 4.6 TYP TYP 1 TYP 1 TYP 1 4.6 1.1 1.2 1.1 4.7 TYP 1.2 10 10 10 1.5 1.4 1.4 1.5 1.10 1.10 TYP 1.2 1.1 1.3 1 FUTURE GATEWAY STRUCTURE, FOOTINGS, AND LANDSCAPING LOCATION, N.I.C, TO BE COORDINATED WITH CCA PLANS 17 17 1.2 1.3 1.3 1.31.3 1.3 1.3 MATERIALS LEGEND SYMBOL ITEM CONCRETE PAVING - VEHICULAR (BROOM FINISH) CONCRETE PAVING - VEHICULAR (EXPOSED AGGREGATE FINISH) CONCRETE PAVING - PEDESTRIAN (BROOM FINISH) CONCRETE PAVING - PEDESTRIAN (EXPOSED AGGREGATE FINISH) LITHOMOSAIC PAVING - N.I.C CONCRETE WALL TACTILE WARNING BOLLARDS (STANDARD AND REMOVABLE) DOWELED EXPANSION JOINT (AT STEPS, WALLS, LITHOCRETE, AND NEW PAVING MEET EXISTING PAVING) CONTRACTION JOINT ISOLATION JOINT (SEPARATE POURS) STANDARD REMOVABLE 1. EDGE OF PROPOSED PAVING. VERIFY EXISTING PAVING EDGE. 2. EXISTING CONCRETE PAVING. 3. PROPOSED PAVING TO MATCH FFE OF BUILDING. 4. TRIP PLANNING SIGNS - SEE SHEET F8 FOR INFORMATION ON INSTALL. SIGN STRUCTURE IS IN CONTRACT, PANELS AND CONTENT ARE N.I.C. LOCATION AND ALIGNMENT TO BE APPROVED BY LANDSCAPE ARCHITECT. 5. SEE DETAILS FOR JOINT TYPES AT STAIRS AND WALLS. 6. FIELD VERIFY EXISTING CONDITIONS IN PORTE COCHERE. 7. REDWOOD TREE INTERPRETIVE NODE. SCULPTURAL FEATURES PROVIDED AND INSTALLED BY OTHERS. CONTRACTOR TO PROVIDE FOUNDATION AGGREGATE AND CONCRETE. SEE F4-F5 FOR REFERENCE, FINAL SHOP DRAWINGS TO BE PROVIDED BY SELECTED FABRICATOR. COORDINATE INSTALLATION WITH INTERPRETIVE SIGN BUILDERS. 8. BURDEN BASKET INTERPRETIVE NODE. SCULPTURAL FEATURES PROVIDED AND INSTALLED BY OTHERS. CONTRACTOR TO PROVIDE FOUNDATION AGGREGATE AND CONCRETE. SEE F1-F3 FOR REFERENCE, FINAL SHOP DRAWINGS TO BE PROVIDED BY SELECTED FABRICATOR. COORDINATE INSTALLATION WITH INTERPRETIVE SIGN BUILDERS. 9. TOLOWA WALK ENTRY EXHIBIT BY OTHERS - N.I.C. ALUMINUM BLADES TO BE ALIGNED ON CENTERLINE OF STANDARD VEHICULAR CONCRETE BAND. LOCATION AND ALIGNMENT TO BE APPROVED BY LANDSCAPE ARCHITECT. COORDINATE INSTALLATION WITH INTERPRETIVE SIGN BUILDERS. 10. SEE CIVIL FOR PROPOSED DRAINAGE FEATURES. 11. TRASH / RECYCLING OWNER FURNISHED CONTRACTOR INSTALLED - N.I.C. 12. MONUMENT SIGN OWNER FURNISHED CONTRACTOR INSTALLED - N.I.C. 13. RELOCATED RIGHT TURN 25MPH SIGN. 14. PROPOSED NEW DIRECTIONAL SIGN. 15. TOURIST INFORMATION DIRECTIONAL SIGN. 16. RELOCATED RIGHT TURN 25MPH SIGN. 17. APPROXIMATE GATEWAY FOOTING LOCATION - GATEWAY AND GATEWAY FOOTINGS, N.I.C, TO BE COORDINATED WITH CCA PLANS. 18. LITHOCRETE WITH LITHOMOSAIC - N.I.C., AGGREGATE BASE IS IN CONTRACT. FINAL JOINTING PATTERN OF LITHOCRETE TO BE SUBMITTED BY CONTRACTOR TO BE APPROVED BY LANDSCAPE ARCHITECT. MATERIALS KEY NOTES X 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH
Materials Plan L4.0120
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_MATL_CCA.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. © 2024, 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:

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
7843

16.96 DMH KEY MAP BJ BJ/GM SS/MM/PG
MATCHLINE SEE SHEET L4.02 MATCHLINE SEE SHEET L4.04

sd sd sd p e e sd sd ss w w_______ LF __"Ø ___ ss ss ss ss CP 310 CP 315 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas ELK CREEK FRED ENDERT MUNICIPAL POOL PLAY STREET T R 3L4.05 1.11 11 1.2 1.210 1.3 MATERIALS LEGEND SYMBOL ITEM CONCRETE PAVING - VEHICULAR (BROOM FINISH) CONCRETE PAVING - VEHICULAR (EXPOSED AGGREGATE FINISH) CONCRETE PAVING - PEDESTRIAN (BROOM FINISH) CONCRETE PAVING - PEDESTRIAN (EXPOSED AGGREGATE FINISH) LITHOMOSAIC PAVING - N.I.C CONCRETE WALL TACTILE WARNING BOLLARDS (STANDARD AND REMOVABLE) DOWELED EXPANSION JOINT (AT STEPS, WALLS, LITHOCRETE, AND NEW PAVING MEET EXISTING PAVING) CONTRACTION JOINT ISOLATION JOINT (SEPARATE POURS) STANDARD REMOVABLE 1. EDGE OF PROPOSED PAVING. VERIFY EXISTING PAVING EDGE. 2. EXISTING CONCRETE PAVING. 3. PROPOSED PAVING TO MATCH FFE OF BUILDING. 4. TRIP PLANNING SIGNS - SEE SHEET F8 FOR INFORMATION ON INSTALL. SIGN STRUCTURE IS IN CONTRACT, PANELS AND CONTENT ARE N.I.C. LOCATION AND ALIGNMENT TO BE APPROVED BY LANDSCAPE ARCHITECT. 5. SEE DETAILS FOR JOINT TYPES AT STAIRS AND WALLS. 6. FIELD VERIFY EXISTING CONDITIONS IN PORTE COCHERE. 7. REDWOOD TREE INTERPRETIVE NODE. SCULPTURAL FEATURES PROVIDED AND INSTALLED BY OTHERS. CONTRACTOR TO PROVIDE FOUNDATION AGGREGATE AND CONCRETE. SEE F4-F5 FOR REFERENCE, FINAL SHOP DRAWINGS TO BE PROVIDED BY SELECTED FABRICATOR. COORDINATE INSTALLATION WITH INTERPRETIVE SIGN BUILDERS. 8. BURDEN BASKET INTERPRETIVE NODE. SCULPTURAL FEATURES PROVIDED AND INSTALLED BY OTHERS. CONTRACTOR TO PROVIDE FOUNDATION AGGREGATE AND CONCRETE. SEE F1-F3 FOR REFERENCE, FINAL SHOP DRAWINGS TO BE PROVIDED BY SELECTED FABRICATOR. COORDINATE INSTALLATION WITH INTERPRETIVE SIGN BUILDERS. 9. TOLOWA WALK ENTRY EXHIBIT BY OTHERS - N.I.C. ALUMINUM BLADES TO BE ALIGNED ON CENTERLINE OF STANDARD VEHICULAR CONCRETE BAND. LOCATION AND ALIGNMENT TO BE APPROVED BY LANDSCAPE ARCHITECT. COORDINATE INSTALLATION WITH INTERPRETIVE SIGN BUILDERS. 10. SEE CIVIL FOR PROPOSED DRAINAGE FEATURES. 11. TRASH / RECYCLING OWNER FURNISHED CONTRACTOR INSTALLED - N.I.C. 12. MONUMENT SIGN OWNER FURNISHED CONTRACTOR INSTALLED - N.I.C. 13. RELOCATED RIGHT TURN 25MPH SIGN. 14. PROPOSED NEW DIRECTIONAL SIGN. 15. TOURIST INFORMATION DIRECTIONAL SIGN. 16. RELOCATED RIGHT TURN 25MPH SIGN. 17. APPROXIMATE GATEWAY FOOTING LOCATION - GATEWAY AND GATEWAY FOOTINGS, N.I.C, TO BE COORDINATED WITH CCA PLANS. 18. LITHOCRETE WITH LITHOMOSAIC - N.I.C., AGGREGATE BASE IS IN CONTRACT. FINAL JOINTING PATTERN OF LITHOCRETE TO BE SUBMITTED BY CONTRACTOR TO BE APPROVED BY LANDSCAPE ARCHITECT. MATERIALS KEY NOTES X CP 309 LIMIT OF WORK 1.2 1.419 19. CANOE INTERPRETIVE NODE. SCULPTURAL FEATURES PROVIDED AND INSTALLED BY OTHERS. CONTRACTOR TO PROVIDE FOUNDATION AGGREGATE AND CONCRETE. SEE F1-F3 FOR REFERENCE, FINAL SHOP DRAWINGS TO BE PROVIDED BY SELECTED FABRICATOR. COORDINATE INSTALLATION WITH INTERPRETIVE SIGN BUILDERS. MATERIALS KEY NOTES X MATERIALS LEGEND SYMBOL ITEM QUARTER MINUS ACCESSIBLE CRUSHED ROCK PATH Materials Plan L4.0423 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_MATL_CCA.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. © 2024, 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:

e e sd sd sd sd sd sd FD FD FD FD SD SD
SD SD SD SD SD SS WW W W W W W TYP 1 3.2 2.7 3.4 4 12 1.1 1.3 1.4 1.5 2.4 3.5 1.8 4.4 4.2 3.2 4.4 4.2 3.3 TYP 4.6 TYP 4.3 3.2 TYP 1.2 TYP 1.2 2.6 1.2 1.2 10 10 4.6 TYP 2.6 1.4 4.2 4.5 1.10 1.9 1.9 1.9 5 5 1.10 3.6 10 1.3 2.2 18 1.3 1.3 sd sd sd LIMIT OF WORK TYP 1 1.1 TYP 1.2 7 1.5 2.2 3.2 9 2.2 1.1 3.3 4.4 2.1 1.4 1.1 2.2 1.3 1.3 1.3 5 1.1 1.5 2.2 1.4 18 18 1.3 sd sd sd CP 310 LIMIT OF WORK 1.1 TYP 1.2 8 4.7 TYP 1.4 2.5 1.2 2.3 2.3 3.1 3.1 2.1 1.5 2.6 1.5 1.3 1.5 MATERIALS LEGEND SYMBOL ITEM CONCRETE PAVING - VEHICULAR (BROOM FINISH) CONCRETE PAVING - VEHICULAR (EXPOSED AGGREGATE FINISH) CONCRETE PAVING - PEDESTRIAN (BROOM FINISH) CONCRETE PAVING - PEDESTRIAN (EXPOSED AGGREGATE FINISH) LITHOMOSAIC PAVING - N.I.C CONCRETE WALL TACTILE WARNING BOLLARDS (STANDARD AND REMOVABLE) DOWELED EXPANSION JOINT (AT STEPS, WALLS, LITHOCRETE, AND NEW PAVING MEET EXISTING PAVING) CONTRACTION JOINT ISOLATION JOINT (SEPARATE POURS) STANDARD REMOVABLE 1. EDGE OF PROPOSED PAVING. VERIFY EXISTING PAVING EDGE. 2. EXISTING CONCRETE PAVING. 3. PROPOSED PAVING TO MATCH FFE OF BUILDING. 4. TRIP PLANNING SIGNS - SEE SHEET F8 FOR INFORMATION ON INSTALL. SIGN STRUCTURE IS IN CONTRACT, PANELS AND CONTENT ARE N.I.C. LOCATION AND ALIGNMENT TO BE APPROVED BY LANDSCAPE ARCHITECT. 5. SEE DETAILS FOR JOINT TYPES AT STAIRS AND WALLS. 6. FIELD VERIFY EXISTING CONDITIONS IN PORTE COCHERE. 7. REDWOOD TREE INTERPRETIVE NODE. SCULPTURAL FEATURES PROVIDED AND INSTALLED BY OTHERS. CONTRACTOR TO PROVIDE FOUNDATION AGGREGATE AND CONCRETE. SEE F4-F5 FOR REFERENCE, FINAL SHOP DRAWINGS TO BE PROVIDED BY SELECTED FABRICATOR. COORDINATE INSTALLATION WITH INTERPRETIVE SIGN BUILDERS. 8. BURDEN BASKET INTERPRETIVE NODE. SCULPTURAL FEATURES PROVIDED AND INSTALLED BY OTHERS. CONTRACTOR TO PROVIDE FOUNDATION AGGREGATE AND CONCRETE. SEE F1-F3 FOR REFERENCE, FINAL SHOP DRAWINGS TO BE PROVIDED BY SELECTED FABRICATOR. COORDINATE INSTALLATION WITH INTERPRETIVE SIGN BUILDERS. 9. TOLOWA WALK ENTRY EXHIBIT BY OTHERS - N.I.C. ALUMINUM BLADES TO BE ALIGNED ON CENTERLINE OF STANDARD VEHICULAR CONCRETE BAND. LOCATION AND ALIGNMENT TO BE APPROVED BY LANDSCAPE ARCHITECT. COORDINATE INSTALLATION WITH INTERPRETIVE SIGN BUILDERS. 10. SEE CIVIL FOR PROPOSED DRAINAGE FEATURES. 11. TRASH / RECYCLING OWNER FURNISHED CONTRACTOR INSTALLED - N.I.C. 12. MONUMENT SIGN OWNER FURNISHED CONTRACTOR INSTALLED - N.I.C. 13. RELOCATED RIGHT TURN 25MPH SIGN. 14. PROPOSED NEW DIRECTIONAL SIGN. 15. TOURIST INFORMATION DIRECTIONAL SIGN. 16. RELOCATED RIGHT TURN 25MPH SIGN. 17. APPROXIMATE GATEWAY FOOTING LOCATION - GATEWAY AND GATEWAY FOOTINGS, N.I.C, TO BE COORDINATED WITH CCA PLANS. 18. LITHOCRETE WITH LITHOMOSAIC - N.I.C., AGGREGATE BASE IS IN CONTRACT. FINAL JOINTING PATTERN OF LITHOCRETE TO BE SUBMITTED BY CONTRACTOR TO BE APPROVED BY LANDSCAPE ARCHITECT. MATERIALS KEY NOTES X Materials Plan
Enlargements L4.0524
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_MATL_CCA.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. © 2024, 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
Clean CA
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
BID SET 05/09/2025 220065 63 NO PARKING 139 LF __"Ø ___ _______ LF __"Ø ___ _______ LF __"Ø ___ _______ LF __"Ø ___ _______ LF __"Ø ___ COAST GAURD MARINES AIR FORCE ARMY NAVY 7843 16.96 DMH KEY MAP BJ BJ/GM SS/MM/PG DISCOVERY CENTER ENTRY 1 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH TOLOWA WALK ENTRY 2 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH BURDEN BASKET INTERPRETIVE NODE 3 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH LAYOUT POINT TABLE POINT # 1234567891011121314151617181920 DESCRIPTION BOLLARD CP DRAIN CP PAVING PT PAVING EP BOLLARD CP PAVING PT PAVING PT PAVING CP CURB EP DRAIN CP PAVING CP PAVING PT PAVING PT PAVING PT PAVING CP PAVING RADIUS CP PAVING EDGE BIKE RACK CP PAVING CP WALL EP NORTHING 2528928.9657 2528921.0679 2528926.6148 2528901.5674 2528936.4426 2528963.0175 2528938.5778 2528933.8940 2528942.3883 2528943.4818 2528947.7945 2528956.1313 2528942.6433 2528934.4707 2528903.8302 2528928.2876 2528923.6547 2528933.1468 2528944.5952 2528964.8480 EASTING 5962878.2222 5962882.0371 5962889.2464 5962870.9727 5962878.8104 5962878.6878 5962890.1876 5962917.4104 5962927.4686 5962926.4554 5962954.7665 5962956.6936 5962957.8432 5962963.8664 5962959.0928 5962969.0064 5962976.9767 5962979.8445 5962969.4331 5962969.5599 LAYOUT POINT TABLE POINT # 2122232425262728293031323334353637383940 DESCRIPTION WALL PT WALL PT WALL PT WALL PT WALL EP HANDRAIL CP HANDRAIL CP HANDRAIL CP WALL EP WALL EP PAVING PT BOLLARD CP PAVING EP PAVING EP PAVING PT PAVING EDGE WALL EP PAVING RADIUS CP WALL EP CURB EP NORTHING 2528996.1486 2528999.4350 2529000.5300 2528998.7756 2528989.6635 2528993.6085 2528998.6843 2529002.6411 2529007.9017 2528997.0636 2529004.3816 2529014.6799 2529007.3784 2529030.2547 2529018.0075 2529015.4665 2528991.1257 2528982.1263 2528997.6215 2529021.8880 EASTING 5963006.8463 5963002.6574 5962995.0333 5962986.9911 5962972.4737 5962968.6439 5962974.9314 5962981.9763 5962980.3596 5962964.3621 5962956.3405 5962964.0942 5962944.3742 5962978.2271 5962976.5540 5962977.5096 5963008.3468 5962986.1489 5962984.2200 5963044.8132 LAYOUT POINT TABLE POINT # 4142434445464748495051525354555657585960 DESCRIPTION PAVING EDGE SIGN CP PAVING PT PAVING PT SIGN CP PAVING EP SIGN CP DRAIN CP PAVING RADIUS CP DRAIN CP PAVING EP WALL EP WALL EP STAIR CL PAVING PT (ELLIPSE) PAVING RADIUS CP PAVING RADIUS CP PAVING PT PAVING RADIUS CP PAVING PT NORTHING 2529029.7526 2529512.6272 2528999.3793 2528991.5365 2528987.4198 2528986.7725 2529030.9828 2529025.9730 2529022.2313 2529002.7718 2528947.9050 2528958.4811 2528969.7142 2529002.8236 2528994.1308 2528938.2649 2528994.9018 2529019.0583 2529013.2290 2529026.1951 EASTING 5963046.4685 5963866.8641 5963040.0991 5963039.1258 5963028.9246 5963031.8320 5962989.6175 5962981.4602 5962987.7861 5962947.1442 5962974.3268 5962990.0728 5963006.6534 5962972.1267 5962978.0160 5962960.4583 5963044.0932 5963062.2639 5963060.8431 5963066.6512 LAYOUT POINT TABLE POINT # 6162636465666768697071727374757677787980 DESCRIPTION PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING EDGE PAVING EP PAVING PT PAVING PT PAVING EDGE WALL EP PAVING EDGE PAVING EDGE PAVING PT PAVING RADIUS CP PAVING PT PAVING EDGE PAVING PT PAVING PT PAVING PT NORTHING 2529030.5272 2529020.2865 2529034.7062 2529048.9305 2529067.3594 2529072.8150 2529064.1700 2529059.8208 2529048.0186 2529010.6189 2529002.9275 2528982.6942 2528982.5146 2528971.4725 2528729.8553 2528979.1452 2528969.9109 2528957.1154 2528951.3424 2528940.6303 EASTING 5963064.7878 5963083.6397 5963112.4263 5963116.3305 5963129.9465 5963137.9040 5963143.8310 5963137.4873 5963128.6383 5963120.2568 5963098.7337 5963106.7339 5963118.7591 5963119.2598 5963072.2723 5963144.6417 5963141.9756 5963127.6781 5963121.7703 5963123.9702 LAYOUT POINT TABLE POINT # 81828384858687888990919293949596979899 100 DESCRIPTION PAVING PT PAVING EP PAVING PT PAVING PT PAVING EP PAVING EP BOLLARD CP PAVING PT PAVING RADIUS CP PAVING EP PAVING EP PAVING EP PAVING PT DRINKING FOUNTAIN CP PAVING EP PAVING EP BOLLARD CP PAVING EDGE ALIGNMENT BP PAVING EP NORTHING 2528932.1551 2528910.1194 2528911.4698 2528923.3313 2528908.6290 2529033.7683 2529032.0641 2529070.0815 2529071.5304 2529081.1046 2529099.2294 2529076.3002 2529068.0960 2528996.1949 2529000.9001 2528995.7677 2529078.4344 2529075.2952 2528832.2100 2528813.8618 EASTING 5963113.7154 5963113.9727 5963114.2547 5963124.1787 5963121.1080 5963052.8461 5963049.4893 5963065.6640 5963056.2752 5963053.4760 5963080.2975 5963095.7921 5963077.4997 5962933.0389 5962934.7875 5962927.1924 5963076.4922 5963081.6137 5963058.9758 5963073.6145 LAYOUT POINT TABLE POINT # 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 DESCRIPTION PAVING EP PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING PT PAVING EP PAVING EP BOLLARD CP PAVING EP NORTHING 2528812.3144 2528782.8459 2528811.4621 2528800.4319 2528778.2364 2528776.0964 2528772.0164 2528772.6951 2528746.7791 2528740.7228 2528739.3271 2528745.5111 2528734.7640 2528734.2070 2528727.9225 2528730.1860 2528702.9164 2528708.4750 2528723.2367 2528688.3599 EASTING 5963081.1879 5963068.9987 5963081.0131 5963067.3132 5963066.0611 5963066.7267 5963062.5891 5963064.5417 5963053.3380 5963057.3946 5963065.8364 5963071.4930 5963056.6529 5963060.0219 5963066.5536 5963050.8499 5963052.3706 5963039.2206 5963044.5795 5963067.9188 LAYOUT POINT TABLE POINT # 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 DESCRIPTION CURB PT CURB RADIUS CP CURB EP CURB RADIUS CP CURB PT CURB RADIUS CP BOLLARD CP BOLLARD CP BOLLARD CP BOLLARD CP PAVING EP PAVING EP PAVING EDGE BOLLARD CP BOLLARD CP PAVING PT WALL EP SIGN CP WALL EP PAVING EDGE NORTHING 2528676.1877 2528677.0139 2528674.0544 2528659.4152 2528710.1604 2528715.6599 2528940.5556 2528941.7731 2528948.6176 2528963.3871 2528997.5859 2528992.4497 2529021.9757 2528995.8982 2529009.8266 2529032.6730 2529003.7721 2529402.3792 2528989.6295 2529020.7774 EASTING 5963074.1305 5963076.4901 5963077.5044 5963026.2323 5963025.5355 5963025.4600 5962890.3623 5962916.0250 5962938.8623 5962963.8378 5962937.0271 5962929.4346 5963043.6828 5963011.8253 5963030.7797 5963052.2020 5963097.4644 5963722.3475 5963099.3366 5963101.3987 LAYOUT POINT TABLE POINT # 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 DESCRIPTION PAVING RADIUS CP EXPOSED AGGREGATE CP PAVING RADIUS CP PAVING RADIUS CP PAVING RADIUS CP PAVING RADIUS CP (ELLIPSE) PAVING RADIUS CP (ELLIPSE) PAVING RADIUS CP (ELLIPSE) PAVING RADIUS CP (ELLIPSE) PAVING PT (ELLIPSE) PAVING PT (ELLIPSE) PAVING PT (ELLIPSE) PAVING PT (ELLIPSE) WALL EDGE PAVING RADIUS CP PAVING EP PAVING EP PAVING RADIUS CP PAVING RADIUS CP DRAIN CP NORTHING 2529039.5535 2528959.3162 2528972.3122 2528952.2132 2529029.0940 2528958.5634 2528972.0971 2528982.3163 2528991.2553 2528991.0397 2528983.5531 2528976.7348 2528970.1219 2528990.6768 2528914.6263 2528909.3794 2528901.8868 2528953.1286 2529066.2407 2529074.2506 EASTING 5963091.9933 5963115.5978 5963130.7291 5963126.6939 5963067.4234 5963002.1125 5962997.0233 5962996.3081 5962999.6235 5963008.3451 5963006.5350 5963001.9235 5962994.2818 5962971.3629 5962888.3225 5962880.4535 5962880.7349 5962889.9451 5963089.1022 5963085.5802 LAYOUT POINT TABLE POINT # 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 DESCRIPTION PAVING RADIUS CP DRAIN CP PAVING EP PAVING EP DRAIN CP PAVING EP PAVEMENT STRIPING EDGE CURB RAMP EDGE CURB RAMP EDGE TACTILE WARNING CP TACTILE WARNING CP PAVING RADIUS CP EXPOSED AGGREGATE CP CURB RAMP EDGE SIGN CP DRAIN CP DRAIN CP PAVING EDGE DRAIN CP ALIGNMENT BP NORTHING 2528995.5165 2528949.1852 2528724.4535 2528724.7619 2528718.6764 2528720.7662 2528671.2751 2528715.8582 2528716.2086 2528710.0736 2528688.5388 2528729.8310 2528739.4542 2528694.3498 2529404.4850 2528988.4850 2528997.1896 2529013.9707 2528989.5326 2529018.8124 EASTING 5962948.2529 5963015.5616 5963011.5548 5963019.0255 5963017.3354 5963019.2134 5963062.8300 5963044.7718 5963050.7616 5963045.2583 5963070.4136 5963055.8373 5963046.6721 5963068.4371 5963671.4892 5962972.4682 5962985.3165 5963053.8530 5963075.1170 5962961.2945 LAYOUT POINT TABLE POINT # 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 201 DESCRIPTION ALIGNMENT BP ALIGNMENT BP ALIGNMENT BP ALIGNMENT BP ALIGNMENT BP ALIGNMENT BP ALIGNMENT BP ALIGNMENT BP ALIGNMENT BP ALIGNMENT BP PAVING CP PAVING CP PAVING EP PAVING EP PAVING EP PAVING EP ALIGNMENT EP PAVING EDGE PAVING EDGE PAVING EDGE NORTHING 2528934.5994 2528953.4503 2528998.4798 2528937.9908 2529006.1352 2529068.4925 2528961.6235 2528705.6877 2528739.5887 2528777.5266 2528735.6773 2528975.9950 2529102.5269 2529094.4796 2529059.4805 2529073.6630 2528349.4502 2528349.3050 2528349.5784 2528313.1451 EASTING 5962875.6627 5962963.4338 5963029.5902 5962973.9075 5962969.8832 5963140.8675 5963122.4827 5963045.8261 5963045.8629 5963058.7281 5963076.1936 5963138.2276 5963180.8073 5963186.5819 5963116.8789 5963137.2730 5963079.5527 5963073.5510 5963084.8527 5963085.7857 LAYOUT POINT TABLE POINT # 202 203 204 205 206 207 208 209 210 211 212 213 DESCRIPTION PAVING EDGE PAVING PT PAVING CP PAVING PT PAVING PT PAVING PT PAVING EDGE PAVING PT PAVING EDGE PAVING EDGE ALIGNMENT BP PAVING EDGE NORTHING 2528265.8775 2528262.4174 2528271.8972 2528273.4453 2528271.0514 2528257.5170 2528266.8640 2528278.3252 2528229.4583 2528201.8491 2528198.9686 2528197.1432 EASTING 5963072.4053 5963069.7156 5963075.7024 5963085.5543 5963069.8358 5963064.6671 5963072.5693 5963063.3251 5963085.0719 5963065.5437 5963070.8072 5963074.1427 Layout Schedule L5.0025
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_LAYO_CCA.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. © 2024, 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:

FD SD SD
SD
SD
SD
SD
SD
SD
SS
SS
W
W

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

GAS GAS GAS

JT (OH) JT (OH) JT STOP PED
XING
XING
PED
W W
W
W
W
W
W

W NO PARKING NO PARKING
W
W

PED EXIT ONLY

EXIT ONLY STOP
W
W
W
W
W
W W

K STREET FRONT STREET

ELK CREEK REDWOOD DISCOVERY CENTER

PLAY STREET

T R LIMIT OF WORK LIMIT OF WORK
4 5
1 6
3 7
8 14 15 16 1718
2L5.05
1L5.05
R=5.10' 59 80 81 8283 84 85 86
R=2.00' 87 88 8990 91 92 93 9798 99
C1
C2
C3
C4
C5
C7
C8
C19 L1
L2
L3
L4 L5
L6
L7 L19
R=12.00'
R=14.50'127128 18.96' 136
R=9.50'

27.67' 8.00'

10.48' 3.73'

4.00' TYP

7.50'

7.50' 11.00'

4.00' 40.86'
R=40.00'
R=45.00'

12.00'

8.00'

12.00'
2 -0+00 1+00
2+00
2+81.66
-0+00
0+41.98 0+55.31
0+00 -0+00
1+00
1+54.39
0+00 0+47.71 0+00
1+00
1+68.77
0+00 0+30.25
-0+00
0+29.88 BP: -0+00.00 EP: 2+81.66 PC: 1+66.30 PT: 0+88.36 MID: 0+44.18 MID: 2+23.98 BP: 0+00.00 EP: 0+32.26 BP: -0+00.00 EP: 0+41.98 MID: 0+20.99 BP: 0+00.00 EP: 0+55.31 BP: -0+00.00 EP: 1+54.39 MID: 0+77.20 BP: 0+00.00 EP: 0+47.71 BP: 0+00.00 EP: 1+68.77 PC: 0+08.33 PT: 1+60.59 PCC: 0+28.19 PRC: 1+41.44 MID: 0+18.26 MID: 0+84.82 MID: 1+51.01 BP: 0+00.00 BP: -0+00.00 EP: 0+29.88 MID: 0+14.94 1+14.83 EP: 1+14.83 0+32.26 0+00

7.00' 8.00'

9.82'

10.00' 181 184
R=11.75'32.37'

7.29'

26.00' 193 194 195 196

9.90' 24.84'
11 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 0+00 20'-0" LEGENDSYMBOL ITEM LINEAR DIMENSION RADIUS DIMENSION POINT PATH CENTERLINE AND STATION XXX R=5'-0" 1. LOCATION OF ART AND INTERPRETIVE ELEMENTS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE. FINAL SHOP DRAWINGS AND STRUCTURAL PLANS TO BE PROVIDED BY SELECTED FABRICATOR. LAYOUT KEY NOTES X 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH
Layout Plan L5.0227
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_LAYO_CCA.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. © 2024, 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:

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
7843

16.96 DMH KEY MAP BJ BJ/GM SS/MM/PG
MATCHLINE SEE SHEET L5.02 MATCHLINE SEE SHEET L5.04
sd sd sd p e e sd sd ss w w_______ LF __"Ø ___ ss ss ss ss CP 310 CP 315 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas ELK CREEK FRED ENDERT MUNICIPAL POOL PLAY STREET T R 3L5.05 121 122 123 124 125R=50.75' R=5.50' 126 R=2.50' 163 164 165 166 167 4.00' 7.50' 1 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 0+00 20'-0" LEGENDSYMBOL ITEM LINEAR DIMENSION RADIUS DIMENSION POINT PATH CENTERLINE AND STATION XXX R=5'-0" 1. LOCATION OF ART AND INTERPRETIVE ELEMENTS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE. FINAL SHOP DRAWINGS AND STRUCTURAL PLANS TO BE PROVIDED BY SELECTED FABRICATOR. LAYOUT KEY NOTES X CP 309 LIMIT OF WORK 0+00 1+00 1+60.03 BP: 0+00.00 MID: 0+20.42 PRC: 0+40.85 MID: 0+76.31 PRC: 1+11.77 MID: 1+34.32 PT: 1+56.86 EP: 1+60.03 L20 C31 C30 C29 197 198 199 201 202 203 R=11.00' R=4.00' 204 R=7.95' R=9.97' 205 206 207 208209 210 211 212 213 1 R=5.97' 4.00' Layout Plan L5.0530 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_LAYO_CCA.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. © 2024, 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:

FD SD SD
SD
SD
SD
SD
SD
SS
WW
W
W
W
W
W
9 10 1112 13 19 20 21
R=113.00' 22 24 23 2526 27 28 30 29 31 32 33 34 3536 37 38 39 40 41 43 44 5.33' OC 4546 47 R=12.00' 4849R=8.72' R=8.72' R=18.26'
R=28.50'
R=42.96' 50 51 52 53 54 55
R=6.00'
R=6.00' 56 57 8.00' 94 96 95
C4 L1
L3 129 130 131 132 133 134

2.00' 135

21.78' 13.00' DIA
R=113.00'
R=12.00' 0.83' 147 148 149 150 151 152 153

4.33' 154

4.00' 161

4.00'

6.00' 6.00' 176 177 178 1+00
2+00 0+55.31
0+00 -0+00
0+00 PC: 1+66.30 PT: 0+88.36 BP: 0+00.00BP: 0+00.00 EP: 0+55.31 BP: -0+00.00 MID: 0+77.20 BP: 0+00.00 0+00 180 182 183 185

13.00'

4.00' sd sd sd
LIMIT OF WORK 58 60 61 62 63 64 65 666768 69 70 71 72 7374 76 77 78 79 C5
C7
C19 L5
R=6.00' 137
R=15.50' 139

10.00' DIA 140
R=21.00' 141 142

28.00' DIA

0.83'
R=11.50' 143 144 145R=3.00'

8.00'

12.00'

12.00'
R=23.00'
R=35.00'
1+00
1+54.39 0+00
1+00
-0+00
0+29.88 EP: 1+54.39 BP: 0+00.00 PC: 0+08.33 PCC: 0+28.19 MID: 0+18.26 MID: 0+84.82 BP: -0+00.00 EP: 0+29.88 MID: 0+14.94

8.36' 186 187 192 R=7.15' 1
1 sd
sd
sd CP 310
LIMIT OF WORK 75 100 101
C11
C12 C13
C20
C21
C22
C23
C24
L9
L10
L13
L14 103 104 105106 107 108 109 110 111 112 113 114 115 116 117 118 119 L19
C27
C28 120 168 169 170 171
R=5.00' R=5.00'
R=5.00'
R=1.50' 172 173 174

12.00'

4.00'

6.00' 102
R=80.00'
R=28.00'
0+30.25 0+48.04
0+00
0+00 0+71.67 EP: 0+30.25 BP: 0+00.00 EP: 0+71.67 PC: 0+14.42 PC: 0+57.96 PT: 0+52.17 PCC: 0+25.74 PCC: 0+66.10 PRC: 0+40.41 MID: 0+20.08 MID: 0+33.08 MID: 0+46.29 MID: 0+62.03 MID: 0+68.88 1+14.83 0+00 1+00 BP: 0+00.00 EP: 1+14.83 PT: 1+13.66 PRC: 0+91.19 MID: 0+45.59 MID: 1+02.43 188 189 190 191 R=8.00'
R=5.00'
R=2.00'
R=5.00' 1 BP: 0+00.00 EP: 0+48.04 PC: 0+09.76 PC: 0+24.48 PT: 0+19.44 PRC: 0+33.53 MID: 0+14.60 MID: 0+29.01 MID: 0+40.79 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 0+00 20'-0" LEGENDSYMBOL ITEM LINEAR DIMENSION RADIUS DIMENSION POINT PATH CENTERLINE AND STATION XXX R=5'-0" 1. LOCATION OF ART AND INTERPRETIVE ELEMENTS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE. FINAL SHOP DRAWINGS AND STRUCTURAL PLANS TO BE PROVIDED BY SELECTED FABRICATOR. LAYOUT KEY NOTES X
Layout Plan
Enlargements L5.0631
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_LAYO_CCA.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. © 2024, 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:

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
7843

16.96 DMH KEY MAP BJ BJ/GM SS/MM/PG DISCOVERY CENTER ENTRY 1 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH TOLOWA WALK ENTRY 2 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH BURDEN BASKET INTERPRETIVE NODE 3 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH DISCOVERY CENTER ENTRY 1 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH TOLOWA WALK ENTRY 2 0' 5' 10' 20' SCALE: 1" = 10'-0" NORTH CP 34 CP 40
e
e
e sd sd sd sd sd sd
ss ss ss ss
e
e
sd
sd
sd
sd
e
e
ss
WATER
_______ LF __"Ø ___ sd sd
e
e CP 311 CP 315 CP 319 CP 320 CP 321
gas
gas
FD

FD SD SD
SD
SD
SD
SD
SD
SD
SS
SS
W
W

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

GAS GAS GAS

JT (OH) JT (OH) JT STOP PED
XING
XING
PED
W W
W
W
W
W
W

W NO PARKING NO PARKING
W
W
PED

EXIT ONLY STOP
W
W
W
W
W
W W

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

GAS GAS GAS

JT (OH) JT (OH) JT STOP PED
XING
XING
PED
W W
W
W
W
W
W

W NO PARKING NO PARKING
W
W

PED EXIT ONLY

EXIT ONLY STOP
W
W
W
W
W
W W

K STREET FRONT STREET

ELK CREEK REDWOOD DISCOVERY CENTER

PLAY STREET

T R LIMIT OF WORK LIMIT OF WORK
GB
GB
GB
GB GB
GB GB
GB
GB
GB
GB
GB

4.5%

1.5%

2.0%

1.5%

4.2% 1.5% 1.5%

1.0%

4.0% EG 14.170 EG 14.129 EG 11.831 DRAIN - SEE CIVIL

1.1%

1.34%

1.1%
2L6.05

1.5%

1.5%
GB EG 12.124 EG 11.767 EG 11.399 EG 11.640 EG 11.859 EG 11.704 EG 11.628 1L6.05 EG 10.664 EG 10.599
GB
GB 1.58% DRAIN - SEE CIVIL
GB GB GB GB GB GB GB 0.1% FS 11.740 FS 11.726 FS 11.636 FS 11.786 EG 12.250 EG 11.565 EG 11.602 2.0% GB GB GB GB
GB

GB GB GB GB GB GB GB GB
GB GB EG 13.117 EG 12.742

GB GB GB GB

GB GB GB GB
GB

0.57%

0.54% FS 12.261 FS 12.081 FS 13.824FS 14.045
2 3
3 3
3 35
5 5
1 3 RIM 15.292 FS 15.786 FS 15.719 FS 15.800 FS 15.800 FS 15.680 FS 15.681 FS 15.791 FFE 15.8 6 13
14 15
11 12
13 12
12 13
13 11
12 13
14 15
12 13
14 15
14 15 13
12 13
14 12
12 13
13 14 FS 15.661 FS 15.674 FS 15.719 FS 15.694 FS XXX.XX TW XXX.XX BW XXX.XX 205 203 205 SYMBOL GRADING AND DRAINAGE LEGEND 203 GRADE BREAK SPOT ELEVATION SPOT ELEVATION (DOUBLE) PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR SURFACE SLOPE PERCENTAGE AREA DRAIN - SEE CIVIL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR ITEM GB GB GB GB GB XX% 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. GENERAL GRADING NOTES 1. FRONT STREET IMPROVEMENTS BY OTHERS (N.I.C). 2. SEE ARCHITECTURE FOR DISCOVERY CENTER IMPROVEMENTS. 3. PROPOSED PAVING TO BE FLUSH WITH EXISTING PAVING. 4. FINISHED GRADE AT DOOR TO BE FLUSH WITH DOOR THRESHOLD. FIELD VERIFY. 5. GRADING SUBJECT TO CHANGE BASED ON RIGHT OF WAY LIMITS AND EXISTING CONDITIONS AT TIME OF CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IF EXISTING GRADING CONDITIONS IN THE FIELD DO NOT MATCH SPOT ELEVATIONS SHOWN ON PLANS. 6. CHALLENGING CROSS-GRADE CONDITION BASED ON SURVEY DATA. FINAL GRADING AND EXTENT OF PROPOSED PAVING TO BE RESOLVED IN THE FIELD. VERIFY EXISTING CONDITIONS AND NOTIFY LANDSCAPE ARCHITECT BEFORE PROCEEDING. GRADING KEY NOTES # 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH
Grading Plan L6.0132
G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_GRAD_CCA.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. © 2024, 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:

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
7843

16.96 DMH KEY MAP BJ BJ/GM SS/MM/PG
MATCHLINE SEE SHEET L6.02 MATCHLINE SEE SHEET L6.04
sd
sd
sd p e e sd sd ss w w_______ LF __"Ø ___
ss
ss
ss
ss CP 310 CP 315 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ gas gas ELK CREEK FRED ENDERT MUNICIPAL POOL PLAY STREET T R GB GB

4.0%
GB DRAIN - SEE CIVIL GB GB FS 10.948 FS 10.869 EG 10.908 3L6.05 TC 11.472 EG 10.828 EG 11.022 EG 11.017 EG 10.952 3 11 1213
14 FS XXX.XX TW XXX.XX BW XXX.XX 205 203 205 SYMBOL GRADING AND DRAINAGE LEGEND 203 GRADE BREAK SPOT ELEVATION SPOT ELEVATION (DOUBLE) PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR SURFACE SLOPE PERCENTAGE AREA DRAIN - SEE CIVIL EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR ITEM GB GB GB GB GB XX% 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. GENERAL GRADING NOTES 1. FRONT STREET IMPROVEMENTS BY OTHERS (N.I.C). 2. SEE ARCHITECTURE FOR DISCOVERY CENTER IMPROVEMENTS. 3. PROPOSED PAVING TO BE FLUSH WITH EXISTING PAVING. 4. FINISHED GRADE AT DOOR TO BE FLUSH WITH DOOR THRESHOLD. FIELD VERIFY. 5. GRADING SUBJECT TO CHANGE BASED ON RIGHT OF WAY LIMITS AND EXISTING CONDITIONS AT TIME OF CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IF EXISTING GRADING CONDITIONS IN THE FIELD DO NOT MATCH SPOT ELEVATIONS SHOWN ON PLANS. 6. CHALLENGING CROSS-GRADE CONDITION BASED ON SURVEY DATA. FINAL GRADING AND EXTENT OF PROPOSED PAVING TO BE RESOLVED IN THE FIELD. VERIFY EXISTING CONDITIONS AND NOTIFY LANDSCAPE ARCHITECT BEFORE PROCEEDING. 7. LOW POINT GRADING CONDITION TO BE RESOLVED IN THE FIELD. GRADING KEY NOTES # CP 309 LIMIT OF WORK EG 16.143 EG 14.211 EG 13.874 GB GB 6 GB GB GB GB 1.4% FS 15.340 FS 15.720 FS 15.303 FS 14.620 FS 15.280 FS 15.280 FS 15.280 FS 15.228 FS 14.841 FS 14.714 FS 15.810 FS 15.677 15 16 1.5% 6 FS 15.376 FS 15.515 2% 1.7% 0.85% 1% 1% 1% FS 15.409 FS 15.240 EG 15.772 GB GB GB GB FS 15.600 0.75% 1.6% 0.75% GB0.75% 1% FS 15.280 FS 15.260 FS 15.240 FS 15.240 1.75% 6 14 0.8%
1%

0.75% 7 1.4%

1.25%FS 15.665
Grading Plan L6.0435 0' 10' 20' 40' SCALE: 1" = 20'-0" NORTH G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_GRAD_CCA.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 THEPRIOR WRITTEN PERMISSION OF GREENWORKS, P.C.

Sheet Title: Beachfront Park
Clean CA
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
BID SET 05/09/2025 220065 63 BJ BJ/GM SS/MM/PG
Site Details L9.0148 CONCRETE PAVING WITH FLY ASH MIX - SEE SPECIFICATIONS AGGREGATE BASE 6" 6" COMPACTED SUBGRADE CONCRETE PAVING - VEHICULAR 1 SECTION 0" 1" 2" 4" SCALE: 3" = 1'-0" 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 AGGREGATE BASE 4" 6" COMPACTED SUBGRADE CONCRETE PAVING - PEDESTRIAN 2 SECTION 0" 1" 2" 4" SCALE: 3" = 1'-0" 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. 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 5 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 @ 18" 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 3 SECTION FS EDGE CONDITION VARIES DEFINE PER PROJECT 1/4" OR 1/8" OR IN SPECS

DEPTH ( D )
D / 4 GROOVED JOINT CONCRETE PAVINGNOT TO SCALE CONTRACTION JOINT 4 SECTION R=1/4" TYP NOT TO SCALE DETAL NOT USED 7 THICKENED EDGE - TYPE 1 6 SECTION 0" 1" 2" 4" SCALE: 3" = 1'-0" 8" R=1/4" 4" 6" 4"6" CONCRETE PAVING - DEPTH VARIES, SEE PLANS CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE FS CONDITION VARIES - SEE PLANS 1" #4 CONT HORIZ REBAR MONUMENT SIGN FOOTING 8 SECTION 0" 6" 12" 24" SCALE: 1/2" = 1'-0" 2'-0" 1'-6"3" EMBEDDED POST 18" X 24" CONCRETE FOOTING - VERIFY WITH SOIL CONDITIONS FG CRUSHED SURFACING BASE COURSE - TYP6" XX MONUMENT / SIGN OWNER FURNISHED, CONTRACTOR INSTALLED - NIC 6" CONTRACTOR TO VERIFY OC SPACING OF POSTS WITH OWNER'S REPRESENTATIVE ℄ ℄ AGGREGATE BASE 6" 6" COMPACTED SUBGRADE CONCRETE PAVING EDGE CONDITION 9 SECTION 0" 1" 2" 4" SCALE: 3" = 1'-0" FS 2L9.01 CONCRETE PAVING - PEDESTRIAN 4" 1L9.01 CONCRETE PAVING - VEHICULAR NOTE: CONCRETE FINISH VARIES. SEE PLANS AND SPECIFICATIONS. 4" 4" 5L9.01 ISOLATION JOINT G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_DETL_CCA.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. © 2024, 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
Clean CA
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
BID SET 05/09/2025 220065 63 BJ BJ/GM SS/MM/PG
Site Details L9.0249 SANDBLASTED STENCIL 3 PLAN 0' 1' 2' 4' SCALE: 1/4" = 1'-0" NOTES: 1. STENCILS TO BE PLACED PARALLEL TO ONE ANOTHER. 2. STENCILS TO BE PLACED ON THE CENTERLINE OF THE INTERSECTING PATH - TYP. 3. EXPOSED AGGREGATE PAVING THICKNESS VARIES, SEE PLANS. ℄ ℄ 1'-6" TYP
R= VARIES 4'-0" TYP 1L9.01 CONCRETE PAVING - VEHICULAR
3'-6" OC TYP CONTRACTION JOINT R=VARIES 1'-0" TYP PLAN "A" - CONDITION 1 PLAN "B" - CONDITION 2 EDGE CONDITION VARIES, SEE PLANS SEE NOTE 2 EXPOSED AGGREGATE. STENCIL AND SANDBLAST, SEE SPECS. SEE NOTE 3. TYPICAL PAVING SQUARE OFF 1 PLAN 0" 6" 12" 24" SCALE: 1/2" = 1'-0" 6" MIN EXISTING CONCRETE PAVING PROPOSED CONCRETE PAVING - TYPE VARIES, SEE PLANS CONDITION VARIES (LAWN OR CONTAINER PLANTING), SEE PLANS SEE NOTE 1 & 2 NOTES: 1. PAVING SQUARE OFF APPLIES TO CONDITIONS WHERE PAVING RADIUS IS TANGENTIAL TO EXISTING CONCRETE PAVING. 2. PAVING RADIUS VARIES, SEE PLANS. CAST-IN-PLACE TACTILE WARNING TILE 48" 24" 1.60" MIN. - 2.40" MAX. TYP. PLAN "A" B. PLAN ENLARGEMENT SECTION ENLARGEMENT "B" CAST-IN-PLACE TACTILE WARNING TILE TRUNCATED DOME - TYPICAL 0.9" MIN. - 1.40" MAX.

0.2" TRUNCATED DOME - TYP 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. NOT TO SCALE TACTILE WARNING TILES 5 PLAN NOT TO SCALE MOW CURB 6 SECTION 1/2"
6" 6"
1" R=1/4" TYP FG TC COMPACTED SUBGRADE CONCRETE MOW CURB #4 REBAR - CONTINUOUS HORIZONTAL CENTERED IN CURB NOTES: 1. PROVIDE DOWELED EXPANSION JOINTS WITH SEALANT AT 40' OC MIN. 2. PROVIDE CONTRACTION JOINTS TRANSVERSELY AT 12' OC MIN (EQUALLY SPACED). FINISH GRADE IN LAWN FINISH GRADE IN SHRUB/GROUNDCOVER AREA BARK MULCH FG NOT TO SCALE PAVEMENT STRIPING 2 PLAN WHITE MARKING TO INDICATE SHARED LANE FOR BICYCLES AND MOTOR VEHICLES. 6'-0" 9'-4" 3'- 4" 4" NOTE: SEE SPECIFICATIONS. X 4" LITHOMOSAIC PAVING EDGE CONDITION 4 SECTION 0" 1" 2" 4" SCALE: 3" = 1'-0" FS NOTES: 1. CONCRETE FINISH VARIES. SEE PLANS AND SPECIFICATIONS. 2. CONCRETE THICKNESS VARIES. SEE PLANS AND SPECIFICATIONS. 3. INSTALLATION OF DOWELED EXPANSION JOINTS AT CONCRETE - LITHOCRETE EDGE CONDITION WILL REQUIRE COORDINATION WITH LITHOCRETE INSTALLER. 4. AGGREGATE BASE IS IN CONTRACT, LITHOCRETE WITH LITHOMOSAIC IS N.I.C. ℄ AGGREGATE BASE (SEE NOTE 4). COMPACTED SUBGRADE LITHOCRETE WITH LITHOMOSAIC (TILE MOSAIC) - N.I.C. FINAL SHOP DRAWINGS TO BE PROVIDED BY SELECTED FABRICATOR 3L9.01 DOWELED EXPANSION JOINT SEE NOTES 1 & 2 SEE NOTE 3 NOT TO SCALE CONCRETE CURB - RAISED TYPE 1 7 SECTION NOTE: PROVIDE CONTRACTION JOINTS TRANSVERSELY ALONG CONCRETE EDGE RESTRAINT A MINIMUM OF 12' AND ISOLATION JOINTS A MINIMUM OF 40'. 6" TC FS 6" MAX
1"
6" FG 4" EXISTING AC PAVING
6"CIP CONCRETE CURB - COLD JOINT (2) #4 CONT LONGITUDINAL REBAR AGGREGATE BASE 1/4" RADIUS EDGE - TYP COMPACTED SUBGRADE PLANTING SOIL G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_DETL_CCA.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. © 2024, 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
Clean CA
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
BID SET 05/09/2025 220065 63 BJ BJ/GM SS/MM/PG
Site Details L9.0350
1'-0" #4 VERT REBAR - 1" MIN CLR FROM DOWEL - TYP 1/2" THICK FULL-DEPTH JOINT FILLER WITH BACKER ROD AND JOINT SEALANT #4 HORIZ REBAR - 3" MIN CLEAR FROM JOINT FILLER AND 1/2" CLEAR FROM DOWEL - TYP 1/2" DIA X 18" SMOOTH EPOXY COATED JOINT DOWEL BAR @ 12" OC CENTERED IN EXPANSION JOINT BOND BREAK ONE SIDE OF DOWEL W/ GREASE OR SLEEVE 1/2" CHAMFER - TYP NOTE: PROVIDE DOWELED WALL EXPANSION JOINTS ALONG WALL SECTIONS AT A MAXIMUM OF EVERY 50' AND AT WALL DIRECTIONAL CHANGES. WALL EXPANSION JOINT - DOWELED 6 PLAN / SECTION 0" 2" 4" 8" SCALE: 1 1/2" = 1'-0" 3" CLR TYP TW 1/2" CHAMFER - TYP 1/2" 1/2" 1/2" A. END ELEVATION TW3-WAY 1/2" CHAMFER CONDITION - TYP UNLESS NOTES OTHERWISE TW 1/2" 1/2" THICK JOINT FILLER (COMPRESSIBLE FILLER) MATERIAL - TO BOTTOM AND FULL DEPTH OF WALL BACKER ROD JOINT SEALANT - 1/2" MIN TO 1" THICK B. WALL REVEAL / CONTRACTION JOINT ELEVATION C. WALL DOWELED EXPANSION JOINT SECTION / ELEVATION 1/2" DEEP JOINT - TYP REVEAL - MATCH WALL REVEAL / CONTRACTION JOINT ELEVATION DETAIL NOT TO SCALE CONCRETE WALL JOINTS / REVEALS 5 ELEVATION / SECTION 6L9.03 WALL EXPANSION JOINT - DOWELED NOT TO SCALE CONCRETE SEATWALL 4 SECTION / ELEVATION 4" 1'-6" 4" TW FS 6" VARIES 1'-6" MIN FG NOTES: 1. DETAIL INDICATES CONCRETE PAVING CONDITION. MATERIAL VARIES, SEE PLANS. 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 5L9.01 ISOLATION JOINT CONCRETE TYPE VARIES - SEE PLANS AND NOTE THIS DETAIL REVEAL - BEYOND FS VARIES VARIES - SEE PLANS 4L9.05 SKATE DETERRENT TW 5L9.03 CONCRETE WALL JOINTS/ REVEALS 4L9.05 SKATE DETERRENT B SECTION "A" ELEVATION "B" A A 1/2" CHAMFER EDGE CONDITION VARIES - SEE CIVIL FOR FRENCH DRAIN LOCATION AT EDGE OF WALL 12" MIN 18" MAX 24" MIN 36" MAX EQ EQ 2L9.05 RECESSED LIGHTING EQ EQ ℄ ℄ ℄ 6" ℄ 6" NOTE: PROVIDE CONTRACTION JOINTS TRANSVERSELY ALONG CONCRETE EDGE RESTRAINT A MINIMUM OF 12' AND ISOLATION JOINTS A MINIMUM OF 40'. CIP CONCRETE CURB - COLD JOINT (2) #4 CONT LONGITUDINAL REBAR AGGREGATE BASE 1/4" RADIUS EDGE - TYP COMPACTED SUBGRADE PLANTING SOIL 4" NOT TO SCALE CONCRETE CURB - RAISED TYPE 2 1 SECTION TC FS 6" MAX
0" MIN
1"
6" FG6" CONCRETE TYPE VARIES - SEE PLANS 2L9.03 CONCRETE CURB TRANSITION CONCRETE SEATWALL LAYOUT 7 PLAN 0' 1' 2' 4' SCALE: 1/4" = 1'-0" NOTES: 1. SKATE DETERRENTS SHALL BE SPACED EVENLY 24 TO 36" ON CENTER AND 12" MIN AND 18" MAX FROM END OF WALLS. DO NOT APPLY AT JOINTS. OWNER'S REPRESENTATIVE TO APPROVE FINAL LAYOUT BEFORE INSTALL. 2. REVEALS TO BE SPACED EVENLY OC BETWEEN SKATE DETERRENTS. 3. RECESSED STEP LIGHTS TO BE SPACES EVENLY OC BETWEEN SKATE DETERRENTS. 4. ARC RADIUS VARIES. SEE PLANS. CPCP ℄ ℄ ℄ 4L9.03 CONCRETE SEATWALL 5L9.03 CONCRETE SEATWALL JOINTS/ REVEALS - TYP 4L9.05 SKATE DETERRENT - TYP 2L9.05 RECESSED LIGHTING CP BEYOND 1" CHAMFER CONDITION 1/2" CHAMFER CONDITION - TYP 3'-0" 1V:12H MAX. GUTTER RAMP LANDING 2'-0" 10" 6"COMPACATED SUBGRADE AGGREGATE BASE 24" MIN. 5% MAX. NOTES: 1. MAXIMUM 11% ALGEBRAIC DIFFERENCE ALLOWED FROM GUTTER SLOPE THROUGH RAMP SLOPE GRADIENTS. UTILIZATION OF MAX GRADES AS INDICATED WILL EXCEED 11% REQUIREMENT. PROVIDE 24" LEVEL TRANSITION AT RAMP BOTTOM IF ALGEBRAIC DIFFERENCE IS EXCEEDED. 2. DESIGN FOR 7.2% MAXIMUM RAMP SLOPE FOR CONSTRUCTION TOLERANCE. 3. REFER TO CONCRETE PAVING DETAIL FOR REINFORCEMENT REQUIREMENTS. 4. TACTILE WARNING TO MEET STATE AND LOCAL REQUIREMENTS. GRADE BREAK 6" RAMP WING/PAVING - BEYOND CURB RAMP 3 SECTION 0" 6" 12" 24" SCALE: 1/2" = 1'-0" 2L9.01 CONCRETE PAVING - VEHICULAR 6L9.02 TACTILE WARNING TILES 6 1/2" 6" MAX NOT TO SCALE CONCRETE CURB TRANSITION 2 SECTION SLOPED ACCESSIBLE PATH - SEE GRADING PLANS 2L9.01 CONCRETE PAVING - PEDESTR IAN 1L9.03 CONCRETE CURB - RAISED TYPE 2 CHEEK WALL TO MATCH ELEVATION OF RAISED CURB AT CORNER FS FS LANDING AT TOP OF SLOPED PATH - SEE GRADING PLANS LANDING AT BOTTOM OF SLOPED PATH - SEE GRADING PLANS TC FS 30° TC G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_DETL_CCA.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. © 2024, 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
Clean CA
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
BID SET 05/09/2025 220065 63 BJ BJ/GM SS/MM/PG
Site Details L9.0451 EQ OC EQ OC NOT TO SCALE CONCRETE STAIRS LAYOUT 5 SECTION ℄ ℄ ℄ ℄ ℄ ℄ 1'-6" ℄ ℄ ℄1'-0" 1L9.04 CONCRETE STAIRS 2L9.05 RECESSED LIGHTING 2L9.03 CONCRETE CURB TRANSITION 4L9.03 CONCRETE SEATWALL CONCRETE STAIRS TANGENTIAL WITH MOW CURB RADIUS (ON CL) JOINTING AT BOTTOM OF STAIRS TO FOLLOW CL OF LIGHTING EXPOSED AGGREGATE FINISH - SEE PLANS AND SPECS 5L9.05 SKATE DETERRENT TYPE 2 4" OC DRAIN - SEE CIVIL10"1'-6" 1'-0" 1'-6" 1'-6" ℄ ℄ 4L9.05 SKATE DETERRENT TYPE 1 3L9.04 CONCRETE STAIR NOSING 6L9.02 MOW CURB 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. 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 4 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 NOT TO SCALE CONCRETE STAIRS 1 SECTION 5" +/- (8)
EQUAL RISERS 6"
1'-6"
6" 1'-6" TYP (8) TREADS 8" 3/8" TYP
1'-6" 6" 4" 9"
1'-6" HANDRAIL EMBEDMENT - BEYOND COMPACTED SUBGRADE 6L9.04 HANDRAIL END CONDITION 3L9.01 DOWELED EXPANSION JOINT 3L9.04 CONCRETE STAIR AGGREGATE BASE NOSING #4 REBAR @ 12" MIN OC - TYP #4 CONT HORIZ REBAR - TYP INTERMEDIATE POST 2L9.01 CONCRETE PAVING - PEDESTRIAN 1% TS BS CONCRETE SEATWALL - BEYOND 6"
2'-0" 5" 1'-6"5 1/2" 2L9.05 RECESSED LIGHTING 6" 1'-0" EXPOSED AGGREGATE FINISH, SEE PLANS 1'-6" 1'-6" NOT TO SCALE HANDRAIL AT CONCRETE STAIRS 2 SECTION 4L9.04 SECTION / ELEVATION "A" ELEVATION "B" 4" OC 1L9.04 CONCRETE STAIRS BS TS 1'-0" EQ EQ B 1L9.04 CONCRETE STAIRS TSBS 3'-0" PL 5/8" X 2" SS POST - TYP 2" OD SS PIPE TOP RAIL 6L9.04 CONCRETE CHEEK WALL 1'-0" A 7L9.05 STEP LIGHTING SEE PLANS FOR EDGE CONDITIONS 4L9.03 CONCRETE SEATWALL 3'-0" ± 5L9.05 SKATE DETERRENT TYPE 2 NOTES: 1. PROVIDE HANDRAIL SHOP DRAWINGS FOR APPROVAL BY OWNER'S REPRESENTATIVE. INDICATE ALL DIMENSIONS, MATERIALS, FINISHES, AND EDGE TREATMENTS. 2. WALL JOINTS / REVEALS NOT SHOWN. 6L9.04 3'-0" NOT TO SCALE HANDRAIL END CONNECTION 6 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\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_DETL_CCA.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. © 2024, 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
Clean CA
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
BID SET 05/09/2025 220065 63 BJ BJ/GM SS/MM/PG
Site Details L9.0552 BICYCLE RACK 1 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" 2L9.01 CONCRETE PAVING - PEDESTRIAN 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 NOT TO SCALE BOLLARD - TYPE 1 6 SECTION NOTE: VERIFY BOLLARD BASE DIMENSION TO DETERMINE DIAMETER OF CONCRETE FOOTING, AND INSTALL PER THE MANUFACTURER'S INSTRUCTIONS. ℄ 2'-6" 1'-4" BASE PLATE WITH (3) GALVANIZED STEEL ANCHOR BOLTS 1/2" X 15" LONG. COMPACTED SUBGRADE 1' - 5/8" 1' - 1" 8 3/4" CONCRETE FOOTING ℄ 4' DEEP CRUSHED ROCK BASE PLANTING SOIL FOR SEEDED LAWN 3" SOIL PREPARATION6" NOT TO SCALE ACCESSIBLE DRINKING FOUNTAIN 3 PLAN/ SECTION NOTE: PRODUCT SHOWN IS ELKAY "EZH20 OUTDOOR BOTTLE FILLER WITH DRINKING FOUNTAIN AND PET STATION". PRODUCT #LK4420BF1UDB. INSTALL PER THE MANUFACTURER'S INSTRUCTIONS. A. PLAN B. SECTION C. SECTION FS FS PET WATER BOWL ADA ACCESSIBLE FOUNTAIN BOTTLE FILLER PUSH BUTTON ACCESS PANEL FOUNTAIN PUSH BUTTON 2'-2"
1'-10"
6 1/2"
5'-3 7/8" 5'-2 3/16" SURFACE MOUNT PER MANUFACTUER'S SPECIFICATIONS 2'-9 1/2" SKATE DETERRENT TYPE 1 4 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. 1/2" CHAMFERED EDGE 4L9.03 CONCRETE SEATWALL TW 1" OC 2 1/4" 1/2" Ø 1" DIA SEE NOTE 1 ELEVATION "B"
2 1/4" 1/2" Ø
1" Ø PLAN "C" C NOT TO SCALE REMOVABLE BOLLARD 7 PLAN / SECTION-ELEVATION NOTE: INSTALL PER THE MANUFACTURER'S INSTRUCTIONS. PLAN "A" FS4 1/2" 4 1/2" Ø1'-2" ADJACENT PAVING 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 NOT TO SCALE RECESSED LIGHTING 2 ELEVATION NOTES: 1. INSTALL PER THE MANUFACTURER'S INSTRUCTIONS. 2. MANUFACTURER DIMENSIONS PROVIDED IN MILLIMETERS. CONFIRM DIMENSIONS PRIOR TO CONSTRUCTION. FRONT ELEVATION "A" SIDE ELEVATION "B" BACK ELEVATION "C" 10.23" 2.55" C

2.36"

2.75" ACONCRETE WALL OR STAIR - SEE PLANS SKATE DETERRENT TYPE 2 5 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".

G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_DETL_CCA.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. © 2024, 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
Clean CA
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
BID SET 05/09/2025 220065 63 BJ BJ/GM SS/MM/PG
Burden Basket
Interpretive Node F156 NOTE: ART AND INTERPRETIVE ELEMENTS SHOWN (FX DETAIL SERIES) ARE SCHEMATIC AND NOT FOR CONSTRUCTION. FINAL SHOP DRAWINGS AND STRUCTURAL PLANS TO BE PROVIDED BY SELECTED FABRICATOR. ASSEMBLY, PLACEMENT OF STRUCTURES AND COORDINATION WITH INTERPRETIVE FABRICATOR IS IN CONTRACT. SIGN PANELS AND CONTENT IS N.I.C. FOOTINGS NOT SHOWN BUT IN CONTRACT, TWO (2) FOOTINGS AT APPROXIMATE DIMENSIONS OF 1' W X 12' L X 1' D FOOTINGS NOT SHOWN BUT IN CONTRACT, TWO (2) FOOTINGS AT APPROXIMATE DIMENSIONS OF 1' W X 12' L X 1' D G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_DETL_CCA.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. © 2024, 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
Clean CA
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
BID SET 05/09/2025 220065 63 BJ BJ/GM SS/MM/PG
Burden Basket
Interpretive Node F257 NOTE: ART AND INTERPRETIVE ELEMENTS SHOWN (FX DETAIL SERIES) ARE SCHEMATIC AND NOT FOR CONSTRUCTION. FINAL SHOP DRAWINGS AND STRUCTURAL PLANS TO BE PROVIDED BY SELECTED FABRICATOR. ASSEMBLY, PLACEMENT OF STRUCTURES AND COORDINATION WITH INTERPRETIVE FABRICATOR IS IN CONTRACT. SIGN PANELS AND CONTENT IS N.I.C. FOOTINGS NOT SHOWN BUT IN CONTRACT, TWO (2) FOOTINGS AT APPROXIMATE DIMENSIONS OF 1' W X 12' L X 1' D G:\PROJECTS\220065.1_CRESCENT_CITY_BEACHFRONT_PARK\02_CLEAN_CA\02_PRODUCTION\01_CAD\01_PLOT_SHEETS\220065_DETL_CCA.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. © 2024, 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
Clean CA
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
BID SET 05/09/2025 220065 63 BJ BJ/GM SS/MM/PG
Redwood Tree
Interpretive Node F459 NOTE: ART AND INTERPRETIVE ELEMENTS SHOWN (FX DETAIL SERIES) ARE SCHEMATIC AND NOT FOR CONSTRUCTION. FINAL SHOP DRAWINGS AND STRUCTURAL PLANS TO BE PROVIDED BY SELECTED FABRICATOR. ASSEMBLY, PLACEMENT OF STRUCTURES AND COORDINATION WITH INTERPRETIVE FABRICATOR IS IN CONTRACT. SIGN PANELS AND CONTENT IS N.I.C.

Sheet Title: Beachfront Park
Clean CA
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
BID SET 05/09/2025 220065 63 BJ BJ/GM SS/MM/PG
Redwood Tree
Interpretive Node F560 NOTE: ART AND INTERPRETIVE ELEMENTS SHOWN (FX DETAIL SERIES) ARE SCHEMATIC AND NOT FOR CONSTRUCTION. FINAL SHOP DRAWINGS AND STRUCTURAL PLANS TO BE PROVIDED BY SELECTED FABRICATOR. ASSEMBLY, PLACEMENT OF STRUCTURES AND COORDINATION WITH INTERPRETIVE FABRICATOR IS IN CONTRACT. SIGN PANELS AND CONTENT IS N.I.C. AGGREGATE BASE AND STRUCTURAL RAT SLAB IN CONTRACT, APPROXIMATE DIAMETER OF 171.5" AND DEPTH OF 8", STRUCTURAL TO VERIFY. FINISHING SLAB IN CONTRACT, TO BE COORDINATED WITH FABRICATOR FOR PLACEMENT OF TREE RING ART INLAY.

Sheet Title: Beachfront Park
Clean CA
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
BID SET 05/09/2025 220065 63 BJ BJ/GM SS/MM/PG
Tolowa Walk
Entry Exhibits F661 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTE: ART AND INTERPRETIVE ELEMENTS SHOWN (FX DETAIL SERIES) ARE SCHEMATIC AND NOT FOR CONSTRUCTION. FINAL SHOP DRAWINGS AND STRUCTURAL PLANS TO BE PROVIDED BY SELECTED FABRICATOR. ASSEMBLY, PLACEMENT OF STRUCTURES AND COORDINATION WITH INTERPRETIVE FABRICATOR IS IN CONTRACT. SIGN PANELS AND CONTENT IS N.I.C.

Sheet Title: Beachfront Park
Clean CA
City of Crescent City
377 J STREET
CRESCENT CITY, CA, 95531
707-464-9506
[email protected]
BID SET 05/09/2025 220065 63 BJ BJ/GM SS/MM/PG
Tolowa Walk
Entry Exhibits F762 NOT TO SCALENOT TO SCALE NOT TO SCALE NOT TO SCALE NOTE: ART AND INTERPRETIVE ELEMENTS SHOWN (FX DETAIL SERIES) ARE SCHEMATIC AND NOT FOR CONSTRUCTION. FINAL SHOP DRAWINGS AND STRUCTURAL PLANS TO BE PROVIDED BY SELECTED FABRICATOR. ASSEMBLY, PLACEMENT OF STRUCTURES AND COORDINATION WITH INTERPRETIVE FABRICATOR IS IN CONTRACT. SIGN PANELS AND CONTENT IS N.I.C.

Crescent City City CouncilJuly 28, 2025

Crescent City City Council
July 28, 2025