23PW13 - Project Drawings.pdf

PDF 13 MB Posted May 9, 2023

Attached to: Project No. 23PW13 - Kline Street ADA Ramps
Solicitation number: S-KR1079-00006873
Issued by: Douglas County, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

This document contains project drawings for Project No. 23PW13 - Kline Street ADA Ramps, a state and local contract opportunity issued by Douglas County, Oregon. The project involves the construction of ADA-compliant ramps along Kline Street. No further details are provided in this document about the specific scope of work, item quantities, response deadlines, site visits, award information, or contract term.

View the file

Other files

File	Type	Posted
23PW13 - Bid Opening Results.pdf	PDF	May 9, 2023
23PW13 - Bid Specification Documents.pdf	PDF	May 9, 2023
23PW13 - Notice of Intent to Award.pdf	PDF	May 9, 2023
Mandatory_Bid_Form Steel Materials for Enterprise Shop amended.pdf	PDF	May 9, 2023

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c t

N A

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

N W

K l i n e

S t r e e t

D A u r b

R a m p

R e h a b i l i t a t i o n

GENERAL NOTES:

1. THE 2021 EDITION OF THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION

PREPARED BY THE OREGON DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC

WORKS ASSOCIATION OREGON CHAPTER WILL BE CONSIDERED THE STANDARD

SPECIFICATIONS.

2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL

APPLICABLE PERMITS, LICENSES AND CERTIFICATES RELATIVE TO THE TRADES TO

COMPLETE THE PROJECT AND FOR THE USE OF SUCH WORK WHEN COMPLETED.

COMPLIANCE SHALL BE AT ALL LEVELS, FEDERAL, STATE, COUNTY, AND LOCAL, RELATING

TO THE PERFORMANCE OF THE WORK.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO

CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY UTILITIES IN CONFLICT WITH THE

PROPOSED CONSTRUCTION. THE LOCATIONS, DEPTH AND DESCRIPTION OF EXISTING UTILITIES

SHOWN WERE COMPILED FROM AVAILABLE RECORDS. THE ENGINEER OR UTILITY COMPANIES DO NOT

GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN, MAY EXIST WITHIN THE WORK AREA.

4. OREGON LAW REQUIRES THAT THE RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER BE

FOLLOWED. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY

OBTAIN COPIES OF THE RULES BY CALLING THE CENTER OR ACCESSING VIA INTERNET AT WWW.CALL

BEFORE YOU DIG.ORG. CALL BEFORE YOU DIG - 811.

5. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE AND

PROTECT THEM DURING CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE

ANY DAMAGED UTILITIES USING MATERIALS AND METHODS APPROVED BY THE UTILITY OWNER. NO

SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT WITH THE

UTILITY PROVIDER.

6. CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF ROSEBURG 48 HOURS IN ADVANCE OF

STARTING CONSTRUCTION AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS, EXCEPT

FOR NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS, OR HOLIDAYS.

7. CONTRACTOR SHALL REMOVE AND DISPOSE OF CONCRETE, ASPHALT CEMENT, TOPSOIL, AND OTHER

MATERIAL IN THE WORK LIMITS AND WHERE INDICATED ON THE PLANS. MATERIAL SHALL BE DISPOSED

OF IN SUCH A MANNER AS TO MEET ALL APPLICABLE REGULATIONS. CONTRACTOR SHALL ENSURE

RECIPIENTS OF FILL MATERIALS REMOVED OFFSITE ARE PERMITTED TO RECEIVE SAID MATERIALS

REGARDLESS OF THE RECEIVING JURISDICTION.

8. LIMIT HOURS OF PAVING AND COLD PLANE PAVEMENT REMOVAL FOR NW KLINE STREET TO BETWEEN

7:00 PM AND 7:00 AM. LIMIT HOURS OF ALL OTHER CONSTRUCTION TO BETWEEN 7:00 AM TO 6:00 PM.

EXCEPT FOR THE 24" ASPHALT CONCRETE PAVEMENT REPAIR, CONSTRUCTION IN ALL PROJECT AREAS

IS PROHIBITED ON SATURDAYS AND SUNDAYS. ALL CONSTRUCTION IS PROHIBITED ON HOLIDAYS. SEE

SECTION 00220 OF THE SPECIAL PROVISIONS FOR ALLOWABLE LANE CLOSURES.

9. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT ALL TIMES.

10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS

BEFORE THE START OF WORK. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS

AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED

AND/OR SHOWN ON THE PLANS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR

SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTED TO THE ENGINEER FOR

CLARIFICATION OR CORRECTION.

11. ANY INSPECTION BY THE CITY, COUNTY, STATE, FEDERAL AGENCY OR ENGINEER SHALL NOT, IN

ANYWAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN COMPLIANCE

WITH THE APPLICABLE CODES, REGULATIONS, CITY STANDARDS AND PROJECT CONTRACT

DOCUMENTS.

12. CONTRACTOR SHALL COORDINATE ALL IMPROVEMENT LIMITS WITH THE ENGINEER ONSITE PRIOR TO

BEGINNING WORK. NO PAYMENT WILL BE MADE FOR EXTRA WORK THAT IS CONSTRUCTED BEYOND

THE APPROVED CONSTRUCTION LIMITS.

13. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL CLEAN UP THE PROJECT AREA AND

LEAVE IT IN A NEAT AND SECURED MANNER. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR

SHALL LEAVE THE PROJECT AREA FREE FROM ALL DEBRIS AND UNUSED MATERIALS.

14. PROPERTY LINES SHOWN ON PLAN SHEETS ARE APPROXIMATE AND FOR GENERAL DELINEATION

PURPOSES ONLY AND ARE NOT MEANT TO REPRESENT THE ACTUAL PROPERTY BOUNDARIES.

15. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL CONSTRUCTION

SAFETY, HEALTH AND OTHER RULES AND REGULATIONS FROM OSHA, DEQ, STATE, AND LOCAL

REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING, BUT NOT LIMITED

TO, SHORING, BRACING, ERECTION/INSTALLATION, FALL PROTECTION, GUARDRAILS, ETC.

16. REPLACE CURBS, SIDEWALKS, AND/OR DRIVEWAY APRONS THAT ARE DAMAGED AS A RESULT OF

CONSTRUCTION OPERATIONS. REPLACE FULL SECTIONS TO THE NEAREST EXISTING CONSTRUCTION.

REPLACEMENT WILL BE CONSIDERED INCIDENTAL TO THE WORK.

17. PROTECT FRESHLY POURED CONCRETE CURBS AND SIDEWALK FROM VANDALISM OR OTHER

DAMAGE FOR A MINIMUM OF TWENTY-FOUR (24) HOURS OR UNTIL CURED ENOUGH TO SUPPORT

TYPICAL USE, WHICHEVER IS LONGER. ANY CURB OR SIDEWALK DAMAGED BY VANDALISM OR OTHER

CAUSES SHALL BE REPLACED AT NO COST TO THE CITY.

18. CONTRACTOR SHALL RESTORE ALL DISTURBED LANDSCAPING AND IRRIGATION. PLACE TOPSOIL, AGGREGATE, AND/OR BARK MULCH WHERE SHOWN.

19. FURNISH AND PLACE DOWELS TO JOIN NEW CONCRETE WALKS, CURBS AND DRIVEWAYS TO EXISTING

CONCRETE AS DIRECTED.

20. DURING CONSTRUCTION OF 24" ACP REPAIR, CONTRACTOR TO PROVIDE TEMPORARY DRAINAGE

HOLES IN INLETS WITHIN REPAIR AREA TO MAINTAIN ADEQUATE SURFACE DRAINAGE DURING

CONSTRUCTION.

SHEET INDEX

SHEET #1 COVER SHEET

SHEET #2 PLAN VIEW

SHEET #3-#10 ADA RAMP DETAIL BY INTERSECTION

SHEET #11-#14 STANDARD DETAILS

SHEET #15 RAMP CURB & GUTTER DETAILS

SHEET #16 & #17 STORM PIPE CONNECTION DETAILS

NW Kline Street ADA Curb Ramp Rehabilitation

CITY OF ROSEBURG PROJECT # 23PW13

Project Location

VICINITY MAP

Not To Scale

TRAFFIC CONTROL NOTES:

1. TRAFFIC CONTROL/DETOUR PLANS SHALL BE PROVIDED BY CONTRACTORS BEFORE

CONSTRUCTION, AND APPROVED BY CITY PRIOR TO PRE-CONSTRUCTION CONFERENCE.

2. THE CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION AND DIRECTION OF TRAFFIC IN

ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, ODOT STANDARD

DRAWINGS/STANDARD SPECIFICATIONS, AND CONTRACT SPECIAL PROVISIONS

3. USE TEMPORARY PAVEMENT MARKERS, BARRIERS, BARRICADES, AND SIGNS AS REQUIRED TO

SAFELY DETOUR PEDESTRIAN AND VEHICULAR TRAFFIC AROUND CONSTRUCTION. LABEL TYPE

AND LOCATION FOR ALL ITEMS ON TRAFFIC CONTROL PLANS.

4. APPROPRIATE METHODS OF PEDESTRIAN AND VEHICULAR TRAFFIC CONTROL, INCLUDING

FLAGGERS, SHALL BE EMPLOYED BY THE CONTRACTOR TO THE EXTENT DEEMED NECESSARY BY

THE TRAFFIC CONTROL SUPERVISOR AND AS APPROVED BY THE CITY AND THE ENGINEER TO

PROTECT WORKERS OR THIRD PARTIES AND SAFELY ACCOMMODATE TRAFFIC THROUGH THE

WORK ZONE.

5. THE CONTRACTOR SHALL COORDINATE ACCESS TO DRIVEWAYS WITH PROPERTY OWNERS.

ACCESS TO ROADWAY APPROACHES WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED AT ALL

TIMES. TRAFFIC PLATE SHALL BE USED, AND SECURED IN A MANNER ACCEPTABLE TO THE CITY, ACROSS ALL TRENCHES BLOCKING DRIVEWAYS TO PROVIDE ACCESS AT ALL TIMES. AT NO TIME

SHALL CONTRACTORS DETAIN OR DELAY EMERGENCY VEHICLES.

6. THE CONTRACTOR SHALL COORDINATE ACCESS FOR SERVICES INCLUDING, BUT NOT LIMITED TO, MAIL DELIVERY, TRASH PICKUP, SCHOOL TRANSPORTATION, AND ANY OTHER SPECIAL

TRANSPORTATION SERVICES THAT EXIST WITHIN THE PROJECT AREA.

7. EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION SIGNING SHALL BE COVERED OR REMOVED

DURING CONSTRUCTION AND REPLACED AFTER CONSTRUCTION.

8. PROVIDE ACP WEDGES FOR LONGITUDINAL AND TRANSVERSE JOINTS ACCORDING TO 00620.40(d),

00744.44 AND 00744.45.

9. THE CONTRACTOR SHALL PROVIDE SAFE, STABLE ACCESS TO ALL DRIVEWAY AND PEDESTRIAN

PATHS CONNECTING TO FRONT DOORS AT ALL TIMES. TEMPORARY INTERRUPTIONS IN ACCESS

SHALL BE COORDINATED BY THE CONTRACTOR WITH THE PROPERTY OWNER OR OCCUPANT AS

REQUIRED.

10. CONTRACTOR SHALL FURNISH PORTABLE CHANGEABLE MESSAGE SIGN AT WORK ZONES ON

ARTERIAL ROADS IN ACCORDANCE WITH THE SPECIFICATIONS.

11. COORDINATE WITH CITY OF ROSEBURG AND ODOT SIGNAL OPERATIONS PRIOR TO DISTURBANCE

OF EXISTING TRAFFIC SIGNAL LOOPS. SEE SPECIFICATIONS FOR CONTACT INFORMATION.

PAVING NOTES:

1. TRIM VEGETATION AS NEEDED PRIOR TO PAVING TO ENSURE ALL VEGETATION IS CLEAR OF

PAVING OPERATIONS.

2. ALL EDGES REMAINING AFTER COLD PLANE PAVEMENT REMOVAL SHALL BE VERTICAL TO

ACCEPT THE SUCCEEDING FULL DEPTH ASPHALT LIFT.

3. ALL JOINTS BETWEEN NEW ASPHALTIC CONCRETE AND EXISTING OR NEW ASPHALTIC CONCRETE

AND CONCRETE SHALL BE TACKED AND SAND SEALED.

4. PROVIDE MINOR ADJUSTMENTS IN GRADE OF NEW A.C. AS REQUIRED TO FACILITATE DRAINAGE

INTO STORM DRAINAGE FACILITIES. NO PONDING SHALL OCCUR BETWEEN CATCH BASINS

FOLLOWING CONSTRUCTION.

5. THE MAXIMUM EXPOSURE AT DRIVEWAYS SHALL BE 3/4-INCH.

6. WHERE PAVEMENT IS TO BE REPLACED TO MATCH EXISTING GRADE ADJACENT TO EXISTING

CURB, CONTRACTOR SHALL MARK EXISTING CURB FLOW LINE WITH PAINT PRIOR TO A.C.

SURFACING REMOVAL.

7. COORDINATE WITH CITY STAFF FOR IN-GROUND VALVE, MANHOLE OR VAULT ADJUSTMENT OF

FRANCHISE UTILITY ASSETS.

SIDEWALK RAMP DRAWING NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL AMERICANS WITH DISABILITIES (ADA)

REQUIREMENTS AS DEFINED BY THE PUBLIC RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES. DETAILS

AND DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

TO MEET ADA REQUIREMENTS. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR SHALL

NOTIFY CITY ENGINEER FOR CLARIFICATION OR CORRECTION BEFORE PROCEEDING .

2. COMPLETE SIDEWALK CONSTRUCTION PRIOR TO FINAL STREET PAVING.

3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFY SURVEYING AND STAKING NECESSARY FOR

CONSTRUCTION. CONTRACTOR TO COMPLETE ALL SURVEY/STAKING AS NEEDED USING

INFORMATION CONTAINED IN THE PLANS AND ADJUST AS NECESSARY TO MEET ADA

REQUIREMENTS. ADDITIONAL INFORMATION OR CLARIFICATION BY THE ENGINEER MAY BE

AVAILABLE UPON REQUEST, BUT IS NOT GUARANTEED. SURVEYED FIELD LAYOUT SHALL BE

REVIEWED BY THE ENGINEER PRIOR TO DEMOLITION AND CONCRETE PLACEMENT.

4. THE MAXIMUM CLOSURE TIME FOR ANY SINGLE CURB RAMP SHALL BE 7 CALENDAR DAYS. SUBMIT

TRAFFIC CONTROL PLAN AND PEDESTRIAN DETOUR PLAN FOR RAMP CLOSURES. PLAN SHALL

INCLUDE, BUT IS NOT LIMITED TO, WORK AREA PROTECTION, SIDEWALK CLOSURES AND DETOURS.

LEGEND

STORM LINE

PROPERTY LINE

STS

EXISTING CATCH BASIN (CB)

EXISTING SANITARY MANHOLE (MH)

EXISTING STORM MANHOLE

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

0 1

L K

I N

V E

L M

O N

V E

E A

U M

O N

V E

C P

M A

T C

H I N

L I

NW KLINE ST

M E

O X

U M

O N

V E

P R

O P

O S

C U

P R

O P

O S

C U

P R

O T

E C

X I S

T I N

L E

A T

C H

A T

C H

E X

I S

T I N

U Y

P R

O T

E C

C E

C T

C F

C T

C F

A T

C H

A T

C H

A T

C H

A T

C H

C T

C F

C T

C F

A T

C H

DEMONISH EXISTING CG-2 INLET

P R

O T

E C

X I S

T I N

L E

DEMONISH EXISTING CG-2 INLET

RECONNECT EXISTING RCP

INSTALL NEW CG-3 INLET

PER STD DWG. PW-011

E X

I S

T I N

T O

I G

P R

O T

E C

C E

EXISTING GAS VALVE

PROTECT IN PLACE

EXISTING SIGN

REINSTALL BEHIND SIDEWALK

435.97 BW

TAPER TO EXISTING MIAMI CURB

435.92 TC (MATCH)

435.42 BC

435.32TC/BC/FL

435.31 EC

435.56 TC/BC/FL

435.62 TC/BC/FL

435.42 BW

C B

C F

C B

C F

E X

I S

T I N

I G

R E

M A

C E

A T

C H

A T

C H

E X

I S

T I N

I G

R E

M A

C E

C B

A T

C H

E X

I S

T I N

A T

I N

A D

J U

I N

I S

R A

D E

C B

C F

C B

C F

A T

C H

C B

C F

C B

C F

C B

C F

C B

C F

A T

C H

C B

C F

A T

C H

) 4

C B

C F

C B

C F

E X

I S

T I N

I G

P R

O T

C E

E X

I S

T I N

I G

M O

I N

A M

D E

C B

C F

E X

I S

T I N

E T

T E

C E

C B

C F

E X

I S

T I N

I G

E H

I N

A M

A T

C H

C B

C F

T A

P E

X I S

T I N

I A

M I

U R

TAPER TO EXISTING

MIAMI CURB

435.66 BW

435.72 BW

436.04BW

435.94 TC

435.44BC

435.38 TC/BC/FL

435.37 EC

435.53TC

435.03 BC

INSTALL NEW CG-3 INLET

PER STD. DWG. PW-011

435.62 BW

435.48 BW

G A

A L

V E

A D

J U

I N

I S

R A

D E

G A

A L

V E

A D

J U

I N

I S

R A

D E

T A

P E

X I S

T I N

I A

M I

U R

T A

P E

X I S

T I N

I A

M I

U R

TAPER TO EXISTING

MIAMI CURB

435.46 BW

435.37 TC (MATCH)

434.87 BC

TAPER TO EXISTING MIAMI CURB

T A

P E

X I S

T I N

I A

M I

U R

A T

C H

STS

S T

CONNECT NEW CG-3 INLET

TO EXISTING RCP PER DETAIL 3

(SHEET #16)

PLUG AND ABANDON EXISTING RCP

DEPTH 3.9'

CONNECT NEW CG-3 INLET

TO EXISTING ADS PIPE WITH T PER DETAIL 7

(SHEET #16)

435.53TC

435.03 BC

435.56 BW

435.94 TC

435.44BC

435.97BW

EXISTING SIGN

REINSTALL BEHIND SIDEWALK

INTERSEPT EXISTING

6" PERF CONCRETE PIPE

USE FITTING AS NEEDED

(I.E 45 DEGREE ELBOW)

CONNECT TO NEW INLET

ABANDON EXISTING 6" SECTION

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

P L

P/L

D E

L L

V E

C P

M A

T C

H I N

L I

G V

NW KLINE ST

A T

C H

E X

I S

T I N

L E

P R

O T

E C

C E

E X

I S

T I N

L E

P R

O T

E C

C E

E X

I S

T I N

L E

P R

O T

E C

C E

E X

I S

T I N

L E

P R

O T

E C

C E

A T

C H

A T

C H

C T

C F

C T

C F

E X

I S

T I N

T O

I G

R E

L O

C A

I N

I D

E W

A L

C B

C F

C B

C F

F I R

Y D

R A

N T

P R

O T

E C

C E

A T

C H

C T

C F

C T

C F

A T

C H

A T

C H

A T

C H

E X

I S

T I N

I G

R E

L O

C A

I N

I D

E W

A L

C B

C F

T C

C F

E X

I S

T I N

I G

R E

M A

C E

A T

C H

W 4

C B

C F

C B

C F

C B

C F

A T

C H

A T

C H

A D

J U

V A

L V

I N

I S

R A

D E

E L

E C

T R

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

NW KLINE STREET

E L L

V E

O N

V E

U M

O N

V E

NW KLINE STREET

K I N

V E

S H

E E

SHEET 4

S H

E E

S H

E E

SHEET 7

SHEET 8

S H

E E

S H

E E

Feet

0 80 160

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

AutoCAD SHX Text

UTILITY LOCATIONS, 1-800-332-2344

P L

P/L

P L

NW CALKINS AVE

L I N

R15.0

1.5

4.0

1.5%

2.0

8.5

9.0

7.0

10.4

6.3

8.4

5.5

1.5%

2.5

5.5

1.10%

9.0

3.0%

6.4

4.2%

5.5

1.5%

2.5

2.0

2.5

7.9

11.5

1.5

2.0

6.5

1.5%

5.5

0.5%

2.0

7.8

1.79%

2.0

6.5

1.5%

6.0

1.0%

4.0

1.5%

7.3

2.3%

PROPOSED SAWCUT

PROTECT EXISTING CG-2 IN

LET

432.89 BW (MATCH)

432.86 TC (MATCH)

432.36 BC

432.34 EC

EXISTING GUY WIRE

PROTECT IN PLACE

433.03 BW

432.93BC/TC/FL

432.92EC

432.87 BC/TC/FL

432.86 EC

432.97 BW

432.72 TC (MATCH)

432.22 BC

432.18 EC

432.80 BW (MATCH)

432.60 BW

(MATCH)

432.54 TC (MATCH)

432.07 BC

432.11 EC

432.87 B

432.77 BC/TC/FL

432.76 EC

432.83 BC/TC/FL

432.82 EC

432.93 BW

432.58 TC

432.05 BC

432.03 EC

432.66 BW (MATCH)

PROTECT EXISTING CG-2 INLET

EXISTING STOP SIGN

PROTECT IN PLACE

6.0

1.0%

12.00

0.58%

Y O

F R

B U

R G

D a w n a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

DWS (DETECTABLE WARNING SIGN)

TURN SPACE

ACP PATCH AREA

SAW CUT LINES

TC TOP OF CURB

BC BOTTOM OF CURB

EC EDGE OF CONCRETE

BW BACK OF WALK

FL FRONT OF LANDING AREA

CONSTRUCT CURB RAMP PER ODOT RD922

INSTALL YELLOW DWS PER ODOT RD904, RD902

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT PER STD. PW004 & D-02

KEYED NOTES:

REPLACE DAMAGED SIGNS/MARKING PER ODOT STANDARD DRAWING TM5044

Feet

0 5 10

WATER FLOW

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

P L

P/L

P L

NW KLINE ST

DEMONISH EXISTING CG-2 INLET

DEMONIS

H E

XIS

TIN

G C

G-2 IN

LET

RECONNECT E

XIS

TIN

G R

INSTALL NEW CG-3 INLET

PER STD DWG. PW-011

EXIS

TIN

G G

AS V

ALVE

PROTECT IN

LACE

EXISTING SIGN

REINSTALL BEHIND SIDEWALK

435.97 BW

TAPER TO EXISTING MIAMI CURB

435.92 TC (MATCH)

435.42 BC

435.32TC/BC/FL

435.31 EC

435.56 TC/BC/FL

435.6 2 T

C/B C/F

435.42 B

TAPER TO EXISTING

MIAMI CURB

435.66 BW

435.72 BW

436.04BW

435.94 TC

435.44BC

C /B

C /F

435.3 7 E

435.53TC

435.03 BC

INSTALL NEW CG-3 INLET

PER STD. DWG. PW-011

435.62 BW

435.48 BW

TAPER TO EXISTING

MIAMI CURB

435.46 BW

435.37 TC (MATCH)

434.87 BC

TAPER TO EXISTING MIAMI CURB

S T

STS

S T

STS

CONNECT NEW CG-3 INLET

TO EXISTING RCP PER DETAIL 3

(SHEET #16)

PLUG AND ABANDON EXISTING RCP

DEPTH 3.9'

CONNECT NEW CG-3 INLET

TO EXISTING ADS PIPE WITH T PER DETAIL 7

(SHEET #16)

S T

435.53TC

435.03 BC

435.56 BW

435.94 TC

435.44BC

435.97BW

EXISTING SIGN

REINSTALL BEHIND SIDEWALK

INTERSEPT EXISTING

6" PERF CONCRETE PIPE

USE FITTING AS NEEDED

(I.E 45 DEGREE ELBOW)

CONNECT TO NEW INLET

ABANDON EXISTING 6" SECTION

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

CONSTRUCT CURB RAMP PER ODOT RD960 & RD922

INSTALL YELLOW DWS PER ODOT RD904, RD902

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT PER STD. PW004

KEYED NOTES:

&D-02

DWS (DETECTABLE WARNING SIGN)

TURN SPACE

ACP PATCH AREA

SAW CUT LINES

TC TOP OF CURB

BC BOTTOM OF CURB

EC EDGE OF CONCRETE

BW BACK OF WALK

FL FRONT OF LANDING AREA

REPLACE DAMAGED SIGNS/MARKING PER ODOT STANDARD DRAWING TM504

Feet

0 5 10

WATER FLOW

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

P L

P/L

P L

I N

5.09

1.5%

2.00

R15.0

NW BEAUMONT AVE

2.0

10.9

2.0

2.5

2.2%

6.7

2.7%

6.5

1.5%

2.0

1.5

2.0

1.5

2.00

6.5

1.5%

3.91

3.5%

6.5

1.5%

5.0

1.5%

5.6

7.5%

5.5

0.5%

9.5

10.0

9.8

5.8

6.5

0.77%

2.0

2.0 1.5

7.4

7.4%

4.0

1.5%

2.9

5.4%

6.2

2.4%

6.7

2.2%

3.72

7.5%

4.00

1.5%

2.18

4.8%

7.2

3.89%

9.97

3.5%

6.0

1.0%

442.28 TC

441.78 BC

442.05TC/BC/FL

441.99 TC/BC/FL

441.64 TC

441.14 BC

441.22 TC

440.72 BC (MATCH)

441.45 TC

440.95 BC

441. 20 TC/BC/FL

EXISTING SIGN

TO MOVE BEHIND RAMP

441.53 BW

441.35 TC

440.85 BC (MATCH)

441.45 BW

441.29 BW

441.35 BW

441.25 TC/BC/FL

TAPER TO EXISTING MIAMI CURB

441.80 BW

442.59 TC

442.09 BC

442.45 TC

441.95 BC

442.65TC

442.15BC

442.88 TC

442.38 BC

441.25 BW

GAS VALVE

ADJUST TO FINISH GRADE

GAS VALVE

ADJUST TO FINISH GRADE

TAPER TO EXISTING MIAMI CURB

6.00

1.0%

6.5

1.38%

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

CONSTRUCT CURB RAMP PER ODOT RD922 & RD920

INSTALL YELLOW DWS PER ODOT RD904, RD902

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT PER STD. PW004 & D-02

KEYED NOTES:

DWS (DETECTABLE WARNING SIGN)

TURN SPACE

ACP PATCH AREA

SAW CUT LINES

TC TOP OF CURB

BC BOTTOM OF CURB

EC EDGE OF CONCRETE

BW BACK OF WALK

FL FRONT OF LANDING AREA

Feet

0 5 10

EXTRA

CURB

REPLACE DAMAGED SIGNS/MARKING PER ODOT STANDARD DRAWING TM504

WATER FLOW

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

P L

NW BEAUMONT AVE

I N

2.00

METER

BOX

R15.0

2.0

5.5

1.64%

2.0

6.5

1.5%

4.2

4.05%

5.5

1.5%

1.5

5.4

7.78%

2.0

4.0

8.0%

2.0

7.1

13.0

10.4

10.1

2.5

1.5

4.8

1.5

6.0

1.0%

8.7

7.0%

4.0

1.50%

6.0

1.0%

7.6

5.52%

6.5

1.5%

2.0

5.5

1.5%

5.9 5.8

7.5%

1.4

6.7

1.5%

441.91 TC

441.41 BC

442.73 TC

442.23 BC (MATCH)

442.12 TC/BC/FL

442.06TC/BC/FL

441.99 BW

442.64 BW

442.22BW

442.16 BW

EXISTING SIGN

PROTEC IN PLACE

EXISTING SIGN

MOVE BEHIND RAMP

IF NEEDED

443.46TC/BC/FL

443.56 BW

443.88 BW

EXISTING METER BOX

TO PROTECT IN PLACE

443.5 BW

443.40 TC/BC/FL

TAPER TO EXISTING MIAMI CURB

444.22 TC

443.72 BC (MATCH)

444.30 BW

443.51TC

443.01 BC

443.61 BW

5.9

5.75%

443.88 TC

443.48 BC

5.6

2.68%

4.0

1.5%

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

G Z

P u b l i c

W o r k s

D e p a r t m e n t i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

DWS (DETECTABLE WARNING SIGN)

TURN SPACE

ACP PATCH AREA

SAW CUT LINES

TC TOP OF CURB

BC BOTTOM OF CURB

EC EDGE OF CONCRETE

BW BACK OF WALK

FL FRONT OF LANDING AREA

CONSTRUCT CURB RAMP PER ODOT RD922 & RD920

INSTALL YELLOW DWS PER ODOT RD904, RD902

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT PER STD. PW004 & D-02

KEYED NOTES:

REPLACE DAMAGED SIGNS/MARKING PER ODOT STANDARD DRAWING TM504

Feet

0 5 10

WATER FLOW

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

P/L

P L

P/L

O N

V E

NW KLINE ST

E X

I S

T I N

I G

R E

M A

C E

C B

A T

C H

E X

I S

T I N

A T

I N

A D

J U

I N

I S

R A

D E

C B

C F

C B

C F

A T

C H

C B

C F

C B

C F

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

DWS (DETECTABLE WARNING SIGN)

TURN SPACE

ACP PATCH AREA

SAW CUT LINES

TC TOP OF CURB

BC BOTTOM OF CURB

EC EDGE OF CONCRETE

BW BACK OF WALK

FL FRONT OF LANDING AREA

CONSTRUCT CURB RAMP PER ODOT RD922

INSTALL YELLOW DWS PER ODOT RD904, RD902

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT PER STD. PW004 & D-02

KEYED NOTES:

REPLACE DAMAGED SIGNS/MARKING PER ODOT STANDARD DRAWING TM504

Feet

0 5 10

EXTRA

CURB

WATER FLOW

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

P L

P/L

P L

NW KLINE ST

A T

C H

E X

I S

T I N

I N

L E

P R

O T

E C

C E

E X

I S

T I N

I G

R E

M A

C E

A T

C H

C B

C F

C B

C F

C B

C F

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

DWS (DETECTABLE WARNING SIGN)

TURN SPACE

ACP PATCH AREA

SAW CUT LINES

TC TOP OF CURB

BC BOTTOM OF CURB

EC EDGE OF CONCRETE

BW BACK OF WALK

FL FRONT OF LANDING AREA

CONSTRUCT CURB RAMP PER ODOT RD922 & RD960

INSTALL YELLOW DWS PER ODOT RD904, RD902

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT PER STD. PW004 & D-02

KEYED NOTES:

REPLACE DAMAGED SIGNS/MARKING PER ODOT STANDARD DRAWING TM5044

Feet

0 5 10

EXTRA

CURB

WATER FLOW

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

P L

P/L

I N

R15.0

2.0

5.5

1.5%

5.00

1.0%

4.67

7.5%

5.53

1.5%

2.0

4.0

1.5%

6.8

13.6

12.9

4.0

1.5%

2.5

1.5

2.5

1.5

5.4

10.0%

8.4

6.55%

4.0

1.5%

5.5

13.0

7.5%

2.0

7.5

7.5%

3.7

7.5%

7.8

5.5%

5.0

9.5%

4.0

1.4%

5.8

1.38%

2.7

4.45%

5.5

3.47%

5.3

4.88%

5.8

1.5%

5.9

1.5%

7.05

6.38%

11.5

10.5

13.2

12.1

3.0

EXISTING CG-2 INLET

PROTECT IN PLACE

459.70 BW

460.16 BW

460.22 BW

EXISTING STOP SIGN

RELOCATE BEHIND SIDEWALK

460.04 TC/BC/FL

460.13 TC/BC/FL

459.06 TC

458.56 BC

459.11 BW

FIRE HYDRANT

PROTECT IN PLACE

460.16TC

459.66 BC

459.46 BW

459.52 BW

460.08 BW (MATCH)

459.73 TC

459.27 BC

459.45

459.18 BC/TC/FL

459.24 BC/TC/FL

460.76 BW

460.68 TC (MATCH)

460.28 BC

458.67 (MATCH)

458.59 TC

458.09 BC

ADJUST GAS

VALVE TO FINISH GRADE

459.62 TC

459.13 BC

459.12 EC

ELECTRIC POLE

459.46

459.26 TC

458.76 BC

2.0

R15.00

5.5

1.5%

6.0

1.5%

NW MOORE AVE

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

DWS (DETECTABLE WARNING SIGN)

TURN SPACE

ACP PATCH AREA

SAW CUT LINES

TC TOP OF CURB

BC BOTTOM OF CURB

EC EDGE OF CONCRETE

BW BACK OF WALK

FL FRONT OF LANDING AREA

CONSTRUCT CURB RAMP PER ODOT RD900, RD 916 & RD930

INSTALL YELLOW DWS PER ODOT RD904, RD902

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT PER STD. PW004 & RD720

KEYED NOTES:

REPLACE DAMAGED SIGNS/MARKING PER ODOT STANDARD DRAWING TM504

Feet

0 5 10

WATER FLOW

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

P L

P/L

P L

NW MOORE AVE

CP4

460.80

5.50

0.55%

I N

R15.0

2.0

1.5

2.0

1.5

5.5

1.6%

2.0

1.5

6.5

9.0

10.0

7.2

7.6

8.4

7.1

2.0

5.5

2.5

1.5

5.4

6.5

1.7%

4.57

8.0%

3.86

8.4

4.88%

8.5

1.38%

4.0

1.5%

4.0

1.50%

6.5

1.5%

4.2

2.3%

6.4

0.78%

EXISTING CG-2 INLET

PROTECT IN PLACE

460.83 BW (MATCH)

460.80 TC (MATCH)

460.30 BC

460.29 EC

461.38 BW

461.31 TC

460.91 BC

461.01BW

460.95 BW

460.90 BC/TC/FL

460.89 EC

460.84 BC/TC/FL

460.83 EC

460.34 TC

459.84 BC

460.34 BW (MATCH)

460.23 BW (MATCH)

460.15 TC (MATCH)

459.65 BC

EXISTING SIGN

RELOCATE BEHIND SIDEWALK

460.29 TC/BC/FL

460.23

TC/BC/FL

460.33 BW

460.39 BW

6.5

1.0%

6.0

1.0%

6.0

1.0%

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

DWS (DETECTABLE WARNING SIGN)

TURN SPACE

ACP PATCH AREA

SAW CUT LINES

TC TOP OF CURB

BC BOTTOM OF CURB

EC EDGE OF CONCRETE

BW BACK OF WALK

FL FRONT OF LANDING AREA

CONSTRUCT CURB RAMP PER ODOT RD922

INSTALL YELLOW DWS PER ODOT RD904, RD902

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT PER STD. PW004 & D-02

KEYED NOTES:

REPLACE DAMAGED SIGNS/MARKING PER ODOT STANDARD DRAWING TM504

Feet

0 5 10

WATER FLOW

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

N A

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

N A

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

N A

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

N A

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

N A

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

N A

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

AutoCAD SHX Text

UTILITY LOCATIONS, 1-800-332-2344

AutoCAD SHX Text

DETAIL 3

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

DETAIL 7

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

N-12 COUPLING

AutoCAD SHX Text

PART #1271AG

AutoCAD SHX Text

12" SIZE

AutoCAD SHX Text

N-12 FABRICATED 22.5 DEGREE BEND

AutoCAD SHX Text

N-12 CONCRETE ADAPTER FITTING 12"

AutoCAD SHX Text

PART #1292AN

AutoCAD SHX Text

PART #1221AN

AutoCAD SHX Text

DUAL WALL 12" PIPE SIZE

AutoCAD SHX Text

12" TEE, BELL/BELL

PART #1264ST

Y O

F R

B U

R G

D a w n

E a s l e y

I R

E C

T O

P u b li c W o rk s D ep a rt m en t R

E V

N S

D A

T E

D E

G N

D R

A W

L E

E E T

P r o j e c

N A

G Z

P u b l i c

W o r k s

D e p a r t m e n t

R G

H i n e

S t r e e t

A r b

R a m p

R e h a b i l i t a t i o n

CAST IN PLACE

CONCRETE

ENCASEMENT

UNDISTURBED SOIL

CLASS I BEDDING

HDPE TO CONCRETE

PIPE ADAPTER

HDPE ADAPTER

SLEEVE

NON-WOWEN GEOTEXILE TO

BE WRAPPED AROUND

CONNECTION

HDPE PIPE

EXISTING RCP PIPE

CONCRETE ADAPTER

FITTING

UNDISTURBED SOIL

CONCRETE COUPLER SECTION DETAIL

SCALE: NTS

HDPE TO RCP PRE ASSEMBLY

SCALE: NTS

HDPE TO CMP ASSEMBLED

SCALE: NTS

CAST IN PLACE

CONCRETE

ENCASEMENT

HDPE PIPE

EXISTING RCP

NOTES:

· ALL PIPES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321 - STANDARD PRACTICE FOR

UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC PIPES, LATEST EDITION.

· IN LIEU OF AN INTERNAL CYLINDER, AN HDPE WATERTIGHT REPAIR COUPLE CAN BE USED.

· INTERNAL CYLINDER ADAPTER IS NOT RECOMMENDED FOR DOWNSTREAM CONNECTIONS.

EXCAVATE EXISTING

GRADE TO AVOID

SOIL INTRUSION &

TO CREATE SAFE

WORK AREA

NON WOVEN GEOTEXTILE

TO BE WRAPPED

AROUND CONNCETION TYP.

AutoCAD SHX Text

ONE CALL NUMBER FOR

AutoCAD SHX Text

CALL 48 HRS. BEFORE YOU DIG

Sheets and Views

Kline St. ADA Curb Ramps-1

Kline St. ADA Curb Ramps-2

Kline St. ADA Curb Ramps-3

Kline St. ADA Curb Ramps-4

Kline St. ADA Curb Ramps-5

Kline St. ADA Curb Ramps-6

Kline St. ADA Curb Ramps-7

Kline St. ADA Curb Ramps-8

Kline St. ADA Curb Ramps-9

Kline St. ADA Curb Ramps-10

Kline St. ADA Curb Ramps-11

Kline St. ADA Curb Ramps-12

Kline St. ADA Curb Ramps-13

Kline St. ADA Curb Ramps-14

Kline St. ADA Curb Ramps-15

Kline St. ADA Curb Ramps-16

Kline St. ADA Curb Ramps-17

File details come from the government source that posted it. Updated Apr 3, 2024.