Attachment_1_-_Repair_Sanitary_Sewer_DWG_Part_1.pdf

Rumsey Consulting Engineering, Inc.

910 Howard Avenue

(228) 432-9344

Biloxi, Mississippi 39530

PLANS PREPARED BY:

BRASHER RD.

U.S.

ADMINISTRATION

DR.

DR.

DR.

JAMES

BLVD.

ROBERTSON

ST.

U.S. HWY. 90

VICINITY MAP

NOT TO SCALE

N

PROJECT

AREA

PLANS PREPARED FOR:

Computer Sciences Corporation

Applied Technologies Group

508 L Street, Bldg. 4705

Keesler AFB, MS 39534

REPAIR SEWAGE DISTRIBUTION SYSTEM

PHASE 1

PROJECT MAHG 10-1016

KEESLER AIR FORCE BASE

BILOXI, MISSISSIPPI

DATE

LAWRENCE C. RUMSEY, P.E., P.L.S.

ENGINEER

7404 11-24-10

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INDEX OF DRAWINGS

GENERAL NOTES

SUMMARY OF QUANTITIES

SOIL BORING LOCATIONS

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07-06-10

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UNNAMED ROAD - STA 0+00 TO 5+75

ALIGNMENT "I" - STA 0+00 TO 4+25

ALIGNMENT "D" - STA 1+50 TO 3+85.15

WATER AND SEWER PLAN & PROFILE SHEETS

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PAVEMENT MARKING DETAIL SHEET

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PAVING DETAILS - JACK AND BORE DETAIL SHEET

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MEADOWS DRIVE (EAST) - STA 0+50 TO 5+00

MEADOWS DRIVE (EAST) - STA 5+00 TO 10+50

MEADOWS DRIVE (EAST) - STA 21+50 TO 27+00

"G" STREET (EAST) - STA 0+00 TO 5+00

"G" STREET (EAST) - STA 5+00 TO 10+50

"G" STREET (EAST) - STA 10+50 TO 16+00

"G" STREET (EAST) - STA 21+50 TO 27+41.11

"I" STREET (FISHER STREET) - STA 5+50 TO 11+00

"I" STREET (FISHER STREET) - STA 11+00 TO 16+50

"I" STREET (FISHER STREET) - STA 16+50 TO 22+50

"H" STREET (EAST) - STA 5+50 TO 11+00

"H" STREET (EAST) - STA 11+00 TO 16+50

"H" STREET (EAST) - STA 16+50 TO 22+00

"H" STREET (EAST) - STA 22+00 TO 27+40.53

ZERO STREET - STA 0+00 TO 3+25

"J" STREET (EAST) - STA 0+00 TO 5+00

FIRST STREET - STA 10+50 TO 16+50

FIRST STREET - STA 16+50 TO 19+39.69

SECOND STREET - STA 0+00 TO 5+00

SECOND STREET - STA 5+00 TO 10+50

SECOND STREET - STA 10+50 TO 16+00

SECOND STREET - STA 16+00 TO 19+30.39

"J" STREET (EAST) - STA 5+00 TO 10+50

"J" STREET (EAST) - STA10+50 TO 16+00

"J" STREET (EAST) - STA16+00 TO 18+81.31

THIRD STREET - STA 0+00 TO 5+00

THIRD STREET - STA 5+00 TO 10+50

FIFTH STREET - STA 0+00 TO 4+75

MEADOWS DRIVE (EAST) - STA 28+25 TO 33+50

MEADOWS DRIVE (EAST) - STA 33+50 TO 38+50

"H" STREET (EAST) - STA 0+25W TO 5+50

"I" STREET (FISHER STREET) - STA 0+25W TO 5+75

ALIGNMENT "B" - STA 0+00 TO 4+75

ALIGNMENT "B" - STA 4+75 TO 9+37.05

ALIGNMENT "F" - STA 1+00 TO 7+00

THIRD STREET - STA 10+50 TO 16+00

THIRD STREET - STA 16+00 TO 20+00

LARCHER BLVD - STA 0+00 TO 5+00

LARCHER BLVD - STA 5+00 TO 10+50

LARCHER BLVD - STA 10+50 TO 14+00

FIFTH STREET - STA 4+75 TO 10+50

FIFTH STREET - STA 10+50 TO 16+25

FENCE DETAILS - DRAINAGE STRUCTURE DETAIL

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OV_01 OVERALL EXISTING SEWER SYSTEM

OVERALL PROPOSED SEWER SYSTEMOV_02

PV_04 SANITARY SEWER DETAILS

MEADOWS DRIVE (WEST) - STA 0+50 TO 6+00

MEADOWS DRIVE (WEST) - STA 0+50 TO 6+00

MEADOWS DRIVE (EAST) - STA 0+50 TO 5+00

MEADOWS DRIVE (EAST) - STA 5+00 TO 10+50

MEADOWS DRIVE (EAST) - STA 21+50 TO 27+00

MEADOWS DRIVE (EAST) - STA 28+25 TO 33+50

MEADOWS DRIVE (EAST) - STA 33+50 TO 38+50

"G" STREET (EAST) - STA 0+00 TO 5+00

"G" STREET (EAST) - STA 5+00 TO 10+50

"G" STREET (EAST) - STA 10+50 TO 16+00

"G" STREET (EAST) - STA 21+50 TO 27+41.11

ALIGNMENT "G" - STA 5+00 TO 7+60

ALIGNMENT "G" - STA 0+00 TO 5+00

"I" STREET (FISHER STREET) - STA 5+50 TO 11+00

"I" STREET (FISHER STREET) - STA 11+00 TO 16+50

"I" STREET (FISHER STREET) - STA 16+50 TO 22+50

"H" STREET (EAST) - STA 5+50 TO 11+00

"H" STREET (EAST) - STA 11+00 TO 16+50

"H" STREET (EAST) - STA 16+50 TO 22+00

"H" STREET (EAST) - STA 22+00 TO 27+40.53

"H" STREET (EAST) - STA 0+25W TO 5+50

"I" STREET (FISHER STREET) - STA 0+25W TO 5+75

ALIGNMENT "G" - STA 5+00 TO 7+60

ALIGNMENT "G" - STA 0+00 TO 5+00

ALIGNMENT "B" - STA 0+00 TO 4+75

ALIGNMENT "B" - STA 4+75 TO 9+37.05

ZERO STREET - STA 0+00 TO 4+00

ALIGNMENT "F" - STA 1+00 TO 7+00

FIRST STREET - STA 10+50 TO 16+50

FIRST STREET - STA 16+50 TO 19+39.69

SECOND STREET - STA 0+00 TO 5+00

SECOND STREET - STA 5+00 TO 10+50

SECOND STREET - STA 10+50 TO 16+00

SECOND STREET - STA 16+00 TO 19+30.39

ALIGNMENT "H" - STA 0+00S TO 3+00S

"J" STREET (EAST) - STA10+50 TO 16+00

"J" STREET (EAST) - STA16+00 TO 18+81.31

"J" STREET (EAST) - STA 5+00 TO 10+50

THIRD STREET - STA 0+00 TO 5+00

THIRD STREET - STA 5+00 TO 10+50

THIRD STREET - STA 10+50 TO 16+00

THIRD STREET - STA 16+00 TO 20+00

LARCHER BLVD - STA 0+00 TO 5+00

LARCHER BLVD - STA 5+00 TO 10+50

LARCHER BLVD - STA 10+50 TO 14+00

FIFTH STREET - STA 0+00 TO 4+75

FIFTH STREET - STA 4+75 TO 10+50

FIFTH STREET - STA 10+50 TO 16+25

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OMITTED

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ALIGNMENT "C" - STA 0+00 TO 5+00

ALIGNMENT "C" - STA 0+00 TO 5+00

ALIGNMENT "I" - STA 4+25 TO 9+69.18

UNNAMED ROAD - STA 0+00 TO 5+75

ALIGNMENT "I" - STA 0+00 TO 4+25

ALIGNMENT "I" - STA 4+25 TO 9+69.18

ALIGNMENT "H" - STA 0+00S TO 3+00S

ALIGNMENT "D" - STA 1+50 TO 3+85.15

ALIGNMENT "C" - STA 5+00 TO 7+10.61

ALIGNMENT "E" - STA 0+00 TO 3+50

RM_62 ALIGNMENT "J" - STA 0+00 TO 6+18.96

RM_40 "J" STREET (EAST) - STA 0+00 TO 5+00

ALIGNMENT "C" - STA 5+00 TO 7+10.61

ALIGNMENT "E" - STA 0+00 TO 5+75

PP_62 ALIGNMENT "J" - STA 0+00 TO 6+18.96

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CONSTRUCTION DETAILS

GN_03 LEGEND AND ABBREVIATIONS

SOIL BORING LOCATION LOGS

SOIL BORING LOCATION LOGS

TRAFFIC CONTROL DETAIL SHEET

REMOVAL LAYOUT SHEET

PLAN PROFILE LAYOUT SHEET

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VERTICAL CONTROL SHEET

HORIZONTAL CONTROL SHEET

BENCH MARK CONTROL SHEET

MEADOWS DRIVE (EAST) - STA 10+50 TO 16+00

MEADOWS DRIVE (EAST) - STA 16+00 TO 21+50

MEADOWS DRIVE (EAST) - STA 10+50 TO 16+00

MEADOWS DRIVE (EAST) - STA 16+00 TO 21+50"G" STREET (EAST) - STA 16+00 TO 21+50

"G" STREET (EAST) - STA 0+00 TO 5+00

"G" STREET (EAST) - STA 5+00 TO 10+25

"G" STREET (EAST) - STA 10+25 TO 14+25

"H" STREET (WEST) - STA 0+25 TO 6+00

"I" STREET (FISHER STREET) - STA 0+25W TO 5+50

"G" STREET (EAST) - STA 16+00 TO 21+50

"G" STREET (EAST) - STA 0+00 TO 5+00

"G" STREET (EAST) - STA 5+00 TO 10+25

"G" STREET (EAST) - STA 10+25 TO 14+25

"H" STREET (WEST) - STA 0+25 TO 6+00

"I" STREET (FISHER STREET) - STA 0+25W TO 5+50

CONSTRUCTION DETAILS

STORMWATER DETAIL SHEET

STORMWATER DETAIL SHEET

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17. SEE SPECIAL NOTES TO CONTRACTOR CONCERNING WATER AND SEWER CONFLICTS.

GENERAL

"ALL DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO QUANTIFY THE MATERIALS SPECIFIED AND INDICATE THEIR

INTENDED RELATIONSHIP TO EACH OTHER. THE DRAWINGS ARE NOT TO BE SCALED. THE VARIOUS SCALES USED ON

THE DRAWINGS MAY NOT ALLOW FOR ALL FITTINGS, OFFSETS, AND ACCESSORIES THAT MAY BE REQUIRED TO COMPLETE

THE WORK. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE CONDITIONS THAT WOULD AFFECT THE WORK TO BE

PERFORMED AND SHALL ARRANGE SUCH WORK AS NECESSARY TO COMPLY WITH THE INTENT OF THE CONSTRUCTION

DOCUMENTS."

THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS BASED UPON THE BEST INFORMATION AVAILABLE TO THE

ENGINEER, AND HAS NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR HIS REPRESENTATIVE. THE ENGINEER CANNOT AND DOES NOT

WARRANT THAT THE INFORMATION IS COMPLETE OR ACCURATE. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH CSC AND THE

INVOLVED UTILITY OWNERS TO HAVE THE EXACT LOCATION OF ALL EXISTING UTILITIES DETERMINED BEFORE COMMENCING ANY WORK AND

AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR�S FAILURE TO EXACTLY

LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

SEWER

1. CONTRACTOR TO MATCH EXISTING GRADE (PAVEMENT, SIDEWALK, ETC.) ON ALL PROPOSED SEWER MANHOLE TOPS. TOP ELEVATIONS SHOWN

ARE PLUS OR MINUS.

2. CONTRACTOR SHALL HAVE ON HAND AT ALL TIMES THE NECESSARY FITTINGS AND ACCESSORIES NEEDED TO PERFORM AN EMERGENCY REPAIR

ON THE EXISTING SANITARY SEWER FORCE MAIN, SHOULD THE MAIN BE RUPTURED DURING THE CONSTRUCTION OF THIS PROJECT.

3. PAYMENT FOR STEPS AND INSTALLATION OF STEPS IN ALL SANITARY SEWER MANHOLES SHALL BE INCLUDED IN PAY ITEM NO. 907-604-D.

4. THE CONTRACTOR SHALL NOT OPERATE ANY VALVE, LIFT STATION OR PLUG ANY SEWER LINE WITHOUT SPECIAL PERMISSION FROM CSC.

5. BEFORE UNDERTAKING ANY PORTION OF WORK INVOLVING LAYING NEW LEWER LINES, THE CONTRACTOR SHALL HAVE ALL UNDERGROUND

UTILITIES CLEARLY MARKED AT ALL JACK AND BORE LOCATIONS AND SHALL HAVE DETERMINED THE EXACT ELEVATIONS OF ANY AND ALL

EXISTING LINES, BOXES, CABLES; ETC. THAT MAY BE IN THE DIRECT PATH OF THE PROPOSED JACK AND BORE. SHOULD IT BE DETERMINED

FROM THE FIELD INVESTIGATION THAT THERE IS A CONFLICT WITH EXISTING UTIITIES WITH THE PROPOSED JACK AND BORE AT ANY LOCATION, THE CONTRACTOR SHALL PROMPTLY REPORT IN WRITING TO CSC OR HIS AUTHORIZED REPRESENTATIVE THE AFOREMENTIONED CONFLICT. THE

CONTRACTOR SHALL OBTAIN A WRITTEN INTERPRETATION OR CLARIFICATION FROM CSC OR HIS AUTHORIZED REPRESENTATIVE BEFORE PROCEEDING

WITH ANY WORK AFFECTED BY SAID CONFLICT.

MISC. WATER/SEWER/DRAINAGE

1. CONTRACTOR SHALL VIDEO ALL NEW SANITARY SEWER MAINS AND SERVICES ON THE PROJECT. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING AT HIS OWN EXPENSE ANY DAMAGED SANITARY SEWER LINES AND

APPURTENANCES; STORM DRAIN LINES AND APPURTENANCES; DRAINAGE STRUCTURES; WATER LINES AND APPURTENANCES AND ANY OTHER EXISTING

STRUCTURES OR OBSTRUCTION WHICH, IN THE OPINION OF THE CSC, WAS DAMAGED DUE TO THE NEGLIGENCE OF THE CONTRACTOR.

3. PICK-UP HOLES WILL NOT BE ALLOWED IN ANY PIPE.

4. CONTRACTOR MUST KEEP THE WATER, SEWER, AND DRAINAGE SYSTEMS FUNCTIONAL AND ALL BUILDINGS IN SERVICE AT ALL TIMES UNLESS

MINIMAL UTILITY OUTAGES ARE APPROVED BY CSC WITH A MINIMUM OF THREE (3) WORKING DAYS NOTICE. NO SERVICE SHALL BE LEFT OFF TO

ANY BUILDING OVERNIGHT.

5. CONTRACTOR SHALL POUR CONCRETE INVERTS IN ALL DRAINAGE STRUCTURES AND SEWER MANHOLES, AS DIRECTED BY CSC OR HIS AUTHORIZED

REPRESENTATIVE, AT NO ADDITIONAL COST.

6. DRAINAGE CULVERTS, WATER AND SEWER MAINS/SERVICES ARE TO BE TIED INTO EXISTING LINES SO THAT IT WILL NOT CAUSE ANY DAMAGE.

THE CONTRACTOR AT HIS SOLE EXPENSE SHALL REPAIR ANY DAMAGES THAT OCCUR AND ALL REPAIRS SHALL BE TO THE SATISFACTION OF CSC.

7. ALL ABANDONED LINES TO BE FILLED WITH FLOWABLE CONCRETE FILL (CEMENT GROUT) AND CAPPED.

8. FITTINGS, RESTRAINTS, APPURTENANCES, ETC. NECESSARY TO REPLACE EXISTING SEWER AND WATER LINES SHALL BE ABSORBED IN THE

COST OF THE PIPE.

9. CONTRACTOR SHALL DISPOSE OF ALL PIPES AND DRAINAGE STRUCTURES SCHEDULED FOR REMOVAL, EXCLUDING SERVICE LINES UNDER PAY

ITEM NO. 907-202-A AND 907-202-B, REMOVAL OF OBSTRUCTIONS.

10. CONTRACTOR SHALL RECONNECT ALL EXISTING SEWER SERVICES TO THE NEW SEWER MAIN OR SEWER MAN HOLES AS PER THE DRAWINGS. IN

THE EVENT THAT SERVICES ARE ENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL EITHER CONNECT SAID SERVICE

TO THE NEW SEWER MAIN OR ABANDON AND CAP SAID SERVICE, AS DIRECTED BY CSC.

11. ALL EXCAVATED MATERIAL NOT IMMEDIATELY REUSED AS BACKFILL, THAT IS DEEMED AS SUITABLE FOR REUSE BY CSC, SHALL BE

STOCKPILED ON BASE AT A SITE LOCATION AS SPECIFIED BY CSC.

12. IF NO SIZE DETERMINED IN FIELD, EXISTING SEWER LINE IS SHOWN AS 8" ON PLAN PROFILE SHEET. (CONTRACTOR TO FIELD VERIFY.)

13. EXISTING SEWER SERVICE LINE SIZES SHALL BE DETERMINED IN THE FIELD. NEW SEWER SERVICE SIZE SHALL BE 6" UNLESS DIRECTED

OTHERWISE BY CSC OR HIS AUTHORIZED REPRESENTATIVE. IN NO CASE SHALL A SEWER SERVICE BE SMALLER THAN 6", OR A WATER SERVICE

SMALLER THAN 1".

14. CONTRACTOR SHALL EXPLORE AHEAD (SURFACE AND SUBSURFACE) 200 FEET OF THE PIPE BEING LAID SO THAT PROPER ADJUSTMENTS CAN BE

MADE IN THE ALIGNMENT OF THE PIPE IN CASE OF CONFLICTS WITH EXISTING STRUCTURES, UTILITIES, OR ANY OTHER KNOWN OR UNKNOWN

OBSTRUCTION.

15. AT ALL LOCATIONS WHERE PIPE AND/OR FITTING COME IN CONTACT WITH CONCRETE, THE TWO MATERIALS SHALL BE SEPARATED BY

18 " SHEET RUBBER.

16. WELLPOINTING PERFORMED BY THE CONTRACTOR FOR ANY ITEM OF WORK SHALL BE CONSIDERED AS AN ABSORBED COST BY THE

CONTRACTOR FOR THE ITEM OF WORK BEING PERFORMED.

EROSION CONTROL

1. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH ALL MATERIALS AND PERFORM ALL WORK FOR THE PROPER INSTALLATION, MAINTENANCE

AND REMOVAL OF TEMPORARY EROSION CONTROL MEASURES NECESSARY TO CONTROL SILTATION. IF THERE IS NO SEPARATE PAY ITEM FOR

TEMPORARY EROSION CONTROL MEASURES, THE COST OF TEMPORARY EROSION CONTROL SHALL BE ABSORBED IN OTHER ITEMS BID. NO HAY BALES

ALLOWED ON THIS PROJECT.

2. CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCES AROUND THE PERIMETER OF ALL VEGETATED AREAS WHICH ARE DISTURBED AND

SHALL PREVENT SILTATION OF ADJACENT DRAINAGE SYSTEMS AND CHANNELS WITH SILT FENCING AND WATTLES. CONTRACTOR SHALL BE

RESPONSIBLE FOR MAINTAINING EROSION CONTROL DURING THE ENTIRE COURSE OF THIS WORK PER STORMWATER BEST MANAGEMENT PRACTICES.

3. SILT FENCES SHALL BE INSTALLED AROUND ALL STOCKPILED MATERIALS.

4. REPAIRED SWALES SHALL BE SODDED WITH THE APPROPRIATE SOD DEPENDING ON THE TIME OF YEAR.

5. ALL DISTURBED AREAS OUTSIDE STREETS SHALL BE GRADED AND SODDED WITH THE APPROPRIATE SOD DEPENDING ON THE TIME OF YEAR

AFTER CONSTRUCTION IS COMPLETE.

6. THE PLACEMENT OF EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE MISSISSIPPI DEPARTMENT OF QUALITY�S

PLANNING AND DESIGN MANUAL FOR THE CONTROL OF EROSION, SEDIMENT AND STORMWATER.

7. NATURAL VEGETATION SHALL BE MAINTAINED AND PROTECTED WHEREVER POSSIBLE.

8. ALL CONSTRUCTION TRAFFIC SHALL ENTER/EXIT THE SITE THROUGH THE CONSTRUCTION ENTRANCE. A CONSTRUCTION ENTRANCE IS REQUIRED

AT ALL ACCESS POINTS ON THE SITE.

9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION CONTROLS THROUGHOUT THE DURATION OF THE PROJECT.

10. TEMPORARY OR PERMANENT VEGETATIVE PRACTICES SHALL BE IMPLEMENTED WITHIN SEVEN CALENDAR DAYS WHEN A DISTURBED AREA WILL BE

LEFT UNDISTURBED FOR THIRTY DAYS OR MORE.

11. TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL NOT BE REMOVED UNTIL PERMANENT EROSION CONTROLS ARE ESTABLISHED ON ALL

DISTURBED AREAS. FINAL APPROVAL ON THE PROJECT WILL NOT BE MADE UNTIL ALL TEMPORARY EROSION CONTROLS ARE REMOVED AND

PERMANENT EROSION CONTROLS ARE EFFECTIVELY ESTABLISHED.

12. ALL EQUIPMENT REPAIR AND MAINTENANCE SHALL BE DONE OFFSITE.

13. RECEPTACLES SHALL BE PROVIDED TO PROPERLY DISPOSE OF ALL TRASH AND WASTE. ALL CONSTRUCTION DEBRIS SHALL BE PICKED UP AT

THE END OF EACH DAY AND SHALL BE REMOVED COMPLETELY FROM THE SITE AT THE END OF THE PROJECT.

14. SANITARY FACILITIES SHALL BE PROVIDED ON-SITE FOR ALL EMPLOYEES.

15. TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PRIOR TO THE START OF ANY WORK. IF IT WILL BE REQUIRED TO

REMOVE THEM TEMPORARILY DUE TO CONSTRUCTION ACTIVITIES, ONCE THOSE ACTIVITIES ARE COMPLETED OR AT THE END OF THE WORK DAY, THE TEMPORARY CONTROLS SHALL BE REINSTALLED IMMEDIATELY.

16. ALL EROSION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE STORMWATER DETAILS.

17. ADDITIONAL EROSION AND SEDIMENT CONTROLS MAY BE DEEMED NECESSARY IF THE CONTROLS FOUND IN THIS STORMWATER MANAGEMENT PLAN

ARE FOUND TO BE INEFFECTIVE.

18. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM CONTROLS WHEN IT REACHES ‰ THE HEIGHT OF THE CONTROL. THE SEDIMENT SHALL BE

PROPERLY DISPOSED OF SO AS NOT TO CAUSE SEDIMENTATION IN ANOTHER LOCATION.

19. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED WEEKLY AND FOLLOWING ANY RAIN EVENT. NON-FUNCTIONING, INEFFECTIVE OR

DAMAGED CONTROLS SHALL BE REPAIRED, REPLACED OR SUPPLEMENTED WITH FUNCTIONAL CONTROLS WITHIN 24 HOURS OF DISCOVERY.

20. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ANY SEDIMENT THAT MIGRATES INTO THE STORM DRAIN SYSTEM.

21. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ANY SEDIMENT OR CONSTRUCTION DEBRIS THAT IS TRACKED ONTO ADJACENT PAVED

AREAS. ADJACENT STREETS SHALL BE KEPT CLEAN THROUGHOUT CONSTRUCTION AND SHALL BE CLEANED WITH A STREET-SWEEPER OR SIMILAR

TECHNIQUE IMMEDIATELY UPON DISCOVERY OF SEDIMENT. WASHING DOWN OF THE STREET OR ANY PAVED AREAS IS NOT ALLOWED.

22. ANY SEDIMENT THAT HAS MIGRATED OFFSITE SHALL BE REMOVED IMMEDIATELY UPON DISCOVERY.

23. CERTIFICATE OF DEVELOPMENT COMPLIANCE SHALL NOT BE APPROVED UNTIL ALL PERMANENT EROSION CONTROLS ARE ESTABLISHED AND

TEMPORARY EROSION CONTROLS ARE ABLE TO BE REMOVED.

SPECIAL NOTES TO CONTRACTOR:

WATER/SEWER LINE CONFLICTS

1. IN ALL CASES WHERE THE NEW SEWER LINE BEING CONSTRUCTED HAS LESS THAN A TEN (10’) FOOT HORIZONTAL SEPARATION FROM THE

EXISTING POTABLE WATER LINE, THE CONTRACTOR SHALL SUBSTITUTE THE SDR 26 PVC MATERIAL FOR THE SEWER LINE WITH SDR 18 C-900

PVC, OR SDR 21 C-900 PVC AS SPECIFIED. THE CONTRACTOR SHALL USE THE APPROPRIATE TRANSITION GASKETS AND FITTINGS WITH

MEGALUGS TO TRANSITION FROM SDR 26 PVC PIPE TO SDR 18 C-900 PVC PIPE. IN ALL CASES, THE CONTRACTOR SHALL ADHERE TO THE MOST

CURRENT MISSISSIPPI STATE HEALTH DEPARTMENT REGULATIONS WITH REGARD TO WATER AND SEWER LINE SEPARATION, BOTH HORIZONTALLY

AND VERTICALLY.

THESE PLANS HAVE ATTEMPTED TO IDENTIFY AND QUANTIFY ALL OF THESE SEGMENTS OF SEWER LINE THAT WILL BE REQUIRED TO MEET THESE

STANDARDS. THIS INFORMATION WAS DETERMINED FROM BEST AVAILABLE INFORMATION FROM FIELD SURVEYS AND RECORD DRAWINGS AS

SUPPLIED BY CSC.

JACK AND BORE

2. CONTRACTOR SHALL UTILIZE A GROUND RADAR SYSTEM SIMILAR TO THE "UTILITY SCAN" SYSTEM BY GEOPHYSICAL SURVEY SYTEMS, INC., TO

DETERMINE THE SIZE, ELEVATION AND LOCATION OF EXISTING UNDERGROUND UTILITIES AT ALL PROPOSED JACK AND BORE LOCATIONS. THIS

INVESTIGATIVE WORK SHALL BE PERFORMED PRIOR TO ANY PIPE LAYING ACTIVITIES AND SHALL BE PRESENTED TO CSC FOR ANALYSIS TO

DETERMINE THE FEASIBILITY OF SAID JACK AND BORE OPERATIONS. CSC WILL MAKE THE FINAL DETERMINATION AS TO LOCATION AND

ELEVATION FOR THE INSTALLATION OF THE PROPOSED SANITARY SEWER LINE AT ALL PROPOSED JACK AND BORE LOCATIONS.

DATE

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07-06-10

N.T.S.

P-10.03

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UTILITIES GENERAL

1. CONTRACTORS SHALL MAKE EVERY EFFORT TO PROTECT EACH PRIVATE UTILITY ENCOUNTERED AND COORDINATE ADJUSTMENTS AND/OR UTILITY

RELOCATIONS WITH UTILITY OWNERS. ANY DAMAGES DONE TO UTILITIES SHALL BE REPLACE/REPAIRED AT THE CONTRACTOR�S EXPENSE.

CITY OF BILOXI PUBLIC WORKS (WATER/SEWER/DRAINAGE) 1-228-435-6271

CENTERPOINT ENERGY ENTEX (GAS) 1-228- 896-7500

MISSISSIPPI POWER CO. (POWER) 1-800-532-1502

COAST ELECTRIC (POWER) 1-800-624-3348

AT&T 1-877-737-2478

CABLE ONE 1-228-374-5900

MISSISSIPPI ONE CALL 1-800-227-6477

CSC, 508L STREET (BLDG. 4705) KAFB, MS. 39534

VICTOR TILLEY, PROGRAM MANAGER 1-228-377-5855

CLAYTON GUILLORY, INSPECTOR 1-228-377-5856

ROBERT MANTER, UTILITIES MANAGER 1-228-377-4390

2. ADJUSTMENTS TO GAS, TELEPHONE, T.V. CABLE, AND POWER APPURTENANCES SHALL BE MADE BY OTHERS, BUT SHALL BE COORDINATED BY

THE CONTRACTOR.

3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS BASED UPON THE BEST INFORMATION AVAILABLE TO THE

ENGINEER, AND HAS NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR HIS REPRESENTATIVE. THE ENGINEER CANNOT AND DOES NOT

WARRANT THAT THE INFORMATION IS COMPLETE OR ACCURATE. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE INVOLVED UTILITY

OWNERS TO HAVE THE EXACT LOCATION OF ALL EXISTING UTILITIES DETERMINED BEFORE COMMENCING ANY WORK AND AGREES TO BE FULLY

RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR�S FAILURE TO EXACTLY LOCATE AND PRESERVE

ANY AND ALL UNDERGROUND UTILITIES.

4. IF IT IS NECESSARY TO HOLD ANY UTILITY POLES, AND A CHARGE FOR THIS SERVICE IS ACCESSED, IT SHALL BE AT THE CONTRACTOR�S

SOLE EXPENSE.

5. ALL REQUIRED TESTING OF MATERIALS AND WORK PRODUCT SHALL BE DONE AT THE CONTRACTOR’S EXPENSE.

VEGETATION

1. SHRUBS, TREES, AND OTHER VEGETATION REQUIRED TO BE REMOVED AND THAT HAVE BEEN DEEMED AS SALVAGEABLE, AND TO BE REPLANTED, SHALL BE CAREFULLY REMOVED AND SET ASIDE AT LOCATIONS SPECIFIED BY CSC. ALL UNWANTED SHRUBBERY SHALL BE DISPOSED OF OFF THE

ROJECT SITE AND DISPOSED OF PROPERLY. CSC SHALL BE RESPONSIBLE FOR REPLANTING THE VEGETATION. THIS WORK SHALL BE

ONSIDERED INCIDENTAL AND SHALL NOT BE MEASURED FOR SEPARATE PAYMENT.

2. REMOVE ONLY TREES WITHIN THE LIMITS OF THE WORK THAT ARE NECESSARY FOR CONSTRUCTION OF THE PROJECT. NO TREES PROTECTED BY

LOCAL ORDINANCE SHALL BE REMOVED, TRIMMED, OR DAMAGED, INCLUDING ROOTS, UNLESS SPECIFICALLY PERMITTED IN WRITING BY CSC. ANY

DAMAGES TO ANY TREE SHALL BE CONTRACTOR�S RESPONSIBILITY AS WELL AS ANY RESULTING PENALTIES OR REQUIREMENTS THAT MAY BE

IMPOSED BY CSC.

PAY ITEMS

1. PAY ITEM 907-201-A, CLEARING & GRUBBING, SHALL CONSIST OF CLEARING, GRUBBING AND REMOVING AND DISPOSING OF ALL STUMPS, TREES, SURFACE OBJECTS AND OTHER PROTRUDING OR UNDERGROUND OBSTRUCTIONS WITHIN THE LIMITS OF WORK, UNLESS DESIGNATED

TO REMAIN IN PLACE ON THE PLANS.

2. PAY ITEM 907-304-E, �610� LIMESTONE SHALL BE USED AS BASE MATERIAL FOR PAVED AREAS.

3. IF ANY FERNCO COUPLINGS ARE REQUIRED, THEY SHALL BE AN ABSORBED COST OF PAY ITEM 907-610-A.

4. WHEN ANY SERVICE OR MATERIALS ARE REQUIRED TO COMPLETE THE PROJECT AND DO NOT HAVE A SEPARATE PAY ITEM LISTED, THE

CONTRACTOR SHALL ACCEPT AND ABSORB ANY AND ALL COSTS INVOLVED TO COMPLETE THE PROJECT.

5. PAY ITEMS 100 THRU 900 ARE IN ACCORDANCE WITH �MISSISSIPPI STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION�, 1990

EDITION, AVAILABLE FOR PURCHASE FROM THE MISSISSIPPI DEPARTMENT OF TRANSPORTATION, JACKSON, MISSISSIPPI, OR ONLINE AT

WWW.GOMDOT.COM.

TRAFFIC/SIGNS

1. PAY ITEM 907-618-A, MAINTENANCE OF TRAFFIC, SHALL INCLUDE ALL SIGNS, PERSONNEL, TRAFFIC CONTROL DEVICES, SUPERVISION, AND OTHER ITEMS CONCERNING TRAFFIC CONTROL. THERE SHALL BE NO OTHER PAYMENTS MADE FOR THIS WORK. ALL WORK SHALL BE DONE IN

ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND THE

ATTACHED TRAFFIC CONTROL PLAN.

2. CONTRACTOR SHALL REMOVE AND REINSTALL ANY STREET SIGNS THAT INTERFERE WITH CONSTRUCTION. ANY SIGNS DAMAGED BY THE

CONTRACTOR, SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. ALL SIGNS REPLACED MUST CONFORM TO STANDARD SPECIFICATIONS.

3. STRIPED MARKER ON BARRICADES WITH STRIPE ANGLING DOWNWARD ON A 45-DEGREE ANGLE SHOULD ANGLE DOWN AWAY FROM THE OBSTRUCTION

OR ANGLE DOWN IN THE DIRECTION OF TRAFFIC DETOUR IS EXPECTED TO FOLLOW.

4. ALL TRAFFIC CONTROL DEVICES INCLUDING BUT NOT LIMITED TO SIGNS, BARRICADES, PAVEMENT MARKINGS, AND WARNING LIGHTS TO BE IN

FULL ACCORDANCE WITH REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). COST OF ALL ITEMS ASSOCIATED

WITH MAINTENANCE OF TRAFFIC TO BE INCLUDED IN PAY ITEM 907-618-A.

5. IF CONTRACTOR FAILS TO MAINTAIN TRAFFIC CONTROL AS PRESCRIBED FOR TYPE OF CONSTRUCTION, CSC MAY WITHHOLD PAYMENT OF ALL OR

ANY RECENT PAY REQUESTS UNTIL TRAFFIC CONTROL PLAN IS IN COMPLIANCE WITH PLANS AND REASONABLE SAFETY GUIDELINES.

6. ALL CONSTRUCTION SIGNS SHALL BE IN PLACE BEFORE THE START OF ANY CONSTRUCTION AND SHALL REMAIN IN PLACE FOR THE DURATION

OF THE PROJECT.

7. THE LOCATION AND SPACING OF SIGNS SHOWN ON THE TRAFFIC CONTROL PLANS ARE APPROXIMATE AND MAY BE ADJUSTED AS NECESSARY TO

FIT FIELD CONDITIONS OR AS APPROVED BY CSC, OR HIS AUTHORIZED REPRESENTATIVE.

8. REPLACEMENT OF LOST OR DAMAGED CONSTRUCTION SIGNS OR DEVICES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NO

PAYMENT SHALL BE MADE FOR SUCH REPLACEMENT OR REPAIR.

ENGINEER’S NOTES:

COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS WITH RTK CONNECTION TO EARL DUDLEY AND ASSOCIATES, INC. GULFPORT BASE

STATION.

ALL DATA SHOWN IS IN MISSISSIPPI STATE PLANE NAD 1983. ALL ELEVATIONS AND CONTOURS SHOWN ARE NAVD 1988.

REFERENCE MATERIAL:

HARRISON COUNTY PLANOMETRIC MAPS

ONLY VISIBLE ABOVE GROUND IMPROVEMENTS AND MARKED UNDERGROUND IMPROVEMENTS WERE LOCATED AS PART OF THIS

SURVEY.

MISCELLANEOUS

1. ALL CONCRETE SHALL BE CLASS �B�, 3000 PSI UNLESS OTHERWISE NOTED.

2. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED ¾�.

3. EDGES OF ASPHALT & CONCRETE TO BE REMOVED AT ADJACENT CURBS OR SIDEWALKS SHALL NOT BE SAWCUT. OTHER SURFACES TO REMAIN

MUST BE SAW CUT AND THIS COST WILL BE UNDER PAY ITEM 907-204-A OR B.

4. ALL RADII ARE TO BE FIELD DETERMINED. RADII SHOWN ON THE PLANS ARE APPROXIMATE.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING AT HIS OWN EXPENSE ANY DAMAGES DONE TO PRIVATE PROPERTY, WHICH

WAS DAMAGED, IN THE OPINION OF CSC, DUE TO THE NEGLIGENCE OF THE CONTRACTOR.

6. FENCES, WHICH ARE REMOVED DURING CONSTRUCTION, SHALL BE REPLACED WITH A NEW FENCE IN A TIMELY MANNER AS DIRECTED BY CSC.

7. CONCRETE FOOTINGS ON PRIVACY FENCES SHALL BE AN ABSORBED COST.

8. SPRINKLER HEAD REMOVAL AND REPLACEMENT SHALL BE AN ABSORBED COST.

9. ANY HANDICAPPED RAMPS THAT ARE DAMAGED OR REQUIRE REMOVING DURING CONSTRUCTION SHALL BE REPAIRED OR

REPLACED BY THE CONTRACTOR ACCORDING TO THE PLAN DETAILS. THE COST OF DOING THIS WORK SHALL BE AN

ABSORBED COST.

10. CONTRACTOR SHALL RELOCATE ANY SIGNS NECESSARY TO COMPLETE THIS WORK.

11. SOIL BORING INFORMATION WAS OBTAINED FOR THIS PROJECT. SOIL BORING LOGS AND LOCATIONS ARE SHOWN IN THESE PLANS.

12. ALL SOILS DISTURBED AROUND DRAINAGE STRUCTURES AND MANHOLES SHALL BE COMPACTED BACK TO 95% ASTM D1557.

13. BORROW EXCAVATION SHALL BE CLASSIFIED AS B3 AS PER MDOT SPECIFICATIONS. A MECHANICAL ANALYSIS (AASHTO T88), PLASTICITY

INDEX ANALYSIS (AASHTO T91), MOISTURE DENSITY CURVE ANALYSIS (AASHTO T180 OR ASTM D1557), AND A CLASSIFICATION IN ACCORDANCE

WITH AASHTO M145 SOIL CLASSIFICATION SYSTEM SHALL BE REQUIRED TO VERIFY MATERIAL PROPERTIES. THIS SHALL BE AN ABSORBED COST

BY THE CONTRACTOR.

14. CONTRACTOR TO STOCKPILE ALL SUITABLE STRIPPING AND UNCLASSIFIED EXCAVATION FOR PLANTING MATERIAL ON SIDE SLOPES (NO

SEPARATE PAY ITEM FOR INTERIM STOCKPILING OF MATERIAL).

15. CONTRACTOR ONLY TO BE PAID FOR VOLUME (FM) OF UTILITY LINE EMBEDMENT/BORROW EXCAVATION PER THE AUTHORIZED TRENCH WIDE OF

THE UTILITY PIPE OUTSIDE DIAMETER PLUS 1.5� PER THE UTILITY EMBEDMENT DETAIL AND THE STORM DRAIN CULVERT OUTSIDE DIAMETER

PLUS 2� PER THE STORM DRAIN EMBEDMENT DETAIL.

16. NO REPAIR SHALL BE MADE FOR DEVICES OTHER THAN THOSE SPECIFICALLY CALLED FOR IN THIS PLAN OR AS DIRECTED BY CSC, OR HIS

AUTHORIZED REPRESENTATIVE.

17. CONTRACTOR SHALL DISPOSE OF OFF-SITE ALL MISCELLANEOUS TRASH, DEBRIS, AND DAMAGED VEGETATION FROM ALL AREAS WITHIN THE

LIMITS OF WORK. ALL SUCH WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

18. BEFORE UNDERTAKING EACH PART OF THE WORK, THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE PLANS AND SPECIFICATIONS

AND CHECK AND VERIFY PERTINENT FIGURES SHOWN THEREON AND ALL APPLICABLE FIELD MEASUREMENTS. IF ANY CONFLICTS, ERRORS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED EITHER ON THE CONSTRUCTION DOCUMENTS OR IN THE FIELD

CONDITIONS, THE CONTRACTOR SHALL PROMPTLY REPORT IN WRITING TO CSC OR HIS AUTHORIZED REPRESENTATIVE, AND SHALL OBTAIN A

WRITTEN INTERPRETATION OR CLARIFICATION FROM CSC OR HIS AUTHORIZED REPRESENTATIVE BEFORE PROCEEDING WITH ANY WORK AFFECTED

THEREBY.

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07-06-10

N.T.S.

P-10.03

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CP CONTROL POINT

DI

CENTERLINE

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ASPH. ASPHALT

DROP INLET

DIA DIAMETER

EA. EACH

ELEVATION

EOP EDGE OF PAVEMENT

EXIST EXISTING

G GAS

HDPE HIGH DENSITY POLYETHYLENE

INV

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HORIZ. HORIZONTAL

INVERT ELEVATION

LF LINEAR FEET

MAXIMUM

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RCP

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PP POWER POLE

PER SQUARE INCH

REINFORCED CONCRETE ARCH PIPE

REINFORCED CONCRETE PIPE

REQ’D REQUIRED

STATION

TYPICAL

S SOUTH

SS SANITARY SEWER

SD STORM DRAIN

STA

TEL TELEPHONE

TYP

W WATERLINE

WM WATER METER

WATER VALVE

WEST

NATURAL GROUNDNG

MIN MINIMUM

FL FLOW LINE

W

DS

DOWN GUY

HORIZONTAL / VERTICAL CONTROL POINT

SHRUB

SIGN

SANITARY MANHOLE

SPOT ELEVATION

TRIANGULATION POINT

UTILITY PEDESTAL

HORIZONTAL CONTROL POINT

STORM DRAINAGE MANHOLE

SURVEY (EXISTING FEATURES) LINESTYLES

SANITARY SEWER MAIN

SANITARY SEWER FORCE MAIN

NATURAL GAS LINE

TELEPHONE LINE

FENCE

HEDGE ROW

TREE LINES

MATCHLINE

ABBREVIATIONS (EXISTING FEATURES)SURVEY CELL LIBRARY (EXISTING FEATURES)

ELEV

SMH SEWER MANHOLE

EASTE

FLOW DIRECTIONAL INDICATOR

POLE

TEMPORARY BENCHMARK

SS SS SS

G

FM FM

SANITARY SEWER MAIN

SANITARY SEWER FORCE MAINFM FM

(PROPOSED FEATURES) LINESTYLES

MATCHLINE

BASELINE

LINE TO BE REMOVED

LINE TO BE ABANDONED

ASPHALT REMOVAL

CONCRETE REMOVAL

GRASS AREA