Plan-Pueblo_Ditch_Repair_Project.pdf

GENERAL NOTES

W PUEBLO DITCH REPAIR PROJECT

C-2

GENERAL NOTES:

19. THE CONTRACTOR SHALL PROVIDE ACCESS TO PRIVATE

PROPERTY AT ALL TIMES, OR ENSURE ALTERNATE DETOURS

AND ACCESS, AND NECESSARY SIGNAGE IS IN PLACE.

20. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING STORM

WATER BEST MANAGEMENT PRACTICES (BMP's) AND MAINTAINING THEM DURING CONSTRUCTION. ALL BMP's

SHALL BE IN PLACE 24 HOURS BEFORE A FORECASTED RAIN

EVENT. ALL DISTURBED AREAS ARE TO BE SEEDED AS

DIRECTED BY THE ENGINEER.

21. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL

EXISTING MONUMENTS AND OTHER SURVEY MARKERS.

EACH MONUMENT SHALL BE IDENTIFIED BY A

PRE-CONSTRUCTION CORNER RECORD SUBMITTED TO THE

COUNTY SURVEYOR PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION. IDENTIFIED MONUMENTS SHALL BE

ENCASED IN A MONUMENT WELL AND A

POST-CONSTRUCTION CORNER RECORD SHALL BE PREPARED

TO CONFIRM THE MONUMENT LOCATION AND UPDATE THE

MONUMENT DESCRIPTION, AS NECESSARY. IF AN EXISTING

MONUMENT CANNOT BE ENCASED WITHOUT DISTURBANCE,

THE MONUMENT SHALL BE REPLACED PER THE STANDARD

DETAIL OF THE NAPA COUNTY ROAD AND STREET

STANDARDS. ALL WORK TO BE PERFORMED BY A LICENSED

LAND SURVEYOR. MONUMENTS AND SURVEY MARKERS

DESTROYED DURING CONSTRUCTION SHALL BE REPLACED

AND SUBJECT TO THE PROVISIONS OUTLINED ABOVE AT THE

CONTRACTOR'S EXPENSE. ALL MONUMENTS DISTURBED

DURING CONSTRUCTION SHALL BE REPLACED AT THE

CONTRACTOR'S EXPENSE BEFORE ACCEPTANCE OF THE

IMPROVEMENTS BY THE ENGINEER.

22. WORKING HOURS SHALL BE FROM 8:00 A.M. TO 5:00 P.M. OR

AS DIRECTED BY THE COUNTY'S REPRESENTATIVE, WITH NO

WORK OCCURRING AFTER THESE HOURS WITHOUT WRITTEN

APPROVAL BY THE DIRECTOR OF PUBLIC WORKS.

23. WHERE A SPECIAL SEQUENCE FOR CONSTRUCTION IS

REQUIRED TO ENSURE STRUCTURAL STABILITY AND SAFETY,

THE CONTRACTOR SHALL OBSERVE THE SEQUENCE CALLED

FOR IN THE DRAWINGS AND SPECIFICATIONS AS DIRECTED

BY THE ENGINEER.

24. CONSTRUCTION SHALL PROCEED IN SUCH A MANNER THAT

THE DAILY FLOW OF TRAFFIC ON ALL ADJACENT STREETS

SHALL BE MAINTAINED AS REQUIRED BY THE ENGINEER

AND/OR ANY OTHER GOVERNMENT BODY WHICH MAY

HAVE JURISDICTION OVER THE STREETS IN QUESTION. THE

PREMISES SHALL BE KEPT FREE FROM ACCUMULATION OF

WASTE MATERIALS AND DEBRIS ON A DAILY BASIS. AT THE

END OF THE JOB, THE CONTRACTOR SHALL REMOVE ALL

RUBBISH, SURPLUS MATERIALS, AND TOOLS AND LEAVE THE

WORK AREA CLEAN.

25. THE CONTRACTOR SHALL NOT PERFORM ANY

SPARK-PRODUCING ACTIVITIES ON "RED FLAG WARNING

DAYS". RED FLAG WARNING DAYS ARE DETERMINED BY THE

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

(NOAA) WITH FACTORS, SUCH AS EXTREME TEMPERATURES

AND WIND CONDITIONS INDUCING THE WARNINGS.

CONTRACTOR WILL RECEIVE 24 HOUR'S NOTICE IF A RED

FLAG WARNING DAY IS DECLARED AND IT WILL NOT COUNT

AGAINST THE CONTRACT WARNING DAYS.

26. APPROVAL OF THESE PLANS DOES NOT RELIEVE THE

CONTRACTOR OF RESPONSIBILITY FOR CORRECTION OF

MISTAKES, ERRORS, OR OMISSIONS BY SAME. IF DURING THE

COURSE OF CONSTRUCTION OF THESE IMPROVEMENTS,

PUBLIC INTEREST REQUIRES A MODIFICATION OR

DEPARTURE FROM THE SPECIFICATIONS, DETAILS, OR THESE

IMPROVEMENT PLANS, THE ENGINEER SHALL HAVE THE

AUTHORITY TO REQUIRE, IN WRITING, SUCH MODIFICATION

OR DEPARTURE AND SPECIFY THE MANNER IN WHICH THE

SAME IS DONE.

27. PARCEL LINES AND RIGHT-OF-WAY DISPLAYED ON THESE PLANS

WERE DERIVED FROM NAPA COUNTY GEOGRAPHIC INFORMATION

SYSTEM (GIS) AND ARE INTENDED FOR GENERAL REFERENCE ONLY

AND MAY NOT REFLECT RECENT AND/OR HISTORICAL PROPERTY

BOUNDARIES. THE GEOGRAPHIC PLACEMENT OF BOUNDARIES

ARE APPROXIMATE AND SHALL NOT BE CONSIDERED A LEGAL

DOCUMENT. ACCURATE PROPERTY INFORMATION SHOULD BE

DERIVED FROM APPROPRIATE SURVEY METHODS. THE COUNTY OF

NAPA MAKES NO WARRANTY, REPRESENTATION, OR GUARANTEE

AS TO THE CONTENT, SEQUENCES, ACCURACY, TIMELINESS, OR

COMPLETENESS OF ANY OF THE DATA PROVIDED HEREIN AND

EXPLICITLY DISCLAIMS ANY REPRESENTATIONS AND

WARRANTIES. THE COUNTY OF NAPA ASSUMES NO LIABILITY FOR

ANY ERRORS, OMISSIONS, OR INACCURACIES IN THE

INFORMATION PROVIDED.

28. EQUIVALENT MATERIALS TO BE SUBSTITUTED PER THE "APPROVED

EQUIVALENT" NOTE, SHALL BE APPROVED IN WRITING BY THE

ENGINEER, BEFORE USE. THE GENERAL CONTRACTOR AND THEIR

SUBCONTRACTOR MUST SUBMIT IN WRITING ANY REQUEST FOR

MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. SHOP

DRAWINGS SUBMITTED TO THE ENGINEER FOR REVIEW, WHICH

BEAR SUCH MODIFICATIONS, DO NOT CONSTITUTE A REQUEST IN

WRITING. TO BE ACCEPTABLE, SUCH SUBMITTALS SHALL BE

ACCOMPANIED BY A LETTER ITEMIZING THE PROPOSED CHANGES.

29. CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, AND

EQUIPMENT AND SERVICES OF EVERY KIND (INCLUDING WATER

AND POWER) NECESSARY FOR THE PROPER EXECUTION OF THE

WORK SHOWN OR INDICATED ON THESE DRAWINGS. ALL

MATERIALS SHALL BE NEW, AND MATERIALS AND WORKMANSHIP

SHALL BE OF A GOOD QUALITY. ALL WORKMEN AND

SUBCONTRACTORS SHALL BE SKILLED IN THEIR TRADE.

30. CONTRACTOR SHALL REPLACE ANY DEFECTIVE MATERIALS AND

CORRECT POOR WORKMANSHIP AT NO ADDITIONAL COST TO THE

COUNTY AND SHALL REMEDY ANY DEFECTS IN MATERIAL OR

WORKMANSHIP WHICH APPEAR WITHIN ONE (1) YEAR OF THE

DATE OF ISSUANCE OF A NOTICE OF COMPLETION BY NAPA

COUNTY. THIS WARRANTY APPLIES TO WORK DONE BY

SUBCONTRACTORS AS WELL AS WORK DONE BY THE EMPLOYEES

OF THE CONTRACTOR.

31. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE

EXECUTION OF ALL PROCEDURES REQUIRED TO PERFORM THE

WORK AND FOR PROTECTION OF ADJACENT PROPERTY,

STRUCTURES, STREETS, AND UTILITIES. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR ANY DAMAGE OR INJURY RESULTING FROM

THEIR ACTIONS AND/OR NEGLECT.

32. CONTRACTOR SHALL PROVIDE ENGINEER WITH NAMES, ADDRESS,

AND PHONE NUMBER OF AT LEAST TWO (2) EMERGENCY

CONTACTS FOR THE DURATION OF THE PROJECT.

33. PERSONAL VEHICLES OF THE CONTRACTOR'S EMPLOYEES SHALL

NOT BE PARKED ON THE TRAVELED WAY OR SHOULDERS,

INCLUDE ANY SECTION CLOSED TO PUBLIC TRAFFIC, BUT SHALL BE

PARKED AT THE STAGING AREA OR OTHER LOCATIONS APPROVED

BY THE ENGINEER. ALL STAGING AREAS SHALL BE RESTORED TO

THEIR PRE-CONSTRUCTION CONDITION BEFORE CONSTRUCTION IS

FINALIZED. TEMPORARY "NO STOPPING", "NO PARKING", AND

"TOW AWAY" SIGNS, SHALL BE POSTED BY THE CONTRACTOR

UPON AUTHORIZATION OF THE COUNTY.

34. CONTRACTOR SHALL NOTE THAT CLEARING AND GRUBBING IS

REQUIRED WITHIN THE "FENCED-IN" WORK AREA. CLEARING

AND GRUBBING INCLUDES REMOVAL OF NON-NATIVE

VEGETATION AND TREES, BUSHES, AND SHRUBS. OAK TREES

SHALL NOT BE REMOVED, BUT NON-NATIVE PLANT LIFE SUCH

AS BAMBOO AND PALM TREES, OR THE LIKE, SHALL BE

REMOVED AND ARE INCLUDED IN THE CLEARING AND

GRUBBING BID ITEM COST.

PROJECT GENERAL NOTES:

1. A COMPONENT IN ONE (1) CONTRACT PART APPLIES AS IF

APPEARING IN EACH. THE PLANS AND SPECIFICATIONS ARE

COMPLEMENTARY AND DESCRIBE AND PROVIDE FOR A

COMPLETE WORK. IF A DISCREPANCY IS FOUND OR CONFUSION

ARISES, REQUEST CORRECTION OR CLARIFICATION IN WRITING.

ANY DEVIATION FROM THE APPROVED PLANS AND

SPECIFICATIONS SHALL BE APPROVED BY THE ENGINEER AND

ALL CHANGES SHALL BE BY WRITTEN PERMISSION ONLY.

2. ALL WORKMANSHIP, MATERIALS, AND CONSTRUCTION SHALL

CONFORM TO THE CONTRACT SPECIFICATIONS, THESE PLANS,

NAPA COUNTY ROAD AND STREET STANDARDS, AND THE

LATEST CALTRANS STANDARD SPECIFICATIONS AND PLANS,

INSOFAR AS THEY MAY APPLY, UNLESS NOTED OTHERWISE.

ATTENTION IS ALSO DIRECTED TO THE STANDARD DRAWINGS

CONTAINED IN THE ABOVE STANDARDS, WHICH, WHEN

APPLICABLE, ARE INCLUDED IN THESE DRAWINGS AND/OR

REFERENCED BY STANDARD PLAN NUMBER. CONTRACTOR

SHALL HAVE IN POSSESSION, AT ALL TIMES, THE CURRENT SET OF

LISTED STANDARD SPECIFICATIONS, STANDARD PLANS, AND

NAPA COUNTY STANDARD SPECIFICATIONS.

CONSTRUCTION SPECIFICATIONS AND

STANDARDS:

1. THE CONTRACTOR SHALL BE IN RECEIPT OF APPROVED PLANS

AND SPECIFICATIONS PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF

LICENSE AS SPECIFIED IN THE CONTRACT DOCUMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST

ABATEMENT DURING CONSTRUCTION OPERATIONS. A WATER

TRUCK OR OTHER WATERING DEVICES SHALL BE ON THE

CONSTRUCTION SITE ON ALL WORKING DAYS WHEN NATURAL

PRECIPITATION DOES NOT PROVIDE ADEQUATE MOISTURE OR

COMPLETE DUST CONTROL. SAID WATERING DEVICE SHALL BE

USED TO SPRAY WATER ON THE SITE AT THE END OF EACH DAY

AND AT ALL OTHER INTERVALS AS NEED DICTATES, TO CONTROL

DUST, PURSUANT TO NAPA COUNTY ORDINANCE CODE, SECTION

12.20.330, CEQA, SECTION 15041. THE CONTRACTOR SHALL

IMPLEMENT DUST CONTROL PROCEDURES AS RECOMMENDED

FOR ALL CONSTRUCTION SITES BY THE BAY AREA AIR QUALITY

MANAGEMENT DISTRICT.

4. ANY BURNING ON THE SITE IS NOT ALLOWED.

1. NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF

ANY UNDERGROUND UTILITY LINES OR STRUCTURES SHOWN ON

THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE

RECORDS. NO GUARANTEE IS MADE AS TO THE ACCURACY OF

SUCH INFORMATION. CONTRACTOR IS REQUIRED TO TAKE DUE

PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES SHOWN

AND ANY OTHER LINES, UTILITIES, OR PUBLIC FACILITIES NOT

SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S SOLE

RESPONSIBILITY TO LOCATE, PROTECT, AND MAINTAIN ALL

EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PLANS.

BECAUSE OF THE NATURE OF THIS WORK, ADJUSTMENTS MAY BE

REQUIRED IN THE FIELD TO MEET EXISTING CONDITIONS. ANY

EXISTING FACILITIES OR STRUCTURES DAMAGED DURING

CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR, AT

THEIR SOLE EXPENSE, AND TO THE ENGINEER'S SATISFACTION.

2. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL

NOTES AND TYPICAL DETAILS. IN THE EVENT THAT CERTAIN

FEATURES OF THE CONSTRUCTION ARE NOT SHOWN OR CALLED

FOR, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME

CHARACTER AS SIMILAR CONDITIONS SHOWN OR NOTED.

3. THE CONTRACTOR SHALL CLEAN THE SITE AT THE END OF EACH

WORK DAY AND RESTORE THE SITE AT THE END OF THE PROJECT.

4. CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO

RESTRICT OPERATIONS TO THE LEAST AREA OF WORK POSSIBLE

AND TO MINIMIZE INTERFERENCE WITH TRAFFIC ALONG THE

ROAD, AND SHALL NOT DISTURB PRIVATE PROPERTY BEYOND

THE AREAS OF WORK.

5. CONTRACTOR SHALL CONTACT THE COUNTY ENGINEER, OR THEIR

DESIGNEE, TO ARRANGE A PRE-CONSTRUCTION CONFERENCE FOR

THE PURPOSE OF REVIEWING JOB REQUIREMENTS AND COUNTY

PROCEDURES. CONTRACTOR SHALL PROVIDE A CONSTRUCTION

SCHEDULE AT THE PRE-CONSTRUCTION CONFERENCE AND NO LESS

THAN TWO (2) WEEKS PRIOR TO START OF WORK.

6. DETAILS AND DIMENSIONS OF EXISTING CONDITIONS AS SHOWN ON

THESE DRAWINGS ARE NOT GUARANTEED AS TO THEIR ACCURACY.

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND DETAILS.

DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE

ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH WORK.

7. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF OSHA

REGULATIONS CONCERNING EXCAVATIONS.

8. CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER OR THEIR

DESIGNEE, AT LEAST 72 HOURS IN ADVANCE OF COMMENCEMENT OF

ANY PART OF THE WORK.

9. CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT

TEMPORARY BARRICADES TO PROVIDE FOR THE SAFETY OF THE STAFF

AND PUBLIC TO THE SATISFACTION OF THE ENGINEER.

10. A SET OF SIGNED PLANS AND A SET OF SPECIFICATIONS WILL BE KEPT

AT ALL TIMES AT THE JOB SITE ON WHICH ALL CHANGES,

EXCEPTIONS, MODIFICATIONS, OR VARIATIONS IN THE WORK,

INCLUDING ALL EXISTING UTILITIES, ARE TO BE RECORDED AND/OR

CORRECTED DAILY AND SUBMITTED TO THE ENGINEER AND ALL

AGENCIES INVOLVED, WHEN THE WORK TO BE DONE IS COMPLETED,

THESE WILL BE REFERRED TO AS "RECORD DRAWINGS".

11. CONTRACTOR SHALL VERIFY LOCATIONS, LEVELS, DISTANCES, AND

FEATURES THAT MAY AFFECT THE WORK. SHOULD EXISTING

CONDITIONS DIFFER FROM THOSE SHOWN OR INDICATED IN THESE

PLANS, STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS, OR IF

IT APPEARS THAT THESE PLANS, STANDARD SPECIFICATIONS, AND

SPECIAL PROVISIONS DO NOT ADEQUATELY DETAIL THE WORK TO BE

DONE, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO

CONTINUING WITH ANY RELATED WORK. NO ALLOWANCE WILL BE

MADE ON THE CONTRACTOR'S BEHALF FOR ANY EXTRA EXPENSE

RESULTING FROM FAILURE OR NEGLECT IN DETERMINING THE

CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. NOTED

DIMENSIONS TAKE PRECEDENCE OVER SCALE.

12. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.)

AT (800) 227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION, FOR

MARKING OF EXISTING UNDERGROUND FACILITIES.

13. CONTRACTOR SHALL INVESTIGATE THE SITE AND BE AWARE OF ANY

LIMITED OVERHEAD CLEARANCES.

14. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY

ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE

REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB

SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE

PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT

THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND

NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONTRACTOR

FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE COUNTY

AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR

ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS

PROJECT.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR LAWFUL OFF-SITE

DISPOSAL OF ALL SPOILS AND OTHER CONSTRUCTION RELATED

DEBRIS PER THE SPECIFICATIONS.

16. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, LICENSES,

APPROVALS, ETC. (AS NEEDED), BEFORE BEGINNING CONSTRUCTION.

17. CONSTRUCTION BIDS SHALL BE BASED ON WORK REQUIRED BY THIS

PLAN SET, WHETHER OR NOT SPECIFICALLY ITEMIZED ON THE BID

SHEET.

18. WEEKEND WORK IS NOT PERMITTED, NOR IS WORK OUTSIDE OF

ALLOTTED WORKING HOURS, UNLESS SPECIFICALLY APPROVED BY

THE ENGINEER IN WRITING.

RDS 25-36

WORK SHALL NOT OCCUR BETWEEN THE HOURS OF

5:00PM - 8:00AM, WITH ROADWAYS COMPLETELY OPEN

TO TRAFFIC, UNLESS APPROVED IN WRITING BY THE

DIRECTOR OF PUBLIC WORKS.

RDS 25-36

PLAN SHEET (STA 0+00 TO 3+00)

W PUEBLO DITCH REPAIR PROJECT

C-3

STA 0+00 TO 1+50 (TOP) & STA 1+50 TO 3+00 (BOTTOM)

SCALE: 1" = 10'

PLAN SHEET (STA 3+00 TO 6+00)

W PUEBLO DITCH REPAIR PROJECT

C-4

STA 3+00 TO 4+50 (TOP) & STA 4+50 TO 6+00 (BOTTOM)

SCALE: 1" = 10'

PLAN SHEET (STA 6+00 TO 12+00)

W PUEBLO DITCH REPAIR PROJECT

C-5

STA 6+00 TO 9+00 (TOP) & STA 9+00 TO 12+00 (BOTTOM)

SCALE: 1" = 20'

DETAIL SHEET

W PUEBLO DITCH REPAIR PROJECT

C-6

TYPICAL SECTION CUT DETAIL1

C-6 NO SCALE

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DITCH F

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(E) FENCE

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(N) 24" HDPE24" HDPE

AutoCAD SHX Text 6"

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VARIES 12" TYP

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6" TYP

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(N) FINISHED GRADE. SEED WITH NATIVE GRASS SEED MIX.

AutoCAD SHX Text S = 0.02

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FILL WITH " X " 34" X " 12" CLEAN CRUSHED ROCK

AutoCAD SHX Text CUT (E) DRAIN PIPE AND INSTALL REDUCING TEE PER ADS DRAWING NUMBER 2420 (PART NUMBER 2460AN65B, 2461AN65B, 2462AN65B, OR 2463AN65B). ATTACH TO (N) 24" HDPE PIPE SIZED TO MATCH (E) DRAIN PIPE DIAMETER.

AutoCAD SHX Text APPROXIMATE LIMITS OF EXCAVATION. ADDITIONAL DEPTH MAY BE NECESSARY, BUT IS CHANGE ORDER WORK.

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(E) DRAIN PIPE. CONTINUES TO PRIVATE PROPERTY.

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(E) FENCE

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NATIVE SOIL BACKFILL OR APPROVED IMPORT FILL, 90% RELATIVE COMPACTION

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(N) DRAIN INLETS INSTALLED EVERY 200 LF±, PERADS DETAIL C-7 (HDPE RISER TEE DETAIL). REFER TO THE PLAN SHEETS FOR GENERAL LOCATIONS & COORDINATE ACTUAL DI INSTALLATION LOCATION(S) WITH ENGINEER. CONTRACTOR TO INSTALL CONCRETE COLLAR AROUND HDPE PIPE AT JOINTS AND WHERE CONNECTING TO DI. CONCRETE SHALL BE 3,000 PSI MIN, 6-INCHES THICK, AND EXTEND 12-INCHES ON EITHER SIDE OF THE JOINT (THIS WORK SHALL BE INCLUDED UNDER THE DRAINAGE INLET BID ITEM).

AutoCAD SHX Text DRAIN PIPES OUTLETTING TO DITCH RANGE IN SIZE. TYP PIPE RANGES BETWEEN 4" AND 12" SDR 35 PIPE & OTHER MISCELLANEOUS MATERIALS (I.E., METAL, PVC, ETC.). ANY PIPE THAT DAYLIGHTS 6" ABOVE THE (N) 24" HDPE PIPE SHALL BE DIRECTED TO OVERLAND FLOW. PROVIDE A RSP PAD (REFER TO SECTION 65 "STORM DRAINAGE FACILITIES" OF THE TECHNICAL SPECIFICATIONS).

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VARIES

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GSW

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DESIGN:

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DRAWN BY:

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CHKD:

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SKB

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SKB

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SHEET

DETAIL SHEET

W PUEBLO DITCH REPAIR PROJECT

C-7

EXISTING SITE CONDITIONS DETAIL2

C-7 NO SCALE

HDPE RISER TEE DETAIL3

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4' AVERAGE

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(VARIES)

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6' AVERAGE

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(VARIES)

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VARIES

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0.5' AVG

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3' AVG

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(VARIES)

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DITCH BANK

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(E) FENCE

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1. THE SKETCH PROVIDED IS CONCEPTUAL AND EXISTING CONDITIONS VARY. THE SKETCH PROVIDED IS CONCEPTUAL AND EXISTING CONDITIONS VARY.

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DESIGN:

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