Part 3 Project Drawings SB Loop Pathway Improvements.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

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Written by GovTribe AI · Nov 12, 2025

South Beach Loop Pathway Improvements Project - Design Drawings Summary

This document comprises comprehensive project design drawings for the City of Newport's South Beach Loop Pathway Improvements project, prepared by Century West Engineering Services. The project encompasses pathway construction improvements across three primary locations: the Coastal Discovery Center at Camp Gray, SE 35th Street, and SE 40th Street in Newport, Oregon. The project deliverables include detailed construction plans, profiles, grading plans, driveway approaches, storm drainage systems, typical sections, and specification details spanning 32 sheets. The work involves constructing approximately 5.25 stations of gravel pathway at Camp Gray, over 17 stations of concrete sidewalk and asphalt pathway improvements along SE 35th Street, and approximately 8.85 stations of asphalt pathway along SE 40th Street. Construction scope includes utility coordination with Central Lincoln PUD, Astound Fiber, Charter Communications, and CenturyLink; installation of 8-inch C900 PVC storm drain systems with multiple catch basins; curb and gutter construction; ADA-compliant ramps and crosswalks; retaining walls; driveway approaches; and landscape buffer areas. The design accommodates existing utility infrastructure through careful routing and pothole verification requirements prior to construction.

The project design standards comply with the 2024 Oregon Standard Specifications for Construction and incorporate City of Newport standard details for all infrastructure elements. Contractor responsibilities include all erosion and sediment control measures, traffic management, utility notification and locating per Oregon Utility Notification Center requirements (call 1-800-332-2344 or 811), field verification of all connections, and protection of existing improvements. The design establishes maximum finished surface slopes of 2.0 percent for drainage, with typical pathway widths of 10 feet for primary routes and 5 feet for secondary connections. All storm drain connections feature Class B crushed aggregate backfill, and new structures are coordinated to avoid conflicts with existing utility crossings. The project requires contractors to obtain all necessary permits and licenses, maintain emergency access for fire department operations, and submit record drawings upon completion indicating any facility deviations from plans. Design documentation was finalized in November 2025 and prepared under Project Number 12447.01.5.02 by Century West Engineering, located in Lake Oswego, Oregon.

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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
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
South Beach Pathways Addenda 1 Plans 11-20-25.pdf	PDF	Nov 6, 2025

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S O

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A C

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O O

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

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 - 35TH ST

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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B E

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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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

1' MIN. COMPACTED

MATERIAL AS DIRECTED 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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MAX. SLOPE 2:1

COMPACT

SUBGRADE

WIDTH = 5'

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

4" CONCRETE SIDEWALKLANDSCAPE BUFFER,

PROVIDE POSITIVE

DRAINAGE

TYPICAL PATHWAY SECTION - SE 35TH STREET

SCALE: NTS

EXISTING ROADWAY (SEE DETAIL 2 ON

THIS SHEET FOR PAVEMENT REPAIR)

SLOPE

VARIES

PROPOSED CURB AND GUTTER

SAWCUT EXISTING ASPHALT

LEVEL 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.

2' TYP. FULL

DEPTH ACP

REPAIR

SLOPE

VARIES

EDGE OF PROPOSED

GUTTER EXISTING ASPHALT

GRIND AND INLAY WHERE SHOWN ON

PLANS. WIDTH VARIES:

7' STA 1+00.00 TO STA 4+40.00

FULL ROAD WIDTH: STA 4+40.00 TO STA

16+94.00

GRIND AND INLAY, LEVEL 2,

1/2" DENSE ASPHALTIC

CONCRETE, 2" THICKNESS.

GRIND DEPTH WILL BE SET

OFF EDGE OF GUTTER,

THICKNESS WILL VARY.

TYPICAL PAVEMENT REPAIR SECTION - SE 35TH

SCALE: NTS

TYPICAL PAVEMENT WIDENING SECTION - SE 35TH

SCALE: NTS

SAWCUT EXISTING ASPHALT

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

MIN. THICKNESS OR MATCH EXISTING,

WHICHEVER IS GREATER.

SLOPE VARIES

EXISTING

ASPHALT

SEE DETAIL 2 ON THIS SHEET FOR GRIND/INLAY INFORMATION.

VARIES

1' TYP.

EXISTING

EDGE OF

ASPHALT

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

COMPACTED DENSE GRADED

CRUSHED BASE ROCK.

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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 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 EASEMENT

12 R = 10.0'

R = 10.0'

6TYP.

PATHWAY PLAN

SCALE: 1" = 40'

4.0'

WMWM

2+00 2.0'

SDCB-1

STA: 2+70.62 OFF: 3.06 LT

RIM:14.49

IE OUT (S) 8" C900: 11.16

SUMP:9.66

8" C900, S = 1.00%, L = 2'

7.0'

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

-0.84% -0.50%

G R

A 1+

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EET 7

SE 35TH ST

R D

PATHWAY PLAN

SCALE: 1" = 20'

PATHWAY PROFILE

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 20'

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 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. REMOVE AND REINSTALL

EXISTING STOP SIGN AND STREET SIGNS ON NEW SIGN POST AT

LOCATION SHOWN. 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.

LEGEND

MILL & INLAY LIMITS, SEE DETAIL 2 ON SHEET 4. 17

SCALE: 1"=20'

0 2010

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

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

0.48%

: 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.

- 2 :1

6p m

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

R O

V E

M E

N T

P R

C T

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

PATHWAY PLAN

SCALE: 1" = 20'

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

PATHWAY PROFILE

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 20'

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 AND

CONNECT TO EXISTING MANHOLE.

SEE SHEET 26.

REMOVE EXISTING CURB, GUTTER,

AND ASPHALT. REMOVE EXISTING

CATCH BASIN AND MECHANICALLY

PLUG END OF PIPE.

REMOVE EXISTING CATCH BASIN

AND CONNECT EXISTING STORM

PIPE TO PROPOSED 8" STORM PIPE.

INSTALL ECCENTRIC COUPLERS AND

REDUCERS AS NECESSARY.

ADJUST EXISTING SANITARY

CLEANOUT TO MATCH FINISHED

GRADE.

ADJUSTING EXISTING WATER VALVE

CAN TO MATCH FINISHED GRADE.

WIDEN EXISTING ROADWAY PER

DETAIL 3 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.

CONSTRUCT GRAVEL DRIVEWAY

CONNECTION, 6" MIN. THICKNESS

AGGREGATE BASE.

4 8

5 6 9

LEGEND

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

5 6

SCALE: 1"=20'

0 2010

16 515

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

21 21

22 INSTALL 4" YELLOW LINE PER ODOT

STD. DWG. TM500.

WMWMWM

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.

- 2 :1

6p m

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

R O

V E

M E

N T

P R

C T

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

PATHWAY PLAN

SCALE: 1" = 20'

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

PATHWAY PROFILE

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 20'

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 3 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.

CONSTRUCT GRAVEL

DRIVEWAY CONNECTION, 6"

MIN. THICKNESS

AGGREGATE BASE.

5 6

LEGEND

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

13 9

305 SE 35TH ST

SCALE: 1"=20'

0 2010

510 10

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

WMWM

8+00 9+00 10+00 2.0'

SDCB-3

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

-0.35% -0.30%

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 :5

7p m

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

R O

V E

M E

N T

P R

C T

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

PATHWAY PLAN

SCALE: 1" = 20'

SCALE: 1"=20'

0 2010

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

PATHWAY PROFILE

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 20'

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 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 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.

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

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.

-1.59%

-1.15%

: 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 :5

7p m

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

R O

V E

M E

N T

P R

C T

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

PATHWAY PLAN

SCALE: 1" = 20'

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

PATHWAY PROFILE

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 20'

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

PIPE PER CITY STD. DET.

G-100. 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.

CONSTRUCT CONCRETE

DRIVEWAY CONNECTION, 6"

CONCRETE OVER 6"

AGGREGATE BASE.

5 6

LEGEND

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

SCALE: 1"=20'

0 2010

11 12

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

13+00 14+00 15+00

2.0'

SDCB-5

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

0.98%

128' VC

PVI = 10.95

PVI STA = 14+18.59

K = 59.97

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 :5

7p m

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

R O

V E

M E

N T

P R

C T

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

PATHWAY PLAN

SCALE: 1" = 20'

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

PATHWAY PROFILE

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 20'

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 CURBSIDE CATCH

BASIN INLET PER STD. DET.

D-300.

INSTALL 8" C900 PVC STORM

PIPE PER CITY STD. DET.

G-100. 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.

REMOVE SIGN AND

SALVAGE TO CITY.

ADJUST EXISTING GAS

VALVE CAN TO FINISHED

GRADE.

LEGEND

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

SCALE: 1"=20'

0 2010

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

17+25

16+00

17+00 2.0'

SDCB-6

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 :5

7p m

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

R O

V E

M E

N T

P R

C T

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

PATHWAY PLAN

SCALE: 1" = 20'

EXISTING GRADE AT PROPOSED EDGE OF

GUTTER LINE

PATHWAY PROFILE

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 20'

NEOLHA POINT HOANEOLHA POINT HOA

3617 SE ELM ST

3 4

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.

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 27.

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.

5 6

LEGEND

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

SCALE: 1"=20'

0 2010

7 10

FINISHED GRADE AT PROPOSED EDGE OF

GUTTER LINE

3+00

4+00

5+00

1+00 2+00 3+00

: 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_

0T H

S T.

- 1 :5

7p m

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

R O

V E

M E

N T

P R

C T

P A

A Y

S E

H S

S O

B E

A C

H L

O O

N O

V E

M B

E R

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 THE ROW LINE.

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.

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

ADJUST VALVE TO FINISHED GRADE.

ADJUST EXISTING ELECTRICAL BOX TO

FINISHED GRADE.

R = 5.0'

PATHWAY PLAN

SCALE: 1" = 20'

PATHWAY PLAN

SCALE: 1" = 20'

6 1

9 1

5+00

6+00

7+00

8+00

8+85

: 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_

0T H

S T.

- 1 :5

7p m

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

R O

V E

M E

N T

P R

C T

P A

A Y

S E

H S

S O

B E

A C

H L

O O

N O

V E

M B

E R

SE 40TH ST

C H

E, S

ATC

LIN

E, STA 7+25

SEE BELO

C H

E, S

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

PATHWAY PLAN

SCALE: 1" = 20'

PATHWAY 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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G R

A D

S E

H S

SE 40TH ST

GRADING PLAN - NW CORNER ASH ST & SE 40TH ST

SCALE: 1" = 5'

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'

24.0' 0.5%

5.0' 0.6%

7.0' 7.0% 16.6'

0.3%

5.0' 0.6%

5.0' 3.8%

24.0' 0.5%

7.0' 7.0%

17.1' 0.2%

5.0' 5.4%

5.0' 0.4%

5.0' 3.8%

5.0' 5.4%

5.0' 0.4%

TC: 31.39

FL/SW: 30.89

TC: 30.92

FL: 30.92

TC: 31.19

FL: 30.94

TC: 31.21

FL: 30.96

TC: 31.02

FL: 30.98 TC: 31.13

FL: 31.09

TC: 31.62

FL: 31.12

SW: 31.75

SW: 31.72

SW: 31.23

SW: 31.12SW: 31.31SW/TC: 31.29

SW: 31.02

TC: 31.52

SW: 30.99

TC: 31.49

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

FG: 31.22

MATCH EX

4'0.

16.1' 2.2%

16.2' 2.2% 7.0'

5.4% 24.0' 1.0%

15.0' 4.1%

7.0' 5.4%

9.4' 6.3%

24.0' 1.0%

9% 10

FG: 33.85

MATCH EX

SW: 35.03

TC: 34.34

FL: 33.84

TC: 33.72

FL: 33.68

TC: 33.47

FL: 33.43

SW: 34.44

SW: 33.82

SW: 33.57SW: 33.95

SW: 33.60

TC: 33.85

FL: 33.35TC: 33.50 (MATCH EX)

FL: 33.18 (MATCH EX)

TC: 34.39 (MATCH EX)

FL: 33.93 (MATCH EX)

15.0' 4.1% 8.7'

6.8%

4+00

FG: 34.25

MATCH EX

9% 6.

2'3.

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A D

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H S

S O

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A C

H L

O O

N O

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M B

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CONSTRUCTION NOTES

SCALE: 1"=10'

0 105

GRADING PLAN - DRIVEWAY APPROACH

SCALE: 1" = 10'

GRADING PLAN - DRIVEWAY APPROACH

SCALE: 1" = 10'

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

FG: 50.01

FG: 50.37

FG: 52.16 FG: 53.00

FG: 53.10

FG: 52.26

FG: 50.47FG: 50.11

86.3' 7.9%

8.0' 4.5%

17.9'10.0%

4.0' 21.0%

86.3' 7.9%

4.0' 9.0%

17.9'

10.0%

8.0' 10.5%

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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C H

C W

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R . V

O O

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W W

W .C

O , O

R O

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M E

N T

P R

C T

G R

A D

S E

H S

S O

B E

A C

H L

O O

N O

V E

M B

E R

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

GRADING PLAN - PATHWAY

SCALE: 1" = 10'

GRADING PLAN - PATHWAY

SCALE: 1" = 10'

GRADING LIMITS

FG: 53.10 FG: 63.25

FG: 62.03

62.6' 12.4%

20.0' 14.3%

62.6' 12.4%

20.0' 7.6%

8+00

FG: 65.20

FG: 64.55

FG: 64.91 (MATCH EX)

FG: 65.46 (MATCH EX)

FG: 60.85

FG: 60.75

EG: 61.98 EG: 64.34

EG: 64.77

EG: 64.31

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S O

B E

A C

H L

O O

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C H

E, S

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.

GRADING PLAN - PATHWAY

SCALE: 1" = 10'

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: 15.14

TW: 15.08

TW: 15.44

TW: 15.11 TW: 14.89

BW: 12.60

BW: 12.78

BW: 13.15

BW: 13.07 BW: 14.10

TW: 15.09

BW: 15.09

STA: 2+00.00, OFF: 8.00 LTSTA: 1+55.43, OFF: 8.00 LT

STA: 1+16.36, OFF: 8.00 LT

STA: 1+06.80, OFF: 8.00 LTSTA: 1+06.80, OFF: 8.00 LT

STA: 1+00.00, OFF: 8.00 LT

TW: 15.00

BW: 13.13

STA: 1+77.72, OFF: 8.00 LT

TW: 14.69

BW: 13.67

STA: 2+40.42, OFF: 8.00 LT TW: 14.61

BW: 13.45

STA: 2+55.42, OFF: 8.00 LT

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C H

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O O

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W W

W .C

O , O

P A

P R

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E M

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19 32

CURB RAMP PLAN

SCALE: 1" = 5'

GRADING PLAN

SCALE: 1" = 10'

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 RETAINING WALL PER DETAIL 2

ON SHEET 32.

INSTALL HANDRAIL PER ODOT STD. DRAWING

RD770.

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: 7.00 LT

STA: 14+40.00, OFF: 7.00 LT

STA: 14+60.00, OFF: 7.00 LT STA: 14+80.00, OFF: 7.00 LT

STA: 15+00.00, OFF: 7.00 LT

STA: 15+20.00, OFF: 7.00 LT

STA: 15+40.00, OFF: 7.00 LT

TW: 11.74

BW: 10.99

TW: 11.77

BW: 10.68

TW: 11.85

BW: 10.57

TW: 12.01

BW: 10.57 TW: 12.20

BW: 10.91

TW: 12.40

BW: 11.03

TW: 12.45

BW: 11.11

STA: 15+60.00, OFF: 7.00 LT

STA: 15+75.86, OFF: 7.00 LT

STA: 16+13.86, OFF: 7.00 LT

STA: 16+33.86, OFF: 7.00 LT

STA: 16+53.86, OFF: 7.00 LT

STA: 16+68.99, OFF: 7.00 LT

TW: 12.44

BW: 11.36

TW: 12.43

BW: 11.59

TW: 12.41

BW: 11.63

TW: 12.39

BW: 11.43

TW: 12.38

BW: 11.38

TW: 12.37

BW: 11.48

1" =1

: X :\P ro je ct s\

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20 32

GRADING PLAN

SCALE: 1" = 10'

ATC

LIN

E STA 15+50, SEE BELO

C H

+5 0, S

GRADING PLAN

SCALE: 1" = 10'

SCALE: 1"=10'

0 105

CONSTRUCT RETAINING WALL PER DETAIL 1

ON SHEET 32.

CONSTRUCTION NOTES

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

6.47% -1.00%

0+00 0+20

W M

0+00 0+20

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

9.08% -1.00%

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

4.29% -1.00%

0+00 0+20

: X :\P ro je ct s\

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A na ly si s\ C

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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

R O

V E

M E

N T

P R

C T

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

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

4.78%

-1.00%

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

8.62%

-1.00%

0+00 0+20

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

9.91%

-1.00%

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

9.48% -1.00%

0+00 0+20

: X :\P ro je ct s\

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N O

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C H

H O

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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

R O

V E

M E

N T

P R

C T

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 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

7.28% -1.00%

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

5.73% -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

2.18% -1.00%

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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

R O

V E

M E

N T

P R

C T

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

-8.90% -1.00%

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

-2.81% -1.00%

0+00 0+20

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

4.42% -1.00%

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

3.26% -1.00%

0+00 0+20

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DRIVEWAY DETAIL - STA 12+99.74

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 12+99.74

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 10'

DRIVEWAY DETAIL - STA 13+56.66

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 13+56.66

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 10'

DRIVEWAY DETAIL - STA 15+94.68

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 15+94.68

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 10'

DRIVEWAY DETAIL - STA 11+13.44

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 11+13.44

VERT. SCALE: 1" = 5'

HORZ. SCALE: 1" = 10'

SCALE: 1"=10'

0 105

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

8.47%

-1.00%

0+00 0+15

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DRIVEWAY DETAIL - STA 16+84.23

SCALE: 1" = 10'

DRIVEWAY PROFILE - STA 16+84.23

VERT. SCALE: 1" = 2'

HORZ. SCALE: 1" = 10'

SCALE: 1"=10'

0 105

0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70

EX-SDMH-1

STA: 4+02.62

RIM: 14.61

IE IN (E) 8" PVC: 10.04

IE OUT (W) 8" PVC: 9.94

SDCB-2

STA: 4+45.62

RIM: 14.87

SUMP: 8.97

IE IN (N) 8" PVC: 10.57

IE OUT (W) 8" PVC: 10.47

8" C900, S = 1.00%, L = 43'

8" C900, S = 1.00%, L = 8'EX. STORM PIPE

EX. STORM PIPE

0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45

8" C900, S = 0.50%, L = 27'

SDCB-3

STA: 9+56.75

RIM: 15.67

SUMP: 12.94

IE OUT (S) 8" PVC: 14.44

IE: 14.30

0+00 0+404+00

4+500+00

SDCB-2EX-SDMH-1

0+00 0+40

SDCB-4

0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45

SDCB-4

STA: 12+04.60

RIM: 13.37

SUMP: 10.33

IE OUT (S) 8" PVC: 11.83

8" C900, S = 0.50%, L = 25'

IE: 11.71

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STORM PLAN - SDCB-2

SCALE: 1" = 20'

STORM PROFILE - SDCB-2

VERT. SCALE: 1" = 4'

HORZ. SCALE: 1" = 20'

STORM PLAN - SDCB-3

SCALE: 1" = 20'

STORM PROFILE - SDCB-3

VERT. SCALE: 1" = 4'

HORZ. SCALE: 1" = 20'

STORM PLAN - SDCB-4

SCALE: 1" = 20'

STORM PROFILE - SDCB-4

VERT. SCALE: 1" = 4'

HORZ. SCALE: 1" = 20'

0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45

SDCB-5

STA: 14+18.58

RIM: 11.25

SUMP: 8.61

IE OUT (S) 8" PVC: 10.11

8" C900, S = 0.50%, L = 29'

IE: 9.96

0+00 0+40

SDCB-5

0+00 0+47

SDCB-6

0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50

SDCB-6

STA: 16+65.81

RIM: 11.87

SUMP: 8.38

IE OUT (S) 8" PVC: 9.88

IE: 9.71

8" C900, S = 0.50%, L = 35'

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STORM PLAN - SDCB-5

SCALE: 1" = 20'

STORM PROFILE - SDCB-5

VERT. SCALE: 1" = 4'

HORZ. SCALE: 1" = 20'

STORM…

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File details come from the government source that posted it. Updated Nov 12, 2025.