2 - PLANS - 04-23-2025 - RiverViewSewerImprv_BidSet_Phase1.pdf

RIVER VIEW SEWER UPGRADE

RIVER VIEW RD. & PORPHYRY RD. | GYPSUM, CO

ENGINEERING

BID SET - PHASE 1

APRIL 2025

PROJECT DESCRIPTION:

THE PROJECT INCLUDES THE INSTALLATION OF THE FOLLOWING ITEMS:

· 3,000 LF OF 24 INCH SANITARY SEWER PIPE

· 3,050 LF OF 8 INCH RAW WATER PIPE

· 11 PRE-CAST SEWER MANHOLES

· 3,000 SY OF FULL DEPTH ASPHALT

· 1,500 SY OF MILL AND OVERLAY ASPHALT

· 2 CONCRETE VALLEY PANS

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PHASE 1 SEWER REPLACEMENT PROJECT LIMITS

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PHASE 0 SEWER REPLACEMENT PROJECT LIMITS (BY OTHERS)

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PHASE 2 SEWER REPLACEMENT PROJECT LIMITS (FUTURE SCOPE)

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SHEET INDEX

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COVER SHEET AND DRAWING INDEX

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EXISTING CONDITIONS MAP AND DEMOLITION PLAN

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OVERALL SITE PLAN

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SEWER MAIN PLAN AND PROFILE (1)

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SEWER MAIN PLAN AND PROFILE (2)

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SEWER MAIN PLAN AND PROFILE (3)

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SEWER MAIN PLAN AND PROFILE (4)

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SEWER MAIN PLAN AND PROFILE (5)

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SEWER MAIN PLAN AND PROFILE (6)

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RETURN WATER LINE PROFILES

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DETAILS (1)

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DETAILS (2)

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DETAILS (3)

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DETAILS (4)

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PROJECT CONTACTS

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ASSISTANT TOWN MANAGER/ENGINEER

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JIM HANCOCK

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TOWN OF GYPSUM

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COMMUNITY DEVELOPMENT

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(970) 524-1728

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TOWN ENGINEER

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JACOB RIVERA, PE

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TOWN OF GYPSUM

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COMMUNITY DEVELOPMENT

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(970) 524-1727

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UTILITIES DIRECTOR

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MIKE HOFFMAN

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TOWN OF GYPSUM

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PUBLIC UTILITIES DEPARTMENT

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(970) 524-3122

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CIVIL ENGINEER

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ANTHONY ALFINI, PE

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ROARING FORK ENGINEERING

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(970) 340-4130

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HOLY CROSS ENERGY

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LIBBY COWLING

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(970) 945-5491

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BLACK HILLS ENERGY

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MARK FADICK

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(970) 914-8326

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COMCAST

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PAUL BURKE

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(970) 945-7292

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CENTURYLINK

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JASON SHARPE

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(970) 328-8290

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GYPSUM FIRE DISTRICT

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JUSTIN KIRKLAND

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(970) 524-7101

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AutoCAD SHX Text EROSION CONTROL NOTES: 1. THE IMMEDIATE RECEIVING WATERS IS THE EAGLE RIVER. THE ULTIMATE RECEIVING WATERS IS THE EAGLE RIVER. THE IMMEDIATE RECEIVING WATERS IS THE EAGLE RIVER. THE ULTIMATE RECEIVING WATERS IS THE EAGLE RIVER. EAGLE RIVER. THE ULTIMATE RECEIVING WATERS IS THE EAGLE RIVER. . THE ULTIMATE RECEIVING WATERS IS THE EAGLE RIVER. EAGLE RIVER. . 2. TOPSOIL THAT IS STRIPPED SHALL BE STOCKPILED, SURROUNDED BY EROSION LOGS AND SEEDED AND MULCHED FOR TOPSOIL THAT IS STRIPPED SHALL BE STOCKPILED, SURROUNDED BY EROSION LOGS AND SEEDED AND MULCHED FOR STABILIZATION. 3. EROSION AND SEDIMENT CONTROLS ARE TO BE INSPECTED EVERY FOURTEEN CALENDAR DAYS OR AFTER EVERY STORM EROSION AND SEDIMENT CONTROLS ARE TO BE INSPECTED EVERY FOURTEEN CALENDAR DAYS OR AFTER EVERY STORM EVENT THAT EQUALS OR EXCEEDS A HALF INCH OF PRECIPITATION. 4. CONTRACTOR IS RESPONSIBLE FOR CHECKING THAT ALL EROSION CONTROL BMPs ARE FREE OF MUD, DIRT, AND CONTRACTOR IS RESPONSIBLE FOR CHECKING THAT ALL EROSION CONTROL BMPs ARE FREE OF MUD, DIRT, AND DEBRIS. ALL STRUCTURES ARE TO BE CLEANED ONCE DEPOSITED SEDIMENT REACHES ONE THIRD THE HEIGHT OF THE STRUCTURE. 5. ACTUAL LOCATIONS OF ALL EROSION AND SEDIMENT CONTROL MEASURES MAY BE FIELD MODIFIED IF NECESSARY BY ACTUAL LOCATIONS OF ALL EROSION AND SEDIMENT CONTROL MEASURES MAY BE FIELD MODIFIED IF NECESSARY BY CTUAL LOCATIONS OF ALL EROSION AND SEDIMENT CONTROL MEASURES MAY BE FIELD MODIFIED IF NECESSARY BY ENGINEER OF RECORD AND APPROVED BY THE TOWN OF GYPSUM PUBLIC WORKS DEPARTMENT. TOWN OF GYPSUM PUBLIC WORKS DEPARTMENT. . 6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AFTER THEY ARE NO LONGER NECESSARY (E.G., EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AFTER THEY ARE NO LONGER NECESSARY (E.G., WHEN AN AREA THAT WAS DISTURBED HAS ACHIEVED 75% RE-VEGETATION). 7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OR EXCAVATION EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OR EXCAVATION ACTIVITIES PER PLANS. . 8. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF SEDIMENT FROM VEHICLES LEAVING THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF SEDIMENT FROM VEHICLES LEAVING THE SITE. 9. STOCKPILED MATERIALS SHALL BE SURROUNDED WITH EROSION LOGS AND PROPERLY SECURED AS NECESSARY. STOCKPILED MATERIALS SHALL BE SURROUNDED WITH EROSION LOGS AND PROPERLY SECURED AS NECESSARY. 10. ALL DRAINAGE STRUCTURES ARE TO BE PROTECTED BY EROSION CONTROL MEASURES. ALL DRAINAGE STRUCTURES ARE TO BE PROTECTED BY EROSION CONTROL MEASURES. 11. IF ANY TEMPORARY FLOW LINE IS TO OCCUR DUE TO INTERMITTENT GRADE CHANGE, CHECK DAMS, SURFACE IF ANY TEMPORARY FLOW LINE IS TO OCCUR DUE TO INTERMITTENT GRADE CHANGE, CHECK DAMS, SURFACE ROUGHENING AND ADDITIONAL BMPs SHOULD BE IMPLEMENTED. 12. RESURFACING OR REVEGETATION PRACTICES SHALL FOLLOW ALL LAND DISTURBING ACTIVITIES IMMEDIATELY UPON RESURFACING OR REVEGETATION PRACTICES SHALL FOLLOW ALL LAND DISTURBING ACTIVITIES IMMEDIATELY UPON COMPLETION OF SAID ACTIVITIES. IF REVEGETATION PRACTICES ARE DELAYED, FINISHED TOPSOIL GRADE SHALL BE PROTECTED AGAINST WIND AND WATER EROSION WITH TEMPORARY EROSION CONTROL BMPs. 13. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. THE COST OF WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. THE COST OF WATER SHALL BE INCIDENTAL TO OTHER BID ITEMS. SWEEPING AND CLEANING ADJACENT STREETS AND SIDEWALKS DURING CONSTRUCTION WILL BE PERFORMED AS NECESSARY AND AS DIRECTED BY THE ENGINEER. SWEEPING, AND DUST MITIGATION WILL BE CONSIDERED INCIDENTAL TO THE WORK.

AutoCAD SHX Text GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE MOST RECENT TOWN OF GYPSUM PUBLIC WORKS MANUAL STANDARDS. ALL WORK SHALL COMPLY WITH THE MOST RECENT TOWN OF GYPSUM PUBLIC WORKS MANUAL STANDARDS. TOWN OF GYPSUM PUBLIC WORKS MANUAL STANDARDS. . 2. LIMITS OF CONSTRUCTION SHALL BE AS SHOWN ON PLANS AND LIMITED TO APPROVED ACTIVITY ENVELOPES. LIMITS OF CONSTRUCTION SHALL BE AS SHOWN ON PLANS AND LIMITED TO APPROVED ACTIVITY ENVELOPES. 3. TEMPORARY CONSTRUCTION EASEMENTS MAY BE REQUIRED AND ARE TO BE COORDINATED WITH PROPERTY OWNER. TEMPORARY CONSTRUCTION EASEMENTS MAY BE REQUIRED AND ARE TO BE COORDINATED WITH PROPERTY OWNER. 4. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE TOWN AT LEAST 72 HOURS BEFORE THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE TOWN AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. 5. HOURS OF CONSTRUCTION SHALL BE LIMITED TO MONDAY TO FRIDAY 7 AM TO 7 PM. NO WORK WILL BE ALLOWED AT HOURS OF CONSTRUCTION SHALL BE LIMITED TO MONDAY TO FRIDAY 7 AM TO 7 PM. NO WORK WILL BE ALLOWED AT NIGHT, WEEKENDS, OR LEGAL HOLIDAYS WITHOUT PRIOR AUTHORIZATION FROM THE TOWN. 6. THE CONTRACTOR SHALL NOT WORK DURING THE GYPSUM DAZE TOWN CELEBRATION. THIS INCLUDES THE THURSDAY THE CONTRACTOR SHALL NOT WORK DURING THE GYPSUM DAZE TOWN CELEBRATION. THIS INCLUDES THE THURSDAY BEFORE THROUGH MONDAY THE FOLLOWING WEEK. 7. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE PUBLIC WORKS DEPARTMENT. THE ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE PUBLIC WORKS DEPARTMENT. THE MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE PUBLIC WORKS DEPARTMENT. THE PUBLIC WORKS DEPARTMENT WILL RESERVE THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO THE DEPARTMENT'S RULES AND REGULATIONS. S. 8. THE CONTRACTOR MUST CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM HAZARDOUS THE CONTRACTOR MUST CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM HAZARDOUS COMPONENTS IN EXCESS OF THE THRESHOLD CONCENTRATIONS ESTABLISHED BY THE EPA. 9. ANY SIGNAGE REMOVED DURING CONSTRUCTION THAT IS NOT SHOWN TO BE ON THE PLANS SHALL BE REPLACED OR ANY SIGNAGE REMOVED DURING CONSTRUCTION THAT IS NOT SHOWN TO BE ON THE PLANS SHALL BE REPLACED OR RETURNED TO ITS ORIGINAL LOCATION. 10. THROUGHOUT ALL PHASES OF CONSTRUCTION, UNTIL THE FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR THROUGHOUT ALL PHASES OF CONSTRUCTION, UNTIL THE FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR MUST KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. THE CONTRACTOR SHALL ALSO ABATE DUST NUISANCE AS NECESSARY. THE CONTRACTOR HAS 24 HOURS AFTER THE DEPOSIT OF ANY EARTH, GRAVEL OR OTHER EXCAVATED MATERIAL TO REMOVE SUCH DEPOSIT. IN THE EVENT THAT THE EARTH, GRAVEL OR OTHER EXCAVATED MATERIAL IS NOT REMOVED, THE ENGINEER OR OWNER WILL DIRECT SUCH REMOVAL AND THE COST INCURRED SHALL BE DEDUCTED FROM THE BOND. DUST CONTROL WILL ONLY BE REQUIRED IF ADJACENT PROPERTY OWNERS ARE ADVERSELY AFFECTED OR IF DUST ADVERSELY AFFECTS MAINTENANCE OF TRAFFIC DURING THE PROJECT SUCH THAT, IN THE OPINION OF ENGINEER, ADJUSTMENT OF THE CONTROL PROGRAM IS APPROPRIATE. IT IS ER, ADJUSTMENT OF THE CONTROL PROGRAM IS APPROPRIATE. IT IS . IT IS ANTICIPATED DUST CONTROL WILL BE REQUIRED ON THIS PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SURFACES THROUGHOUT THE PROJECT TO MAINTAIN VEHICULAR THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SURFACES THROUGHOUT THE PROJECT TO MAINTAIN VEHICULAR TRAFFIC AND PROVIDE SAFE PEDESTRIAN ACCESS. THE COST SHALL BE INCIDENTAL TO WORK. 12. CONSTRUCTION DE-WATERING IS TO BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND CONSTRUCTION DE-WATERING IS TO BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR ALL ASSOCIATED PERMITTING. 13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE ACCORDANCE WITH APPLICABLE STANDARDS AND REGULATIONS AS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 14. NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 15. SUBMITTALS SHALL BE PREPARED FOR ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT AND SENT TO THE SUBMITTALS SHALL BE PREPARED FOR ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT AND SENT TO THE ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL SUBMIT 14 DAYS PRIOR TO EITHER FABRICATION OR INSTALLATION TO ALLOW FOR REVIEW TIME FOR THE ENGINEER. 16. THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN BASED ON THE BEST AVAILABLE THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE FEATURES SHOWN. THE CONTRACTOR SHALL REVIEW AND VERIFY EXISTING PHYSICAL FEATURES AND ELEVATIONS OF THE CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL LIMIT ALL WORK AND STORAGE AREAS TO THE PROJECT SITE. ANY WORK INSIDE PUBLIC THE CONTRACTOR SHALL LIMIT ALL WORK AND STORAGE AREAS TO THE PROJECT SITE. ANY WORK INSIDE PUBLIC RIGHT-OF-WAYS WILL REQUIRE APPROVAL FROM THE JURISDICTIONAL AUTHORITY PRIOR TO CONSTRUCTION. USE OF ANY PRIVATE AREAS FOR THIS PROJECT BY THE CONTRACTOR MUST BE APPROVED IN WRITING BY THE PROPERTY OWNER WITH A COPY OF THIS APPROVAL PROVIDED TO THE ENGINEER PRIOR TO USAGE. 18. ALL WORK SHALL BE DONE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS SHOWN ON THE PLANS UNLESS ALL WORK SHALL BE DONE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. 19. THE ENGINEER SHALL BE NOTIFIED WITHIN 48 HOUR PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED WITHIN 48 HOUR PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 20. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AND/OR TOES OF SLOPE AS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITIONS BY THE CONTRACTOR AT THEIR OWN EXPENSE. 21. THE CONTRACTOR SHALL PROTECT ALL TREES, BUSHES, AND EXISTING IMPROVEMENTS INSIDE AND OUTSIDE THE LIMITS THE CONTRACTOR SHALL PROTECT ALL TREES, BUSHES, AND EXISTING IMPROVEMENTS INSIDE AND OUTSIDE THE LIMITS OF WORK UNLESS SPECIFICALLY MARKED FOR REMOVAL OR REPLACEMENT. NO TREES SHALL BE REMOVED OR TRIMMED WITHOUT PRIOR ACKNOWLEDGEMENT OF THE PROPERTY OWNER AND/OR PROJECT ENGINEER. ALL APPLICABLE PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 22. THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REROUTE ANY RUNOFF AS NECESSARY THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REROUTE ANY RUNOFF AS NECESSARY DURING CONSTRUCTION ACTIVITIES TO PREVENT EROSION AND DAMAGE. 23. THE PHYSICAL FEATURES REQUIRING REMOVAL OR OBLITERATION WITHIN THE PROJECT SHALL BECOME THE PROPERTY THE PHYSICAL FEATURES REQUIRING REMOVAL OR OBLITERATION WITHIN THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF-SITE UNLESS OTHERWISE NOTED. 24. THE CONTRACTOR SHALL HAVE A COPY OF ALL APPLICABLE STANDARDS AND APPROVED CONSTRUCTION PLANS AND THE CONTRACTOR SHALL HAVE A COPY OF ALL APPLICABLE STANDARDS AND APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS ON SITE AT ALL TIMES. 25. ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.

AutoCAD SHX Text BENCHMARK AND SURVEY CONTROL: : 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING OF BOTH HORIZONTAL AND VERTICAL LAYOUT THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING OF BOTH HORIZONTAL AND VERTICAL LAYOUT ON THIS PROJECT. COORDINATES ARE REFERENCED IN THE TOWN OF GYPSUM'S LOCAL COORDINATE SYSTEM. CONTRACTOR TO VERIFY LOCAL BENCHMARKS WITH THE TOWN BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT ENGINEER FOR INTERPRETATION AND INFORMATION IN STAKING OF THE PROJECT FOR CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ANY MONUMENTS, RANGE POINTS, TIES, BENCHMARKS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ANY MONUMENTS, RANGE POINTS, TIES, BENCHMARKS, AND/OR SURVEY CONTROL POINTS WHICH MAY BE DISTRIBUTED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENT BY A REGISTERED PROFESSIONAL LAND SURVEYOR AUTHORIZED TO PRACTICE LAND SURVEYING IN THE STATE OF COLORADO. PROPERTY CORNERS WHICH FALL WITHIN NEW CONCRETE FLATWORK SHALL BE DURABLE AND SET FLUSH. THIS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

AutoCAD SHX Text LANDSCAPE NOTES: 1. ALL AREAS DISTURBED BY ROAD OR UTILITY CONSTRUCTION SHALL BE FINE GRADED AND RAKED TO REMOVE ALL ROCKS OVER ALL AREAS DISTURBED BY ROAD OR UTILITY CONSTRUCTION SHALL BE FINE GRADED AND RAKED TO REMOVE ALL ROCKS OVER THREE INCHES IN DIAMETER. PLACE TOPSOIL TO A DEPTH OF FOUR INCHES ON ALL DISTURBED AREAS AND RE-LANDSCAPE. 2. PRIOR TO TOPSOIL PLACEMENT, ALL CUT OR FILL SLOPES WILL BE CONTOURED TO BLEND WITH ADJACENT TERRAIN. PRIOR TO TOPSOIL PLACEMENT, ALL CUT OR FILL SLOPES WILL BE CONTOURED TO BLEND WITH ADJACENT TERRAIN. CONTRACTOR MAY USE VARIOUS SLOPE MOLDING TECHNIQUES TO ENHANCE THE AESTHETIC QUALITY OF THE SLOPE WHILE MAXIMIZING THE REVEGETATION POTENTIAL. ALL CUT AND FILL SLOPES SHALL BE ROUNDED AT THE TOE TO BLEND WITH THE EXISTING TERRAIN. ADDITIONALLY, WHERE SOILS AND STEEPNESS OF SLOPES PERMIT, TERRACES WILL BE CONSTRUCTED TO AID THE REVEGETATION PROCESS. 3. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, AND EXISTING IMPROVEMENTS INSIDE AND OUTSIDE THE THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, AND EXISTING IMPROVEMENTS INSIDE AND OUTSIDE THE LIMITS OF WORK UNLESS NOTED FOR DEMO/REMOVAL. SPECIFIC PROVISIONS ARE SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL RESTORE ALL DISTURBED LANDSCAPE, HARDSCAPE, AND SNOW MELTED AREAS IN-KIND. THE CONTRACTOR SHALL RESTORE ALL DISTURBED LANDSCAPE, HARDSCAPE, AND SNOW MELTED AREAS IN-KIND. 5. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION CONSIDERATIONS IN DENSELY VEGETATED AREAS. ALL DAMAGED OR THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION CONSIDERATIONS IN DENSELY VEGETATED AREAS. ALL DAMAGED OR REMOVED VEGETATION SHALL BE REPLACED IN-KIND AT THE EXPENSE OF THE CONTRACTOR.

AutoCAD SHX Text TRAFFIC CONTROL NOTES: 1. A TRAFFIC CONTROL PLAN SHALL BE PROVIDED BY A CERTIFIED TRAFFIC CONTROL SUPERVISOR AND IMPLEMENTED BY A TRAFFIC CONTROL PLAN SHALL BE PROVIDED BY A CERTIFIED TRAFFIC CONTROL SUPERVISOR AND IMPLEMENTED BY A CERTIFIED TRAFFIC CONTROL TEAM. THE TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE ENGINEER BEFORE UTILIZING ON SITE. 2. MAINTAIN ACCESS TO RESIDENCES AT ALL TIMES. TEMPORARY CLOSURE WILL BE ALLOWED FOR UTILITY WORK WITH MAINTAIN ACCESS TO RESIDENCES AT ALL TIMES. TEMPORARY CLOSURE WILL BE ALLOWED FOR UTILITY WORK WITH PRIOR COORDINATION AND APPROVAL BY THE OWNER AND ENGINEER. PROVIDE FOR EMERGENCY ACCESS CONTINUOUSLY. 3. PROVIDE SAFETY CONES, FLAG PERSONS, VERTICAL PANELS WITH BEACONS, SIGNS AND BARRICADES AS NECESSARY TO PROVIDE SAFETY CONES, FLAG PERSONS, VERTICAL PANELS WITH BEACONS, SIGNS AND BARRICADES AS NECESSARY TO PROTECT PUBLIC AND WORK SITE. 4. PROVIDE SIGNAGE AS REQUIRED BY TOWN OF GYPSUM PUBLIC WORKS DEPARTMENT AND JURISDICTIONAL AUTHORITIES. PROVIDE SIGNAGE AS REQUIRED BY TOWN OF GYPSUM PUBLIC WORKS DEPARTMENT AND JURISDICTIONAL AUTHORITIES. TOWN OF GYPSUM PUBLIC WORKS DEPARTMENT AND JURISDICTIONAL AUTHORITIES. AND JURISDICTIONAL AUTHORITIES. 5. PROVIDE DIRECTIONAL SIGNAGE INCLUDING BUT NOT LIMITED TO ONE-WAY SIGNS AND/OR TRAFFIC SIGNALS DURING PROVIDE DIRECTIONAL SIGNAGE INCLUDING BUT NOT LIMITED TO ONE-WAY SIGNS AND/OR TRAFFIC SIGNALS DURING CONSTRUCTION. JERSEY BARRIERS MAY BE REQUIRED DURING CONSTRUCTION. 6. ANY SIGNAGE REMOVED DURING CONSTRUCTION SHALL BE REPLACED OR RETURNED TO ITS ORIGINAL LOCATION. ANY SIGNAGE REMOVED DURING CONSTRUCTION SHALL BE REPLACED OR RETURNED TO ITS ORIGINAL LOCATION. 7. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 8. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN TEMPORARY TRAFFIC CONTROL DEVICES NECESSARY THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN TEMPORARY TRAFFIC CONTROL DEVICES NECESSARY THROUGHOUT THE DURATION OF CONSTRUCTION. 9. CONTRACTOR SHALL PROVIDE A SMOOTH TEMPORARY DRIVING SURFACE UNTIL FINAL PAVING IS COMPLETE. ALL CONTRACTOR SHALL PROVIDE A SMOOTH TEMPORARY DRIVING SURFACE UNTIL FINAL PAVING IS COMPLETE. ALL TEMPORARY DRIVING SURFACES WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED INCIDENTAL TO THE WORK. 10. THE CONTRACTOR SHALL CLOSELY MONITOR ACCESS FOR HEAVY CONSTRUCTION EQUIPMENT THROUGH THE PROJECT THE CONTRACTOR SHALL CLOSELY MONITOR ACCESS FOR HEAVY CONSTRUCTION EQUIPMENT THROUGH THE PROJECT AND USE TRAFFIC CONTROL AS NEEDED TO ACCOMMODATE CONSTRUCTION ACTIVITY ENTERING AND LEAVING THE PROJECT SITE. 11. ALL OPEN TRENCHES MUST BE COMPLETELY BACKFILLED AT THE END OF EACH WORK DAY. IF ANY TRENCH IS LEFT ALL OPEN TRENCHES MUST BE COMPLETELY BACKFILLED AT THE END OF EACH WORK DAY. IF ANY TRENCH IS LEFT OPEN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND PROTECT IT WITH CONCRETE BARRIER. 12. LANE CLOSURES ON HIGHWAY 6 SHALL NOT OCCUR DURING THE MORNING OR AFTERNOON RUSH HOURS (7-9 AM OR LANE CLOSURES ON HIGHWAY 6 SHALL NOT OCCUR DURING THE MORNING OR AFTERNOON RUSH HOURS (7-9 AM OR 4-6 PM)

AutoCAD SHX Text PAVEMENT NOTES: 1. ASPHALT PRIME COAT NOT REQUIRED UNLESS INDICATED ON THE PLANS. PREPARED BASE COURSES SHALL BE PRIMED ASPHALT PRIME COAT NOT REQUIRED UNLESS INDICATED ON THE PLANS. PREPARED BASE COURSES SHALL BE PRIMED AT CONTRACTOR'S EXPENSE IF THE SURFACE HAS DETERIORATED DUE TO TRAFFIC, WEATHER OR TIME LAPSE BETWEEN SURFACE PREPARATION AND PLACEMENT OF BITUMINOUS MATERIALS, SUCH THAT, IN THE OPINION OF THE ENGINEER, USE OF PRIME COAT IS REQUIRED. APPLICATION RATE SHALL BE 0.3 GALS/SQ.YD. 2. BEFORE PLACEMENT OF THE TACK COAT, THE CONTRACTOR SHALL CLEAN THE SURFACE TO RECEIVE TACK COAT AS BEFORE PLACEMENT OF THE TACK COAT, THE CONTRACTOR SHALL CLEAN THE SURFACE TO RECEIVE TACK COAT AS DIRECTED. CLEANING WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED INCIDENTAL TO THE WORK. 3. A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED BETWEEN PAVEMENT COURSES TO IMPROVE A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED BETWEEN PAVEMENT COURSES TO IMPROVE THE BOND. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED ASPHALT AND 1 PART WATER. RATES OF APPLICATION SHALL BE DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION. APPROXIMATE RATE SHALL BE 0.1 GAL./SQ.YD. 4. WHEN CONNECTING TO EXISTING PAVEMENT, ASPHALT MILLING IS REQUIRED TO A DEPTH OF 2 INCHES AND A WIDTH WHEN CONNECTING TO EXISTING PAVEMENT, ASPHALT MILLING IS REQUIRED TO A DEPTH OF 2 INCHES AND A WIDTH OF 24 INCHES. 5. WHERE NEW PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED TO A NEAT WHERE NEW PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED TO A NEAT VERTICAL LINE BY SAW CUTTING PRIOR TO PAVING OPERATIONS. VERTICAL EDGES SHALL NOT REMAIN OVERNIGHT UNLESS A PAPER JOINT IS INSTALLED, AS APPROVED BY THE ENGINEER. 6. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED FULL WIDTH BEFORE THE SUCCEEDING LAYER IS PLACED.

AutoCAD SHX Text UTILITY GENERAL NOTES: 1. ANY CONTRACTOR-CAUSED DAMAGE TO UTILITY AND/OR SERVICE LINES SHOWN OR NOT SHOWN ON THE PLANS, SHALL ANY CONTRACTOR-CAUSED DAMAGE TO UTILITY AND/OR SERVICE LINES SHOWN OR NOT SHOWN ON THE PLANS, SHALL BE REPAIRED OR REPLACED AT NO COST TO OWNER OF THE LINE AND SHALL BE ACCOMPLISHED BY THE OWNER OF THE LINE AND SHALL BE ACCOMPLISHED BY THE OF THE LINE AND SHALL BE ACCOMPLISHED BY THE CONTRACTOR, SUBCONTRACTOR OR AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK IN THE PROJECT AREA. LIKEWISE, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK AND THAT OF THE INVOLVED UTILITIES IN THE PROJECT AREA. 2. UTILITY LINES SHOWN ON THE PLANS ARE LOCATED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL UTILITY LINES SHOWN ON THE PLANS ARE LOCATED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND PROTECTION OF ALL UTILITIES IN PLACE. 3. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811 A MINIMUM OF TWO THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811 A MINIMUM OF TWO BUSINESS DAYS IN ADVANCE OF ANY EXCAVATION OR GRADING. 4. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES AND STRUCTURES AFFECTED BY THE WORK. ANY THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES AND STRUCTURES AFFECTED BY THE WORK. ANY DAMAGE SHALL BE REPAIRED AND RESTORED TO THE SATISFACTION OF THE OWNER AND UTILITY PROVIDER. THE OWNER AND UTILITY PROVIDER. THE OWNER AND UTILITY PROVIDER. THE AND UTILITY PROVIDER. THE CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS AS NECESSARY. 5. EXCAVATION AT GAS LINES: TEMPORARY COVER DURING CONSTRUCTION SHALL BE AT LEAST 18 INCHES OVER THE GAS EXCAVATION AT GAS LINES: TEMPORARY COVER DURING CONSTRUCTION SHALL BE AT LEAST 18 INCHES OVER THE GAS CONDUIT. FINISHED GRADE OVER THE GAS CONDUIT MUST BE AT LEAST TWO FEET AND NO MORE THAN SIX FEET. 6. EXISTING UNDERGROUND TELEPHONE, FIBER AND CABLE TELEVISION FACILITIES MAY BE LOCATED IN CLOSE PROXIMITY EXISTING UNDERGROUND TELEPHONE, FIBER AND CABLE TELEVISION FACILITIES MAY BE LOCATED IN CLOSE PROXIMITY TO THE WORK. THE CONTRACTOR MAY, IF NECESSARY, TEMPORARILY DISPLACE THE CABLES DURING CONSTRUCTION AND REINSTALL THEM IN ACCORDANCE WITH THE APPROPRIATE TELEPHONE, FIBER OR CABLE PROVIDER'S GUIDELINES WITH THEIR PRIOR CONSENT. 7. THE CONTRACTOR SHALL AT THEIR EXPENSE, SUPPORT AND PROTECT ALL UTILITIES, SO THAT THEY WILL FUNCTION THE CONTRACTOR SHALL AT THEIR EXPENSE, SUPPORT AND PROTECT ALL UTILITIES, SO THAT THEY WILL FUNCTION CONTINUOUSLY DURING CONSTRUCTION EXCEPT THOSE DESIGNATED TO BE TEMPORARILY SHUT DOWN. THE CONTRACTOR SHALL GET AUTHORIZATION FOR TEMPORARY SERVICE DISRUPTIONS PRIOR TO ANY UTILITY WORK AT LEAST 48 HOURS IN ADVANCE OF THE WORK. CUSTOMERS SHALL BE NOTIFIED ACCORDING TO THE UTILITY PROVIDERS REQUIREMENTS. SHOULD A UTILITY FAIL AS A RESULT OF THE CONTRACTOR'S OPERATIONS, IT WILL BE REPAIRED IMMEDIATELY BY EITHER THE CONTRACTOR OR THE UTILITY PROVIDER AT THE FULL COST OF LABOR AND MATERIALS TO THE CONTRACTOR. 8. ALL VALVE BOXES, CLEANOUTS, MANHOLES, GUY WIRES, SHALL BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. ALL VALVE BOXES, CLEANOUTS, MANHOLES, GUY WIRES, SHALL BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. 1/4" BELOW FINISHED GRADE. FINISHED GRADE. 9. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF ALL SANITARY SEWER SERVICES AND WATER THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF ALL SANITARY SEWER SERVICES AND WATER SERVICES PRIOR TO CONSTRUCTION. 10. TEMPORARY SHORING MAY BE REQUIRED FOR UTILITY INSTALLATION WORK ESPECIALLY IN AREAS CLOSE TO OR IN TEMPORARY SHORING MAY BE REQUIRED FOR UTILITY INSTALLATION WORK ESPECIALLY IN AREAS CLOSE TO OR IN EXISTING SLOPES. THE CONTRACTOR SHALL MAINTAIN SLOPE/TRENCH STABILITY UNTIL EXCAVATION IS BACKFILLED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING REQUESTED OR REQUIRED SHORING PLANS TO THE TOWN AND THE TOWN AND AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO SHORING OPERATIONS. 11. TRACER WIRE TO BE INSTALLED ON ALL UNDERGROUND UTILITIES. TRACER WIRE MUST BE TAPED ON TOP OF ALL TRACER WIRE TO BE INSTALLED ON ALL UNDERGROUND UTILITIES. TRACER WIRE MUST BE TAPED ON TOP OF ALL PIPES, AT EACH COUPLING, AND AT THE MID POINT BETWEEN COUPLINGS. THE INTERVAL BETWEEN TAPE POINTS SHALL NOT EXCEED 10 FEET. TRACER WIRE SHALL LOOP TO THE SURFACE AT ALL MANHOLES. 12. ALL TRENCHES SHALL BE BACKFILLED OR PROTECTED AT THE END OF EACH WORK DAY. ALL TRENCHES SHALL BE BACKFILLED OR PROTECTED AT THE END OF EACH WORK DAY. 13. UTILITY QUALITY LEVELS ARE GENERALLY DEFINED AS FOLLOWS. REFER TO ASCE 38 FOR FURTHER DEFINITION: UTILITY QUALITY LEVELS ARE GENERALLY DEFINED AS FOLLOWS. REFER TO ASCE 38 FOR FURTHER DEFINITION: QUALITY LEVEL D (QLD) - INDICATES INFORMATION DERIVED FROM EXISTING RECORDS, UTILITY RECORD DRAWINGS, ONE-CALL MARKOUTS, AND ORAL RECOLLECTIONS. QUALITY LEVEL C (QLC) - INDICATES INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING SUCH INFORMATION TO QLD INFORMATION. QUALITY LEVEL B (QLB) - INDICATES INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL A (QLA) - INDICATES THE PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT (E.G., A TEST HOLE OR TEST PIT).

AutoCAD SHX Text EARTHWORK: : 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL OF ANY EXCESS SOIL, DEBRIS AND WASTE MATERIAL OFF THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL OF ANY EXCESS SOIL, DEBRIS AND WASTE MATERIAL OFF OF THE PROJECT SITE. 2. ANY MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF, BY AND AT THE EXPENSE ANY MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF, BY AND AT THE EXPENSE OF THE CONTRACTOR. 3. ALL EMBANKMENT MATERIAL REQUIRING COMPACTION WILL CONFORM TO CDOT/ASTM STANDARDS. ALL EMBANKMENT MATERIAL REQUIRING COMPACTION WILL CONFORM TO CDOT/ASTM STANDARDS. 4. GROUNDWATER IS EXPECTED FOR THIS PROJECT. CONTRACTOR TO SUBMIT A TRENCH DE-WATERING PLAN BEFORE START OF GROUNDWATER IS EXPECTED FOR THIS PROJECT. CONTRACTOR TO SUBMIT A TRENCH DE-WATERING PLAN BEFORE START OF CONSTRUCTION TO THE ENGINEER FOR REVIEW AND APPROVAL. 5. IF BEDROCK IS ENCOUNTERED CONTACT ENGINEER BEFORE PROCEEDING WITH WORK IN AREA OF BEDROCK. IF BEDROCK IS ENCOUNTERED CONTACT ENGINEER BEFORE PROCEEDING WITH WORK IN AREA OF BEDROCK. BEFORE PROCEEDING WITH WORK IN AREA OF BEDROCK. BEFORE PROCEEDING WITH WORK IN AREA OF BEDROCK. 6. AREAS OF HEAVY VEGETATION, TREES, ROCKS, ETC. MAY NOT ALL BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL AREAS OF HEAVY VEGETATION, TREES, ROCKS, ETC. MAY NOT ALL BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND REQUIRED CONSTRUCTION METHODS TO PERFORM THE WORK. CERTAIN AREAS MAY REQUIRE TREE REMOVAL, BOULDER RELOCATION, CLEARING AND GRUBBING, ETC. THAT MAY NOT BE SPECIFICALLY CALLED OUT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING CONSTRUCTION AS THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING CONSTRUCTION AS NECESSARY TO COMPLETE THE WORK. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR ANY COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL STORM WATER DISCHARGE OR DE-WATERING PERMITS THAT CORRESPOND WITH THESE ACTIVITIES. 8. ONSITE NATIVE MATERIAL CAN BE USED FOR STRUCTURAL BACKFILL IF APPROVED BY THE GEOTECHNICAL ENGINEER AND SHALL ONSITE NATIVE MATERIAL CAN BE USED FOR STRUCTURAL BACKFILL IF APPROVED BY THE GEOTECHNICAL ENGINEER AND SHALL CAN BE USED FOR STRUCTURAL BACKFILL IF APPROVED BY THE GEOTECHNICAL ENGINEER AND SHALL BE USED FOR STRUCTURAL BACKFILL IF APPROVED BY THE GEOTECHNICAL ENGINEER AND SHALL BE SCREENED TO SIX INCH MINUS, PLACED IN TWELVE INCH LIFTS AND COMPACTED TO 95% AS DETERMINED BY AASHTO T-99 SIX INCH MINUS, PLACED IN TWELVE INCH LIFTS AND COMPACTED TO 95% AS DETERMINED BY AASHTO T-99 INCH MINUS, PLACED IN TWELVE INCH LIFTS AND COMPACTED TO 95% AS DETERMINED BY AASHTO T-99 TWELVE INCH LIFTS AND COMPACTED TO 95% AS DETERMINED BY AASHTO T-99 INCH LIFTS AND COMPACTED TO 95% AS DETERMINED BY AASHTO T-99 95% AS DETERMINED BY AASHTO T-99 AS DETERMINED BY AASHTO T-99 OR T-180 WHERE APPLICABLE. 9. STRIPPED TOPSOIL GENERATED ONSITE IS TO BE STOCKPILED AND USED FOR RE-VEGETATION.STRIPPED TOPSOIL GENERATED ONSITE IS TO BE STOCKPILED AND USED FOR RE-VEGETATION.

AutoCAD SHX Text SANITARY SEWER GENERAL NOTES: : 1. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE LATEST TOWN OF GYPSUM PUBLIC WORKS DEPARTMENT AND ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE LATEST TOWN OF GYPSUM PUBLIC WORKS DEPARTMENT AND TOWN OF GYPSUM PUBLIC WORKS DEPARTMENT AND AND COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT (CDPHE) RULES AND REGULATIONS. (CDPHE) RULES AND REGULATIONS. 2. INSTALLATION OF NEW SANITARY SEWER IN AREAS WITH WATER MAIN AND SERVICE CROSSINGS MUST COMPLY WITH TOWN OF INSTALLATION OF NEW SANITARY SEWER IN AREAS WITH WATER MAIN AND SERVICE CROSSINGS MUST COMPLY WITH TOWN OF TOWN OF GYPSUM PUBLIC WORKS DEPARTMENT AND CDPHE RULES AND REGULATIONS. AND CDPHE RULES AND REGULATIONS. CDPHE RULES AND REGULATIONS. RULES AND REGULATIONS. 3. CONTRACTOR IS TO OBTAIN STATE DE-WATERING PERMIT IN CASE OF GROUNDWATER IN THE TRENCH. CONTRACTOR IS TO OBTAIN STATE DE-WATERING PERMIT IN CASE OF GROUNDWATER IN THE TRENCH. 4. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY TOWN OF GYPSUM STAFF. THE TOWN WILL RESERVE ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY TOWN OF GYPSUM STAFF. THE TOWN WILL RESERVE TOWN OF GYPSUM STAFF. THE TOWN WILL RESERVE . THE TOWN WILL RESERVE TOWN WILL RESERVE WILL RESERVE THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS OR WORKMANSHIP THAT DOES NOT CONFORM TO THE TOWN'S STANDARDS TOWN'S STANDARDS STANDARDS AND SPECIFICATIONS. 5. THE CONTRACTOR MUST NOTIFY THE TOWN AT LEAST TWO FULL WORKING DAYS PRIOR TO THE START OF SEWER CONSTRUCTION. THE CONTRACTOR MUST NOTIFY THE TOWN AT LEAST TWO FULL WORKING DAYS PRIOR TO THE START OF SEWER CONSTRUCTION. TOWN AT LEAST TWO FULL WORKING DAYS PRIOR TO THE START OF SEWER CONSTRUCTION. AT LEAST TWO FULL WORKING DAYS PRIOR TO THE START OF SEWER CONSTRUCTION. 6. ALL SEWER MAINS SHALL HAVE A MINIMUM COVER OF 3.5 FEET. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES OR OTHER 3.5 FEET. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES OR OTHER . IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES OR OTHER OBSTRUCTIONS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. LOCATIONS WHERE SEWER DEPTHS ARE LESS THAN THE NOTED LOCATIONS WHERE SEWER DEPTHS ARE LESS THAN THE NOTED MINIMUM COVER, AN INSULATING MATERIAL, SUCH AS BLUEBOARD, SHALL BE INSTALLED PER TOWN OF GYPSUM PUBLIC WORKS MANUAL. 7. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION FROM ALL WATER MAIN CROSSINGS. ONE FULL LENGTH OF WATER PIPE MUST BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IF THIS CANNOT BE MET THE ENGINEER SHALL NE NOTIFIED IMMEDIATELY. 8. ALL PRIVATE SANITARY SERVICES SHALL BE SLOPE AT A MINIMUM OF 2%. 2%. . 9. ALL SEWER MANHOLES STATION OFFSET CALLOUTS REFERENCE CENTER OF STRUCTURE LOCATION. ELEVATIONS REFERENCE THE MANHOLE LID.

AutoCAD SHX Text ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE AP ANGLE POINT ANGLE POINT APPROX. APPROXIMATE APPROXIMATE ASPH. ASPHALT ASPHALT BP BEGINNING POINT BEGINNING POINT BW BOTTOM OF WALL BOTTOM OF WALL C&G CURB AND GUTTER CURB AND GUTTER CENTER LINE CENTER LINE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CONC. CONCRETE CONCRETE DW DRIVEWAY DRIVEWAY EB EAST BOUND EAST BOUND EG EXISTING GRADE EXISTING GRADE EOG EDGE OF GRAVEL EDGE OF GRAVEL EL. ELEVATION ELEVATION ELEC. ELECTRIC ELECTRIC EP END POINT END POINT EOA EDGE OF ASPHALT EDGE OF ASPHALT EX. EXISTING EXISTING FG FINISHED GRADE FINISHED GRADE FLOWLINE FLOWLINE FT FEET FEET GB GRADE BREAK GRADE BREAK GR GUARDRAIL GUARDRAIL GRAV. GRAVEL GRAVEL HCL HORIZONTAL CONTROL LINE HORIZONTAL CONTROL LINE HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HP HIGH POINT HIGH POINT HBP HOT BITUMINOUS PAVEMENT HOT BITUMINOUS PAVEMENT HMA HOT MIX ASPHALT HOT MIX ASPHALT IN INCH INCH INV. INVERT INVERT L LEFT LEFT LDA LIMITS OF DISTURBED AREA LIMITS OF DISTURBED AREA LF LINEAR FEET LINEAR FEET LP LOW POINT LOW POINT MAX. MAXIMUM MAXIMUM MH MANHOLE MANHOLE MIN. MINIMUM MINIMUM MSE MECHANICALLY STABILIZED EARTH MECHANICALLY STABILIZED EARTH 0/S OFFSET OFFSET PC POINT OF CURVATURE POINT OF CURVATURE PCC POINT OF COMPOUND CURVE POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE POINT OF REVERSE CURVE PGL PROFILE GRADE LINE PROFILE GRADE LINE PNT. POINT POINT PRC POINT OF REVERSE CURVATURE POINT OF REVERSE CURVATURE PROP. PROPOSED PROPOSED PT POINT OF TANGENCY POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INFLECTION POINT OF VERTICAL INFLECTION PVMT. PAVEMENT PAVEMENT R/R REMOVE & REPLACE REMOVE & REPLACE R RIGHT; RADIUS RIGHT; RADIUS RAD. RADIAL RADIAL RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REF. REFERENCE REFERENCE ROW RIGHT-OF-WAY RIGHT-OF-WAY SECT. SECTION SECTION SF SQUARE FEET SQUARE FEET SH. SHEET SHEET SDMH STORM DRAIN MANHOLE STORM DRAIN MANHOLE SSMH SEWER MANHOLE SEWER MANHOLE STA. STATION STATION SW SIDEWALK SIDEWALK SY SQUARE YARD SQUARE YARD TBC TOP BACK CURB TOP BACK CURB TP TOP OF PIPE TOP OF PIPE TW TOP OF WALL TOP OF WALL TYP. TYPICAL TYPICAL WB WEST BOUND WEST BOUND VP VALLEY PANVALLEY PAN

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ABBREVIATIONS

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UNDERGROUND ELECTRIC

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MINOR CONTOUR

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MAJOR CONTOUR

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UNDERGROUND CABLE TV

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EASEMENT LINE

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EDGE OF PAVEMENT

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FLOW LINE

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FORCE MAIN

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FENCE LINE

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GAS LINE

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PROPERTY LINE

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SANITARY SEWER SERVICE

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STORM DRAIN PIPE

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UNDERGROUND TELEPHONE

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WATER LINE & SIZE

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WATER SERVICE LINE

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FIBER OPTIC LINE

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EXISTING

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PROPOSED

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LEGEND

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EDGE OF GRAVEL

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RIGHT-OF-WAY

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TBC/SIDEWALK/CONCRETE

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EDGE OF WATER

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ELECTRIC MANHOLE/ METER

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CABLE BOX

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CABLE RISER

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CURB INLET

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CURB STOP

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DECIDUOUS TREE

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ELECTRIC TRANSFORMER

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EVERGREEN TREE

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FO

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FO

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FIBER OPTIC RISER

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FIRE HYDRANT

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GAS METER

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GUY ANCHOR

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MAILBOX

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MONUMENT MARKER

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POWER POLE

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SIGN

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SPOT ELEVATION

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STORM DRAIN MANHOLE

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STREETLIGHT

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SB

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SB

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SOIL BORING LOCATION

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TELEPHONE MANHOLE

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GATE VALVE

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WV

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WV

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SANITARY SEWER MANHOLE

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IRRIGATION LINE

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SANITARY SEWER & SIZE

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RAW WATERLINE

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ROAD CENTER LINE

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ASPHALT DEMO

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CURB AND GUTTER DEMO

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ASPHALT MILL

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COLORED CONCRETE DEMO

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PROPOSED CONCRETE

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PROPOSED LANDSCAPING

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CURB RAMP DETECTABLE WARNING

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PROPOSED ASPHALT

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LIMITS OF DISTURBED AREA

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ELECTRIC SWITCH GEAR

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ELECTRIC VAULT

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SG

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EV

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SYMBOL LEGEND

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HATCH LEGEND

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OVERHEAD ELECTRIC

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OVERHEAD TELEPHONE

AutoCAD SHX Text WATERLINE GENERAL NOTES: 1. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE LATEST TOWN OF GYPSUM PUBLIC WORKS DEPARTMENT RULES AND ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE LATEST TOWN OF GYPSUM PUBLIC WORKS DEPARTMENT RULES AND TOWN OF GYPSUM PUBLIC WORKS DEPARTMENT RULES AND REGULATIONS. . 2. INSTALLATION OF NEW WATERLINE IN AREAS WITH SANITARY SEWER MAIN AND SERVICE CROSSINGS MUST COMPLY WITH PUBLIC INSTALLATION OF NEW WATERLINE IN AREAS WITH SANITARY SEWER MAIN AND SERVICE CROSSINGS MUST COMPLY WITH PUBLIC PUBLIC WORKS DEPARTMENT AND THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT STANDARDS. 3. ALL WATER MAIN PIPES, FITTINGS AND APPURTENANCES SHALL MEET THE CLASS CALLED OUT IN THE PLANS AND SPECIFICATIONS. ALL WATER MAIN PIPES, FITTINGS AND APPURTENANCES SHALL MEET THE CLASS CALLED OUT IN THE PLANS AND SPECIFICATIONS. 4. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 5.5 FEET. COVER GREATER THAN THE SPECIFIED MINIMUM MAY BE REQUIRED ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 5.5 FEET. COVER GREATER THAN THE SPECIFIED MINIMUM MAY BE REQUIRED 5.5 FEET. COVER GREATER THAN THE SPECIFIED MINIMUM MAY BE REQUIRED . COVER GREATER THAN THE SPECIFIED MINIMUM MAY BE REQUIRED TO ACCOMMODATE EXISTING GRADES AND AVOID HIGH POINTS IN THE WATERLINE TO A MAXIMUM OF 20 FEET. IF GRADE 20 FEET. IF GRADE . IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES OR OTHER OBSTRUCTIONS, THE PROPOSED WATER MAIN DEPTH CAN BE VARIED PROVIDED THE 5.5 FOOT MINIMUM COVER IS MAINTAINED OR AS DIRECTED BY THE PUBLIC WORKS DEPARTMENT STAFF. 5.5 FOOT MINIMUM COVER IS MAINTAINED OR AS DIRECTED BY THE PUBLIC WORKS DEPARTMENT STAFF. MINIMUM COVER IS MAINTAINED OR AS DIRECTED BY THE PUBLIC WORKS DEPARTMENT STAFF. PUBLIC WORKS DEPARTMENT STAFF. STAFF. 5. PRECAUTIONS MUST BE TAKEN TO PROTECT WATER LINE PIPE INTERIORS, FITTINGS AND VALVES AGAINST CONTAMINATION. PIPES, PRECAUTIONS MUST BE TAKEN TO PROTECT WATER LINE PIPE INTERIORS, FITTINGS AND VALVES AGAINST CONTAMINATION. PIPES, FITTINGS AND VALVES SHALL BE KEPT CLEAN AND DRY AT ALL TIMES. A WATER TIGHT PLUG SHALL BE INSTALLED IN THE OPEN END OF THE PIPE AT THE END OF EACH WORKING DAY. 6. WATERLINES WILL BE INSTALLED AT RELATIVELY STRAIGHT LINES BETWEEN FITTINGS EXCEPT WHERE SHOWN OTHERWISE ON THE WATERLINES WILL BE INSTALLED AT RELATIVELY STRAIGHT LINES BETWEEN FITTINGS EXCEPT WHERE SHOWN OTHERWISE ON THE PLANS. IN NO CASE SHALL THE MAXIMUM JOINT DEFLECTION BE EXCEEDED AS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT OR THE PIPE MANUFACTURER. PIPE CURVATURE MAY BE OBTAINED BY JOINT DEFLECTION AS RECOMMENDED AND WARRANTED BY MANUFACTURER. MANUFACTURER'S INSTALLATION GUIDELINES TO BE PROVIDED WITH MATERIALS SUBMITTAL. 7. IF HIGHLY CORROSIVE SOILS ARE ENCOUNTERED, ALL BURIED FITTINGS AND VALVES MUST BE WRAPPED IN 8 MIL POLYWRAP IN IF HIGHLY CORROSIVE SOILS ARE ENCOUNTERED, ALL BURIED FITTINGS AND VALVES MUST BE WRAPPED IN 8 MIL POLYWRAP IN AREAS OF HIGH SOIL CONDUCTIVITY. 8. APPROVED THRUST RESTRAINT MECHANISMS ARE MEGALUGS AND FIELD-LOK GASKETS PER PUBLIC WORKS MANUAL. THE MINIMUM APPROVED THRUST RESTRAINT MECHANISMS ARE MEGALUGS AND FIELD-LOK GASKETS PER PUBLIC WORKS MANUAL. THE MINIMUM TIE ROD LENGTH SHALL BE 20 FEET. 9. TEN FEET MINIMUM HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN SANITARY SEWER AND WATER MAINS EXCEPT AT TEN FEET MINIMUM HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN SANITARY SEWER AND WATER MAINS EXCEPT AT SPECIFIED CROSSINGS AND AS IDENTIFIED ON THE PLANS. 10. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION FROM ALL SANITARY SEWER CROSSINGS. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION FROM ALL SANITARY SEWER CROSSINGS. ONE FULL LENGTH OF WATER PIPE MUST BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IF THIS CANNOT BE MET THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 11. FREEZE PROTECTION SHALL BE INSTALLED FOR ALL WATER MAIN AND SERVICES LESS THAN 5.5 FEET DEEP AND AWAY FROM FREEZE PROTECTION SHALL BE INSTALLED FOR ALL WATER MAIN AND SERVICES LESS THAN 5.5 FEET DEEP AND AWAY FROM STORM SEWERS, MANHOLES, VAULTS AND CULVERTS. 12. BLUE IDENTIFICATION TAPE SHALL BE INSTALLED 24 INCHES ABOVE ALL WATER MAINS. BLUE IDENTIFICATION TAPE SHALL BE INSTALLED 24 INCHES ABOVE ALL WATER MAINS. 13. ALL TRENCHES SHALL BE COMPACTED TO 95% AS DETERMINED BY AASHTO T-99 (STANDARD PROCTOR) OR AASHTO T-180 ALL TRENCHES SHALL BE COMPACTED TO 95% AS DETERMINED BY AASHTO T-99 (STANDARD PROCTOR) OR AASHTO T-180 (MODIFIED PROCTOR) WHERE APPLICABLE. WATER REQUIRED FOR MOISTURE CONDITIONING OF BACKFILL MATERIAL SHALL BE OBTAINED FROM AN AUTHORIZED SOURCE. ALL NECESSARY COMPACTION TESTING SHALL BE COMPLETED THROUGH A CERTIFIED SOILS LABORATORY. 14. A COPY OF THE COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE PUBLIC WORKS DEPARTMENT AND ENGINEER DURING A COPY OF THE COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE PUBLIC WORKS DEPARTMENT AND ENGINEER DURING PUBLIC WORKS DEPARTMENT AND ENGINEER DURING AND ENGINEER DURING THE COURSE OF THE PROJECT. 15. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED WATER LINE TESTING (IF APPLICABLE). ALL TESTING SHALL BE COMPLETED THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED WATER LINE TESTING (IF APPLICABLE). ALL TESTING SHALL BE COMPLETED IN THE PRESENCE OF THE PUBLIC WORKS DEPARTMENT'S REPRESENTATIVE. THIS INCLUDES PRESSURE AND LEAKAGE TEST, PUBLIC WORKS DEPARTMENT'S REPRESENTATIVE. THIS INCLUDES PRESSURE AND LEAKAGE TEST, REPRESENTATIVE. THIS INCLUDES PRESSURE AND LEAKAGE TEST, FLUSHING AND DISINFECTION, BACTERIOLOGICAL TESTS, AND PIPE CONDUCTIVITY CONTINUITY. DISINFECTION OF THE WATER LINE SHALL BE IN ACCORDANCE WITH THE PROCEDURE SET FORTH IN AWWA C651, LATEST EDITION, DISINFECTING WATER MAINS. 16. ABANDONMENT REQUIREMENTS ABANDONMENT REQUIREMENTS ABANDONMENT REQUIREMENTS 16.1. FIRE HYDRANTS AND ASSOCIATED VALVES SHALL NOT BE ABANDONED IN PLACE, BUT SHALL BE REMOVED. HYDRANT FIRE HYDRANTS AND ASSOCIATED VALVES SHALL NOT BE ABANDONED IN PLACE, BUT SHALL BE REMOVED. HYDRANT BRANCHES SHALL BE PLUGGED AT THE MAIN ACCORDING TO THE PUBLIC WORKS DEPARTMENT STANDARDS. PUBLIC WORKS DEPARTMENT STANDARDS. STANDARDS. 16.2. COUPLINGS ARE NOT DESIRED. THE CORPORATION VALVE IS TO BE CLOSED AND THE SERVICE CUT AT THE COMPRESSION COUPLINGS ARE NOT DESIRED. THE CORPORATION VALVE IS TO BE CLOSED AND THE SERVICE CUT AT THE COMPRESSION NUT. TEES SHALL BE PLUGGED AT THE SOURCE WITH AN APPROVED FITTING AND RESTRAINED. INSPECTION BY THE PUBLIC PUBLIC WORKS DEPARTMENT IS REQUIRED PRIOR TO BURYING THE WORK. THE CONTRACTOR SHALL NOT OPERATE EXISTING IS REQUIRED PRIOR TO BURYING THE WORK. THE CONTRACTOR SHALL NOT OPERATE EXISTING WATERLINE VALVES. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT A MINIMUM OF 48 HOURS IN ADVANCE OF PUBLIC WORKS DEPARTMENT A MINIMUM OF 48 HOURS IN ADVANCE OF A MINIMUM OF 48 HOURS IN ADVANCE OF ANY SERVICE ABANDONMENT. 16.3. ANY EXISTING WATER MAIN THAT ARE CUT SHALL BE PLUGGED WITH A MECHANICAL JOINT CAP. ANY EXISTING WATER MAIN IN ANY EXISTING WATER MAIN THAT ARE CUT SHALL BE PLUGGED WITH A MECHANICAL JOINT CAP. ANY EXISTING WATER MAIN IN CONFLICT WITH THE NEW WATER MAIN AND/OR WITHIN THREE FEET OF NEW WATER MAIN SHALL BE REMOVED AND DISPOSED OF. COSTS FOR THIS WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THE WATER MAIN WORK. EXISTING WATER LINES THAT ARE TO BE ABANDONED IN PLACE SHALL BE CAPPED AT BOTH ENDS WITH A MECHANICAL JOINT CAP. ALL VALVES ARE TO REMAIN OPEN WITH VALVE BOXES PULLED OFF TWO FEET BELOW GRADE AND FILLED WITH DIRT. 17. SWIVEL TEES MAY BE USED FOR ALIGNING HYDRANT VALVE AND VALVE BOX WITH EXISTING GRADES. SWIVEL TEES MAY BE USED FOR ALIGNING HYDRANT VALVE AND VALVE BOX WITH EXISTING GRADES. 18. NEW SERVICE TAPS ARE TO BE PERFORMED BY PUBLIC WORKS DEPARTMENT WHEN CONNECTIONS ARE READY TO BE MADE. TWO NEW SERVICE TAPS ARE TO BE PERFORMED BY PUBLIC WORKS DEPARTMENT WHEN CONNECTIONS ARE READY TO BE MADE. TWO PUBLIC WORKS DEPARTMENT WHEN CONNECTIONS ARE READY TO BE MADE. TWO WHEN CONNECTIONS ARE READY TO BE MADE. TWO DAYS NOTICE MUST BE GIVEN. NO PRE-TAPPING FOR FUTURE SERVICE IS ALLOWED WITHOUT A SIGNED PRE-TAPPING NO PRE-TAPPING FOR FUTURE SERVICE IS ALLOWED WITHOUT A SIGNED PRE-TAPPING AGREEMENT. PRE-TAPPING WILL REQUIRE TESTING AND DISINFECTION ACCORDING TO PUBLIC WORKS DEPARTMENT. PRE-TAPPING WILL REQUIRE TESTING AND DISINFECTION ACCORDING TO PUBLIC WORKS DEPARTMENT. PUBLIC WORKS DEPARTMENT. 19. ALL PIPING COMPONENTS REQUIRED FOR TIE-INS TO EXISTING WATER LINES MAY NOT BE SHOWN ON THE DRAWINGS. ALL ALL PIPING COMPONENTS REQUIRED FOR TIE-INS TO EXISTING WATER LINES MAY NOT BE SHOWN ON THE DRAWINGS. ALL COMPONENTS NECESSARY COMPONENTS WILL BE CONSIDERED INCIDENTAL TO THE WORK AND SHALL BE PROVIDED AS PART OF THE WORK. 20. SOLID SLEEVES AT EXISTING CONNECTION POINTS ARE IMPLIED AND ARE NOT SPECIFICALLY CALLED OUT ON THE PLANS. SOLID SLEEVES AT EXISTING CONNECTION POINTS ARE IMPLIED AND ARE NOT SPECIFICALLY CALLED OUT ON THE PLANS. 21. CONTRACTOR TO VERIFY SIZE OF ALL EXISTING SERVICES AND NOTIFY ENGINEER OF ANY DISCREPANCIES DISCOVERED.