ITB_2025-02_Cedar_Ridge_Sanitary_Sewer_Repairs_-_Plans.pdf

PDF 3 MB Posted Feb 13, 2025

Attached to: Cedar Ridge Sanitary Sewer Repairs - Main Document State and local contract opportunity
Solicitation number: ITB-20-25-02
Issued by: Santa Rosa County, Florida

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Written by GovTribe AI · May 1, 2025

These construction plans detail the Cedar Ridge Sanitary Sewer Repairs project for the City of Milton, Florida, prepared by KHA Civil Engineers, Inc. in September 2024. The project involves repairing sewer laterals and infrastructure within the Cedar Ridge Subdivision, specifically focusing on sanitary sewer line repairs across multiple streets including Cedar Ridge Circle, Herlong Drive, Hanover Court, and Midridge Court. The project documents include detailed plan views, site maps, technical details, and repair specifications for approximately 55 sewer lateral segments, with varying lengths and depths ranging from 60 to 346 linear feet.

The construction plans outline precise technical specifications for sewer lateral repairs, including requirements for asphalt cutting and patching, installation of PVC knock-on repair couplings, and specific installation procedures. The project includes provisions for site restoration, erosion control measures like silt fence installation, and hay bale details. The technical drawings provide comprehensive guidance for contractors, including specific instructions for excavation, pipe installation, backfilling, and surface restoration. The project appears to be funded by the City of Milton and is designed to improve and maintain the sanitary sewer infrastructure in the Cedar Ridge Subdivision.

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PROJECT LOCATION

PROJECT AREA

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U.S. HIGHWAY 90

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BERRYHILL ROAD

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HAMILTON BRIDGE ROAD

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AVALON BLVD

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WEST SPENCERFIELD ROAD

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WILLARD NORRIS ROAD

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DOGWOOD DR.

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STEWART ST.

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MUNSON HWY

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SR 87 / STEWART ST.

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HERLONG DR

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HANOVER CT

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AutoCAD SHX Text THIS DRAWING IS THE PROPERTY OF KHA CIVIL ENGINEERS, INC. AND IS NOT TO BE REPRODUCED IN WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED UPON REQUEST.

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KENNETH C. HORNE FL. PE 40149

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AS SHOWN

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CASEY POWELL

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WARD 4: SHARI SEBASTIAO

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JEFF SNOW

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WARD 3: GAVIN HAWTHORNE

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ROXANNE MEISS

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WARD 2: MARILYNN FARROW

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MATT JARRETT

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WARD 1: MIKE CUSACK

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%%UMILTON CITY COUNCIL

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MAYOR: HEATHER LINDSAY

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VICINITY MAP 1" = 5000'

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CITY MANAGER: RANDY JORGENSON

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PLANNING DIRECTOR: TIM MILSTEAD

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PUBLIC WORKS DIRECTOR: JOE COOK

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CONSTRUCTION PLANS

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CEDAR RIDGE SUBDIVISION - SANITARY SEWER REPAIRS

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SEPTEMBER 2024

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CITY CLERK: MOLLY TURNES

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PROJECT AREA MAP 1" =500'

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AutoCAD SHX Text GENERAL NOTES 1. CONTRACTOR SHALL GUARANTEE THE INSTALLATION WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION. CONTRACTOR SHALL GUARANTEE THE INSTALLATION WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION. 2. EXISTING CONDITIONS SHOWN ARE BASED ON AERIAL PHOTOGRAPHS, ORIGINAL CONSTRUCTION PLANS AND SITE INVESTIGATIONS. EXISTING CONDITIONS SHOWN ARE BASED ON AERIAL PHOTOGRAPHS, ORIGINAL CONSTRUCTION PLANS AND SITE INVESTIGATIONS. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, CITY OF MILTON PUBLIC WORKS MANUAL AND SANTA ROSA COUNTY REQUIREMENTS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, CITY OF MILTON PUBLIC WORKS MANUAL AND SANTA ROSA COUNTY REQUIREMENTS. 4. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO CONFIRM THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO CONFIRM THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AGENCIES. 5. THE LOCATION OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON INFORMATION PROVIDED BY THE UTILITIES AND SHALL BE CONSIDERED THE LOCATION OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON INFORMATION PROVIDED BY THE UTILITIES AND SHALL BE CONSIDERED APPROXIMATE. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 6. CONTRACTOR SHALL NOTIFY THE CITY OF MILTON 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTIFICATION TO CITY OF MILTON SHALL BE CONTRACTOR SHALL NOTIFY THE CITY OF MILTON 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTIFICATION TO CITY OF MILTON SHALL BE IN WRITING. 7. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENTS OF THE WATER, SANITARY SEWER, GAS, TELEPHONE, CABLE TELEVISION, AND POWER COMPANIES 10 THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENTS OF THE WATER, SANITARY SEWER, GAS, TELEPHONE, CABLE TELEVISION, AND POWER COMPANIES 10 DAYS IN ADVANCE THAT HE INTENDS TO START WORK IN A SPECIFIED AREA. THE OWNER AND THE ENGINEER DISCLAIMS ANY RESPONSIBILITY FOR THE SUPPORT AND PROTECTION OF SEWERS, DRAINS, WATER PIPES, GAS PIPES, CONDUITS OF ANY KIND, UTILITIES OR OTHER STRUCTURES OWNED BY THE CITY, COUNTY, STATE OR BY PRIVATE OR PUBLIC UTILITIES LEGALLY OCCUPYING ANY STREET, ALLEY, PUBLIC PLACE OR RIGHT-OF-WAY. 8. PROPERTY OBSTRUCTIONS WHICH ARE TO REMAIN IN PLACE, SUCH AS BUILDINGS, SEWERS, DRAINS, WATER OR GAS PIPES, CONDUITS, CABLES, POLES, WALLS, PROPERTY OBSTRUCTIONS WHICH ARE TO REMAIN IN PLACE, SUCH AS BUILDINGS, SEWERS, DRAINS, WATER OR GAS PIPES, CONDUITS, CABLES, POLES, WALLS, POST, ETC., ARE TO BE CAREFULLY PROTECTED. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO REMOVING ANY OBSTRUCTIONS NOT SPECIFICALLY NOTED ON THE PLANS. 9. RELOCATION OF OBSTRUCTIONS OWNED BY PRIVATE PROPERTY OWNERS, SUCH AS MAIL BOXES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WHO RELOCATION OF OBSTRUCTIONS OWNED BY PRIVATE PROPERTY OWNERS, SUCH AS MAIL BOXES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WHO MUST COORDINATE WITH THE PROPERTY OWNER. MAILBOXES ARE TO BE REPLACED THE SAME DAY THEY ARE REMOVED. 10. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CITY OF MILTON PUBLIC WORKS MANUAL, SANTA ROSA COUNTY REQUIREMENTS AND CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CITY OF MILTON PUBLIC WORKS MANUAL, SANTA ROSA COUNTY REQUIREMENTS AND PART 6 OF THE MUTCD AND IN ACCORDANCE WITH ALL PERMIT REQUIREMENTS. 11. THE CONTRACTOR SHALL PLACE AND MAINTAIN ADEQUATE BARRICADES, CONSTRUCTION SIGNS, FLASHING LIGHTS AND GUARDS DURING PROGRESS OF THE CONTRACTOR SHALL PLACE AND MAINTAIN ADEQUATE BARRICADES, CONSTRUCTION SIGNS, FLASHING LIGHTS AND GUARDS DURING PROGRESS OF CONSTRUCTION WORK, IN ACCORDANCE WITH APPLICABLE MUTCD INDEX. 12. ALL CURB, ROADWAY AND BASE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND CITY OF MILTON COUNTY REQUIREMENTS. ALL CURB, ROADWAY AND BASE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND CITY OF MILTON COUNTY REQUIREMENTS. 13. ALL UNPAVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY SODDING OR SEEDING AND MULCHING UNLESS OTHERWISE INDICATED. ALL UNPAVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY SODDING OR SEEDING AND MULCHING UNLESS OTHERWISE INDICATED. SODDING OR SEED AND MULCH SHALL BE PLACED, WATERED, FERTILIZED W/APPROPRIATE SOIL AMENDMENTS IN ACCORDANCE WITH THESE CONSTRUCTION DOCUMENTS. EXISTING SODDED AREAS SHALL BE RE-SODDED TO MATCH EXISTING. PIN SOD ON ALL SLOPES 3:1 OR GREATER. 14. ALL EXCESS MATERIAL SHALL BE HAULED AWAY AND DISPOSED OF APPROPRIATELY AT THE CONTRACTOR'S EXPENSE. ALL EXCESS MATERIAL SHALL BE HAULED AWAY AND DISPOSED OF APPROPRIATELY AT THE CONTRACTOR'S EXPENSE. 15. CONTRACTOR SHALL VISIT SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS, PRIOR TO BID SUBMISSION. CONTRACTOR SHALL VISIT SITE TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS, PRIOR TO BID SUBMISSION. 16. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 17. CONTRACTOR TO COORDINATE WITH RESPONSIBLE UTILITY FOR PROTECTION/HOLDING OF UTILITY POLES, GUY WIRES, AND GUY ANCHORS IN AREAS OF CONTRACTOR TO COORDINATE WITH RESPONSIBLE UTILITY FOR PROTECTION/HOLDING OF UTILITY POLES, GUY WIRES, AND GUY ANCHORS IN AREAS OF CONSTRUCTION. 18. A MINIMUM SEPARATION OF 10 FEET HORIZONTALLY OR 18 INCHES VERTICALLY MUST BE MAINTAINED BETWEEN WATER AND SEWER LINES. IF THIS SEPARATION A MINIMUM SEPARATION OF 10 FEET HORIZONTALLY OR 18 INCHES VERTICALLY MUST BE MAINTAINED BETWEEN WATER AND SEWER LINES. IF THIS SEPARATION IS NOT POSSIBLE, THE SEWER LINE MUST BE ENCASED IN CONCRETE. 19. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY COUNTY OR CITY R/W PERMITS AND GIVE REQUIRED ADVANCE NOTICE OF COMMENCEMENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY COUNTY OR CITY R/W PERMITS AND GIVE REQUIRED ADVANCE NOTICE OF COMMENCEMENT OF CONSTRUCTION. 20. IF THE CONTRACTOR'S CONSTRUCTION ACTIVITY RESULTS IN THE DISTURBANCE OF LAND EQUAL TO OR GREATER THAN ONE (1) ACRE, CONTRACTOR SHALL FILE IF THE CONTRACTOR'S CONSTRUCTION ACTIVITY RESULTS IN THE DISTURBANCE OF LAND EQUAL TO OR GREATER THAN ONE (1) ACRE, CONTRACTOR SHALL FILE A "NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES." CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THIS PERMIT THROUGHOUT THE COURSE OF CONSTRUCTION. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR AND COMPLY WITH ANY TESTING REQUIRED BY THE LOCAL GOVERNING AGENCY IN ADDITION TO THE TESTING CONTRACTOR SHALL BE RESPONSIBLE FOR AND COMPLY WITH ANY TESTING REQUIRED BY THE LOCAL GOVERNING AGENCY IN ADDITION TO THE TESTING REQUIREMENTS OUTLINED IN THE SPECIFICATIONS. 22. THE UTILITY CONTRACTOR SHALL PROVIDE RED-LINED "AS-BUILT" DRAWINGS OF THE SAME SCALE AS THE CONTRACT DRAWINGS, ONE COPY TO THE ENGINEER THE UTILITY CONTRACTOR SHALL PROVIDE RED-LINED "AS-BUILT" DRAWINGS OF THE SAME SCALE AS THE CONTRACT DRAWINGS, ONE COPY TO THE ENGINEER AND ONE COPY TO THE CITY OF MILTON. THESE DRAWINGS, SHALL LOCATE ALL SANITARY SEWER LATERALS CONSTRUCTED AS PART OF THE PROJECT. FINAL "AS-BUILT" DRAWINGS TO BE SUBMITTED TO THE ENGINEER PRIOR TO REQUEST FOR FINAL PAYMENT. 23. CONTRACTOR TO MAINTAIN ACCESS TO ALL PROPERTIES WITHIN PROJECT AREA AT ALL TIMES. CONTRACTOR TO MAINTAIN ACCESS TO ALL PROPERTIES WITHIN PROJECT AREA AT ALL TIMES. 24. ADEQUATE PROVISIONS SHALL BE MADE FOR FLOW OF SEWERS, DRAINS AND WATER COURSES ENCOUNTERED DURING CONSTRUCTION. ADEQUATE PROVISIONS SHALL BE MADE FOR FLOW OF SEWERS, DRAINS AND WATER COURSES ENCOUNTERED DURING CONSTRUCTION. 25. CONTRACTOR SHALL COMPLETE ALL WORK INDICATED IN CONSTRUCTION DOCUMENTS USING HAND LABOR IF NECESSARY OR APPROPRIATE. CONTRACTOR SHALL COMPLETE ALL WORK INDICATED IN CONSTRUCTION DOCUMENTS USING HAND LABOR IF NECESSARY OR APPROPRIATE. 26. CONTRACTOR TO RESTORE ALL DISTURBED RIGHT-OF-WAY TO AS GOOD AS OR BETTER CONDITION AS EXISTED PRIOR TO CONSTRUCTION. CONTRACTOR TO RESTORE ALL DISTURBED RIGHT-OF-WAY TO AS GOOD AS OR BETTER CONDITION AS EXISTED PRIOR TO CONSTRUCTION. 27. CONTRACTOR TO CLEAN UP WORK AREAS EACH DAY, INCLUDING COLLECTION AND DISPOSAL OF TRASH, PAPER, PVC, BOARDS, NAILS, ETC. CONTRACTOR TO CLEAN UP WORK AREAS EACH DAY, INCLUDING COLLECTION AND DISPOSAL OF TRASH, PAPER, PVC, BOARDS, NAILS, ETC. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING HIS OWN QUANTITIES AND SHALL PROVIDE SAME ON APPROPRIATE FORM IN THE PROJECT MANUAL CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING HIS OWN QUANTITIES AND SHALL PROVIDE SAME ON APPROPRIATE FORM IN THE PROJECT MANUAL AND SUBMIT WITH HIS BID. CONTRACTOR SHALL PROVIDE UNIT PRICES WITH HIS QUANTITIES. FOR ANY ADDITIONAL WORK FOR WHICH THERE IS NO UNIT PRICE, CONTRACTOR SHALL SUBMIT ITEMIZED COST IN A FORM SATISFACTORY TO THE ENGINEER. 29. JOBSITE SAFETY IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. ALL OSHA AND OTHER APPLICABLE SAFETY REQUIREMENTS SHALL BE STRICTLY JOBSITE SAFETY IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. ALL OSHA AND OTHER APPLICABLE SAFETY REQUIREMENTS SHALL BE STRICTLY ADHERED TO. 30. CONTRACTOR IS CAUTIONED THAT ALL MATERIAL SUBMITTALS, DESIGN MIXES AND OTHER SUBMITTALS MUST BE APPROVED BY THE ENGINEER PRIOR TO CONTRACTOR IS CAUTIONED THAT ALL MATERIAL SUBMITTALS, DESIGN MIXES AND OTHER SUBMITTALS MUST BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OR CONSTRUCTION. SHOULD INSTALLATION OR CONSTRUCTION OCCUR PRIOR TO APPROVAL, CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE SAME AT HIS OWN EXPENSE. 31. WHERE NEW CURB JOINS EXISTING CURB, STYLE SHALL MATCH UNLESS OTHERWISE NOTED. WHERE NEW CURB JOINS EXISTING CURB, STYLE SHALL MATCH UNLESS OTHERWISE NOTED. 32. ALL ASPHALT PAVEMENT SHALL BE FDOT TYPE SP 9.5 ASPHALTIC CONCRETE. ALL ASPHALT PAVEMENT SHALL BE FDOT TYPE SP 9.5 ASPHALTIC CONCRETE. 33. BASE MATERIAL SHALL BE A MINIMUM OF 6-INCH COMPACTED FDOT 204 GRADED AGGREGATE BASE. BASE MATERIAL SHALL BE A MINIMUM OF 6-INCH COMPACTED FDOT 204 GRADED AGGREGATE BASE. 34. STAGING AREA AND EQUIPMENT STORAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STAGING AREA AND EQUIPMENT STORAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 35. CONTRACTOR SHALL DELIVER THE STAGING AREA TO THE PROPERTY OWNER ON OR BEFORE THE DATE OF COMPLETION OF CONSTRUCTION AND SAME SHALL CONTRACTOR SHALL DELIVER THE STAGING AREA TO THE PROPERTY OWNER ON OR BEFORE THE DATE OF COMPLETION OF CONSTRUCTION AND SAME SHALL BE IN AS GOOD AS OR BETTER CONDITION AS EXISTED PRIOR TO CONSTRUCTION. 36. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH DAMAGING OR DISRUPTING EXISTING UTILITY LINES CAUSED BY HIS EMPLOYEES OR WORK. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH DAMAGING OR DISRUPTING EXISTING UTILITY LINES CAUSED BY HIS EMPLOYEES OR WORK. CONTRACTOR SHALL PAY FOR ALL COSTS TO REPAIR OR REPLACE SAID LINE, AND ALL COST INCURRED BY OWNER FOR DISRUPTION OF SAID LINE. 37. BID PRICE TO INCLUDE SUPPORT AND PROTECTION OF EXISTING POWER/COMMUNICATIONS POLES AS NECESSARY TO ALLOW CONSTRUCTION. CONTRACTOR TO BID PRICE TO INCLUDE SUPPORT AND PROTECTION OF EXISTING POWER/COMMUNICATIONS POLES AS NECESSARY TO ALLOW CONSTRUCTION. CONTRACTOR TO COORDINATE WITH RESPONSIBLE UTILITY FOR PROTECTION/HOLDING OF UTILITY POLES, GUY WIRES, AND GUY ANCHORS IN AREAS OF CONSTRUCTION. 38. NO DEVIATIONS FROM THE PROJECT PLANS OR SPECIFICATIONS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE CITY OF MILTON. NO DEVIATIONS FROM THE PROJECT PLANS OR SPECIFICATIONS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE CITY OF MILTON. 39. ALL ROADS DAMAGED BY CONSTRUCTION OPERATIONS ARE TO BE PATCHED OR RECONSTRUCTED PER SANTA ROSA COUNTY STANDARDS. ALL ROADS DAMAGED BY CONSTRUCTION OPERATIONS ARE TO BE PATCHED OR RECONSTRUCTED PER SANTA ROSA COUNTY STANDARDS. 40. NO EXCAVATION SHALL REMAIN OPEN OVERNIGHT. NO EXCAVATION SHALL REMAIN OPEN OVERNIGHT. 41. CONSTRUCTION INSPECTION WILL BE PROVIDED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 48 HOURS PRIOR CONSTRUCTION INSPECTION WILL BE PROVIDED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRING INSPECTION ON EACH AND EVERY PHASE OF WORK. NO FINAL TESTING OR PRESSURE TESTING WILL BE ACCEPTED UNLESS WITNESSED BY THE OWNER'S REPRESENTATIVE. 42. NO WORK SHALL BE PERFORMED ON SUNDAY WITHOUT WRITTEN NOTIFICATION TO THE CITY OF MILTON. NO WORK SHALL BE PERFORMED ON SUNDAY WITHOUT WRITTEN NOTIFICATION TO THE CITY OF MILTON. 43. OWNER WILL PERFORM A PRE-CONSTRUCTION VIDEO BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL PROVIDE A POST-CONSTRUCTION VIDEO INSPECTION OWNER WILL PERFORM A PRE-CONSTRUCTION VIDEO BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL PROVIDE A POST-CONSTRUCTION VIDEO INSPECTION WITH CITY OF MILTON PERSONEL PRESENT DURING VIDEOING PRIOR TO FINAL PAYMENT.

AutoCAD SHX Text UTILITY NOTES 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR UNDERSTANDS THAT LOCATIONS OF UTILITIES DEPICTED ON THE PLANS ARE APPROXIMATE, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK IN EACH AREA. THE CONTRACTOR AGREES TO BE COMPLETELY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES. 2. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE CALL 72 HOURS PRIOR TO DIGGING IN THE RIGHT-OF-WAY, CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE CALL 72 HOURS PRIOR TO DIGGING IN THE RIGHT-OF-WAY, 1-800-432-4770 OR 811. 3. THE CONTRACTOR IS TO USE EXTREME CAUTION WHEN WORKING AROUND OVERHEAD POWER LINES AND BURIED THE CONTRACTOR IS TO USE EXTREME CAUTION WHEN WORKING AROUND OVERHEAD POWER LINES AND BURIED UTILITIES. 4. UTILITIES SHALL REMAIN IN SERVICE AND BE PROTECTED DURING CONSTRUCTION. REPAIRS AND RELOCATION AS UTILITIES SHALL REMAIN IN SERVICE AND BE PROTECTED DURING CONSTRUCTION. REPAIRS AND RELOCATION AS REQUIRED SHALL BE CONSIDERED INCIDENTAL TO THE COMPLETION OF THE WORK. 5. CONTRACTOR SHALL PROVIDE 12 GAUGE SOLID LOCATOR WIRE FOR ALL BELOW GRADE PIPING. CONTRACTOR SHALL PROVIDE 12 GAUGE SOLID LOCATOR WIRE FOR ALL BELOW GRADE PIPING. 6. A MINIMUM SEPARATION OF 12" IS REQUIRED BETWEEN CITY OF MILTON UTILITIES AND OTHER UTILITIES UNLESS A MINIMUM SEPARATION OF 12" IS REQUIRED BETWEEN CITY OF MILTON UTILITIES AND OTHER UTILITIES UNLESS GOVERNING REGULATION REQUIRES LARGER SEPARATION. 7. BID PRICE TO INCLUDE ANY DEWATERING NECESSARY TO COMPLETE CONSTRUCTION.BID PRICE TO INCLUDE ANY DEWATERING NECESSARY TO COMPLETE CONSTRUCTION.

AutoCAD SHX Text MAINTENANCE OF TRAFFIC 1. NO WORK SHALL BE PERFORMED IN THE RIGHT-OF-WAY UNTIL THE PROPER MAINTENANCE OF TRAFFIC IS IN PLACE NO WORK SHALL BE PERFORMED IN THE RIGHT-OF-WAY UNTIL THE PROPER MAINTENANCE OF TRAFFIC IS IN PLACE ACCORDING TO THE APPROPRIATE FDOT 600 SERIES INDEX. A CERTIFIED WORKSITE TRAFFIC SUPERVISOR SHALL SET UP AND MAINTAIN THE MAINTENANCE OF TRAFFIC. 2. THE CONTRACTOR SHALL MAINTAIN AT LEAST TEN FEET OPEN AT ALL TIMES. THE CONTRACTOR SHALL RESTORE THE THE CONTRACTOR SHALL MAINTAIN AT LEAST TEN FEET OPEN AT ALL TIMES. THE CONTRACTOR SHALL RESTORE THE ROADWAY TO TWO OPEN LANES AT THE END OF EACH WORKDAY. 3. CONTRACTOR TO MAINTAIN EMERGENCY ACCESS TO ALL PROPERTIES WITHIN PROJECT AREA AT ALL TIMES. CONTRACTOR TO MAINTAIN EMERGENCY ACCESS TO ALL PROPERTIES WITHIN PROJECT AREA AT ALL TIMES. 4. CONTRACTOR TO COORDINATE TEMPORARY CLOSURE OF DRIVEWAYS WITH RESIDENTS AND BUSINESS OWNERS. IN NO CONTRACTOR TO COORDINATE TEMPORARY CLOSURE OF DRIVEWAYS WITH RESIDENTS AND BUSINESS OWNERS. IN NO CASE SHALL A DRIVEWAY BE LEFT INACCESSIBLE FOR A PERIOD EXCEEDING 24-HOURS. THIS SHALL OCCUR ONLY DURING FORMING AND POURING OF FINAL DRIVEWAY CONNECTION. AT ALL OTHER TIMES MAINTAIN AGGREGATE STABILIZED CONNECTION.

UTILITY COMPANIES TELEPHONE - AT&T, INC., 605 WEST GARDEN STREET, PENSACOLA, FLORIDA 32501; ROB ST. PIERRE (850) 436-1701 ELECTRIC - GULF POWER COMPANY, 9220 PINE FOREST ROAD, PENSACOLA, FLORIDA 32534; CHASE HARDEMAN (850) 429-2455 SANITARY SEWER/WATER - CITY OF MILTON, 6738 DIXON STREET, MILTON, FLORIDA 32570; JOE COOK (850) 983-5419 NATURAL GAS - CITY OF MILTON, 6738 DIXON STREET, MILTON, FLORIDA 32570; (850) 983-5410 CABLE - MEDIACOM; TOMMY GREEN (850) 393-8742

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DIST: 216' DEPTH: 11'

AutoCAD SHX Text

DIST: 49' DEPTH: 6'

AutoCAD SHX Text

DIST: 60' DEPTH: 6'

AutoCAD SHX Text

DIST: 113' DEPTH: 6'

AutoCAD SHX Text

DIST: 178' DEPTH: 6'

AutoCAD SHX Text

DIST: 191' DEPTH: 6'

AutoCAD SHX Text

DIST: 257' DEPTH: 6'

AutoCAD SHX Text

DIST: 271' DEPTH: 6'

AutoCAD SHX Text

DIST: 323' DEPTH: 6'

AutoCAD SHX Text

DIST: 78' DEPTH: 8'

AutoCAD SHX Text

REMOVE AND REPLACE CURB AS NECESSARY TO NEAREST JOINT SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text 10'

AutoCAD SHX Text 22'

AutoCAD SHX Text 25'

AutoCAD SHX Text 24'

AutoCAD SHX Text 10'

AutoCAD SHX Text 21'

AutoCAD SHX Text 10'

AutoCAD SHX Text S

AutoCAD SHX Text

DIST: 80' DEPTH: 14'

AutoCAD SHX Text

DIST: 97' DEPTH: 12'

AutoCAD SHX Text

DIST: 216' DEPTH: 11'

AutoCAD SHX Text

DIST: 162' DEPTH: 16'

AutoCAD SHX Text

DIST: 108' DEPTH: 16'

AutoCAD SHX Text

DIST: 30' DEPTH: 15'

AutoCAD SHX Text

DIST: 254' DEPTH: 14'

AutoCAD SHX Text

DIST: 214' DEPTH: 13'

AutoCAD SHX Text

DIST: 188' DEPTH: 13'

AutoCAD SHX Text

DIST: 147' DEPTH: 13'

AutoCAD SHX Text

DIST: 49' DEPTH: 6'

AutoCAD SHX Text

DIST: 80' DEPTH: 14'

AutoCAD SHX Text

DIST: 216' DEPTH: 11'

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 46'

AutoCAD SHX Text 20'

AutoCAD SHX Text 15'

AutoCAD SHX Text 22'

AutoCAD SHX Text

REMOVE AND REPLACE CURB AS NECESSARY TO NEAREST JOINT SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text

REMOVE AND REPLACE CURB AS NECESSARY TO NEAREST JOINT SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text

LOCATE AND PROTECT WATER (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text

AutoCAD SHX Text 09/05/2024

AutoCAD SHX Text

NOT

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

KENNETH C. HORNE FL. PE 40149

AutoCAD SHX Text 2024-28

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

PLAN VIEW 1 - CEDAR RIDGE CIRCLE

AutoCAD SHX Text C201

AutoCAD SHX Text

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

PLAN VIEW 2 - CEDAR RIDGE CIRCLE

AutoCAD SHX Text C201

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

- SEWER LATERAL TO BE REPAIRED, SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text

- CUT AND PATCH EXISTING ASPHALT ROADWAY, SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

LEGEND

MH#13

MH#14

CEDAR RIDGE CIRCLE

MH#12

MH#11

LH#5

CEDAR RIDGE CIRCLE

MH#9

MH#10

BA DC FE HG

N . 9

V E

N U

E , S

, P E

N S

A C

, F

) 4

-9

K H

-A .C

O M

F A

X (8

) 4

-0

N G

R S

N G

R S, IN

SACI

C202

W S

3, 4 &

C H

E B

- C

MATCHLINE F - C202

MATCHLINE E - C202

ATC

LIN

E E - C

C H

E F

- C

AutoCAD SHX Text S

AutoCAD SHX Text

DIST: 253' DEPTH: 7'

AutoCAD SHX Text

DIST: 333' DEPTH: 6'

AutoCAD SHX Text

DIST: 387' DEPTH: 6'

AutoCAD SHX Text

DIST: 136' DEPTH: 6'

AutoCAD SHX Text

DIST: 202' DEPTH: 6'

AutoCAD SHX Text

DIST: 268' DEPTH: 6'

AutoCAD SHX Text

DIST: 32' DEPTH: 6'

AutoCAD SHX Text

REMOVE AND REPLACE CURB AS NECESSARY TO NEAREST JOINT SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text 10'

AutoCAD SHX Text 22'

AutoCAD SHX Text 10'

AutoCAD SHX Text

LOCATE AND PROTECT WATER (TYP.)

AutoCAD SHX Text S

AutoCAD SHX Text

DIST: 125' DEPTH: 8'

AutoCAD SHX Text

DIST: 205' DEPTH: 10'

AutoCAD SHX Text

DIST: 272' DEPTH: 11'

AutoCAD SHX Text

DIST: 32' DEPTH: 6'

AutoCAD SHX Text

DIST: 16' DEPTH: 11'

AutoCAD SHX Text

DIST: 83' DEPTH: 11'

AutoCAD SHX Text

DIST: 137' DEPTH: 11'

AutoCAD SHX Text

DIST: 217' DEPTH: 9'

AutoCAD SHX Text

DIST: 283' DEPTH: 8'

AutoCAD SHX Text

REMOVE AND REPLACE CURB AS NECESSARY TO NEAREST JOINT SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text 15'

AutoCAD SHX Text 22'

AutoCAD SHX Text 15'

AutoCAD SHX Text

REMOVE AND REPLACE CURB AS NECESSARY TO NEAREST JOINT SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text S

AutoCAD SHX Text

DIST: 40' DEPTH: 7'

AutoCAD SHX Text

DIST: 107' DEPTH: 6'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 22'

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text

AutoCAD SHX Text 09/05/2024

AutoCAD SHX Text

NOT

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

KENNETH C. HORNE FL. PE 40149

AutoCAD SHX Text 2024-28

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

PLAN VIEW 3 - CEDAR RIDGE CIRCLE

AutoCAD SHX Text C202

AutoCAD SHX Text

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

PLAN VIEW 4 - CEDAR RIDGE CIRCLE

AutoCAD SHX Text C202

AutoCAD SHX Text

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

PLAN VIEW 5 - CEDAR RIDGE CIRCLE

AutoCAD SHX Text C202

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

- SEWER LATERAL TO BE REPAIRED, SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text

- CUT AND PATCH EXISTING ASPHALT ROADWAY, SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

AutoCAD SHX Text 30'

60'

MH#26

MIDRIDGE COURT

MH#21

MH#22

MH#25

HIGH KNOLL COURT

MH#22

MH#23

MH#24

LH#4

BA DC FE HG

N . 9

V E

N U

E , S

, P E

N S

A C

, F

) 4

-9

K H

-A .C

O M

F A

X (8

) 4

-0

N G

R S

N G

R S, IN

SACI

C203

W S

6, 7 &

MATCHLINE C - C201

MATCHLINE D - C201

MATCHLINE E - C203

AutoCAD SHX Text S

AutoCAD SHX Text

DIST: 80' DEPTH: 14'

AutoCAD SHX Text

DIST: 173' DEPTH: 11'

AutoCAD SHX Text

DIST: 266' DEPTH: 8'

AutoCAD SHX Text

DIST: 346' DEPTH: 5'

AutoCAD SHX Text

DIST: 80' DEPTH: 14'

AutoCAD SHX Text

DIST: 173' DEPTH: 11'

AutoCAD SHX Text

DIST: 266' DEPTH: 8'

AutoCAD SHX Text

DIST: 346' DEPTH: 5'

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 15'

AutoCAD SHX Text 20'

AutoCAD SHX Text 22'

AutoCAD SHX Text

LOCATE AND PROTECT WATER (TYP.)

AutoCAD SHX Text S

AutoCAD SHX Text

DIST: 146' DEPTH: 12'

AutoCAD SHX Text

DIST: 226' DEPTH: 11'

AutoCAD SHX Text

DIST: 265' DEPTH: 11'

AutoCAD SHX Text

DIST: 162' DEPTH: 7'

AutoCAD SHX Text

DIST: 67' DEPTH: 7'

AutoCAD SHX Text

DIST: 15' DEPTH: 8'

AutoCAD SHX Text

REMOVE AND REPLACE CURB AS NECESSARY TO NEAREST JOINT SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text 10'

AutoCAD SHX Text 15'

AutoCAD SHX Text 22'

AutoCAD SHX Text 15'

AutoCAD SHX Text 20'

AutoCAD SHX Text

REMOVE AND REPLACE CURB AS NECESSARY TO NEAREST JOINT SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text S

AutoCAD SHX Text

DIST: 162' DEPTH: 7'

AutoCAD SHX Text

DIST: 41' DEPTH: 7'

AutoCAD SHX Text

DIST: 67' DEPTH: 7'

AutoCAD SHX Text

DIST: 148' DEPTH: 7'

AutoCAD SHX Text

DIST: 228' DEPTH: 7'

AutoCAD SHX Text

DIST: 74' DEPTH: 7'

AutoCAD SHX Text

DIST: 141' DEPTH: 7'

AutoCAD SHX Text

REMOVE AND REPLACE CURB AS NECESSARY TO NEAREST JOINT SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text 10'

AutoCAD SHX Text 39'

AutoCAD SHX Text 22'

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text

AutoCAD SHX Text 09/05/2024

AutoCAD SHX Text

NOT

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

KENNETH C. HORNE FL. PE 40149

AutoCAD SHX Text 2024-28

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

PLAN VIEW 6 - HANOVER COURT

AutoCAD SHX Text C203

AutoCAD SHX Text

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

PLAN VIEW 7 - HERLONG DRIVE

AutoCAD SHX Text C203

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text A

AutoCAD SHX Text

- SEWER LATERAL TO BE REPAIRED, SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text

- CUT AND PATCH EXISTING ASPHALT ROADWAY, SEE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

PLAN VIEW 8 - HERLONG DRIVE

AutoCAD SHX Text C203

BA DC FE HG

N . 9

V E

N U

E , S

, P E

N S

A C

, F

) 4

-9

K H

-A .C

O M

F A

X (8

) 4

-0

N G

R S

N G

R S, IN

SACI

C501

AutoCAD SHX Text

CUT AS REQ'D PER SOIL CONDITIONS

AutoCAD SHX Text

MIN

AutoCAD SHX Text 6"

AutoCAD SHX Text

MIN

AutoCAD SHX Text

PIPE BEDDING COMPACTED CLASS A-3 SAND OR GRANULAR MATERIAL

AutoCAD SHX Text

SAWCUT TO CLEAN EVEN EDGE (TYP), TACK COAT VERTICAL EDGE

AutoCAD SHX Text

EX. 8" PVC SANITARY SEWER

AutoCAD SHX Text 6"

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text C501

AutoCAD SHX Text

ASPHALT CUT/PATCH DETAIL

AutoCAD SHX Text

1.5" FDOT TYPE SP 12.5 ASPHALT

AutoCAD SHX Text

6" FDOT 204 GRADED AGGREGATE BASE, MIN. LBR 100 AT 100% MODIFIED PROCTOR

AutoCAD SHX Text

SPRINGLINE OF PIPE

AutoCAD SHX Text 4"

AutoCAD SHX Text BACKFILL: SP OR SP/SM, NON-PLASTIC SOIL, LESS THAN 10% FINES, COMPACTED TO 95% ASTM D1557 (MAXIMUM 12" LIFTS)

AutoCAD SHX Text

LAYBACK CURB & GUTTER

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

AutoCAD SHX Text C501

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 34"R

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 7 "12"

AutoCAD SHX Text SOD ALL DISTURBED AREAS (TYP), MATCH EXISTING SOD TYPE, IF UNDEFINABLE USE CENTIPEDE

AutoCAD SHX Text MILL 1 " AND OVERLAY ENTIRE SUBDIVISION WITH 12" AND OVERLAY ENTIRE SUBDIVISION WITH FDOT TYPE SP 12.5 ASPHALT (APPROX. 110,500 SY)

AutoCAD SHX Text

AutoCAD SHX Text 09/05/2024

AutoCAD SHX Text

NOT

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

KENNETH C. HORNE FL. PE 40149

AutoCAD SHX Text 2024-28

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text C501

AutoCAD SHX Text

TYPICAL SEWER LATERAL REPAIR DETAIL

AutoCAD SHX Text

CUT EXISTING 8" SEWER MAIN

AutoCAD SHX Text

INSTALL 8"X8"X4" PVC TEE-WYE

AutoCAD SHX Text

CUT EXISTING 4" SEWER LATERAL

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

INSTALL 8" PVC KNOCK-ON REPAIR COUPLING

AutoCAD SHX Text

INSTALL SECTION OF 8" PVC PIPE

AutoCAD SHX Text

INSTALL 4" PVC KNOCK-ON REPAIR COUPLING

AutoCAD SHX Text

INSTALL SECTION OF 4" PVC PIPE

AutoCAD SHX Text INSTALL 8" PVC KNOCK-ON REPAIR COUPLING MAXIMUM GAP BETWEEN PIPE SPIGOT AND BELL OF KNOCK-ON FITTING TO BE ", THIS WILL BE 12", THIS WILL BE VERIFIED BY VIDEO INSPECTION BY OWNER (TYP.)

AutoCAD SHX Text

INSTALL SECTION OF 8" PVC PIPE

AutoCAD SHX Text

CUT EXISTING 8" SEWER MAIN

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text C501

AutoCAD SHX Text

MILL AND OVERLAY BID OPTION

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

2" X 4" OR 3" TREATED TIMBERPOST @ 6 FT. O.C. (TYP)

AutoCAD SHX Text

FIBERTEX (OR APPROVED EQUAL) MATERIAL ATTACHED TO WIRE FENCE

AutoCAD SHX Text

TOE OF FABRIC

AutoCAD SHX Text

COMPACTED SOIL

AutoCAD SHX Text

STAKED AND ENTRENCHED HAY BALE

AutoCAD SHX Text

COMPACTED SOIL TO PREVENT PIPING TOE OF FABRICE

AutoCAD SHX Text

SEDIMENT LADEN RUNOFF

AutoCAD SHX Text

FILTERED RUNOFF

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text C501

AutoCAD SHX Text

SILT FENCE DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text C501

AutoCAD SHX Text

DETAIL OF PROPERLY INSTALLED HAY BALE

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text

INSTALL CLEAN OUT AT PROPERTY LINE

Sheets and Views

C001 COVER SHEET

C002 PROJECT NOTES

C003 PLAN KEY

C201 PLAN VIEWS 1 & 2

C202 PLAN VIEWS 3,4 & 5

C203 PLAN VIEWS 6,7 & 8

C501 DETAILS

File details come from the government source that posted it. Updated May 1, 2025.