WHITE CIRCLE STABILIZATION PLAN.pdf

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Project

Date

Sheet Name and Number

01-001

WHITE CIRCLE GUARDRAIL ONLY OPTION

8/8/23

COVER SHEET

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CITY OF MARIETTA

COBB COUNTY, GA

WHITE CIRCLE STABILIZATION

Project

Date

Sheet Name and Number

02-001

WHITE CIRCLE GUARDRAIL ONLY OPTION

8/10/23

INDEX

01-001 COVER SHEET

02-001 INDEX SHEET

04-001 to 04-002 GENERAL NOTES

05-001 TYPICAL SECTIONS

06-001 SUMMARY OF QUANTITIES

13-001 to 13-002 MAINLINE ROADWAY PLAN SHEETS

24-001 UTILITIES

40-001 to 40-004 DETAILS

INDEX

Sheet Name and Number

04-001

WHITE CIRCLE GUARDRAIL ONLY OPTION

10/4/23

GENERAL NOTES

PROJECT GENERAL NOTES:

TOTAL SITE AREA = .25 AC

TOTAL AREA TO BE DISTURBED = .15 AC

AN N.O.I. (NOTICE OF INTENT) IS NOT REQUIRED FOR THIS PROJECT.

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD AND

SUPPLEMENTAL

2. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON PLANS, AND ARE NOT NECESSARILY ACCURATE IN LOCATION AS TO PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON PLANS WILL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY UNDER THIS REQUIREMENT. “EXISTING UTILITY FACILITIES” MEANS ANY UTILITY THAT EXISTS ON THE PROJECT IN ITS ORIGINAL, RELOCATED OR NEWLY INSTALLED POSITION.

3. THE FOLLOWING UTILITIES HAVE FACILITIES IN THE PROJECT AREA:

A.CITY OF MARIETTA TRAFFIC

i.MORGAN PATTERSON (770) 794-3955

B. AT&T:

i.KRISTOPHER DITTRICH (678) 435-3673

C.ATLANTA GAS LIGHT RESOURCES:

i.NITOU MAKIDI (470) 464-6206

D.COMCAST CABLE:

i.DAVID TYSON (404) 597-1098

E.MARIETTA POWER

i.CODY TIBBITS (770) 794-5124

F. MARIETTA WATER & SEWER

i.JACOB DEWOODY (770) 794-5186

4. INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES. REFER TO SUB-SECTION 107.07 OF

THE GEORGIA STANDARD SPECIFICATIONS.

5. RIGHT-OF-WAY MARKERS SHALL BE PLACED FLUSH WITH THE FINISHED SURFACE UNLESS OTHERWISE NOTED.

6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL FOR THE PROJECT AND TO DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.

CONCRETE AND ASPHALT MATERIALS REMOVED FROM THE PROJECT SITE MAY NOT BE PLACED IN FILL LOCATIONS THAT FALL

WITHIN THE EASEMENT AREAS.

7. STRUCTURES, TREES, SHRUBS AND OTHER PLANT MATERIAL THAT FALL WITHIN THE RIGHT-OF-WAY AND EASEMENT LIMITS, BUT OUTSIDE THE LIMITS OF CONSTRUCTION, SHALL NO BE DISTURBED UNLESS DIRECTED BY THE ENGINEER.

8. THE CONTRACTOR SHALL OBSERVE ALL APPLICABLE LOCAL, STATE AND FEDERAL SAFETY REGULATIONS REGARDING PIPE INSTALLATION IN TRENCHES. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COST INCURRED TO COMPLY WITH THIS

REQUIREMENT.

9. ALL EXISTING PIPE REMOVED FROM SERVICE SHALL BE REMOVED UNLESS OTHERWISE NOTED ON PLANS OR AS DIRECTED BY THE ENGINEER. REMOVAL OF PIPE SHALL BE INCLUDED IN PRICE BID FOR “GRADING COMPLETE”.

10. UNLESS SPECIFIED OTHERWISE, ALL DRIVEWAYS SHALL BE MAINTAINED DURING CONSTRUCTION. ALL DRIVEWAYS TO BE CONSTRUCTED SHALL BE REPLACED IN KIND I.E. ASPHALT FOR ASPHALT, CONCRETE FOR CONCRETE ETC. ANY OTHER DRIVEWAY MATERIAL OR SPECIALIZED DRIVEWAY WILL NOT BE REPLACED IN KIND (I.E. PAVERS) AND WILL BE REPLACED WITH ASPHALT OR CONCRETE. ALL EARTH OR GRAVEL DRIVES SHALL BE PAVED WITH ASPHALT TO THE RIGHT-OF-WAY OR TIE-IN

POINT. DRIVEWAYS SHALL BE PAVED AS FOLLOWS:

ASPHALTIC DRIVES:

RESIDENTIAL - 1-1/2” ASPH. CONC. 12.5 MM SUPERPAVE, 165 LB/SY

- 6” GRADED AGGREGATE BASE

COMMERCIAL - 1-1/2” ASPH. CONC. 12.5 MM SUPERPAVE, 165 LB/SY

- 2” ASPH. CONC. 19MM SUPERPAVE, 220 LB/SY

- 6” GRADED AGGREGATE BASE

CONCRETE DRIVES:

RESIDENTIAL - 6” CONCRETE VALLEY GUTTER

- 4” CONCRETE DRIVEWAY

COMMERCIAL - 8” CONCRETE VALLEY GUTTER

- 6” CONCRETE DRIVEWAY

11. SPRINKLER SYSTEMS TO BE HANDLED AS FOLLOWS:

CASE 1 - FOR SYSTEMS WITHIN THE CONSTRUCTION LIMITS OWNED BY INDIVIDUALS OR PRIVATE COMPANIES, OWNER MAY RELOCATE THE FACILITIES IN ADVANCE OF DISTURBANCE AND INVOICE THE CITY DIRECTLY FOR THE WORK. OTHERWISE CONTRACTOR SHALL REMOVE AND PLUG AND OWNER MAY STILL INVOICE THE CITY DIRECTLY FOR REPAIRS.

CASE 2 - SYSTEMS SHOWN BY THE PLANS TO BE REMOVED AND RELOCATED SHALL BE RELOCATED TO THE BACK OF THE SIDEWALK OR DISTURBANCE. COST SHALL BE INCLUDED IN THE PRICE BID FOR “GRADING COMPLETE”.

12. LUMP-SUM TRAFFIC CONTROL: THE PRICE BID FOR LUMP-SUM TRAFFIC CONTROL SHALL INCLUDE THE COST OF STAGED CONSTRUCTION, MAINTENANCE OF TRAFFIC (INCLUDING AGGREGATE SURFACE COURSE), INSTALLATION AND REMOVAL OF ALL TEMPORARY SIGNAGE, INTERIM PAVEMENT MARKINGS, BARRICADES, AND OTHER INTERIM TRAFFIC CONTROL DEVICES NECESSARY FOR THE CONSTRUCTION AND MAINTENANCE OF THE PROJECT. DEVICES UTILIZED ON THE PROJECT SHALL BE IN COMPLIANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION AND SECTION 150. ALL DEVICES, SIGNS, POST, BARRICADES, ETC SHALL BE FROM THE GDOT QUALIFIED PRODUCTS LIST (QPL). ALL DEVICES SHALL BE CRASHWORTHY UNDER AASHTO AND NCHRP 350 REQUIREMENTS. THE ENGINEER MAY DIRECT THAT ADDITIONAL DEVICES AND MARKINGS BE ADDED TO THE TRAFFIC CONTROL PLAN. THE COST OF NOMINAL ITEMS ADDED BY THE ENGINEER SHALL BE INCLUDED IN LUMP-SUM TRAFFIC CONTROL EXCEPT FOR THE ADDITION OF A CHANGEABLE MESSAGE SIGN(S). THE CONTRACT UNIT PRICE WILL BE PAID FOR A CHANGEABLE MESSAGE SIGN(S) OR A UNIT PRICE WILL BE DETERMINED WHEN A CHANGEABLE

MESSAGE SIGN(S) IS NOT INCLUDED IN THE CONTRACT.

13. DETOURS IN THE PLANS: DETOURS SHOWN IN THE PLANS SHALL BE SIGNED AND MARKED AS PER THE PLANS. THE COST OF MAINTENANCE, GRADING, TEMPORARY DRAINAGE, TEMPORARY SIGNAGE, TEMPORARY MARKINGS AND TEMPORARY DEVICES SHALL BE INCLUDED IN LUMP-SUM TRAFFIC CONTROL. THE COST OF STONE BASE (GAB) AND THE PLACEMENT OF THE TYPICAL PAVEMENT SECTION INCLUDED IN THE PLANS FOR THE DETOUR WILL BE PAID AT THE CONTRACT UNITS PRICES.

WHEN INSTALLED FOR A DETOUR SHOWN IN THE PLANS, TEMPORARY CONCRETE BARRIERS, ATTENUATORS, TEMPORARY GUARDRAIL AND ANCHORS WILL BE PAID AT CONTRACT UNIT PRICES. THE UNIT PRICES BID FOR THESE PAY ITEMS SHALL INCLUDE INSTALLATION AND REMOVAL. PERMANENT DEVICES, TO BE INCORPORATED INTO THE FINAL WORK, MAY BE USED FOR INTERIM/TEMPORARY DUTIES PROVIDED THE PERMANENT DEVICES ARE NOT DAMAGED DURING THE INTERIM USAGE. THE COST FOR REPLACEMENT OF DAMAGED COMPONENTS SHALL BE INCLUDED IN LUMP-SUM TRAFFIC CONTROL.

DETOURS NOT SHOWN IN THE PLANS (DETOURS PROPOSED BY THE CONTRACTOR): THE COST TO INSTALL, MAINTAIN AND REMOVE ANY DETOUR SHALL BE INCLUDED IN THE PRICE BID FOR LUMP-SUM TRAFFIC CONTROL. THE COST OF GRADING, PAVEMENT, SIGNING, MARKINGS, TEMPORARY DEVICES, TEMPORARY CONCRETE BARRIERS, ATTENUATORS, TEMPORARY GUARDRAIL AND ANCHORS, ETC SHALL BE INCLUDED IN THE PRICE BID FOR LUMP-SUM TRAFFIC CONTROL. DETOURS NOT

SHOWN IN THE PLANS WILL NOT BE ELIGIBLE TO BE PAID AT CONTRACT UNIT PRICES.

14. ALL CUT AND FILL SLOPES SHALL BE STABILIZED TO COMPLY WITH SECTION 161.3.05.B OF THE SPECIFICATIONS IN ORDER TO REDUCE THE POTENTIAL FOR EROSION. IF THE SEASON DOES NOT PERMIT SOD PERMANENT GRASSING, TEMPORARY STRAW MULCH AND/OR TEMPORARY VEGETATION SHALL BE USED AS PER THE EROSION AND SEDIMENTATION POLLUTION

CONTROL (ESPCP) OR AS DIRECTED BY THE ENGINEER.

15. EROSION CONTROL MEASURES SHALL BE INSTALLED TO BE IN COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENTATION POLLUTION CONTROL PLAN (ESPCP). EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES THAT INVOLVE ENVIRONMENTAL SENSITIVE AREAS (ESA'S) AS DEFINED UNDER SECTION 107.23.F OF THE SPECIFICATIONS AND THE ESPCP. IN GENERAL, EROSION CONTROL ITEMS SHOULD BE INSTALLED PRIOR TO THE START OF ANY LAND DISTURBING ACTIVITIES. THE INSTALLATION OF THE EROSION CONTROL ITEMS MAY BE INSTALLED CONCURRENT WITH THE START OF THE LAND DISTURBING ACTIVITIES, IF ALLOWED BY THE ESPCP.

16. THE CONTRACTOR WILL COORDINATE WITH THE CITY OF MARIETTA AND SHALL BE RESPONSIBLE FOR REMOVING, RELOCATING, AND MAINTAINING THE PROPERTY OWNER'S MAILBOX TO AN AREA OUTSIDE CONSTRUCTION LIMITS DURING THE LIFE OF THE CONTRACT. THE LOCATION OF THE BOX SHOULD BE CONVENIENT TO BOTH THE MAIL CARRIER AND THE PATRON, YET NOT INTERFERE WITH PROPOSED WORK. IT MAY BE NECESSARY FOR THE CONTRACTOR TO CONFER WITH THE POST OFFICE SERVING THE AREA. ALL COSTS INCURRED FOR COMPLIANCE WITH THESE REQUIREMENT SHALL BE INCLUDED IN THE

PRICE BID FOR OTHER ITEMS.

17. ATTENTION IS CALLED TO SECTION 149.3, CONSTRUCTION REQUIREMENTS, CONTRACTOR IS REQUIRED TO TAKE THREE-POINT LEVELS ON WIDENING AND RECONSTRUCTION PROJECTS AND OBTAIN THE ENGINEER'S APPROVAL OF THE “BEST FIT” PROFILE AND CROSS SLOPE, TO MINIMIZE LEVELING REQUIREMENTS OF THE EXISTING ROADWAY. THE CONTRACTOR MUST GET THE ENGINEER'S APPROVAL OF THE PROPOSED BEST FIT BEFORE BEGINNING WIDENING AND RECONSTRUCTIONS. COST FOR SURVEY WORK TO BE INCLUDED IN THE GRADING COMPLETE OR OTHER ITEMS, NO SEPARATE

PAYMENT SHALL BE MADE.

18. ALL ROADWAY DRAINAGE PIPES SHALL BE REINFORCED CONCRETE UNLESS SPECIFIED OTHERWISE.

19. CONTRACTOR TO PROVIDE PRE-CONSTRUCTION PHOTOS OF ALL DRIVEWAYS TO PROJECT ENGINEER PRIOR TO

CONSTRUCTION. PHOTOS TO BE DIGITAL.

20. ALL EXISTING STORM DRAIN PIPES INCLUDING BOX CULVERTS WITHIN THE CONSTRUCTION LIMITS SHALL BE CLEANED

PRIOR TO COMPLETION OF PROJECT. COST TO BE INCLUDED IN GRADING COMPLETE.

21. ALL GRASSED MEDIANS, LANDSCAPED AREAS BETWEEN THE BACK OF CURB AND SIDEWALK AND SHOULDER BREAK POINT SHALL BE SODDED WITH BERMUDA SOD, UNLESS THERE IS EXISTING GRASS, THEN THE SOD TYPE FROM BACK OF CURB TO EXISTING GRASS SHALL MATCH ADJACENT GRASS. ALL COST ASSOCIATED WITH THIS REQUIREMENT SHALL BE INCLUDED IN

THE PRICE FOR 700-9000.

22. ALL EXISTING PEDESTRIAN FACILITIES, INCLUDING ACCESS TO TRANSIT STOPS, SHALL BE MAINTAINED. WHERE PEDESTRIAN ROUTES ARE CLOSED, ALTERNATE ROUTES SHALL BE PROVIDED. WHEN EXISTING PEDESTRIAN FACILITIES ARE DISRUPTED, CLOSED, OR RELOCATED WITHIN THE LIMITS OF THE PROJECT, THE TEMPORARY PEDESTRIAN FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING

PEDESTRIAN FACILITIES SHALL BE INCLUDED IN THE PRICE BID FOR GRADING COMPLETE.

23. THE CITY WILL PROVIDE BRICK PAVERS FOR ADA DETECTION SURFACES, BRICK SIDEWALK, BRICK MEDIANS, AND BRICK CROSSWALKS. THE CONTRACTOR IS RESPONSIBLE FOR PICKUP AND LOADING AT A CITY STORAGE YARD, DELIVERY TO THE

PROJECT LOCATION, AND UNLOADING/STORAGE.

Sheet Name and Number

04-002

WHITE CIRCLE GUARDRAIL ONLY OPTION

8/8/23

GENERAL NOTES

MAINTENANCE OF TRAFFIC GENERAL NOTES:

1. ALL ITEMS NECESSARY FOR COMPLIANCE WITH THESE REQUIREMENTS SHALL BE INCLUDED IN THE PRICE BID

FOR “TRAFFIC CONTROL”.

2. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES, LATEST EDITION.

3. TYPE 3 RETROREFLECTIVE SHEETING SHALL BE USED FOR ALL STANDARD HIGHWAY SIGNS REQUIRED REFLECTORIZED BACKGROUNDS EXCEPT AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS. TYPE 11 RETROREFLECTIVE SHEETING SHALL BE USED FOR ALL RED-SERIES SIGNS (R1-1, R1-2, R1-3, R5-1a), WARNING SIGNS AND OVERHEAD SIGNS, SCHOOL AND PEDESTRIAN0RELATED SIGNS, WITH THEIR REQUIRED PLAQUES AND ADVISORY NAME BLADES, SHALL HAVE FLORESCENT YELLOW/GREEN COLOR AND TYPE 11 SHEETING.

4. IN RESIDENTIAL AREAS, TEMPORARY AND PERMANENT SIGNS SHALL BE LOCATED ON OR AS CLOSE AS

POSSIBLE TO PROPERTY LINES.

5. EXISTING TRAFFIC SIGNS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION.

MAINTENANCE INCLUDES REPLACING DAMAGED AND STOLEN SIGNS, AND PERIODIC CLEANING OF EXISTING

SIGNS AND CONSTRUCTION RELATED TRAFFIC CONTROL DEVICES.

6. THE WORKSITE TRAFFIC CONTROL SUPERVISOR (WTCS) SHALL BE RESPONSIBLE FOR THE ELIMINATION OF ANY CONFLICTING PAVEMENT MARKINGS. THE WTCS SHALL NOT USE “BLACK OUT PAINT” TO ERADICATE CONFLICTING MARKINGS. THE ENGINEER SHALL MAKE THE FINAL DETERMINATION WHETHER THE CONFLICTING

MARKINGS HAVE BEEN ADEQUATELY ELIMINATED.

7. TEMPORARY TRAFFIC BARRIERS SHALL HAVE A TWO (2') FEET MINIMUM OFFSET FROM THE EDGE OF ANY TRAVEL LANE. VERTICAL PANELS MEETING THE MINIMUM REQUIREMENTS OF THE MUTCD AND SECTION 150, AND TEMPORARY BARRIERS THAT ARE CRASHWORTHY SHALL BE USED ADJACENT TO TRAVEL LANES, UNLESS PRIOR APPROVAL IS GRANTED BY THE CITY, THE TEMPORARY BARRIERS CANNOT BE PLACED LESS THAN TWO (2') FEET FROM THE EDGE OF THE TRAVEL LANE. THE USE OF TYPE I AND II BARRICADES AND TRAFFIC CONES IS

PROHIBITED.

8. TRAFFIC PANELS MEETING THE MINIMUM REQUIREMENTS OF THE MUTCD AND SECTION 150 SHALL BE USED FOR CHANNELIZATION OF TRAFFIC IN ALL TRAFFIC SHIFTS. FOR ANY WORK ZONE, THE MAXIMUM PANEL SPACING, IN FEET, SHALL BE THE DESIGN OR POSTED SPEED LIMIT, WHICHEVER IS LESS. BASED ON FIELD CONDITIONS, THE

MAXIMUM SPACING OF THE TRAFFIC PANELS MAY NEED TO BE FURTHER REDUCED.

9. ALL TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED BY THE CONTRACTOR SO AS TO NOT INTERFERE WITH

SIGHT DISTANCES ALONG ANY ADJACENT SIDE ROAD OR DRIVEWAY.

10. THE CITY OF MARIETTA RESERVES THE RIGHT TO MODIFY THIS MAINTENANCE OF TRAFFIC PLAN AS FIELD CONDITIONS WARRANT. IF ADDITIONAL TRAFFIC CONTROL DEVICES ARE REQUIRED, THESE SHALL BE PROVIDED

BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE DEPARTMENT.

11. ALL TRAFFIC CONTROL ACTIVITIES MUST BE REQUESTED THROUGH THE CITY OF MARIETTA WEBSITE AT LEAST 48 HOURS PRIOR TO THE ACTIVITY WITH THE EXCEPTION OF ROAD CLOSURES WHICH MUST BE REQUESTED 2 WEEKS PRIOR TO THE ROAD CLOSURE. THE REQUEST CAN BE COMPLETED ON THE CITY WEBSITE (WWW.MARIETTAGA.GOV) FROM THE ENGINEERING PAGE LOCATED IN THE PUBLIC WORKS PAGE. ANY

WORK BEING COMPLETED ON A STATE ROUTE MUST BE SUBMITTED TO GDOT FOR APPROVAL.

12. REFLECTORIZED TYPE 3 BARRICADES SHALL BE USED AT THE ACTUAL LOCATION OF TOTAL STREET CLOSURE. EACH BARRICADE SHALL HAVE TWO TYPE 'A' LIGHTS AND ONE R11-2 (ROAD CLOSED) SIGN

ATTACHED.

13. ALL M4-9 SIGNS SHALL HAVE ADVISORY BLADES (INSTALLED ABOVE THE “DETOUR” SIGN) IDENTIFYING THE

CLOSED STREET THAT THE DETOUR ROUTE SERVES.

14. INFORMATION SIGNS, INFORMING MOTORISTS OF THE ROAD CLOSURE, SHALL BE INSTALLED A MINIMUM OF 1 WEEK PRIOR TO THE ROAD CLOSURE. THESE SIGNS SHALL BE INSTALLED AT OR AS NEAR AS POSSIBLE TO THE ROAD CLOSURE. THE MESSAGE DISPLAYED MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL

OUTSIDE OF THE ROAD CLOSURE REQUEST FORM.

15. NO LANE CLOSURES ARE ALLOWED BETWEEN 6-9AM AND 4-7PM WITHOUT APPROVAL BY THE CITY OR AS

STIPULATED IN THE CONTRACT DOCUMENTS.

16. THE CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS TO ALL DRIVEWAYS AT ALL TIMES.

Sheet Name and Number

05-001

WHITE CIRCLE GUARDRAIL ONLY OPTION

10/4/23

SECTIONS

Sheet Name and Number

06-001

WHITE CIRCLE GUARDRAIL ONLY OPTION

8/24/23

QUANTITIES

TP 1 STONE

CONTROLLED LOW STRENGTH MATERIAL

TP 1 STONE WITH

CONTROLLED LOW-

STRENGTH MATERIAL (CLSM)

INSTALL GUARDRAILEND TREATMENT

TP 1 STONE

CONTROLLED LOW STRENGTH MATERIAL

GUARDRAIL POST

MIN 3' 6" FROM EP

INSTALL GUARDRAIL

END TREATMENT

RIP RAP MUST BE KEYED

INTO THE TOE OF THE SLOPE

MINIMUM OF 18" TO PREVENT FUTURE

UNDERCUTTING OF BANK

MINOR GRADING/SHAPING OF THE BANK

MAY BE NECESSARY IN ORDER TO STABILIZE SLOPE

FOR ROCK REPLACEMENT

Project

Date

Sheet Name and Number

13-001

WHITE CIRCLE GUARDRAIL ONLY OPTION

10/4/23

MAINLINE PLAN

Fe et

ESTIMATED ROW

GDOT HEADWALL

W/POURED IN PLACE

SPLASH PAD

W/DISSAPATORS AT

OUTLET

BALLOON LINE

EXISTING 36" PIPE

TO 34" PIPE

TP 1 STONE

CONTROLLED LOW STRENGTH MATERIAL

TP 1 STONE

CONTROLLED LOW STRENGTH MATERIAL

INSTALL GUARDRAIL

END TREATMENT

MINOR GRADING/SHAPING OF THE BANK

MAY BE NECESSARY IN ORDER TO STABILIZE SLOPE

FOR ROCK REPLACEMENT

Project

Date

Sheet Name and Number

13-002

WHITE CIRCLE GUARDRAIL ONLY OPTION

10/4/23

MAINLINE PLAN

1" = 20'

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Project

Date

Sheet Name and Number

24-001

WHITE CIRCLE GUARDRAIL ONLY OPTION

8/8/23

UTILITIES

Fe et

1:

Sheet Name and Number

40-001

WHITE CIRCLE GUARDRAIL ONLY OPTION

8/10/23

DETAILS

Sheet Name and Number

40-002

WHITE CIRCLE GUARDRAIL ONLY OPTION

Sheet Name and Number

40-003

WHITE CIRCLE GUARDRAIL ONLY OPTION

Sheet Name and Number

40-004

WHITE CIRCLE GUARDRAIL ONLY OPTION