Part 3 Drawings - South Beach Placemaking.pdf

PDF 34 MB Posted Oct 22, 2025

Attached to: Invitation to Bid: South Beach Placemaking Project
Solicitation number: S-KN0010-00015212
Issued by: Jackson County, Moro City, Oregon

About this file

Written by GovTribe AI · Oct 27, 2025

This file is a comprehensive landscape architecture and engineering design set for the South Beach Placemaking Project in Newport, Oregon, developed by DLA Inc. for the City of Newport. The project involves multiple alternates for pedestrian improvements along Ferry Slip Road, including detailed plans for landscape design, irrigation, electrical infrastructure, and site improvements across several designated areas. The project includes five primary alternates (Alternate #1, #2, #3, #4, #5, and #6) covering north and south gateways, medians, and pedestrian nodes, with specific design elements such as art bases, colored concrete walks, retaining walls, landscaping, irrigation systems, and electrical infrastructure. The design documents are dated 10/21/2025 and appear to be a bid set with comprehensive drawings covering layout, grading, planting, materials, irrigation, and electrical plans.

The project includes extensive landscape and infrastructure improvements with multiple water meter connections, irrigation systems using Hunter and Netafim equipment, and electrical systems integrating new bollard lighting, junction boxes, and controllers. The design incorporates native and adaptive plant species including vine maples, shore pines, red twig dogwoods, and various groundcovers, with specific planting strategies for different project zones. The estimated project involves multiple water meters, irrigation controllers, and electrical infrastructure, with provisions for future art lighting and expansion. The design emphasizes sustainable landscaping, pedestrian connectivity, and aesthetic improvements to the South Beach area, with careful consideration of existing site conditions and proposed enhancements.

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Other files

File	Type	Posted
Addenda2_Placemaking_20251113.pdf	PDF	Oct 22, 2025
Newport_octopus_inlay_graphics_100325.png	PNG image	Oct 22, 2025
ElectricalSheets_Addendum_No1.pdf	PDF	Oct 22, 2025
Master Plant Schedule.pdf	PDF	Oct 22, 2025
321316 Decorative Concrete Paving Addendum No 1.pdf	PDF	Oct 22, 2025
Newport_octopus_inlay_graphics_100325.eps	EPS file	Oct 22, 2025
Addenda1_Placemaking_20251113.pdf	PDF	Oct 22, 2025
LA-13_Planting_MaterialsPlan_SouthCentral_AddendumNo1.pdf	PDF	Oct 22, 2025
Part 2 Specifications - South Beach Placemaking.pdf	PDF	Oct 22, 2025
Part 1 ContractDocs and General Requriements SB Placemaking_FINAL.pdf	PDF	Oct 22, 2025
OregonBuys notice to short list TVFR.pdf	PDF	Oct 22, 2025
Newport_octopus_inlay_graphics_100325~1.dwg	DWG drawing	Oct 22, 2025

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R14'-7"

R6'-6"

R6'- 2"

R25'

R13'-11"

R10 '-4

R 10'

' R12'

6'-7"

10'-6"

R11'-10" R13'-8"

10'-1 1"

R1 0'

R 13'-6"

R6'-8"

6'-0"

7' -3

'-5

'-3

'-4

ART BASE 'B'. SEE DETAIL 3/LA-10

ART BASE 'A'. SEE DETAIL 2/LA-10

ART BASE 'A'. SEE DETAIL 2/LA-10 ART BASE 'A'. SEE DETAIL 2/LA-10

ART BASE 'A'. SEE DETAIL 2/LA-10

ALIGN NEW PAVING

WITH EXISTING.

TYP.

PROPERTY LINE

EXISTING ASPHALT PATH

P O R T O F N E W P O R T P R O P E R T Y

F E R R Y S L I P R O A D

M A

R I

N E

C I

E N

R I

V E

R12'-6"

EXISTING LIGHT POST

EXISTING CATCH BASIN

BOLLARD

SEE JOINTING PLAN.

EDGE OF PLANT BED

ALIGN NEW PAVING

WITH EXISTING.

TYP.

13'

SEAT WALL

TYP.

4' -6

SWALE.

EX. VEGETATION

TO REMAIN EX. VEGETATION

TO REMAIN

EX. VEGETATION

TO REMAIN

101102

208 209

301302

106 107

110 111

210211

314315

316 317

5'-2"

R4'-7"

SEAT WALL. (CONNECT FLUSH

WITH ART BASE)

54'

R10'

R12'

R2 5'

'-9

R 10'

18'

R14'-11"

R4'-7"

R6'-2"

R7'-5"

R10

R1 2'

R25'

R25

R12'

R10'

32'-7"

4'-5"

15'-11"

25'-3"

3' -6

17'-2" 15'-1"

' 13'

15'

ART BASE 'C'. SEE DETAIL 4/LA-10

ART BASE 'A'. SEE DETAIL 2/LA-10

SEE DEMO PLAN (LA-1, LA-2,LA-3, & LA-4)

FOR EXACT LOCATION OF SAW CUT.

SEE DEMO PLAN (LA-1, LA-2,LA-3, & LA-4)

FOR EXACT LOCATION OF SAW CUT.

EXISTING

ASPHALT PATH

EXISTING

ASPHALT

PATH

F E R R Y S L I P R O A DF E R R Y S L I P R O A D

ALIGN NEW PATH

WITH EXISTING

GRAVEL SURFACE.

EXISTING

SIGN POSTS

ALIGN NEW

PATH WITH

EXISTING

SWALE.

6' -2

PCPC

EXISTING LIGHT POST

EX. VEGETATION

TO REMAIN

EX. VEGETATION

TO REMAIN

EX. VEGETATION

TO REMAIN

114 116

117118119120

228 229

321322323

R5'

R 2'-6"

271 272

GRAVEL SURFACE.

10'

EXISTING SIGN

SAWCUT AND REMOVE EX CURB

TO ALLOW FLUSH CONNECTION.

EXISTING UTILITY POLE

SEAT WALL

TYP.

SEE LA-7 FOR STRIPING LAYOUT

R25'

R12'

R10'

8'-11"

'-2

R8' R 9'-6"

R15'

R1 5'-

R24'

R12'

10'

10'-8"

R9'

F E

S L

I P

O A

10'

ART BASE 'A'. SEE DETAIL 2/LA-10

SWALE.

EXISTING LIGHT POST

SEE DEMO PLAN (LA-1, LA-2,LA-3, & LA-4)

FOR EXACT LOCATION OF SAW CUT.

EXISTING LIGHT POST

. V

SAWCUT AND REMOVE

EX CURB TO ALLOW

FLUSH CONNECTION.

R16'-9"

R13'-5"

R14

R13'-6

R 7'

10'

10'-3"

ART BASE 'C'.

SEE DETAIL 4/LA-10

EXISTING ASPHALT PATH

EXISTING

ASPHALT

PATH

EXISTING

CONCRETE PATH

R6'-1"

EXISTING CURB

TO REMAIN.

EX. VEGETATION

TO REMAIN

337 338

R3'-3"

BBB

BBBB

B B

R4'- 9"

NEW CONCRETE

RADIUS DIMENSION

LAYOUT LEGEND

SEAT WALL

DETECTABLE WARNING STRIP

DRAINAGE SWALE

PC POINT OF CURVATURE

PLANT BEDPB

332 POINT CALLOUT

SEE SCHEDULES FOR NORTHING

AND EASTING

PROPOSED BOLLARD LIGHTB

EXISTING ROAD STRIPING

NEW ROAD STRIPING

(ALTERNATE #3 & #4) SEE SPECIFICATIONS

SEE PAVING PLANS

1. CONTRACTOR WILL BE PROVIDED WITH AUTOCAD FILES FOR LAYOUT PURPOSES.

2. NOTIFY LANDSCAPE ARCHITECT UPON DISCOVERY OF ANY DISCREPANCIES IN

DIMENSIONS, LOCATIONS, GRADES OR OTHER CONDITIONS.

3. SEE SHEETS LA-1, LA-2, LA-3 AND LA-4 FOR EXISTING CONDITIONS AND DEMOLITION

PLAN. SEE DEMOLITION PLANS FOR SAW CUT LOCATIONS FOR STREETS AND WALLS

4. SEE SHEET LA-6, LA-7, LA-8 & LA-9 FOR LAYOUT & GRADING PLANS.

5. SEE SHEET LA-10 FOR SITE DETAILS

6. SEE SHEETS LA-11, LA-12, LA-13 AND LA-14 FOR PAVING, MATERIALS, AND PLANTING

PLAN.

7. SEE SHEETS LA-15, LA-16, LA-17 & LA-18 FOR IRRIGATION PLANS.

8. CONTRACTOR SHALL STAKE OR PAINT LAYOUT OF ALL WALKS AND PAVED AREAS

TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION.

LAYOUT NOTES:

COORDINATE POINT SCHEDULE

POINT DESCRIPTION NORTHING EASTING

100 N 1163418.3 E 442074.1 101 N 1163405.14 E 442025.29 102 N 1163405.14 E 442025.29 103 N 1163403.31 E 442088.96 105 N 1163361.27 E 442074.79 106 N 1163239.85 E 442073.26 107 N 1163279.97 E 442072.66 108 N 1163259.78 E 442057.49 109 N 1163258.53 E 442084.32 110 N 1163260.65 E 442086.2 111 N 1163264.45 E 442086.4 112 N 1163268.35 E 442083.21 113 N 1163271.07 E 442066.22 114 N 1163009.32 E 442070.04 115 N 1162989.33 E 442070.4 116 N 1163012.17 E 442070.02 117 N 1163041.19 E 442079.8 118 N 1163030.76 E 442079.84 119 N 1163027.82 E 442079.85 120 N 1162991.76 E 442080.35 121 N 1162992.8 E 442082.33 122 N 1162946.35 E 442073.92 123 N 1163030.59 E 442062.53 124 N 1162990.91 E 442061.76 125 N 1162900.15 E 442082.62 126 N 1162897.6 E 442129.62 127 N 1162341.14 E 442667.99 128 N 1162316.42 E 442662.86 129 N 1162532.62 E 442154.33 130 N 1162463.87 E 442212.78 131 N 1162481.07 E 442215.08 132 N 1162517.39 E 442126.96 133 N 1162318.03 E 442672.61

COORDINATE POINT SCHEDULE -

POINT OF CURVATURE

POINT

DESCRIPTION NORTHING EASTING

200 N 1163408.36 E 442043.47 201 N 1163400.25 E 442050.71 202 N 1163385.79 E 442052.36 203 N 1163407.77 E 442074.62 204 N 1163396.16 E 442082.41 205 N 1163391.37 E 442082.61 206 N 1163367.60 E 442088.89 207 N 1163374.01 E 442090.65 208 N 1163383.41 E 442092.76 209 N 1163399.55 E 442089.99 210 N 1163263.29 E 442093.56 211 N 1163256.71 E 442093.52 212 N 1163277.76 E 442088.36 213 N 1163272.15 E 442090.38 214 N 1163248.50 E 442090.48 215 N 1163242.98 E 442088.23 216 N 1163248.68 E 442073.13 217 N 1163253.04 E 442062.44 218 N 1163270.96 E 442072.79 219 N 1163250.21 E 442083.40 220 N 1163252.68 E 442088.14 221 N 1163399.53 E 442071.45 222 N 1163394.74 E 442060.79 223 N 1163410.22 E 442028.06 224 N 1163391.51 E 442046.73 225 N 1163391.57 E 442038.73 226 N 1163403.28 E 442025.42 227 N 1163376.43 E 442063.63 228 N 1162989.34 E 442067.48 229 N 1163009.38 E 442067.12 230 N 1163033.67 E 442069.84 231 N 1162875.69 E 442072.77 232 N 1163032.18 E 442089.32 233 N 1163037.76 E 442087.30 234 N 1163023.76 E 442092.12 235 N 1162878.48 E 442067.57 236 N 1162885.82 E 442057.19 237 N 1162900.21 E 442068.56 238 N 1162900.29 E 442063.23 239 N 1162902.58 E 442072.61 240 N 1162893.65 E 442091.30 241 N 1162868.12 E 442088.21 242 N 1162862.09 E 442085.86 243 N 1162873.10 E 442135.50 244 N 1162880.30 E 442132.94 245 N 1162889.34 E 442129.46 246 N 1162900.54 E 442133.19 247 N 1162891.55 E 442132.13 248 N 1162896.55 E 442137.14 249 N 1162937.60 E 442148.43 250 N 1162921.84 E 442133.59 251 N 1162940.18 E 442144.59 252 N 1162341.02 E 442684.04 253 N 1162328.51 E 442680.58 254 N 1162325.38 E 442665.11 255 N 1162309.42 E 442662.93 256 N 1162313.42 E 442669.19 257 N 1162318.71 E 442692.15 258 N 1162321.80 E 442707.07 259 N 1162518.92 E 442150.86 260 N 1162507.59 E 442145.60 261 N 1162486.79 E 442146.69 262 N 1162482.74 E 442162.36 263 N 1162482.01 E 442183.90 264 N 1162521.78 E 442171.66 265 N 1162518.59 E 442176.91 266 N 1162454.86 E 442161.78 268 N 1162468.00 E 442214.18 269 N 1162481.46 E 442202.47 270 N 1162480.04 E 442209.68 271 N 1162880.42 E 442082.79 272 N 1162885.12 E 442082.71 273 N 1162890.12 E 442086.15

COORDINATE POINT SCHEDULE -

CENTER OF RADII

POINT DESCRIPTION NORTHING EASTING

300 N 1163409.22 E 442062.16 301 N 1163406.87 E 442064.66 302 N 1163394.54 E 442067.29 303 N 1163394.83 E 442065.44 304 N 1163393.23 E 442069.24 305 N 1163381.17 E 442080.97 306 N 1163384.89 E 442045.73 307 N 1163405.22 E 442038.94 308 N 1163400.40 E 442034.70 309 N 1163388.91 E 442064.46 310 N 1163397.19 E 442088.48 311 N 1163368.31 E 442098.87 312 N 1163262.57 E 442072.56 313 N 1163261.23 E 442069.32 314 N 1163264.00 E 442081.58 315 N 1163256.47 E 442081.52 316 N 1163242.15 E 442098.20 317 N 1163278.20 E 442098.35 318 N 1163024.47 E 442080.14 319 N 1163025.33 E 442085.15 320 N 1163022.92 E 442070.07 321 N 1162999.37 E 442067.09 322 N 1162970.29 E 442066.77 323 N 1162893.28 E 442066.30 324 N 1162889.97 E 442077.06 325 N 1162898.01 E 442072.56 326 N 1162885.03 E 442049.74 327 N 1162876.09 E 442079.24 328 N 1162861.67 E 442095.85 329 N 1162883.84 E 442064.54 330 N 1162873.59 E 442125.52 332 N 1162921.42 E 442155.09 334 N 1162307.60 E 442681.92 335 N 1162331.18 E 442697.36 336 N 1162331.21 E 442694.39 337 N 1162337.96 E 442669.82 338 N 1162341.43 E 442669.91 339 N 1162476.22 E 442190.55 340 N 1162488.81 E 442207.67 341 N 1162504.62 E 442182.77 342 N 1162493.28 E 442173.50 343 N 1162472.54 E 442151.36 344 N 1162475.46 E 442175.04 345 N 1162502.19 E 442163.49 346 N 1162510.23 E 442154.76 347 N 1162504.78 E 442138.11 348 N 1162528.32 E 442179.22 349 N 1162877.93 E 442082.65 350 N 1162889.87 E 442081.15 351 N 1162320.09 E 442689.20 361 N 1163373.38 E 442067.84

KEY MAP

NORTH

0 2 5 10 20 40

SCALE: 1"=10'-0"

LA-5

EHD

LAYOUT PLAN - PEDESTRIAN NODES

A B

AREA 'B'

AREA 'A'

AREA 'D'

AREA 'C'

FERRY SLIP RD.

R Y

R D

N C

E D

ALTERNATE # 5

NORTH

WITH AREAS SHOWN

AQUARIUM PARKING

www.DLAdesign.com

P 541.683.5803 F 541.683.8183

474 Willamette Street Suite 305

Eugene, Oregon 97401

City of Newport Anna Iaukea 169 SW Coast Hwy Newport, OR 97365 541 547-5868

Checked By:

Drawn By:

N ew po rt re go n

Submission:

Revisions

Date: 10/21/2025

CONSULTANTS

S O

U T

A C

E M

A K

I N

DJD

Bid Set

BID SET

ALTERNATE #6

ALTERNATE #5

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text R-O-W 100'

AutoCAD SHX Text

SE FERRY SLIP RD.

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text

OREGON

AutoCAD SHX Text David J. Dougherty

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text

EP (18.36)

(18.49)*

(17.82)

(17.87)*

(19.64)*(20.10)*

(19.93)* (19.48)*

17.82

RIM (17.82)

EX CB

RIM 17.40

INV 15.40

17.75

17.8017.83 17.90

18.00

18.21

18.40

18.42

18.10

18.20

18.50

TOB 19.85

TW 20.00

BW 18.48

18.46

18.45

TOB 19.95

TW 19.90

18.42 18.42 18.21

18.40

18.41

18.00

(17.97)

TOB

1.5%

19.90

21.20

TOB 21.50

20.00

19.96

19.81 19.71

TOB 21.20

19.20

19.62 19.74

20.29

20.20 1.8%

BBB

(20.98)* (21.08)*

(20.85)* EP (20.73)

EP (20.83)

TFC (22.28)*

(20.65)*

TFC(22.36)TFC(22.03)

(21.72)*

(21.55)*

21.61

21.75 21.71

21.85 21.81

(22.00)*

21.88 21.84

21.22

EP (21.04)

(21.34)*

20.92

2% M

21.00

20.50

21.13

20.50

21.23

21.34 21.40

21.58

TOB 23.00

BC (21.78)*

TFC (22.22)*

BC (21.72)*

TOB 23.00

21.43

21.20

2% M

(21.08)*

21.76 21.75

TW 23.50

22.00

TW 23.50

22.14

21.80

21.45

R 4'

-9

EP (15.82)

(17.51)*

(16.27)*

(17.25)*

16.68

TOB 18.38

17.04

EP (17.02)

16.87

17.16 17.31

17.41

17.46 17.66

17.45

BC 17.25

17.28

17.46

17.47

18.40

18.00

1.25%

TFC (17.46)

BC (17.56)

16.36

16.14

16.22

16.00

R R

EC (13.75)

EC (13.84)

(13.30)*

(13.61)*

(13.73)*

13.72

EC (13.98)

13.60

TW 15.10

BW 13.55

13.60

13.63

13.73

13.63

13.58

TOB 15.10

15.0014

BBB

BBBB

B B

R4'- 9"

PROPOSED SPOT GRADE

415.00

TFC

TOB

GRADING LEGEND

415.68 PROPOSED DIRECTION OF SURFACE

FLOW ARROW WITH GRADIENT

1.7%

PROPOSED CONTOUR LINE

AND ELEVATION

EXISTING CONTOUR LINE AND

ELEVATION

TOP FACE OF CURB

TOP OF WALL

BOTTOM OF WALL

TOP OF BASE

R RIDGE LINE

NEW DRAIN PIPE

(415.68)* INTERPOLATED EXISTING SPOT GRADE

TO REMAIN. VERIFY IN FIELD.

EXISTING SPOT GRADE TO REMAIN(415.68)

BC BOTTOM OF CURB

EP EDGE OF PAVEMENT

EC EDGE OF CONCRETE

B NEW BOLLARD LIGHT

-SEE ELECTRICAL

- 6" PVC . SEE SPECIFICATIONS

NEW AREA DRAIN

-18" SQUARE. INSTALL PER NEWPORT

STANDARD DETAIL D-311

GRADING NOTES

1. EXISTING GRADE INFORMATION HAS BEEN DERIVED FROM PROJECT SURVEY

BY K&D ENGINEERING. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS OF

EXISTING GRADES TO REMAIN PRIOR TO CONSTRUCTION AND NOTIFY

LANDSCAPE ARCHITECT OF DISCREPANCIES TO PLAN.

2. PRIOR TO ANY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL

ESTABLISH ADEQUATE GRADING INFORMATION FOR PROPOSED WORK TO

ALLOW FOR THE EVALUATION OF ITS RELATIONSHIP TO EXISTING SITE

FEATURES. PROPOSED SPOT GRADES ARE INTERPOLATED FROM EXISTING

GRADES. PROPOSED GRADES INDICATE INTENT. CONTRACTOR SHALL

VERIFY ELEVATIONS AND MAKE ADJUSTMENTS AS REQUIRED TO MEET FIELD

CONDITIONS AND TO PROVIDE POSITIVE SURFACE DRAINAGE. FIELD

MODIFICATIONS MAY BE REQUIRED TO INSURE POSITIVE DRAINAGE.

3. GRADE FOR EVEN SLOPE BETWEEN PROPOSED SPOT GRADES UNLESS

INDICATED OTHERWISE.

4. CROSS PITCH FOR CONCRETE AND ASPHALT SURFACES SHALL NOT EXCEED

2% SLOPE. LONGITUDINAL SLOPES SHALL NOT EXCEED 5% SLOPE.

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PEDESTRIAN SURFACES ARE

ADA COMPLIANT. NOTIFY LANDSCAPE ARCHITECTS OF ANY DISCREPANCIES

PRIOR TO CONSTRUCTION.

5. ALL PROPOSED FINISHED LANDSCAPE GRADES INDICATED ON PLANS

INCLUDE FINISHED GRADES OF IMPORTED TOPSOIL. SEE SPECIFICATIONS

FOR REQUIRED DEPTHS.

6. AT SWALE: GRADE TO PROVIDE POSITIVE DRAINAGE AND SMOOTH

TRANSITION TO EXISTING SWALE.

7. SEE SHEETS LA-1, LA-2, LA-3 AND LA-4 FOR EXISTING CONDITIONS AND

DEMOLITION PLAN. SEE DEMOLITION PLANS FOR SAW CUT LOCATIONS FOR

STREETS AND WALLS

8. SEE SHEET LA-5, LA-7, LA-8 & LA-9 FOR LAYOUT AND GRADING PLANS.

9. SEE SHEET LA-10 FOR SITE DETAILS

10. SEE SHEETS LA-11, LA-12, LA-13 AND LA-14 FOR PAVING, MATERIALS, AND

PLANTING PLAN.

11. SEE SHEETS LA-15, LA-16, LA-17 & LA-18 FOR IRRIGATION PLANS.

KEY MAP

NORTH

0 2 5 10 20 40

SCALE: 1"=10'-0"

LA-6

EHD

GRADING PLANS - PEDESTRIAN NODES

A B

AREA 'B'

AREA 'A'

AREA 'D'

AREA 'C'

FERRY SLIP RD.

R Y

R D

N C

E D

NORTH

MATCH GRADE OF EXISTING WALK TO REMAIN

MATCH GRADE OF EXISTING

PAVING TO REMAIN

MATCH GRADE OF EXISTING

WALK TO REMAIN

MATCH GRADE OF EXISTING

WALK TO REMAINMATCH GRADE OF EXISTING

WALK TO REMAIN

MATCH GRADE OF EXISTING

WALK TO REMAIN - TYP.

MATCH GRADE OF EXISTING

WALK TO REMAIN

MATCH GRADE OF EXISTING

PAVING TO REMAIN

MATCH GRADE OF EXISTING

PAVING TO REMAIN

MATCH GRADE OF EXISTING

WALK TO REMAIN

MATCH GRADE OF EXISTING

WALK TO REMAIN - TYP.

WITH AREAS SHOWN

www.DLAdesign.com

P 541.683.5803 F 541.683.8183

474 Willamette Street Suite 305

Eugene, Oregon 97401

City of Newport Anna Iaukea 169 SW Coast Hwy Newport, OR 97365 541 547-5868

Checked By:

Drawn By:

N ew go n

Submission:

Revisions

Date: 10/21/2025

CONSULTANTS

S O

A C

E M

A K

I N

DJD

Bid Set

INSTALL WEEP HOLE IN

WALL AT LOW POINT

-SEE DETAIL 1/LA-6

PROVIDE SMOOTH TRANSITION TO

EXISTING GRADE TO REMAIN.

CONFIRM POSITIVE DRAINAGE

MATCH GRADE OF EXISTING

WALK TO REMAIN

PROVIDE SHALLOW

SWALE FOR DRAINAGE PROVIDE SHALLOW

SWALE FOR DRAINAGE

PROVIDE SHALLOW SWALE FOR DRAINAGE. PROVIDE SHALLOW

SWALE FOR DRAINAGE

PROVIDE SHALLOW

SWALE FOR DRAINAGE

MATCH GRADE OF EXISTING

PAVING TO REMAIN

NTS

SS 4" OPENING

WALL FACE

SECTION

WEEP HOLE1

LA-6

RIDGE

TRANSITION SWALE TO

PROVIDE POSITIVE

DRAINAGE.

MATCH GRADE OF EXISTING

PAVING TO REMAIN

MATCH GRADE OF

EXISTING TO REMAIN

TYP.

BID SET

ALTERNATE #6

ALTERNATE #5

ALTERNATE #6

EXISTING STORM DRAIN LINE

LOCATE AND VERIFY SIZE.

INSTALL 6" ROMAC STYLE CB

IRON SADDLE TEE FITTING

CONSTRUCT AREA DRAIN INLET

PER NEWPORT DETAIL D-311

EXISTING CATCH BASIN

CONSTRUCT 6" PVC ASTM

D3034 SDR 35 PIPE

AutoCAD SHX Text T

AutoCAD SHX Text

SSMH RIM=18.88

AutoCAD SHX Text

SDMH RIM=17.98

AutoCAD SHX Text

SDCB RIM=17.68

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text R-O-W 100'

AutoCAD SHX Text

SE FERRY SLIP RD.

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text

OREGON

AutoCAD SHX Text David J. Dougherty

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text A

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AutoCAD SHX Text C

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AutoCAD SHX Text E

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R2'-1"

R 25'

R4'- 9"

286287

142 143

10'-0"

SEE D

EMO P

N (L

A-1, LA

-2, LA

-3, LA

-4)

R E

XACT L

OCATIO

N O F S

UT.

R2'-2"

355279 280

BBB

BBBB

B B

R4'- 9"

PROPOSED SPOT GRADE

415.00

TFC

TOB

GRADING LEGEND

415.68 PROPOSED DIRECTION OF SURFACE

FLOW ARROW WITH GRADIENT

1.7%

PROPOSED CONTOUR LINE

AND ELEVATION

EXISTING CONTOUR LINE AND

ELEVATION

TOP FACE OF CURB

TOP OF WALL

BOTTOM OF WALL

TOP OF BASE

R RIDGE LINE

NEW DRAIN PIPE

(415.68)* INTERPOLATED EXISTING SPOT GRADE

TO REMAIN. VERIFY IN FIELD.

EXISTING SPOT GRADE TO REMAIN(415.68)

BC BOTTOM OF CURB

EP EDGE OF PAVEMENT

EC EDGE OF CONCRETE

B NEW BOLLARD LIGHT

-SEE ELECTRICAL

- 6" PVC . SEE SPECIFICATIONS

NEW AREA DRAIN

-18" SQUARE. INSTALL PER NEWPORT

STANDARD DETAIL D-311

NEW CONCRETE

RADIUS DIMENSION

LAYOUT LEGEND

SEAT WALL

DETECTABLE WARNING STRIP

DRAINAGE SWALE

PC POINT OF CURVATURE

PLANT BEDPB

332 POINT CALLOUT

SEE SCHEDULES FOR NORTHING

AND EASTING

PROPOSED BOLLARD LIGHTB

EXISTING ROAD STRIPING

NEW ROAD STRIPING

(ALTERNATE #3 & #4) SEE SPECIFICATIONS

SEE PAVING PLANS

GRADING NOTES

1. EXISTING GRADE INFORMATION HAS BEEN DERIVED FROM PROJECT SURVEY

BY K&D ENGINEERING. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS OF

EXISTING GRADES TO REMAIN PRIOR TO CONSTRUCTION AND NOTIFY

LANDSCAPE ARCHITECT OF DISCREPANCIES TO PLAN.

2. PRIOR TO ANY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL

ESTABLISH ADEQUATE GRADING INFORMATION FOR PROPOSED WORK TO

ALLOW FOR THE EVALUATION OF ITS RELATIONSHIP TO EXISTING SITE

FEATURES. PROPOSED SPOT GRADES ARE INTERPOLATED FROM EXISTING

GRADES. PROPOSED GRADES INDICATE INTENT. CONTRACTOR SHALL

VERIFY ELEVATIONS AND MAKE ADJUSTMENTS AS REQUIRED TO MEET FIELD

CONDITIONS AND TO PROVIDE POSITIVE SURFACE DRAINAGE. FIELD

MODIFICATIONS MAY BE REQUIRED TO INSURE POSITIVE DRAINAGE.

3. GRADE FOR EVEN SLOPE BETWEEN PROPOSED SPOT GRADES UNLESS

INDICATED OTHERWISE.

4. CROSS PITCH FOR CONCRETE AND ASPHALT SURFACES SHALL NOT EXCEED

2% SLOPE. LONGITUDINAL SLOPES SHALL NOT EXCEED 5% SLOPE.

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PEDESTRIAN SURFACES ARE

ADA COMPLIANT. NOTIFY LANDSCAPE ARCHITECTS OF ANY DISCREPANCIES

PRIOR TO CONSTRUCTION.

5. ALL PROPOSED FINISHED LANDSCAPE GRADES INDICATED ON PLANS

INCLUDE FINISHED GRADES OF IMPORTED TOPSOIL. SEE SPECIFICATIONS

FOR REQUIRED DEPTHS.

1. CONTRACTOR WILL BE PROVIDED WITH AUTOCAD FILES FOR LAYOUT PURPOSES.

2. NOTIFY LANDSCAPE ARCHITECT UPON DISCOVERY OF ANY DISCREPANCIES IN

DIMENSIONS, LOCATIONS, GRADES OR OTHER CONDITIONS.

3. SEE SHEETS LA-1, LA-2, LA-3 AND LA-4 FOR EXISTING CONDITIONS AND DEMOLITION

PLAN. SEE DEMOLITION PLANS FOR SAW CUT LOCATIONS FOR STREETS AND WALLS

4. SEE SHEET LA-5, LA-6, LA-8 & LA-9 FOR LAYOUT &GRADING PLANS.

5. SEE SHEET LA-10 FOR SITE DETAILS

6. SEE SHEETS LA-11, LA-12, LA-13 AND LA-14 FOR PAVING, MATERIALS, AND PLANTING

PLAN.

7. SEE SHEETS LA-15, LA-16, LA-17 & LA-18 FOR IRRIGATION PLANS.

8. CONTRACTOR SHALL STAKE OR PAINT LAYOUT OF ALL WALKS AND PAVED AREAS

TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION.

LAYOUT NOTES:

COORDINATE POINT SCHEDULE -

POINT OF CURVATURE

POINT

DESCRIPTION NORTHING EASTING

266 N 1162402.71 E 442630.91 267 N 1162394.40 E 442641.29 274 N 1162429.03 E 442362.74 275 N 1162427.90 E 442366.79 276 N 1162436.43 E 442314.82 277 N 1162413.62 E 442450.56 278 N 1162403.95 E 442438.99 279 N 1162396.92 E 442572.13 280 N 1162396.97 E 442585.52 281 N 1162406.88 E 442572.65 282 N 1162401.17 E 442630.16 283 N 1162396.83 E 442581.05 284 N 1162396.95 E 442629.58 285 N 1162814.16 E 442106.09 286 N 1162770.86 E 442114.12 287 N 1162768.81 E 442114.22 288 N 1162786.24 E 442105.98 289 N 1162561.70 E 442167.41 290 N 1162567.47 E 442175.10 291 N 1162503.01 E 442232.32 292 N 1162496.77 E 442225.33 295 N 1162386.49 E 442681.30 296 N 1162376.92 E 442677.00 297 N 1162384.23 E 442651.47 298 N 1162446.11 E 442299.86 299 N 1162444.10 E 442309.53

COORDINATE POINT SCHEDULE -

CENTER OF RADII

POINT DESCRIPTION NORTHING EASTING

352 N 1162438.41 E 442315.67 353 N 1162404.46 E 442358.11 354 N 1162421.79 E 442582.54 355 N 1162399.05 E 442629.95 356 N 1162768.72 E 442089.14 357 N 1162814.32 E 442108.17 358 N 1162500.48 E 442228.30

COORDINATE POINT SCHEDULE

POINT DESCRIPTION NORTHING EASTING

104 N 1162848.18 E 442105.05 140 N 1162847.85 E 442116.78 141 N 1162917.40 E 442117.31 142 N 1162900.02 E 442105.20 143 N 1162917.47 E 442105.32 144 N 1162470.67 E 442254.24 145 N 1162480.78 E 442261.58 146 N 1162467.14 E 442281.78 147 N 1162464.09 E 442287.76 148 N 1162368.41 E 442690.77 149 N 1162455.83 E 442275.39 150 N 1162377.68 E 442696.66 151 N 1162814.22 E 442111.95 152 N 1162819.16 E 442110.45

NORTH

LA-7

EHD

LAYOUT & GRADING PLAN - MEDIANS

NORTH

AREA 'B'

AREA 'A'

FERRY SLIP RD.

N C

E D

S E F E R R Y S L I P R O A D

PROPOSED CURBS. TOP FACE OF CURB TO BE 6" ABOVE ADJACENT PAVING - TYP.

KEY MAP

WITH AREAS SHOWN

www.DLAdesign.com

P 541.683.5803 F 541.683.8183

474 Willamette Street Suite 305

Eugene, Oregon 97401

City of Newport Anna Iaukea 169 SW Coast Hwy Newport, OR 97365 541 547-5868

Checked By:

Drawn By:

N ew go n

Submission:

Revisions

Date: 10/21/2025

CONSULTANTS

S O

A C

E M

A K

I N

DJD

Bid Set

ALTERNATE # 3

ALTERNATE # 4

BID SET

MEDIAN STRIPS TO ALIGN WITH EXISTING ROADWAY

SCALE: 1/16" = 1'-0"

0 4 8 16 32 64

WHERE PROPOSED STRIPING FOLLOWS CURB:

ALIGN CENTER OF 4" WIDTH STRIPING 14" FROM

ROAD-SIDE FACE OF CURB. TYP.

WHERE PROPOSED STRIPING FOLLOWS CURB:

ALIGN CENTER OF 4" WIDTH STRIPING 14" FROM

ROAD-SIDE FACE OF CURB. TYP.

BASE BID - CROSSWALK

EXISTING CROSSWALK TO REMAIN.

CONSTRUCT CROSSWALK PER

DETAIL T-213 AND SPECIFICATIONS.

EXISTING STRIPING TO REMAIN

TYP.

EXISTING STRIPING TO REMAIN

TYP.

NEW STRIPING TYP.

(ALTERNATE #3)

NEW STRIPING TYP.

(ALTERNATE #4)

NEW STRIPING TYP.

(ALTERNATE #4)

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text R-O-W 100'

AutoCAD SHX Text

SE FERRY SLIP RD.

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text

OREGON

AutoCAD SHX Text David J. Dougherty

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text A

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AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text E

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AutoCAD SHX Text E

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AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text

B B

BBB

R25'

R2'-2"

R 2'-2"

R25'

R2'-1"

R 25'

R4'- 9"

R12'-6"

16'-5"

4'-7"

EC (13.75)

EC (13.84)

(13.30)*

(13.61)*

(13.73)*

EP (18.36)

(18.49)*

(17.82)

(17.87)*

(19.64)* (20.10)*

(19.93)* (19.48)*

13.72

EC (13.98)13.60

TW 15.10

BW 13.55

13.60

13.63

13.73 13.63

13.58TOB 15.10

15.00

17.82

RIM (17.82)

EX CB

RIM 17.40

INV 15.40

17.75

17.8017.83 17.90

18.00

18.21

18.40

18.42

18.10

18.20

18.50

TOB 19.85

TW 20.00

BW 18.48

18.46

18.45

TOB 19.95

TW 19.90

18.42 18.42

18.21

18.40

18.41

18.00

(17.97)

TOB

1.5%

19.90

21.20

TOB 21.50

20.00

19.96

19.81

19.71

TOB 21.20

19.20

19.62

19.74

20.29

20.20

1.8%

R16'-10"

10'-0"

43.00 BW

TOB 48.00

46.00 TW

43.80 BW

46.00 TW

42.80 BW

46.00 TW

43.00 BW

46.00 TW

43.80

R16'-10"

PROPOSED SPOT GRADE

415.00

TFC

TOB

GRADING LEGEND

415.68 PROPOSED DIRECTION OF SURFACE

FLOW ARROW WITH GRADIENT

1.7%

PROPOSED CONTOUR LINE

AND ELEVATION

EXISTING CONTOUR LINE AND

ELEVATION

TOP FACE OF CURB

TOP OF WALL

BOTTOM OF WALL

TOP OF BASE

R RIDGE LINE

NEW DRAIN PIPE

(415.68)* INTERPOLATED EXISTING SPOT GRADE

TO REMAIN. VERIFY IN FIELD.

EXISTING SPOT GRADE TO REMAIN(415.68)

BC BOTTOM OF CURB

EP EDGE OF PAVEMENT

EC EDGE OF CONCRETE

B NEW BOLLARD LIGHT

-SEE ELECTRICAL

- 6" PVC . SEE SPECIFICATIONS

NEW AREA DRAIN

-18" SQUARE. INSTALL PER NEWPORT

STANDARD DETAIL D-311

NEW CONCRETE

RADIUS DIMENSION

LAYOUT LEGEND

SEAT WALL

DETECTABLE WARNING STRIP

DRAINAGE SWALE

PC POINT OF CURVATURE

PLANT BEDPB

332 POINT CALLOUT

SEE SCHEDULES FOR NORTHING

AND EASTING

SEE PAVING PLANS

GRADING NOTES

1. EXISTING GRADE INFORMATION HAS BEEN DERIVED FROM PROJECT SURVEY

BY K&D ENGINEERING. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS OF

EXISTING GRADES TO REMAIN PRIOR TO CONSTRUCTION AND NOTIFY

LANDSCAPE ARCHITECT OF DISCREPANCIES TO PLAN.

2. PRIOR TO ANY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL

ESTABLISH ADEQUATE GRADING INFORMATION FOR PROPOSED WORK TO

ALLOW FOR THE EVALUATION OF ITS RELATIONSHIP TO EXISTING SITE

FEATURES. PROPOSED SPOT GRADES ARE INTERPOLATED FROM EXISTING

GRADES. PROPOSED GRADES INDICATE INTENT. CONTRACTOR SHALL

VERIFY ELEVATIONS AND MAKE ADJUSTMENTS AS REQUIRED TO MEET FIELD

CONDITIONS AND TO PROVIDE POSITIVE SURFACE DRAINAGE. FIELD

MODIFICATIONS MAY BE REQUIRED TO INSURE POSITIVE DRAINAGE.

3. GRADE FOR EVEN SLOPE BETWEEN PROPOSED SPOT GRADES UNLESS

INDICATED OTHERWISE.

4. CROSS PITCH FOR CONCRETE AND ASPHALT SURFACES SHALL NOT EXCEED

2% SLOPE. LONGITUDINAL SLOPES SHALL NOT EXCEED 5% SLOPE.

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PEDESTRIAN SURFACES ARE

ADA COMPLIANT. NOTIFY LANDSCAPE ARCHITECTS OF ANY DISCREPANCIES

PRIOR TO CONSTRUCTION.

5. ALL PROPOSED FINISHED LANDSCAPE GRADES INDICATED ON PLANS

INCLUDE FINISHED GRADES OF IMPORTED TOPSOIL. SEE SPECIFICATIONS

FOR REQUIRED DEPTHS.

1. CONTRACTOR WILL BE PROVIDED WITH AUTOCAD FILES FOR LAYOUT PURPOSES.

2. NOTIFY LANDSCAPE ARCHITECT UPON DISCOVERY OF ANY DISCREPANCIES IN

DIMENSIONS, LOCATIONS, GRADES OR OTHER CONDITIONS.

3. SEE SHEETS LA-1, LA-2, LA-3 AND LA-4 FOR EXISTING CONDITIONS AND DEMOLITION

PLAN. SEE DEMOLITION PLANS FOR SAW CUT LOCATIONS FOR STREETS AND WALLS

4. SEE SHEET LA-5, LA-6, LA-7 & LA-9 FOR LAYOUT &GRADING PLANS.

5. SEE SHEET LA-10 FOR SITE DETAILS

6. SEE SHEETS LA-11, LA-12, LA-13 AND LA-14 FOR PAVING, MATERIALS, AND PLANTING

PLAN.

7. SEE SHEETS LA-15, LA-16, LA-17 & LA-18 FOR IRRIGATION PLANS.

8. CONTRACTOR SHALL STAKE OR PAINT LAYOUT OF ALL WALKS AND PAVED AREAS

TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION.

LAYOUT NOTES:

#4 REBAR HORIZ. - TOP,

MIDDLE AND BOTTOM

#4 REBAR VERT. PER SECTION

ADJACENT LANDSCAPE

3'R

4'-0"

8' -0

CONCRETE ART BASE

SCALE: 3/8" = 1'-0"

LA-8 LAYOUT AND REINFORCEMENT PLAN

NOTES:

1. REBAR TO BE MINIMUM 2" CLEAR FROM SIDE OF BASE. REBAR TO BE MINIMUM 3" CLEAR FROM BOTTOM OF BASE. REBAR TO BE

MINIMUM 2" CLEAR FROM TOP OF BASE.

2. REBAR SPACING TO BE 12" O.C. MAXIMUM.

12'-0"

SECTION

ART BASE AND RETAINING WALL1

LA-8

SLOPE TO DRAIN

14"

3/4" MINUS AGGREGATE ROCK BASE

-SEE SPECIFICATIONS

2" RADIUS - TYP.

#4 REBAR HORIZ. - TOP, MIDDLE

AND BOTTOM

#4 TOP BARS PER PLAN W/ 6"

HOOK - TYP.

#4 REBAR VERT. PER PLAN

EXISTING GRADE

TOW

2'-6"

#4 REBAR AT 18" O.C. W/ 6" HOOK - TYP.

ALTERNATE HOOK DIRECTION

SCALE: 3/8" = 1'-0"

SPECIFIED TOPSOIL

GENERAL FILL

12'-0"2" CL MIN

2" C

L M

INSERT

NOTES:

1. REBAR TO BE MINIMUM 2" CLEAR FROM SIDE OF BASE. REBAR TO BE MINIMUM 3" CLEAR FROM BOTTOM OF BASE. REBAR TO BE MINIMUM 2" CLEAR FROM TOP OF BASE.

2. REBAR SPACING TO BE 12" O.C. MAXIMUM.

3. SEE GRADING PLAN FOR BOTTOM OF WALL ELEVATIONS.

3/4" MINUS AGGREGATE ROCK BASE.

-SEE SPECIFICATIONS

" 12

4' -3

CONCRETE RETAINING WALL AND FOOTING

TOW

CONCRETE ART BASE

TOW

3" C

L M

2" C

2" CL

COORDINATE POINT SCHEDULE

POINT DESCRIPTION NORTHING EASTING

138 N 1162742.49 E 441810.42 139 N 1162743.02 E 441822.41

COORDINATE POINT SCHEDULE -

CENTER OF RADII

POINT DESCRIPTION NORTHING EASTING

360 N 1162742.85 E 441816.45

LA-8

EHD

NORTH GATEWAY - LAYOUT & GRADING PLAN

GRADING PLAN

US HIGHWAY 101

FERRY SLIP RD.

ALTERNATE # 1

SCALE: 1"=10'-0"

MATCH GRADE OF EXISTING WALK TO REMAIN

KEY MAP

WITH AREAS SHOWN

www.DLAdesign.com

P 541.683.5803 F 541.683.8183

474 Willamette Street Suite 305

Eugene, Oregon 97401

City of Newport Anna Iaukea 169 SW Coast Hwy Newport, OR 97365 541 547-5868

Checked By:

Drawn By:

N ew go n

Submission:

Revisions

Date: 10/21/2025

CONSULTANTS

S O

A C

E M

A K

I N

DJD

Bid Set

1LA-8

NORTH GATEWAY

BID SET

CONCRETE ART BASE

CONCRETE RETAINING WALL

AutoCAD SHX Text T

AutoCAD SHX Text

ONLY

AutoCAD SHX Text

ONLY

AutoCAD SHX Text

STOP

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text

SE PACIFIC WAY

AutoCAD SHX Text R-O-W 100'

AutoCAD SHX Text

SE FERRY SLIP RD.

AutoCAD SHX Text R-O-W 80'

AutoCAD SHX Text

SE FERRY SLIP RD.

AutoCAD SHX Text R-O-W- 55'

AutoCAD SHX Text

SE 32ND STREET

AutoCAD SHX Text R-O-W- 60'

AutoCAD SHX Text

SE 35TH STREET

AutoCAD SHX Text R-O-W 100'

AutoCAD SHX Text

US HIGHWAY 101

AutoCAD SHX Text R-O-W 40'

AutoCAD SHX Text

SE ASH STREET

AutoCAD SHX Text R-O-W 80'

AutoCAD SHX Text

SE FERRY SLIP RD.

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text

OREGON

AutoCAD SHX Text David J. Dougherty

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text

B B

R25'

R2'-2"

R 2'-2"

R25'

R2'-1"

R 25'

R4'- 9"

R12'-6"

16'-5"

4'-7"

EC (13.75)

EC (13.84)

(13.30)*

(13.61)*

(13.73)*

EP (18.36)

(18.49)*

(17.82)

(17.87)*

(19.64)* (20.10)*

(19.93)* (19.48)*

13.72

EC (13.98)

13.60

TW 15.10

BW 13.55

13.60

13.63

13.7313.63

13.58

TOB 15.10 15.00

17.82

RIM (17.82)

EX CB

RIM 17.40

INV 15.40

17.75

17.80 17.83

17.90

18.00

18.21

18.40

18.42

18.10

18.20

18.50

TOB 19.85

TW 20.00

BW 18.48

18.46

18.45

TOB 19.95

TW 19.90

18.42 18.42 18.21

18.40

18.41

18.00

(17.97)

TOB

1.5%

19.90

21.20

TOB 21.50

20.00

19.96

19.81

19.71

TOB 21.20

19.20

19.62 19.74

20.29

20.20

1.8%

R16'-10"

10'-0"

TOB 25.00

TW 23.00

BW 21.00

R12'-6"

16'-5"

4'-7"

(19.69)*

(19.75)*

(19.11)*

EP (18.36)

TW 23.00

19.43

TFC (19.38)

EP (18.96)

21HP 22.30

19.14 19.20

1.4%

EP (19.01)

PROPOSED SPOT GRADE

415.00

TFC

TOB

GRADING LEGEND

415.68 PROPOSED DIRECTION OF SURFACE

FLOW ARROW WITH GRADIENT

1.7%

PROPOSED CONTOUR LINE

AND ELEVATION

EXISTING CONTOUR LINE AND

ELEVATION

TOP FACE OF CURB

TOP OF WALL

BOTTOM OF WALL

TOP OF BASE

R RIDGE LINE

NEW DRAIN PIPE

(415.68)* INTERPOLATED EXISTING SPOT GRADE

TO REMAIN. VERIFY IN FIELD.

EXISTING SPOT GRADE TO REMAIN(415.68)

BC BOTTOM OF CURB

EP EDGE OF PAVEMENT

EC EDGE OF CONCRETE

B NEW BOLLARD LIGHT

-SEE ELECTRICAL

- 6" PVC . SEE SPECIFICATIONS

NEW AREA DRAIN

-18" SQUARE. INSTALL PER NEWPORT

STANDARD DETAIL D-311

NEW CONCRETE

RADIUS DIMENSION

LAYOUT LEGEND

SEAT WALL

DETECTABLE WARNING STRIP

DRAINAGE SWALE

PC POINT OF CURVATURE

PLANT BEDPB

332 POINT CALLOUT

SEE SCHEDULES FOR NORTHING

AND EASTING

SEE PAVING PLANS

GRADING NOTES

1. EXISTING GRADE INFORMATION HAS BEEN DERIVED FROM PROJECT SURVEY

BY K&D ENGINEERING. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS OF

EXISTING GRADES TO REMAIN PRIOR TO CONSTRUCTION AND NOTIFY

LANDSCAPE ARCHITECT OF DISCREPANCIES TO PLAN.

2. PRIOR TO ANY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL

ESTABLISH ADEQUATE GRADING INFORMATION FOR PROPOSED WORK TO

ALLOW FOR THE EVALUATION OF ITS RELATIONSHIP TO EXISTING SITE

FEATURES. PROPOSED SPOT GRADES ARE INTERPOLATED FROM EXISTING

GRADES. PROPOSED GRADES INDICATE INTENT. CONTRACTOR SHALL

VERIFY ELEVATIONS AND MAKE ADJUSTMENTS AS REQUIRED TO MEET FIELD

CONDITIONS AND TO PROVIDE POSITIVE SURFACE DRAINAGE. FIELD

MODIFICATIONS MAY BE REQUIRED TO INSURE POSITIVE DRAINAGE.

3. GRADE FOR EVEN SLOPE BETWEEN PROPOSED SPOT GRADES UNLESS

INDICATED OTHERWISE.

4. CROSS PITCH FOR CONCRETE AND ASPHALT SURFACES SHALL NOT EXCEED

2% SLOPE. LONGITUDINAL SLOPES SHALL NOT EXCEED 5% SLOPE.

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PEDESTRIAN SURFACES ARE

ADA COMPLIANT. NOTIFY LANDSCAPE ARCHITECTS OF ANY DISCREPANCIES

PRIOR TO CONSTRUCTION.

5. ALL PROPOSED FINISHED LANDSCAPE GRADES INDICATED ON PLANS

INCLUDE FINISHED GRADES OF IMPORTED TOPSOIL. SEE SPECIFICATIONS

FOR REQUIRED DEPTHS.

1. CONTRACTOR WILL BE PROVIDED WITH AUTOCAD FILES FOR LAYOUT PURPOSES.

2. NOTIFY LANDSCAPE ARCHITECT UPON DISCOVERY OF ANY DISCREPANCIES IN

DIMENSIONS, LOCATIONS, GRADES OR OTHER CONDITIONS.

3. SEE SHEETS LA-1, LA-2, LA-3 AND LA-4 FOR EXISTING CONDITIONS AND DEMOLITION

PLAN. SEE DEMOLITION PLANS FOR SAW CUT LOCATIONS FOR STREETS AND WALLS

4. SEE SHEET LA-5, LA-6, LA-7 & LA-8 FOR LAYOUT &GRADING PLANS.

5. SEE SHEET LA-10 FOR SITE DETAILS

6. SEE SHEETS LA-11, LA-12, LA-13 AND LA-14 FOR PAVING, MATERIALS, AND PLANTING

PLAN.

7. SEE SHEETS LA-15, LA-16, LA-17 & LA-18 FOR IRRIGATION PLANS.

8. CONTRACTOR SHALL STAKE OR PAINT LAYOUT OF ALL WALKS AND PAVED AREAS

TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION.

LAYOUT NOTES:

2" RADIUS - TYP.

#4 REBAR HORIZ. - TOP, MIDDLE

AND BOTTOM

#4 TOP BARS PER PLAN W/ 6"

HOOK - TYP.

ART BASE AND RETAINING WALL 1

LA-9

2" CL MIN

2" C

L M

INSERT

#4 REBAR VERT. PER PLAN

SLOPE TO DRAIN

EXISTING GRADE

14"

3/4" MINUS AGGREGATE ROCK BASE.

-SEE SPECIFICATIONS.

21.50

TOW

23.00

TOW

2'-6"

4" C

#4 REBAR AT 18" O.C. W/ 6" HOOK TYP.

ALTERNATE HOOK DIRECTION

SECTION SCALE: 3/8" = 1'-0"

SPECIFIED TOPSOIL

GENERAL FILL

20'-0"

NOTES:

1. REBAR TO BE MINIMUM 2" CLEAR FROM SIDE OF BASE. REBAR TO BE MINIMUM 3" CLEAR FROM BOTTOM OF BASE. REBAR TO BE MINIMUM 2" CLEAR FROM TOP OF BASE.

2. REBAR SPACING TO BE 12" O.C. MAXIMUM.

3. SEE GRADING PLAN FOR BOTTOM OF WALL ELEVATIONS.

3/4" MINUS AGGREGATE ROCK BASE.

-SEE SPECIFICATIONS

" 12

2' -9

CONCRETE RETAINING WALL AND FOOTING

CONCRETE ART BASE

3" C

L M

2" C

2" CL

- SEE GRADING PLAN

3'R

11'R

20'R

20'-0"

'-0

#4 REBAR VERT. PER SECTION

#4 REBAR HORIZ. - TOP,

MIDDLE AND BOTTOM

ADJACENT LANDSCAPE

CONCRETE ART BASE

SCALE: 3/8" = 1'-0"

LA-9 LAYOUT AND REINFORCEMENT PLAN

NOTES:

1. REBAR TO BE MINIMUM 2" CLEAR FROM SIDE OF BASE. REBAR TO BE MINIMUM 3" CLEAR FROM BOTTOM OF BASE. REBAR TO BE MINIMUM 2" CLEAR FROM TOP OF BASE.

2. REBAR SPACING TO BE 12" O.C. MAXIMUM.

COORDINATE POINT SCHEDULE

POINT

DESCRIPTION NORTHING EASTING

134 N 1160731.33 E 441973.64 135 N 1160695.28 E 441988.43 136 N 1160743.93 E 442022.83 137 N 1160713.22 E 441980.93

COORDINATE POINT SCHEDULE -

POINT OF CURVATURE

POINT DESCRIPTION NORTHING EASTING

293 N 1160715.69 E 441991.98 294 N 1160720.46 E 442004.70

COORDINATE POINT SCHEDULE -

CENTER OF RADII

POINT DESCRIPTION NORTHING EASTING

359 N 1160727.95 E 441994.69

LA-9

EHD

SOUTH GATEWAY - LAYOUT & GRADING PLAN

GRADING AND LAYOUT

US HIGHWAY 101

FERRY SLIP RD.

ALTERNATE # 2

SCALE: 1"=10'-0"

MEET GRADE OF EXISTING CURB TO REMAIN

-TYP. MEET GRADE OF EXISTING PAVING TO REMAIN

-TYP.

KEY MAP

WITH AREAS SHOWN

www.DLAdesign.com

P 541.683.5803 F 541.683.8183

474 Willamette Street Suite 305

Eugene, Oregon 97401

City of Newport Anna Iaukea 169 SW Coast Hwy Newport, OR 97365 541 547-5868

Checked By:

Drawn By:

N ew go n

Submission:

Revisions

Date: 10/21/2025

CONSULTANTS

S O

A C

E M

A K

I N

DJD

Bid Set

MEET GRADE OF EXISTING

PAVING TO REMAIN

-TYP.

LA-9

SOUTH GATEWAY

BID SET

PLAN

CONCRETE ART BASE

CONCRETE RETAINING WALL

ALTERNATE #6

ALTERNATE #2

AutoCAD SHX Text T

AutoCAD SHX Text

ONLY

AutoCAD SHX Text

ONLY

AutoCAD SHX Text

STOP

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text

SE PACIFIC WAY

AutoCAD SHX Text R-O-W 100'

AutoCAD SHX Text

SE FERRY SLIP RD.

AutoCAD SHX Text R-O-W 80'

AutoCAD SHX Text

SE FERRY SLIP RD.

AutoCAD SHX Text R-O-W- 55'

AutoCAD SHX Text

SE 32ND STREET

AutoCAD SHX Text R-O-W- 60'

AutoCAD SHX Text

SE 35TH STREET

AutoCAD SHX Text R-O-W 100'

AutoCAD SHX Text

US HIGHWAY 101

AutoCAD SHX Text R-O-W 40'

AutoCAD SHX Text

SE ASH STREET

AutoCAD SHX Text R-O-W 80'

AutoCAD SHX Text

SE FERRY SLIP RD.

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text

OREGON

AutoCAD SHX Text David J. Dougherty

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text

(6) #4 REBAR HORIZONTAL

1" CHAMFER (BOTH SIDES)

#4 REBAR EACH FACE @ 24" O.C.

(2) #4 REBAR CONTINUOUS

3/4" MINUS AGGREGATE BASE. SEE SPECIFICATIONS.

EXISTING SUBGRADE

12"

51 2"

E G

2'-0"

2' -0

21 2"

VERTICAL WALL JOINTS @ 4' O.C. MAX. EQUALLY

SPACED. - TYP. FORMED IN PLACE.

WALL END

ADJACENT

PAVING

SCALE: 3/4" = 1'-0"

CONCRETE SEAT WALL

ELEVATION

SCALE: 3/4" = 1'-0"

LA-10

SHADOW JOINT - FRONT FACE AND ENDS ONLY

PLANT BED

NOTE:

1.SEE SPECIFICATION SECTION 32 13 13 FOR CAST-IN-PLACE CONCRETE REQUIREMENTS.

2. ALL EXPOSED SURFACES TO HAVE 'ACID ETCH' FINISH. SEE SPECIFICATIONS SECTION 32 13 13.

3" TYP.

CONCRETE FACE ACID ETCH FINISH.

2- 1/

1- 1/

SHADOW JOINT

ENLARGEMENT

SEE SHADOW JOINT ENLARGEMENT

SKATE STOP - SEE SPECIFICATIONS

FINISH GRADE VARIES.

SEE GRADING PLAN.

SECTION / ELEVATION

SECTION

CONCRETE ART BASE 'B' - 8' DIAMETER3

LA-10 SCALE: 1/2" = 1'-0"

#4 REBAR HORIZ. - TOP,

MIDDLE AND BOTTOM

#4 REBAR VERT. PER SECTION

8' -0

ADJACENT CONCRETE

PLANT BED

1' -6

SECTION

2" C

1' -4

2-1/2" CLEAR

2" RADIUS - TYP.

#4 REBAR HORIZ. - TOP, MIDDLE AND

BOTTOM

#4 REBAR VERT. PER PLAN

#4 TOP BARS PER PLAN W/ 6" HOOK - TYP.

SLOPE TO DRAIN

3/4" MINUS AGGREGATE BASE - 6" DEPTH MIN.

-SEE SPECIFICATIONS

PLAN

2" CL

2" C

INSERT

NOTE:

1.SEE SPECIFICATION SECTION 32 13 13 FOR CAST-IN-PLACE CONCRETE REQUIREMENTS.

2. ALL EXPOSED SURFACES TO HAVE 'ACID ETCH' FINISH. SEE SPECIFICATIONS SECTION 32 13 13.

EXISTING SUBGRADE

BOULDERS

SECTION

LA-10 SCALE 1/2" = 1'-0"

SALVAGED BOULDERS BURY

BOTTOM 1/3 OF STONE TO

STABILIZE INTO PLACE

DECORATIVE GRAVEL SURFACE

SECTION

LA-10 SCALE: 1" = 1'-0"

EXISTING SUBGRADE

MIN. 2" DECORATIVE GRAVEL. VIBRATE

INTO BASE BELOW.

-SEE SPECIFICATIONS

MIN. 2" COMPACTED DECORATIVE

GRAVEL BASE

-SEE SPECIFICATIONS

FILTER FABRIC TO TURN UP SIDES

2" MIN.

VARIES - SEE PLAN

ADJACENT WALK PAVEMENT

ADJACENT ASPHALT ROAD

NOTE: INSTALL SPECIFIED STEEL EDGING WHEREVER DECORATIVE GRAVEL MEETS LANDSCAPE.

NEW PAVING.

3/4" MINUS AGGREGATE

ROCK BASE.

-SEE SPECIFICATIONS

SCALE: 3/4" = 1'-0"

FUTURE SIGN THICKENED EDGE6

LA-10

THICKENED EDGE

SECTION/PLAN

PLAN

20"

G , P

SECTION

12"

36"

BOTTOM OF THICKENED EDGE

TOP OF THICKENED EDGE

36"

NEW PAVING.

-SEE SPECIFICATIONS

3/4" MINUS AGGREGATE BASE.

- SEE SPECIFICATIONS

SCALE: 3/4" = 1'-0"

FUTURE SIGN FOOTINGS5

LA-10

FOOTING

3' -0

WIDTH VARIES - SEE PLAN

ADJUST PAVING JOINTS

ABOVE FOOTING.

SECTION/PLAN

FUTURE SIGN FOOTINGS TYPE 'B'

FUTURE SIGN FOOTINGS TYPE 'A'

PLAN

SECTION

26"

FOOTING

18"

G , P

FOOTING

- 1

'-6

CONCRETE ART BASE 'C' - SEMI-CIRCULAR

LA-10

SECTION

2" C

1' -4

2-1/2"

CLEAR

2" RADIUS - TYP.

#4 REBAR HORIZ. - TOP, MIDDLE AND

BOTTOM.

#4 REBAR VERT. PER PLAN.

3" C

SCALE: 1/2" = 1'-0"

REBAR HORIZ. - TOP, MIDDLE AND

BOTTOM.

REBAR VERT. PER SECTION

PLAN

9" R2'-8"

SLOPE TO DRAIN

3/4" MINUS AGGREGATE BASE - 6" DEPTH MIN.

-SEE SPECIFICATIONS

5' -4

ADJACENT PAVING

2' -1

PLAN / SECTION

PLANT BED

EDGE OF CONCRETE AND PLANT BED

VARIES. SEE PLAN.

#4 TOP BARS PER PLAN W/ 6" HOOK - TYP.

2" CL

2" C

INSERT

NOTE:

1.SEE SPECIFICATION SECTION 03 30 00 FOR CAST-IN-PLACE CONCRETE REQUIREMENTS.

2. ALL EXPOSED SURFACES TO HAVE 'ACID ETCH' FINISH. SEE SPECIFICATIONS SECTION 03 30 00.

#4 REBAR HORIZ. - TOP, MIDDLE AND

BOTTOM

#4 REBAR VERT. PER SECTION

PLAN

ADJACENT MATERIAL VARIES. SEE PLAN.

SECTION

2" RADIUS - TYP.

#4 REBAR HORIZ. - TOP, MIDDLE AND

BOTTOM

#4 REBAR VERT. PER PLAN

#4 TOP BARS PER PLAN W/ 6" HOOK - TYP.

SLOPE TO DRAIN

3/4" MINUS AGGREGATE BASE. - 6" DEPTH MIN.

-SEE SPECIFICATIONS.

1' -6

-4

-0 " D

3" C

2" CL

2" C

INSERT

CONCRETE ART BASE 'A' - 4' DIAMETER2

LA-10 SCALE: 1/2" = 1'-0"

ADJACENT MATERIAL VARIES. SEE PLAN.

NOTE:

1.SEE SPECIFICATION SECTION 32 13 13 FOR CAST-IN-PLACE CONCRETE REQUIREMENTS.

2. ALL EXPOSED SURFACES TO HAVE 'ACID ETCH' FINISH. SEE SPECIFICATIONS SECTION 32 13 13.

6" DIAMETER SCH 80 STEEL PIPE

FILLED WITH CONCRETE

CONE TOP

3' -6

CONCRETE WALK ABOVE

FOOTING

2'-0"

CONCRETE FOOTING4'

-0

COAT WITH BLACK EXPOXY

PAINT

BASE ROCK

4" 4"

BOLLARD POST

LA-10 SECTION

SCALE: 1/2" = 1 '- 0"

C H

SCALE: 3/4" = 1'-0"SECTION

SUBGRADE

AC PAVEMENT REPAIR - ALTERNATES #3 AND #4

3 X 2" (6" TOTAL DEPTH) OF LEVEL 2 ASPHALT CONCRETE; 1/2" DENSE.

LA-10

GEOTEXTILE FABRIC IF NEEDED. TO MATCH EXISTING.

3/4"…

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File details come from the government source that posted it. Updated Oct 27, 2025.