South Beach Pathways Addenda 1 Plans 11-20-25.pdf

PDF 24 MB Posted Nov 6, 2025

Attached to: South Beach Loop Path Improvements Project, Newport. , Oregon
Solicitation number: S-KN0010-00015264
Issued by: Klamath County, Oregon

About this file

Written by GovTribe AI · Nov 24, 2025

This is an Addendum 1 to the construction plans for the South Beach Loop Path Improvements Project, a municipal infrastructure initiative by the City of Newport, Oregon. The project encompasses three primary construction areas: the Coastal Discovery Center at Camp Gray, SE 35th Street, and SE 40th Street. The scope of work includes construction of multi-use pathways, concrete sidewalks, asphalt paving, curb and gutter installation, stormwater drainage infrastructure, ADA-compliant ramps and crosswalks, retaining walls, driveway approaches, and utility coordination across multiple sites. The addendum contains detailed construction plans, profiles, grading plans, typical sections, and specification details for all project components. The contractor must achieve Substantial Completion within 105 calendar days of Notice to Proceed, with final payment due within 30 additional days. A non-mandatory pre-bid conference was held on November 13, 2025, at Newport City Hall, with bids due November 24, 2025, at 2:00 p.m. at the Newport Planning Department.

The construction plans document includes comprehensive technical specifications referencing the 2024 Oregon Standard Specifications for Construction, utility coordination procedures with Central Lincoln PUD, Astound Fiber, Charter Communications, and CenturyLink, and environmental controls including erosion and sediment management requirements. The contractor assumes full responsibility for job site safety, existing improvement protection, daily cleanup, and compliance with OSHA requirements and utility notification protocols. All materials must conform to project specifications and city standards, with specific requirements for concrete sidewalks (4-inch thickness), asphalt paving (Level 2 with varying depths), storm drain piping (8-inch C900 PVC), and aggregate base materials. The project requires coordination with multiple utility lines including water, sanitary sewer, storm drain, gas, power, and communications infrastructure, with specific invert elevations and connection details provided throughout the plans.

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Other files

File	Type	Posted
Part 1 Contract Documents SB Loop Path Improvements~1.pdf	PDF	Nov 6, 2025
Bid Schedule _Addenda 1_CWE.docx	DOCX document	Nov 6, 2025
Part 2 Specifications SB Loop Path Improvements.pdf	PDF	Nov 6, 2025
Part 3 Project Drawings SB Loop Pathway Improvements.pdf	PDF	Nov 6, 2025
Preliminary Bid Results~70.xlsx	XLSX spreadsheet	Nov 6, 2025
Addenda1_SB_Pathways_20251120.pdf	PDF	Nov 6, 2025
SE 35th St Pothole Reports.zip	ZIP file	Nov 6, 2025

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VICINITY MAP

SOUTH BEACH LOOP

CITY OF NEWPORT

PATH IMPROVEMENT PROJECT

UOYEROFEB

LLA

POTENTIAL UNDERGROUND

FACILITY OWNERS

"ONE CALL"

UTILITY NOTIFICATION

CENTER 1-800-332-2344 OR 811

NEWPORT

PROJECT

SITE

SILETZ

PACIFIC

OCEAN

TOLEDO

LOGSDEN

LOCATION MAP

SHEET INDEX

COVER SHEET

NOTES & LEGEND

TYPICAL SECTIONS

PATHWAY PLAN - CAMP GRAY

SIDEWALK PLAN & PROFILE - SE 35TH ST

PATHWAY PLAN - SE 40TH ST

GRADING PLAN - SE 40TH ST

GRADING PLAN - SE 35TH ST

DRIVEWAY PLAN & PROFILE - 35TH ST

STORM PLAN & PROFILE

DETAILS

UTILITY CONTACT

CENTRAL LINCOLN PUD

JAKE PETTIS

T: 541-574-3639

E: JPETTIS@CENCOAST.COM

ASTOUND FIBER

STEVE STEPFANSKI

C: 541-270-2768

ASTOUND CABLE

JOE CHAVEZ

T: 503-302-7678

E: JOSEPH.CHAVEZ@ASTOUND.COM

CHARTER FIBER AND CABLE

BOBBY WEAVER

T: 541-301-3546

PROJECT TEAM

CITY OF NEWPORT

ANNA IAUKEA

URBAN RENEWAL PROJECT MANAGER

169 SW COAST HIGHWAY

NEWPORT, OR. 97365

T: 541-574-5868

E: A.IAUKEA@NEWPORTOREGON.GOV

CENTURY WEST ENGINEERING

RAWLEY VOORHIES, P.E.

5500 MEADOWS RD, #250

LAKE OSWEGO, OR 97035

T: 503-740-8444

E: RVOORHIES@CENTURYWEST.COM

NYHUS SURVEYING, INC.

(CAMP GRAY & SE 40TH ST)

ERIC NYHUS, P.L.S.

740 E THISSEL RD.

TIDEWATER, OR 97390

T: 541-961-7964

E: ERIC@NYHUSSURVEYING.COM

PROJECT

SITE

YAQUINA

CREEK

BAY

HARLAN

RDELK

CENTURYLINK

KERRY POZDER

T: 541-401-3099

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NORTHWEST LAND SURVEYING

(SE 35TH ST)

ROB WARD

1732 LAUREL PL. STE A

FLORENCE, OR 97439

T: 541-997-9201

E: ROB@NWLSINC.COM

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LEGEND

EXISTINGPROPOSED

RIGHT OF WAY

EASEMENT

WATER LINE

STORM DRAIN LINE

SANITARY SEWER LINE

GAS LINE

UNDERGROUND POWER LINE

UNDERGROUND COMM LINE

FENCE

CURB

SAWCUT LINE

WATER VALVE

FIRE HYDRANT

STORM MANHOLE

STORM CATCH BASIN

STORM CURB INLET

SANITARY MANHOLE

GAS LINE POST

SIGN

LIGHT POLE

BOLLARD

ELECTRICAL BOX

COMMUNICATIONS BOX

MONUMENT

SHRUB

BOULDER

CONCRETE

ASPHALT

X X

GENERAL NOTES

ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE BOOK "OREGON STANDARD

SPECIFICATIONS FOR CONSTRUCTION" (2024 EDITION) AND INCLUDING ANY ADDITIONS AND

MODIFICATIONS THAT ARE SET FORTH IN THE DRAWINGS AND SPECIFICATION AND OTHER

ORDINANCES AND REGULATIONS THAT MAY APPLY.

THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING

SAFETY OF ALL PERSONS AND PROPERTY; AND THAT THESE REQUIREMENTS SHALL APPLY

CONTINUOUSLY, AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE

CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER

HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR THE LIABILITY ARISING FROM

THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION AND SHORING

PROCEDURES AND CONFORM TO THE LATEST O.S.H.A. REQUIREMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL AND CLEAN UP OF ALL

CONSTRUCTION MATERIALS SPILLED ON PAVED STREETS, ONSITE AND OFFSITE.

THE CONTRACTOR SHALL PURSUE THE WORK IN A CONTINUOUS AND DILIGENT MANNER,

CONFORMING TO ALL THE PERTINENT SAFETY REGULATIONS, TO INSURE A TIMELY

COMPLETION OF THE PROJECT.

OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE RULES ADOPTED BY THE

OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010

THROUGH 952-001-0090 AND ORS 757-542 THROUGH ORS 757-562 AND ORS 757-993. THE

CONTRACTOR MAY OBTAIN COPIES OF THE RULES FROM THE CENTER BY CALLING (503)

246-1987.

ALL EXISTING UTILITY LOCATIONS, SIZES, AND DESCRIPTIONS AS SHOWN ON THESE

DRAWINGS ARE FROM SURFACES OBSERVATIONS USED IN CONJUNCTION WITH AVAILABLE

RECORDS, REFERENCE MAPS, DRAWINGS, AND VERBAL STATEMENTS SUPPLIED BY UTILITY

COMPANIES, AND MAY NOT BE WHOLLY ACCURATE OR RELIABLE. THE CONTRACTOR SHALL

NOTIFY ALL UTILITY COMPANIES WHICH MAY BE AFFECTED BY THE WORK TO OBTAIN

ASSISTANCE IN THE LOCATION OF EXISTING MAINS AND SERVICE CONNECTIONS. THE

CONTRACTOR SHALL ALSO CONTACT "ONE CALL" (1-800-332-2344) FOR UTILITY LOCATES 48

HOURS PRIOR TO EXCAVATION.

THE CONTRACTOR SHALL NOTIFY ALL ENTITIES INVOLVED (PUBLIC AND PRIVATE) 48 HOURS

PRIOR TO BEGINNING CONSTRUCTION, AND 48 HOURS PRIOR NOTICE FOR ALL SURVEYING

AND INSPECTIONS DURING CONSTRUCTION.

THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS AHEAD OF WORK TO INSURE

ANY CONFLICTS WITH ALIGNMENT AND/OR DEPTH OF PIPE CAN BE MADE. REFER TO NOTE 19.

ALL MATERIALS IN CONTACT WITH POTABLE WATER SHALL BE NSF 61 APPROVED.

ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE PROJECT DESIGN

SPECIFICATIONS AND DRAWINGS. THESE DRAWINGS SHALL BE COORDINATED AND USED IN

CONJUNCTION WITH THE TECHNICAL SPECIFICATIONS AND APPROVED SUBMITTALS.

THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, AND INSPECTIONS

FOR THE NEW FACILITIES AS REQUIRED BY LAWS, ORDINANCES, AND RULES GOVERNING

WORK SPECIFIED HEREIN.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SIGNING, BARRICADES,

AND TRAFFIC DELINEATION TO CONFORM TO THE STATE OF OREGON, DEPARTMENT OF

TRANSPORTATION.

THE WORK IN THIS CONTRACT INCLUDES ALL ONSITE AND OFFSITE WORK SHOWN ON THESE

DRAWINGS, DESCRIBED IN THE SPECIFICATIONS, OR REASONABLY IMPLIED.

THE CONTRACTOR SHALL AT ALL TIMES DURING CONSTRUCTION, PROTECT FROM DAMAGE

EXISTING IMPROVEMENTS ON AND AROUND THE SITE. INCLUDING, BUT NOT LIMITED TO,

PAVEMENT, CURB AND GUTTER, SIDEWALK, LANDSCAPING, SIGNAGE, STORM AND SANITARY

SEWER, AND ALL UTILITIES. THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR

THE REPAIR OF ANY IMPROVEMENTS (EXISTING OR PROPOSED) DAMAGED THROUGHOUT

THE COURSE OF CONSTRUCTION.

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES EMERGENCY ACCESS TO

THE PROJECT SITE TO THE SATISFACTION OF THE FIRE DEPARTMENT.

THE CONTRACTOR SHALL, UPON COMPLETION OF THE PROJECT, PREPARE AND SUBMIT TO

THE OWNER RECORD DRAWINGS INDICATING BY DIMENSION AND DESCRIPTION ANY

FACILITY CONSTRUCTED CONTRARY TO THAT SHOWN ON THESE PLANS.

THE CONTRACTOR SHALL USE POTHOLE INFORMATION TO FINALIZE INVERT ELEVATIONS

FOR ALL NEW STORM DRAIN INLET PIPING. NEW STRUCTURES SHALL NOT BE ORDERED

UNTIL EACH CONNECTION HAS BEEN CONFIRMED TO INSURE NEW PIPE WILL CLEAR

EXISTING UTILITY CROSSINGS. INVERT PLACEMENT RESULTING FROM LACK OF FIELD

EXPLORATION SHALL BE CONTRACTORS RESPONSIBILITY TO CORRECT AT NO COST TO

OWNER.

THE CONTRACTOR SHALL FIELD VERIFY ALL SAWCUT AND TIE-IN LOCATIONS WITH CITY OR

ENGINEER PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEMS, SPRINKLER HEADS,

ETC. IRRIGATION RELOCATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY AT NO COST

TO OWNER.

UTILITY NOTES

ALL EXISTING UTILITIES BEING TIED INTO SHALL BE EXPOSED TO CHECK FOR GRADE

CONFORMANCE TO THOSE SHOWN ON THE PLANS. IF A DISCREPANCY OCCURS.

CONTACT THE ENGINEER IMMEDIATELY BEFORE PROCEEDING.

NEW STORM DRAIN LINES SHALL BE BACKFILLED WITH CLASS B CRUSHED

AGGREGATE UNLESS SHOWN OTHERWISE.

OPERATION OF WATER VALVES SHALL BE DONE BY THE CITY OF NEWPORT STAFF

ONLY.

3. SD

EROSION CONTROL NOTES

THE CONTRACTOR SHALL INCORPORATE ADEQUATE DRAINAGE PROCEDURE DURING THE

CONSTRUCTION PROCESS TO ELIMINATE EXCESSIVE EROSION OR PONDING AND TO

PROTECT ADJACENT IMPROVEMENTS AND PROPERTIES FROM AN INFLUX OF RUNOFF OR

SEDIMENT. SEDIMENTATION FENCING IS REQUIRED AT THE LIMITS OF GRADING.

THE CONTRACTOR SHALL MAINTAIN A DUST CONTROL PROGRAM INCLUDING WATERING OF

OPEN AREAS. TRACKING OF DIRT ONTO THE EXISTING PAVEMENT OR ADJACENT STREETS

WILL NOT BE ALLOWED PRIOR TO CONSTRUCTION OF THE PROJECT. THE CONTRACTOR

SHALL STABILIZE ENTRANCES AND EQUIPMENT PARKING AREAS AND INSTALL GRAVEL

EQUIPMENT WASH DOWN AREAS.

ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO ANY

DISTURBANCE CAUSED BY GRADING AND SHALL CONFORM TO THE REQUIREMENTS STATE

AND FEDERAL REGULATIONS AND TO THE SPECIFIC REQUIREMENTS CONTAINED IN THE

SPECIFICATIONS.

EXISTING INLETS AND CATCH BASINS THAT MAY RECEIVE RUNOFF FROM THE PROJECT AREA

ARE TO BE PROTECTED PRIOR TO CONSTRUCTION. ALL INLETS AND CATCH BASINS ARE TO

BE PROTECTED IN ACCORDANCE WITH ODOT/APWA STANDARDS FOR EROSION AND

SEDIMENT CONTROL.

IN THE EVENT OF ANY EROSION CONTROL MEASURE FAILURE, IMMEDIATE ACTION SHALL BE

TAKEN TO REPAIR, REPLACE, OR CONSTRUCT ADDITION MEASURES AS REQUIRED TO

ENSURE ADEQUATE EROSION CONTROL PROTECTION.

ALL EROSION CONTROL MEASURES SHALL BE INSPECTED REGULARLY, PARTICULARLY

DURING AND AFTER STORM EVENTS, TO ENSURE ADEQUATE PERFORMANCE. MAINTENANCE

AND INSPECTION LOGS SHALL REMAIN ON SITE AND SHALL BE AVAILABLE TO THE CITY OF

NEWPORT UPON REQUEST.

ALL PESTICIDES, PETROLEUM PRODUCTS, CHEMICALS OR OTHER POTENTIAL POLLUTANTS

SHALL BE ADMINISTERED RESPONSIBLY WITH DISPOSAL AND SPILLS HANDLED IN

ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

C C

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SURVEY CONTROL NOTES

CAMP GRAY & SE 40TH STREET:

HORIZONTAL DATUM: OREGON COORDINATE REFERENCE SYSTEM,

OREGON COAST ZONE

VERTICAL DATUM: NAVD88

SE 35TH STREET:

HORIZONTAL DATUM: OREGON STATE PLANE "NORTH"

VERTICAL DATUM: NAVD88

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TYPICAL PATHWAY SECTION -

COASTAL DISCOVERY CENTER AT CAMP GRAY

SCALE: NTS

TYPICAL PATHWAY SECTION - SE 40TH STREET

SCALE: NTS

MAX. SLOPE 2:1

COMPACT

SUBGRADE

WIDTH = 10' UNLESS NOTED

OTHERWISE ON PLAN

1' MIN. COMPACTED

MATERIAL AS DIRECTED

4" OF 3 4"-0 OR 1"- 0" COMPACTED DENSE

GRADED CRUSHED BASE ROCK

1.0% TYP. (2.0% MAX

FINISHED SLOPE) MAX. SLOPE 2:1

3" OF LEVEL 2, 12" DENSE

ASPHALTIC CONCRETE (AC)

LANDSCAPE BUFFER,

PROVIDE POSITIVE DRAINAGE

EXISTING ROADWAY SLOPE

VARIES

EXISTING CURB

MAX. SLOPE 2:1

COMPACT

SUBGRADE

LANDSCAPE BUFFER, PROVIDE

POSITIVE DRAINAGE

STATION RANGES (LEFT)

STA 5+63.27 TO STA 8+26.97

STATION RANGES (LEFT)

STA 1+91.67 TO STA 3+59.69

STA 4+31.21 TO STA 5+63.27

MAX. SLOPE 2:1

WIDTH = 10' UNLESS NOTED

OTHERWISE ON PLAN

1' MIN. COMPACTED

MATERIAL AS DIRECTED

1.0% TYP. (2.0% MAX FINISHED

SLOPE)

MAX. SLOPE 2:1

COMPACT

SUBGRADE

3" OF 1/4"-3/4" GRAVEL

LANDSCAPE BUFFER, PROVIDE

POSITIVE DRAINAGE (TYP.)

NON-WOVEN GEOTEXTILE

FABRIC

RIGID PATHWAY

EDGING (BOTH SIDES)

4" OF 3 4"-0 OR 1"- 0" COMPACTED DENSE

GRADED CRUSHED BASE ROCK

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GEOTEXTILE FABRIC

MAX. SLOPE 2:1

1' MIN. COMPACTED

MATERIAL AS DIRECTED

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MAX. SLOPE 2:1

COMPACT

SUBGRADE

WIDTH = 5'

1' MIN. COMPACTED

MATERIAL AS DIRECTED

MAX. SLOPE 2:1

4" CONCRETE SIDEWALK

LANDSCAPE BUFFER,

PROVIDE POSITIVE

DRAINAGE

EXISTING ROADWAY

PROPOSED CURB

AND GUTTER

VARIES

SAWCUT

EXISTING

ASPHALT

SLOPE

VARIES

PROPOSED EDGE OF GUTTER

SLOPE

VARIES

EXISTING

EDGE OF

ASPHALT

20'

2' TYP. FULL

DEPTH ACP

REPAIR

EXISTING ASPHALT

SAWCUT EXISTING ASPHALT

VARIES

1' TYP.

EXISTING

EDGE OF

ASPHALT

10" MIN. OF 3/4"-0" OR 1"-0"

COMPACTED DENSE GRADED

CRUSHED BASE ROCK.

LEVEL 2, 1/2" DENSE ASPHALTIC

CONCRETE. 6" MIN. THICKNESS

OR MATCH EXISTING,

WHICHEVER IS GREATER.

STATION RANGES (RIGHT)

STA 5+05.57 TO 6+16.04

STA 6+39.39 TO 7+30.60

SAWCUT EXISTING ASPHALT

LEVEL 2, 1/2" DENSE ASPHALTIC CONCRETE. 6"

MIN. THICKNESS OR MATCH EXISTING,

WHICHEVER IS GREATER.

SLOPE

VARIES

EXISTING ASPHALT

GRIND AND INLAY, LEVEL 2, 1/2" DENSE

ASPHALTIC CONCRETE, 2" THICKNESS. GRIND

DEPTH WILL BE SET OFF EDGE OF GUTTER,

THICKNESS WILL VARY.

STATION RANGES (LEFT)

STA 1+00.00 TO 4+40.00

10" MIN. OF 3/4"-0" OR 1"-0"

COMPACTED DENSE GRADED

CRUSHED BASE ROCK.

1.0% TYP. (2.0% MAX

FINISHED SLOPE)

4" OF 3 4"-0 OR 1"- 0" COMPACTED DENSE

GRADED CRUSHED BASE ROCK

MONOLITHIC SIDEWALK

WITH WALL, SEE SHEET 32

STATION RANGES (LEFT)

STA 1+00.00 TO 2+00.00

STA 2+35.42 TO 2+55.42

STA 14+20.00 TO 15+25.00

GRIND 1" OF EXISTING ASPHALT & OVERLAY LEVEL 2,

1/2" DENSE ASPHALTIC CONCRETE, 2" THICKNESS

GRIND AND INLAY, LEVEL 2, 1/2"

DENSE ASPHALTIC CONCRETE,

THICKNESS VARIES 1" - 2". GRIND

DEPTH WILL BE SET OFF EDGE OF

GUTTER

GRIND AND INLAY, LEVEL 2, 1/2"

DENSE ASPHALTIC CONCRETE,

THICKNESS VARIES 1" - 2"

TYPICAL ROADWAY SECTION

SE 35TH STREET - STA 1+00 TO STA 15+25

SCALE: NTS

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1.0% TYP. (2.0% MAX

FINISHED SLOPE)

4" OF 3 4"-0 OR 1"- 0" COMPACTED DENSE

GRADED CRUSHED BASE ROCK

MONOLITHIC SIDEWALK

WITH WALL, SEE SHEET 32

STATION RANGES (LEFT)

STA 15+40.00 TO 15+75.86

STA 16+08.85 TO 16+73.79

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MAX. SLOPE 2:1

COMPACT

SUBGRADE

WIDTH = 5'

1' MIN. COMPACTED

MATERIAL AS DIRECTED

MAX. SLOPE 2:1

4" CONCRETE SIDEWALK

LANDSCAPE BUFFER,

PROVIDE POSITIVE

DRAINAGE

EXISTING ROADWAY

PROPOSED CURB

AND GUTTER

VARIES

SAWCUT EXISTING ASPHALT

PROPOSED EDGE OF GUTTER

SLOPE

VARIES

EXISTING

EDGE OF

ASPHALT

2' TYP. FULL

DEPTH ACP

REPAIR

EXISTING ASPHALTLEVEL 2, 1/2" DENSE ASPHALTIC CONCRETE. 6"

MIN. THICKNESS OR MATCH EXISTING,

WHICHEVER IS GREATER.

10" MIN. OF 3/4"-0" OR 1"-0"

COMPACTED DENSE GRADED

CRUSHED BASE ROCK.

TYPICAL ROADWAY SECTION

SE 35TH STREET - STA 15+40 TO STA 16+95

SCALE: NTS

GRIND AND INLAY, LEVEL 2, 1/2" DENSE ASPHALTIC

CONCRETE, 2" THICKNESS. GRIND DEPTH WILL BE

SET OFF EDGE OF GUTTER, THICKNESS WILL VARY.

REVERSE PAN GUTTER

2+00 3+00 4+00

5+00 5+25

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CONSTRUCTION NOTES

ABALO

NE ST

CONSTRUCT GRAVEL PATHWAY PER DETAIL 1

ON SHEET 3.

INSTALL 8" PVC STORM CULVERT WITH

MINIMUM 7" OF COVER AND CLASS B

BACKFILL PER CITY DETAIL G-101.

CONTRACTOR TO SALVAGE RIPRAP

MATERIAL AND COVER BACKFILL WITH

RIPRAP MATERIAL. MAINTAIN POSITIVE

DRAINAGE TO THE SOUTH AND INSTALL

CULVERT COVER PER DETAIL ON SHEET 30.

CONSTRUCT ASPHALT CONNECTION TO

EXISTING PATHWAY, SEE DETAIL 1 ON THIS

SHEET. ASPHALT SHALL PROVIDE POSITIVE

DRAINAGE AND BE 2% MAX. GRADE IN ALL

DIRECTIONS.

PROTECT EXISTING UTILITY PEDESTAL IN

PLACE.

PROTECT EXISTING FENCE.

INSTALL BOULDERS ADJACENT TO

PROPOSED PATHWAY.

SAWCUT 1' INTO EXISTING ASPHALT TO

PROVIDE CLEAN, VERTICAL EDGE AND

REMOVE EXISTING ASPHALT.

ASPHALT CONNECTION DETAIL

SCALE: NTS

15.0'

4" OF 3 4"-0 OR 1"-0"

COMPACTED DENSE

GRADED CRUSHED BASE

ROCK (95% ASTM D1557)

3" OF LEVEL 2, 1/2" DENSE

ASPHALTIC CONCRETE (AC)

SCALE: 1"=40'

0 4020

COASTAL

DISCOVERY

CENTER AT

CAMP GRAY

PROPOSED PERMANENT

EASEMENT

12 R = 10.0'

R = 10.0'

6TYP.

4.0'

PLAN

SCALE: 1" = 40'

WMWM

2+00 2.0'

SDCB-1

STA: 2+70.62 OFF: 3.06 LT

RIM:14.49

IE OUT (S) 8" C900: 8.43

SUMP:6.93

8" C900, S = 4.00%, L = 2'

7.0'

0+75 1+00 2+00 2+75

-0.84% -0.50%

G R

A 1+

G R

A 1+

(P C

G R

A 2+

: X :\P ro je ct s\

N ew po rt, C ity o f\2

So ut h Be ac h

Lo op

P at hw ay

A na ly si s\ C

W O

N G

\ P

H S_

R U

P R

5T H

S T.

- 1 1:

N O

O F

O N

C H

H O

C it y o f N ew p or t

D R

C H

C W

C T

N O

O U

G H

R . V

O O

R H

W W

W .C

O , O

/2 0/

D U

F R

D V

R O

V E

M E

N T

P R

C T

E W

P R

S E

H S

S O

B E

A C

H L

O O

N O

V E

M B

E R

ATC

LIN

E STA 2+75, SEE SH

EET 7

SE 35TH ST

R D

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

122 SE 35TH ST

125 SE 35TH ST

CONSTRUCTION NOTES

1 CONSTRUCT CONCRETE SIDEWALK PER DETAIL 1 ON SHEET 4.

CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD.

DET. T-151 AND DETAILS ON SHEET 21.

CONSTRUCT STANDARD CURB AND GUTTER PER CITY STD. DET.

T-301.

SEE DETAIL 2 ON SHEET 4 FOR ROADWAY RESURFACING DETAILS.

SAWCUT EXISTING ASPHALT TO PROVIDE CLEAN, VERTICAL EDGE

AND REMOVE EXISTING ASPHALT.

RESTORE ASPHALT PER CITY STD. DET. G-105.

ADJUST EXISTING WATER METER TO MATCH FINISHED GRADE.

PROTECT EXISTING UTILITY STRUCTURE IN PLACE.

CONSTRUCT ADA RAMP PER CITY STD. DET. T-212 AND DETAILS

ON SHEET 19.

INSTALL STANDARD CROSSWALK PER CITY STD. DET. T-215.

INSTALL IN-SIDEWALK CURB INLET PER CITY STD. DET. D-301.

INSTALL 8" C900 PVC STORM PIPE PER CITY STD. DET. G-100 AND

CONNECT TO EXISTING 18" STORM LINE.

REMOVE AND REINSTALL EXISTING SIGN AT LOCATION SHOWN.

VERIFY LOCATION WITH CITY STAFF PRIOR TO INSTALLATION.

CONSTRUCT RETAINING WALL. SEE SHEETS 19 & 20 FOR DETAILS.

PROTECT EXISTING SIGN POST AND EXISTING STREET SIGNS.

REMOVE AND SALVAGE EXISTING STOP SIGN. INSTALL NEW YIELD

SIGN ON EXISTING SIGN POST PER CITY STD. DET. T-450.

INSTALL NEW SIGN POST AND REINSTALL EXISTING STOP SIGN

AND STREET SIGNS PER CITY STD. DET. T-450.

INSTALL YIELD PAVEMENT MARKING PER ODOT STD. DWG. TM500.

PROTECT EXISTING CATCH BASIN AND ADJUST RIM AS

NECESSARY TO MATCH FINISHED GRADE.

INSTALL 1' WHITE STOP BAR PER CITY STD. DET. T-215.

INSTALL 4" NARROW DOUBLE YELLOW LINES PER ODOT STD. DWG.

TM500.

ADJUST EXISTING MANHOLE RIM AS NECESSARY TO MATCH

FINISHED GRADE.

REMOVE EXISTING STRIPING. VERIFY LIMITS OF REMOVAL WITH

ENGINEER.

CONSTRUCT ASPHALT DRIVEWAY CONNECTION, 3" ASPHALT OVER

6" AGGREGATE BASE. SEE DRIVEWAY SHEETS FOR

CONSTRUCTION INFORMATION.

REMOVE AND RELOCATE EXISTING STOP AHEAD SIGN.

COORDINATE LOCATION WITH ENGINEER.

REMOVE EXISTING STOP BAR.

LEGEND

MILL & INLAY LIMITS, SEE DETAIL 2 ON SHEET 4.

SCALE: 1"=20'

0 2010

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

PLAN

SCALE: 1" = 20'

PROFILE

HORZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

APPROX.

GRADING

LIMITS (TYP.)

PROPOSED

PERMANENT

EASEMENT

SCO

3+00

4+00

5+00

2.0'

7.0'

SDCB-2 20.0'

2+75 3+00 4+00 5+00 5+25

G R

A 4+

0.39% 0.61%

: X :\P ro je ct s\

N ew po rt, C ity o f\2

So ut h Be ac h

Lo op

P at hw ay

A na ly si s\ C

W O

N G

\ P

H S_

R U

P R

5T H

S T.

- 1 1:

N O

O F

O N

C H

H O

C it y o f N ew p or t

D R

C H

C W

C T

N O

O U

G H

R . V

O O

R H

W W

W .C

O , O

/2 0/

D U

F R

D V

R O

V E

M E

N T

P R

C T

E W

P R

S E

H S

S O

B E

A C

H L

O O

N O

V E

M B

E R

SE 35TH ST

C H

A 2+

, S

T 6 M

ATC

LIN

E STA 5+25, SEE SH

EET 8

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

209 SE 35TH ST143 SE 35TH ST

156 SE 35TH ST 208 SE 35TH ST 216 SE 35TH ST138 SE 35TH ST

CONSTRUCTION NOTES

1 CONSTRUCT CONCRETE SIDEWALK

PER DETAIL 1 ON SHEET 4.

CONSTRUCT RESIDENTIAL

DRIVEWAY APPROACH PER CITY

STD. DET. T-151 AND DETAILS ON

SHEETS 21 & 22.

CONSTRUCT STANDARD CURB AND

GUTTER PER CITY STD. DET. T-301.

SEE DETAIL 2 ON SHEET 4 FOR

ROADWAY RESURFACING DETAILS.

SAWCUT EXISTING ASPHALT TO

PROVIDE CLEAN, VERTICAL EDGE

AND REMOVE EXISTING ASPHALT.

RESTORE ASPHALT PER CITY STD.

DET. G-105.

ADJUST EXISTING WATER METER TO

MATCH FINISHED GRADE.

PROTECT EXISTING UTILITY

STRUCTURE IN PLACE.

INSTALL CURBSIDE CATCH BASIN

INLET PER STD. DET. D-300.

INSTALL 8" C900 PVC STORM PIPE

PER CITY STD. DET. G-100. SEE

SHEET 26.

REMOVE EXISTING CURB, GUTTER,

AND ASPHALT. REMOVE CURB INLET

LID AND MODIFY CATCH BASIN TO

ACCEPT CATCH BASIN LID.

ADJUST EXISTING CATCH BASIN TO

MATCH SIDEWALK ELEVATION.

MECHANICALLY PLUG EXISTING 6"

OUTLET. CONNECT PROPOSED PIPE.

ADJUST EXISTING SANITARY

CLEANOUT TO MATCH FINISHED

GRADE.

ADJUSTING EXISTING WATER VALVE

CAN TO MATCH FINISHED GRADE.

WIDEN EXISTING ROADWAY PER

DETAIL 2 ON SHEET 4.

CONSTRUCT COMMERCIAL

DRIVEWAY APPROACH PER CITY

STD. DET. T-152 AND DETAILS ON

SHEET 21.

REMOVE AND REINSTALL EXISTING

MAILBOX ON NEW MAILBOX

SUPPORT PER ODOT STD. DWG.

RD100. WIDEN SIDEWALK PER

DETAIL 1 ON SHEET 30.

INSTALL 4" NARROW DOUBLE

YELLOW LINES PER ODOT STD. DWG.

TM500.

ADJUST EXISTING MANHOLE RIM AS

NECESSARY TO MATCH FINISHED

GRADE.

CONSTRUCT ASPHALT DRIVEWAY

CONNECTION, 3" ASPHALT OVER 6"

AGGREGATE BASE. SEE DRIVEWAY

SHEETS FOR CONSTRUCTION

INFORMATION.

4 8

5 6 9

LEGEND

MILL & INLAY LIMITS, SEE DETAIL 2 ON SHEET 4.

5 6

14 14

SCALE: 1"=20'

0 2010

16 515

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

21 21

CONSTRUCT GRAVEL DRIVEWAY

CONNECTION, 6" MIN. THICKNESS

AGGREGATE BASE. SEE DRIVEWAY

SHEETS FOR CONSTRUCTION

INFORMATION.

INSTALL 4" YELLOW LINE PER ODOT

STD. DWG. TM500.

PLAN

SCALE: 1" = 20'

PROFILE

HORZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

APPROX.

GRADING

LIMITS (TYP.)

WMWM

6+00 7+00 2.0' 20.0'

5+25 6+00 7+00 7+75

G R

A 6+

H P

A 7+

G R

A 5+

1.01% 0.45%

: X :\P ro je ct s\

N ew po rt, C ity o f\2

So ut h Be ac h

Lo op

P at hw ay

A na ly si s\ C

W O

N G

\ P

H S_

R U

P R

5T H

S T.

- 1 1:

N O

O F

O N

C H

H O

C it y o f N ew p or t

D R

C H

C W

C T

N O

O U

G H

R . V

O O

R H

W W

W .C

O , O

/2 0/

D U

F R

D V

R O

V E

M E

N T

P R

C T

E W

P R

S E

H S

S O

B E

A C

H L

O O

N O

V E

M B

E R

SE 35TH ST

C H

A 5+

, S

ATC

LIN

E STA 7+75, SEE SH

EET 9

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

233 SE 35TH ST

334 SE 35TH STSE

O G

W O

O D

ST3514 SE

DOGWOOD ST216 SE 35TH ST

219 SE 35TH ST

CONSTRUCTION NOTES

1 CONSTRUCT CONCRETE

SIDEWALK PER DETAIL 1 ON

SHEET 4.

CONSTRUCT RESIDENTIAL

DRIVEWAY APPROACH PER CITY

STD. DET. T-151 AND DETAILS ON

SHEET 22 & 23.

CONSTRUCT STANDARD CURB

AND GUTTER PER CITY STD. DET.

T-301.

SEE DETAIL 2 ON SHEET 4 FOR

ROADWAY RESURFACING

DETAILS.

SAWCUT EXISTING ASPHALT TO

PROVIDE CLEAN, VERTICAL

EDGE AND REMOVE EXISTING

ASPHALT.

RESTORE ASPHALT PER CITY

STD. DET. G-105.

EXISTING UTILITY STRUCTURE

TO BE RELOCATED BY OTHERS.

ADJUST EXISTING MANHOLE RIM

AS NECESSARY TO MATCH

FINISHED GRADE.

REMOVE AND REINSTALL

EXISTING MAILBOX ON NEW

MAILBOX SUPPORT PER ODOT

STD. DWG. RD100. WIDEN

SIDEWALK PER DETAIL 1 ON

SHEET 30.

WIDEN EXISTING ROADWAY PER

DETAIL 2 ON SHEET 4.

ADJUST EXISTING WATER VALVE

CAN TO MATCH FINISHED

GRADE.

REMOVE EXISTING HYDRANT

AND INSTALL NEW HYDRANT PER

CITY STD. DET. W-300. EXTEND 6"

WATER LINE AS NEEDED.

ADJUST EXISTING WATER METER

TO MATCH FINISHED GRADE.

REMOVE EXISTING FENCE.

INSTALL FENCE OF SAME

MATERIAL/STYLE AT RIGHT OF

WAY LINE.

INSTALL 4" NARROW DOUBLE

YELLOW LINES PER ODOT STD.

DWG. TM500.

CONSTRUCT ASPHALT

DRIVEWAY CONNECTION, 3"

ASPHALT OVER 6" AGGREGATE

BASE. SEE DRIVEWAY SHEETS

FOR CONSTRUCTION

INFORMATION.

CONSTRUCT GRAVEL DRIVEWAY

CONNECTION, 6" MIN.

THICKNESS AGGREGATE BASE.

SEE DRIVEWAY SHEETS FOR

CONSTRUCTION INFORMATION.

SALVAGE EXISTING HEDGE AND

RELOCATE. SEE SPECIFICATION

SECTION 00320 FOR MORE

INFORMATION.

5 6

LEGEND

MILL & INLAY LIMITS, SEE DETAIL 2 ON SHEET 4.

13 9

305 SE 35TH ST

510 10

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

PLAN

SCALE: 1" = 20'

PROFILE

HORZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

APPROX.

GRADING

LIMITS (TYP.)

1SCALE: 1"=20'

0 2010

REMOVE AND RELOCATE EXISTING

MAILBOX. COORDINATE LOCATION

WITH ENGINEER.

SALVAGE EXISTING HEDGE AND

REPLANT. SEE SPECIFICATION

SECTION 00320 FOR MORE

INFORMATION.

WMWM

8+00 9+00 10+00 2.0'

SDCB-3

7+75 8+00 9+00 10+00 10+25

-0.23% -0.49%

G R

A 9+

: X :\P ro je ct s\

N ew po rt, C ity o f\2

So ut h Be ac h

Lo op

P at hw ay

A na ly si s\ C

W O

N G

\ P

H S_

R U

P R

5T H

S T.

- 1 1:

N O

O F

O N

C H

H O

C it y o f N ew p or t

D R

C H

C W

C T

N O

O U

G H

R . V

O O

R H

W W

W .C

O , O

/2 0/

D U

F R

D V

R O

V E

M E

N T

P R

C T

E W

P R

S E

H S

S O

B E

A C

H L

O O

N O

V E

M B

E R

SE 35TH ST

C H

A 7+

, S

T 8 M

ATC

LIN

E STA 10+25, SEE SH

EET 10

SCALE: 1"=20'

0 2010

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

ST354 SE 35TH ST

321 SE 35TH ST317 SE 35TH ST 357 SE 35TH ST

CONSTRUCTION NOTES

1 CONSTRUCT CONCRETE

SIDEWALK PER DETAIL 1 ON SHEET

CONSTRUCT RESIDENTIAL

DRIVEWAY APPROACH PER CITY

STD. DET. T-151 AND DETAILS ON

SHEET 23.

CONSTRUCT STANDARD CURB AND

GUTTER PER CITY STD. DET. T-301.

SEE DETAIL 2 ON SHEET 4 FOR

ROADWAY RESURFACING DETAILS.

SAWCUT EXISTING ASPHALT TO

PROVIDE CLEAN, VERTICAL EDGE

AND REMOVE EXISTING ASPHALT.

RESTORE ASPHALT PER CITY STD.

DET. G-105.

EXISTING UTILITY STRUCTURE TO

BE RELOCATED BY OTHERS.

ADJUST EXISTING MANHOLE RIM

AS NECESSARY TO MATCH

FINISHED GRADE.

INSTALL IN-SIDEWALK CURB INLET

PER CITY STD. DET. D-301.

INSTALL 8" C900 PVC STORM PIPE

WITH CLASS E BACKFILL PER CITY

STD. DET. D-330. SEE SHEET 26.

REMOVE EXISTING HYDRANT AND

INSTALL NEW HYDRANT PER CITY

STD. DET. W-300. EXTEND 6"

WATER LINE AS NEEDED.

REMOVE EXISTING FENCE. INSTALL

FENCE OF SAME MATERIAL/STYLE

AT RIGHT OF WAY LINE.

REMOVE EXISTING TREE.

REMOVE AND REINSTALL EXISTING

MAILBOX ON NEW MAILBOX

SUPPORT PER ODOT STD. DWG.

RD100. WIDEN SIDEWALK PER

DETAIL 1 ON SHEET 30.

ADJUST EXISTING WATER METER

TO MATCH FINISHED GRADE.

ADJUST EXISTING WATER VALVE

CAN TO MATCH FINISHED GRADE.

INSTALL 4" NARROW DOUBLE

YELLOW LINES PER ODOT STD.

DWG. TM500.

CONSTRUCT GRAVEL DRIVEWAY

CONNECTION, 6" MIN. THICKNESS

AGGREGATE BASE. SEE DRIVEWAY

SHEETS FOR CONSTRUCTION

INFORMATION.

CONTRACTOR TO HAND EXCAVATE

AROUND TREES. ROOTS LARGER

THAN 2" DIAMETER SHALL REQUIRE

CONTRACTOR TO OBTAIN

LICENSED ARBORIST FOR REVIEW

AND APPROVAL PRIOR TO

REMOVAL.

5 6

LEGEND

MILL & INLAY LIMITS, SEE DETAIL 2 ON SHEET 4.

14 15 7 12

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

18 18

PLAN

SCALE: 1" = 20'

PROFILE

HORZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

APPROX.

GRADING

LIMITS (TYP.)

SCO

11+00 12+00 2.0'

SDCB-4

10+25 11+00 12+00 12+75

G R

+4 8.

G R

+0 0.

G R

+0 0.

-1.59% -1.03%

-1.21%

: X :\P ro je ct s\

N ew po rt, C ity o f\2

So ut h Be ac h

Lo op

P at hw ay

A na ly si s\ C

W O

N G

\ P

H S_

R U

P R

5T H

S T.

- 1 1:

N O

O F

O N

C H

H O

C it y o f N ew p or t

D R

C H

C W

C T

N O

O U

G H

R . V

O O

R H

W W

W .C

O , O

/2 0/

D U

F R

D V

R O

V E

M E

N T

P R

C T

E W

P R

S E

H S

S O

B E

A C

H L

O O

N O

V E

M B

E R

SE 35TH ST

C H

+2 5, S

S H

9 M

ATC

LIN

E STA 12+75, SEE SH

EET 11

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

411 SE 35TH ST357 SE 35TH ST

408 SE 35TH ST 430 SE 35TH ST

CONSTRUCTION NOTES

1 CONSTRUCT CONCRETE

SIDEWALK PER DETAIL 1 ON

SHEET 4.

CONSTRUCT RESIDENTIAL

DRIVEWAY APPROACH PER

CITY STD. DET. T-151 AND

DETAILS ON SHEET 23.

CONSTRUCT STANDARD CURB

AND GUTTER PER CITY STD.

DET. T-301.

SEE DETAIL 2 ON SHEET 4 FOR

ROADWAY RESURFACING

DETAILS.

SAWCUT EXISTING ASPHALT

TO PROVIDE CLEAN, VERTICAL

EDGE AND REMOVE EXISTING

ASPHALT.

RESTORE ASPHALT PER CITY

STD. DET. G-105.

REMOVE EXISTING FENCE.

INSTALL FENCE OF SAME

MATERIALS/STYLE AT RIGHT

OF WAY LINE AND MAINTAIN

EXISTING GATE ACCESS.

PROTECT EXISTING UTILITY

STRUCTURE IN PLACE.

INSTALL CURBSIDE CATCH

BASIN INLET PER STD. DET.

D-300.

INSTALL 8" C900 PVC STORM

WITH CLASS E BACKFILL PER

CITY STD. DET. D-330. SEE

SHEET 26.

ADJUST EXISTING WATER

VALVE CAN TO MATCH

FINISHED GRADE.

REMOVE AND REINSTALL

EXISTING MAILBOX ON NEW

MAILBOX SUPPORT PER ODOT

STD. DWG. RD100. WIDEN

SIDEWALK PER DETAIL 1 ON

SHEET 30.

ADJUST EXISTING SANITARY

CLEANOUT TO MATCH

FINISHED GRADE.

CONSTRUCT COMMERCIAL

DRIVEWAY APPROACH PER

CITY STD. DET. T-152 AND

DETAILS ON SHEET 24.

INSTALL 4" NARROW DOUBLE

YELLOW LINES PER ODOT STD.

DWG. TM500.

ADJUST EXISTING MANHOLE

RIM AS NECESSARY TO MATCH

FINISHED GRADE.

CONSTRUCT ASPHALT

DRIVEWAY CONNECTION, 3"

ASPHALT OVER 6" AGGREGATE

BASE. SEE DRIVEWAY SHEETS

FOR CONSTRUCTION

INFORMATION.

5 6

LEGEND

MILL & INLAY LIMITS, SEE DETAIL 2 ON SHEET 4.

11 12

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

PLAN

SCALE: 1" = 20'

PROFILE

HORZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

APPROX.

GRADING

LIMITS (TYP.)

PROPOSED

PERMANENT

EASEMENT

SCALE: 1"=20'

0 2010

CONSTRUCT CONCRETE DRIVEWAY

CONNECTION, 6" CONCRETE OVER 6"

AGGREGATE BASE. SEE DRIVEWAY

SHEETS FOR CONSTRUCTION

INFORMATION.

13+00 14+00 15+00

2.0'

SDCB-5

4.5'

12+75 13+00 14+00 15+00 15+25

0.98%

165' VC

PVI = 10.95

PVI STA = 14+18.59

K = 75.21

P T

: X :\P ro je ct s\

N ew po rt, C ity o f\2

So ut h Be ac h

Lo op

P at hw ay

A na ly si s\ C

W O

N G

\ P

H S_

R U

P R

5T H

S T.

- 1 1:

N O

O F

O N

C H

H O

C it y o f N ew p or t

D R

C H

C W

C T

N O

O U

G H

R . V

O O

R H

W W

W .C

O , O

/2 0/

D U

F R

D V

R O

V E

M E

N T

P R

C T

E W

P R

S E

H S

S O

B E

A C

H L

O O

N O

V E

M B

E R

SE 35TH ST

C H

+7 5, S

S H

10 M

ATC

LIN

E STA 15+25, SEE SH

EET 12

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

NEOLHA POINT HOA475 SE 35TH ST411 SE 35TH ST

3617 SE ELM ST

CONSTRUCTION NOTES

1 CONSTRUCT CONCRETE

SIDEWALK PER DETAIL 1 ON

SHEET 4.

CONSTRUCT COMMERCIAL

DRIVEWAY APPROACH PER

CITY STD. DET. T-152 AND

DETAILS ON SHEET 24.

CONSTRUCT STANDARD CURB

AND GUTTER PER CITY STD.

DET. T-301.

SEE DETAIL 2 ON SHEET 4 FOR

ROADWAY RESURFACING

DETAILS.

SAWCUT EXISTING ASPHALT TO

PROVIDE CLEAN, VERTICAL

EDGE AND REMOVE EXISTING

ASPHALT.

RESTORE ASPHALT PER CITY

STD. DET. G-105.

ADJUST EXISTING MANHOLE

RIM AS NECESSARY TO MATCH

FINISHED GRADE.

INSTALL IN-SIDEWALK CURB

INLET PER CITY STD. DET.

D-301.

INSTALL 8" C900 PVC STORM

PIPE WITH CLASS E BACKFILL

PER CITY STD. DET. D-330. SEE

SHEET 27.

REMOVE AND REINSTALL

EXISTING SIGN AT LOCATION

SHOWN PER CITY STD. DET.

T-450. VERIFY LOCATION WITH

CITY STAFF PRIOR TO

INSTALLATION.

REMOVE EXISTING CATCH

BASIN AND MECHANICALLY

PLUG END OF PIPE.

ADJUST EXISTING WATER

VALVE CAN TO MATCH

FINISHED GRADE.

INSTALL 4" NARROW DOUBLE

YELLOW LINES PER ODOT STD.

DWG. TM500.

CONSTRUCT RETAINING WALL.

SEE SHEETS 19 & 20.

CONSTRUCT ASPHALT

DRIVEWAY CONNECTION, 3"

ASPHALT OVER 6" AGGREGATE

BASE. SEE DRIVEWAY SHEETS

FOR CONSTRUCTION

INFORMATION.

REMOVE SIGN AND SALVAGE

TO CITY.

ADJUST EXISTING GAS VALVE

CAN TO FINISHED GRADE.

PROTECT EXISTING WALL.

REMOVE EXISTING ASPHALT

AND RESTORE AREA WITH

3/4"-0 AGGREGATE BASE.

LEGEND

MILL & INLAY LIMITS, SEE DETAIL 2 ON SHEET 4.

SCALE: 1"=20'

0 2010

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

PLAN

SCALE: 1" = 20'

PROFILE

HORZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

APPROX.

GRADING

LIMITS (TYP.)

PROPOSED

PERMANENT

EASEMENT

EXISTING PUBLIC

ACCESS &

MAINTENANCE

EASEMENT

17+25

16+00

17+00 2.0'

4.5'

15+25 16+00 17+00 17+25

-0.06%

G R

+2 6.

G R

+0 1.

-0.06%

G R

+2 6.

G R

+0 1.

: X :\P ro je ct s\

N ew po rt, C ity o f\2

So ut h Be ac h

Lo op

P at hw ay

A na ly si s\ C

W O

N G

\ P

H S_

R U

P R

5T H

S T.

- 1 1:

N O

O F

O N

C H

H O

C it y o f N ew p or t

D R

C H

C W

C T

N O

O U

G H

R . V

O O

R H

W W

W .C

O , O

/2 0/

D U

F R

D V

R O

V E

M E

N T

P R

C T

E W

P R

S E

H S

S O

B E

A C

H L

O O

N O

V E

M B

E R

SE 35TH ST

C H

+2 5, S

S H

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

NEOLHA POINT HOANEOLHA POINT HOA

3617 SE ELM ST

3 4

CONSTRUCTION NOTES

1 CONSTRUCT CONCRETE

SIDEWALK PER DETAIL 1 ON

SHEET 4A.

CONSTRUCT COMMERCIAL

DRIVEWAY APPROACH PER

CITY STD. DET. T-152 AND

DETAILS ON SHEET 24.

CONSTRUCT STANDARD

CURB AND GUTTER PER

CITY STD. DET. T-301.

SEE DETAIL 2 ON SHEET 4

FOR ROADWAY

RESURFACING DETAILS.

SAWCUT EXISTING ASPHALT

TO PROVIDE CLEAN,

VERTICAL EDGE AND

REMOVE EXISTING

ASPHALT.

RESTORE ASPHALT PER

CITY STD. DET. G-105.

PROTECT EXISTING UTILITY

STRUCTURE IN PLACE.

ADJUST EXISTING HYDRANT

TO MATCH FINISHED

GRADE.

PROTECT EXISTING WALL

ADJUST EXISTING WATER

VALVE CAN TO MATCH

FINISHED GRADE.

REMOVE SIGN AND

SALVAGE TO CITY.

CONSTRUCT ASPHALT

TRANSITION FROM FINISHED

GRADE OF SIDEWALK TO

MATCH ELEVATION OF

EXISTING ROADWAY. LEVEL

2, 1/2" DENSE ASPHALTIC

CONCRETE, 3" MINIMUM

THICKNESS OVER 3/4"-0"

MINUS DENSE GRADED

CRUSHED BASE ROCK, 4"

THICKNESS.

INSTALL 4" NARROW

DOUBLE YELLOW LINES PER

ODOT STD. DWG. TM500.

CONSTRUCT RETAINING

WALL. SEE SHEETS 19 & 20

FOR DETAILS.

ADJUST EXISTING MANHOLE

RIM AS NECESSARY TO

MATCH FINISHED GRADE.

CONSTRUCT ASPHALT

DRIVEWAY CONNECTION, 2"

ASPHALT OVER 4"

AGGREGATE BASE. SEE

DRIVEWAY SHEETS FOR

CONSTRUCTION

INFORMATION.

5 6

LEGEND

MILL & INLAY LIMITS, SEE DETAIL 2 ON SHEET 4A.

SCALE: 1"=20'

0 2010

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

PLAN

SCALE: 1" = 20'

PROFILE

HORZ. SCALE: 1" = 20'

VERT. SCALE: 1" = 5'

APPROX.

GRADING

LIMITS (TYP.)

PROPOSED

PERMANENT

EASEMENT

EXISTING PUBLIC

ACCESS &

MAINTENANCE

EASEMENT

3+00

4+00

5+00

1+00 2+00 3+00

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CONSTRUCTION NOTES

SE 40TH ST

ATC

LIN

E, STA 3+00

SEE BELO

SE AS

H S

SCALE: 1"=20'

0 2010

C H

E, S

ATC

LIN

E, STA 5+00

SEE SH

EET 14

SE 40TH ST

T.L. 100

LRP PROPERTIES

T.L. 100

LRP PROPERTIES

CONSTRUCT ASPHALT PATHWAY PER DETAIL 2

ON SHEET 3.

CONSTRUCT DRIVEWAY APPROACH PER CITY

STD. DET. T-151 AND DETAILS ON SHEET 16.

EXISTING UTILITY STRUCTURE TO BE

RELOCATED BY OTHERS.

PROTECT EXISTING UTILITY STRUCTURE IN

PLACE.

RELOCATE EXISTING LIGHT POLE TO

LOCATION SHOWN, MODIFY CONDUIT/POWER

TO MATCH, AND ADJUST EXISTING JUNCTION

BOX TO PATHWAY FINISHED GRADE

ELEVATION.

PROTECT EXISTING CURB IN PLACE.

REMOVE EXISTING CATCH BASIN AND

MECHANICALLY PLUG END OF PIPE.

REMOVE EXISTING CURB TO EDGE OF

RECONSTRUCTION LIMITS.

ADJUST EXISTING MANHOLE LID TO MATCH

FINISHED GRADE.

CONSTRUCT ADA RAMP PER CITY STD. DET.

T-212 AND DETAILS ON SHEET 15.

INSTALL CONTINENTAL CROSSWALK PER CITY

STD. DET. T-215.

RESTORE 1' WHITE STOP BAR PER CITY STD.

DET. T-215.

REMOVE AND REINSTALL EXISTING SIGN AT

LOCATION SHOWN. VERIFY LOCATION WITH

CITY STAFF PRIOR TO INSTALLATION.

REMOVE EXISTING ASPHALT TO LIMITS SHOWN

AND RESTORE ASPHALT PER CITY STD. DET.

G-105.

ADJUST VALVE TO FINISHED GRADE.

ADJUST EXISTING ELECTRICAL BOX TO

FINISHED GRADE.

INSTALL IN-SIDEWALK CURB INLET PER CITY

STD. DET. D-301.

INSTALL 8" C900 PVC STORM PIPE PER CITY

STD. DET. G-100. SEE SHEET 27.

R = 5.0'

6 1

9 1

17 18SDCB-6

PLAN

SCALE: 1" = 20'

PLAN

SCALE: 1" = 20'

5+00

6+00

7+00

8+00

8+85

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SEE BELO

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SCALE: 1"=20'

0 2010

PROPOSED EASEMENT

T.L. 101

LRP PROPERTIES

T.L. 101

LRP PROPERTIES

T.L. 101

LRP PROPERTIES

R = 10.0'

R = 20.0'

R = 10.0'

CONSTRUCT ASPHALT PATHWAY PER DETAIL 2

ON SHEET 3.

PROTECT EXISTING CURB IN PLACE.

PROTECT EXISTING UTILITY STRUCTURE IN

PLACE.

INSTALL 2' WIDE CONCRETE PAD MATCHING

THE WIDTH OF THE PATHWAY WITH

TRUNCATED DOMES PER CITY STD. DET'S

T-210 & T-214.

INSTALL LANDSCAPING BETWEEN PROPOSED

PATHWAY & PUMP STATION BUILDING,

COORDINATE WITH CITY FOR PLANTING

DETAILS.

CONSTRUCTION NOTES

SE 40TH ST

PLAN

SCALE: 1" = 20'

0%5.

0' 4.

SW: 30.92

TC: 31.42

SW: 30.99

TC: 31.49

SW: 30.77

TC: 31.27

SW: 30.25

TC: 30.75

GUT: 30.67

GUT: 30.42

TC: 30.70

FL/SW: 30.20

GUT: 30.16

SW: 30.51

TC: 31.01

SW: 30.18

TC: 30.68

FL: 29.71 (MATCH EX)

SW/TC: 30.21

GUT: 29.73 (MATCH EX)

TC: 31.26 (MATCH EX)

FL: 30.82 (MATCH EX)

GUT: 30.83 (MATCH EX)

TC: 30.96

FL/SW: 30.46

TC: 31.21

FL/SW: 30.71

TC: 30.12

FL: 30.12

GUT: 30.12

TC: 30.87

FL: 30.87

GUT: 30.87

SW: 31.30 (MATCH EX)

TC: 31.30 (MATCH EX)

TC: 31.44

FL/SW: 30.94

GUT: 30.92

SW: 30.00 (MATCH EX)

SW: 29.80 (MATCH EX)

TC: 30.15 (MATCH EX)

5.9' 1.0%

5.5'

1.0%

5.5' 1.0%

5.4' 1.0%

5.2' 1.0%

3.4

7.6

3.4'

7.4% 5.

0' 1.

0%5.

5.0' 1.4%

5.9' 3.4%

7.0' 5.5% 3.4'

6.6%

4.8' 4.7%7.0'

5.3% 5.0'

1.0% 5.4'4.7%

5.5 '4.7

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SE 40TH ST

SCALE: 1"=5'

0 52.5

INSTALL TRUNCATED DOMES PER CITY STD.

DET. T-214.

CONSTRUCT STANDARD CURB AND GUTTER

PER CITY STD. DET. T-301.

CONSTRUCT TYPE C CURB PER CITY STD. DET.

T-301.

SAWCUT EXISTING ASPHALT TO PROVIDE

CLEAN, VERTICAL EDGE AND REMOVE

EXISTING ASPHALT.

PROTECT IN PLACE.

PAINT CURB YELLOW BETWEEN CURB RAMPS.

CONSTRUCTION NOTES

TURNING SPACE. MIN. LEVEL AREA

4'X4'. FOR THE PURPOSES OF THIS

APPLICATION, A MAX. 2.0% FINISHED

SURFACE SLOPE (FOR DRAINAGE) IS

CONSIDERED LEVEL.

TRUNCATED DOME DETECTABLE

WARNING SURFACE.

SLOPE 7.5% MAX.

(MAX. 8.3% FINISHED SURFACE SLOPE)

SLOPE 1.5% MAX.

(MAX. 2.0% FINISHED SURFACE SLOPE)

(NORMAL SIDEWALK CROSS SLOPE)

LEGEND

R15.0'

PLAN - NW CORNER ASH ST & SE 40TH ST

SCALE: 1" = 5'

24.0' 0.6%

5.0' 0.4%

15.6' 1.0%

5.0' 0.4%

5.7' 6.5%

24.0' 0.6%

8.0' 7.0%

16.1' 0.9%

5.7' 7.3% 5.7'

6.5%

5.7' 7.3%

3.7' 0.0%

TC: 31.30

FL/SW: 30.80

TC: 30.78

FL: 30.78

TC: 31.19

FL: 30.69

TC: 31.19

FL: 30.69

TC: 30.82

FL: 30.78 TC: 30.96

FL: 30.92

TC: 31.52

FL: 31.02

SW: 31.77

SW/TC: 31.62

SW: 31.06

TC: 31.56

SW: 30.92

TC: 31.42SW/TC: 31.29

SW/TC: 31.29

SW: 30.88

TC: 31.38

SW: 30.90

TC: 31.40

TC: 31.62

FG: 31.30

MATCH EX

TC: 31.29 (MATCH EX)

FL: 30.85 (MATCH EX)

TC: 31.67 (MATCH EX)

FL: 31.20 (MATCH EX)

1+00

2+00

TC: 31.56

FG: 31.54

MATCH EX

3.7' 0.0%

8.0' 7.0%

16.1' 2.2%

16.2' 2.1% 7.0'

5.6% 24.0' 1.5%

15.0' 5.7%

7.0' 5.7%

9.4' 2.8%

24.0' 1.5%

TC: 34.24

FG: 33.85

MATCH EX

SW: 35.03

TC: 34.67

FL: 34.17

TC: 33.82

FL: 33.78

TC: 33.45

FL: 33.41

SW/TC: 34.77

SW: 33.92

TC: 34.42

SW: 33.55

TC: 34.05

SW/TC: 33.95

SW: 33.60

TC: 33.84

FL: 33.34TC: 33.50 (MATCH EX)

FL: 33.18 (MATCH EX)

TC: 34.93 (MATCH EX)

FL: 34.39 (MATCH EX)

15.0' 5.7% 8.7'

3.0%

4+00

TC: 34.63

FG: 34.25

MATCH EX

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CONSTRUCTION NOTES

SCALE: 1"=10'

0 105

SE 40TH ST

T.L. 101

LRP PROPERTIES

SE 40TH ST

TURNING SPACE. MIN. LEVEL AREA

4'X4'. FOR THE PURPOSES OF THIS

APPLICATION, A MAX. 2.0% FINISHED

SURFACE SLOPE (FOR DRAINAGE) IS

CONSIDERED LEVEL.

TRUNCATED DOME DETECTABLE

WARNING SURFACE.

SLOPE 7.5% MAX.

(MAX. 8.3% FINISHED SURFACE SLOPE)

SLOPE 1.5% MAX.

(MAX. 2.0% FINISHED SURFACE SLOPE)

(NORMAL SIDEWALK CROSS SLOP)

LEGEND

INSTALL TRUNCATED DOMES PER CITY STD.

DET. T-214.

CONSTRUCT DRIVEWAY APPROACH PER CITY

STD. DWG. T-151 AND DETAILS ON SHEET 29.

CONSTRUCT TYPE C CURB PER CITY STD. DET.

T-301.

SAWCUT EXISTING ASPHALT TO PROVIDE

CLEAN, VERTICAL EDGE AND REMOVE

EXISTING ASPHALT.

3 4

PLAN

SCALE: 1" = 10'

PLAN

SCALE: 1" = 10'

FG: 50.01

FG: 50.60

FG: 52.40 FG: 53.00

FG: 53.10

FG: 52.50

FG: 50.70FG: 50.11

86.3' 7.9%

8.0' 7.4%

17.9'10.1%

4.0' 15.0%

86.3' 7.9%

4.0' 14.7%

17.9'

10.1%

8.0' 7.5%

7+00

FG: 39.49

FG: 40.25

FG: 42.81

FG: 43.22

FG: 43.32

FG: 42.91

FG: 40.35

FG: 39.59

6.6'

11.6%

44.1'

5.8%

14.0'

2.9%

12.9'5.8%

44.1'5.8%

7.0'5.9%

6+00

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SCALE: 1"=10'

0 105

CONSTRUCTION NOTES

CONSTRUCT ASPHALT PATHWAY

PER DETAIL 2 ON SHEET 3.

PROTECT EXISTING UTILITY

STRUCTURE IN PLACE.

ATC

LIN

E, STA 7+50

SEE SH

EET 18

C H

E, S

ATC

LIN

E, STA 6+50

SEE BELO

APPROXIMATE GRADING LIMITS

PLAN

SCALE: 1" = 10'

FG: 53.10 FG: 63.60

FG: 62.47

68.6' 14.8%

14.0' 3.1%

68.6' 14.8%

14.0' 6.4%

8+00

FG: 65.20

FG: 64.55

FG: 64.91 (MATCH EX)

FG: 65.46 (MATCH EX)

FG: 63.26

FG: 63.16

EG: 61.98 EG: 64.34

EG: 64.77

EG: 64.31

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SCALE: 1"=10'

0 105

CONSTRUCTION NOTES

1 INSTALL 2' X 10' CONCRETE

PAD WITH TRUNCATED

DOMES PER CITY STD.

DET'S T-210 & T-214.

CONSTRUCT ASPHALT

PATHWAY PER DETAIL 2 ON

SHEET 3.

SAWCUT EXISTING

ASPHALT TO PROVIDE

CLEAN, VERTICAL EDGE

AND REMOVE EXISTING

ASPHALT.

RESTORE ASPHALT PER

CITY STD. DET. G-105.

APPROXIMATE GRADING LIMITS

FL/TC: 15.09

GUT: 15.12

SW: 15.14

SW: 15.08

TC: 15.53

FL: 15.03

GUT: 15.06

TC: 15.39

FL: 14.89

GUT: 14.98

SW: 15.44

5.0'1.0%

8.8' 4.1%

7.0' 5.1%

5.0' 1.0%

6.3' 1.0%

5.0' 1.2%

5.0' 1.0%

WMWM

TW: 15.64

TW: 15.58

TW: 15.94

TW: 15.61 TW: 15.39

BW: 12.78

BW: 13.03

BW: 13.33

BW: 13.23 BW: 14.16

TW: 15.59

BW: 15.14

STA: 2+00.00, OFF: 7.50 LTSTA: 1+55.42, OFF: 7.53 LT

STA: 1+16.33, OFF: 7.51 LT

STA: 1+06.80, OFF: 7.51 LTSTA: 1+06.80, OFF: 7.51 LT

STA: 1+00.66, OFF: 7.47 LT

TW: 15.50

BW: 13.26

STA: 1+77.72, OFF: 7.51 LT

TW: 14.28

BW: 14.28

STA: 2+35.40, OFF: 7.51 LT

TW: 15.11

BW: 13.48

STA: 2+55.43, OFF: 7.52 LT

TW: 15.18

BW: 13.77

STA: 2+40.40, OFF: 7.51 LT VA

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CURB RAMP PLAN

SCALE: 1" = 5'

TURNING SPACE. MIN. LEVEL AREA

4'X4'. FOR THE PURPOSES OF THIS

APPLICATION, A MAX. 2.0% FINISHED

SURFACE SLOPE (FOR DRAINAGE) IS

CONSIDERED LEVEL.

TRUNCATED DOME DETECTABLE

WARNING SURFACE.

SLOPE 7.5% MAX.

(MAX. 8.3% FINISHED SURFACE SLOPE)

SLOPE 1.5% MAX.

(MAX. 2.0% FINISHED SURFACE SLOPE)

(NORMAL SIDEWALK CROSS SLOPE)

LEGEND

INSTALL TRUNCATED DOMES PER CITY STD.

DET. T-214.

CONSTRUCT STANDARD CURB AND GUTTER

PER CITY STD. DET. T-301.

CONSTRUCT TYPE C CURB PER CITY STD. DET.

T-301.

SAWCUT EXISTING ASPHALT TO PROVIDE

CLEAN, VERTICAL EDGE AND REMOVE

EXISTING ASPHALT.

RESTORE ASPHALT PER CITY STD. DET. G-105.

CONSTRUCT MONOLITHIC RETAINING WALL

PER DETAIL 1 ON SHEET 32.

INSTALL HANDRAIL PER DETAILS ON SHEET 32

CONSTRUCTION NOTES

SCALE: 1"=5'

0 52.5

SCALE: 1"=10'

0 105

CURB RAMP PLAN

SCALE: 1" = 5'

SCALE: 1"=5'

0 52.5

R = 25'

STA: 14+20.00, OFF: 7.50 LT

STA: 14+40.00, OFF: 7.50 LT

STA: 14+60.00, OFF: 7.50 LT STA: 14+80.00, OFF: 7.50 LT

STA: 15+00.00, OFF: 7.50 LT

STA: 15+20.00, OFF: 7.50 LT

STA: 15+40.00, OFF: 7.50 LT

TW: 12.35

BW: 10.90

TW: 12.36

BW: 10.59

TW: 12.42

BW: 10.46

TW: 12.54

BW: 10.36 TW: 12.70

BW: 10.79

TW: 12.90

BW: 10.94

TW: 13.14

BW: 11.06

STA: 15+60.00, OFF: 7.50 LT

STA: 15+75.86, OFF: 7.50 LT

STA: 16+13.86, OFF: 7.00 LT

STA: 16+33.86, OFF: 7.50 LT

STA: 16+53.86, OFF: 7.50 LT

STA: 16+68.99, OFF: 7.50 LT

TW: 13.13

BW: 11.32

TW: 12.93

BW: 11.53

TW: 13.09

BW: 11.63

TW: 13.08

BW: 11.26

TW: 13.07

BW: 11.17

TW: 12.87

BW: 11.46

STA: 16+18.81, OFF: 7.00 LT

TW: 13.09

BW: 11.49

STA: 16+23.83, OFF: 7.50 LT

TW: 13.08

BW: 11.43

STA: 16+08.82, OFF: 7.50 LT

TW: 11.95

BW: 11.82

1" =1

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20 32

ATC

LIN

E STA 15+50, SEE BELO

C H

+5 0, S

SCALE: 1"=10'

0 105

CONSTRUCT MONOLITHIC RETAINING WALL

PER DETAIL 1 ON SHEET 32.

CONSTRUCTION NOTES

PLAN

SCALE: 1" = 20'

W M

0+00 0+20

0+00 0+05 0+10 0+15 0+20

8.61%

1.00%

0+00 0+05 0+10 0+15 0+20

6.13% -1.00%

0+00 0+20

W M

0+00 0+20

0+00 0+05 0+10 0+15 0+20

8.25% -1.00%

0+00 0+05 0+10 0+15 0+20

3.21% -1.00%

0+00 0+20

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DRIVEWAY DETAIL - STA 2+26.49

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 2+26.49

VERT. SCALE: 1" = 2'

HORZ. SCALE: 1" = 10'

SCALE: 1"=10'

0 105

DRIVEWAY DETAIL - STA 2+95.82

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 2+95.82

VERT. SCALE: 1" = 2'

HORZ. SCALE: 1" = 10'

DRIVEWAY DETAIL - STA 3+29.06

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 3+29.06

VERT. SCALE: 1" = 2'

HORZ. SCALE: 1" = 10'

DRIVEWAY DETAIL - STA 4+19.15

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 4+19.15

VERT. SCALE: 1" = 2'

HORZ. SCALE: 1" = 10'

0+20

0+00

0+00 0+05 0+10 0+15 0+20

3.71% -1.00%

0+00 0+05 0+10 0+15 0+20

8.62%

-1.00%

0+00 0+20 0+00 0+20

0+00 0+05 0+10 0+15 0+20

10.19%

-1.00%

0+00 0+05 0+10 0+15 0+20

9.48% -1.00%

0+00 0+20

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D U

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S O

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A C

H L

O O

N O

V E

M B

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SCALE: 1"=10'

0 105

DRIVEWAY DETAIL - STA 4+52.88

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 4+52.88

VERT. SCALE: 1" = 2'

HORZ. SCALE: 1" = 10'

DRIVEWAY DETAIL - STA 5+81.69

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 5+81.69

VERT. SCALE: 1" = 2'

HORZ. SCALE: 1" = 10'

DRIVEWAY DETAIL - STA 6+14.69

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 6+14.69

VERT. SCALE: 1" = 2'

HORZ. SCALE: 1" = 10'

DRIVEWAY DETAIL - STA 6+97.72

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 6+97.72

VERT. SCALE: 1" = 2'

W M

0+00 0+20

0+00 0+05 0+10 0+15 0+20

8.13% -1.00%

0+00 0+05 0+10 0+15 0+20

7.30% -1.00%

0+00 0+20 0+00 0+20

0+00 0+05 0+10 0+15 0+20

2.40% -1.00%

0+00 0+20

0+00 0+05 0+10 0+15 0+20

5.58% -1.00%

: X :\P ro je ct s\

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/2 0/

D U

F R

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V E

M E

N T

P R

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D R

W A

Y P

R O

5T H

S T

S O

B E

A C

H L

O O

N O

V E

M B

E R

SCALE: 1"=10'

0 105

DRIVEWAY DETAIL - STA 7+58.49

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 7+58.49

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 10'

DRIVEWAY DETAIL - STA 8+19.56

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 8+19.56

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 10'

DRIVEWAY DETAIL - STA 10+81.92

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 10+81.92

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 10'

DRIVEWAY DETAIL - STA 8+62.95

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 8+62.95

VERT. SCALE: 1" = 5'

0+20

0+00

0+00 0+05 0+10 0+15 0+20

-7.85% -1.00%

0+00 0+05 0+10…

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File details come from the government source that posted it. Updated Nov 24, 2025.