HomeMy WebLinkAboutDocument Markups - 05/01/2025 F. EAST LARIMER COUNTY WATER DISTRICT GIMERAL NOTES 20. PROJECT AS-BUILT AND RECORD DRAWING REQUIREMENTS: 22. ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS.
A. AS-BUILT DRAWINGS ARE COMPILED AND MAINTAINED DURING CONSTRUCTION BY THE MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE.
THE FOLLOWING INFORMATION IS CONDENSED FROM THE CURRENT "STANDARD CONSTRUCTION CONTRACTOR AND IDENTIFY, IN RED INK, ON-SITE CHANGES TO THE ORIGINAL DESIGN. AS-BUILT 47. SPILLS: FOR THOSE MINOR SPILLS THAT, RE LESS THAN THE STATES REPORTABLE QUANTITY FOR SPILLS, STAY
SPECIFICA11ONS FOR WATER MAINS" (SPECIFICATION) AS ADOPTED BY THE EAST LARIMER COUNTY DRAWINGS SHALL BE DELIVERED TO THE DISTRICT (ELECTRONICALLY IN PDF FORMAT OR OTHERWISE AS 23. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THE CITY OF
WATER DISTRICT (ELCO'OR DISTRICT) AND IS TO BE CONSIDERED AS SUCH. IN THE EVENT OF ANY REQUESTED BY THE DISTRICT) FOR ACCEPTANCE AND TO THE PROJECTS DESIGN STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT FORT COLLINS UTILITIES BY EMAIL AT ROSIONOFCGOV.COM OR PHONE (970) 817-4770. FOR ANY
CONFLICT THE FULL DISTRICT SPECIFICATION DOCUMENT SHALL TAKE PRECEDENCE OVER THESE GENERAL ENGINEER FOR CREATION OF RECORD DRAWINGS. TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY
NOTE. IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT
21. RECORD DRAWINGS ARE PREPARED BY THE PROJECTS DESIGN ENGINEER AND SHALL (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE
1. STANDARDS AND SPECIFICATIONS: CONSTRUCTION SHALL BE PER THE DISTRICT ACCURATELY REFLECT ANY CHANGE MADE IN THE FIELD WHICH VARIES FROM THE ACCEPTED 24. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN
SPECIFICATIONS IN EFFECT AT THE START OF CONSTRUCTION. MATERIAL OR EQUIPMENT SHALL BE CONSTRUC11ON PLANS, AS NOTED IN THE AS-BUILT DRAWINGS, INCLUDING AT A MINIMUM, FIELD SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT DOCUMENTA11ON SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE o
MANUFACTURED PER THE MOST RECENT VERSION OF APPLICABLE INDUSTRY STANDARDS. DIMENSIONS AND ELEVATIONS, HORIZONTAL AND VERTICAL LOCATIONS OF UNDERGROUND UTILITIES AND PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN CLEANED UP IMMEDIATELY.
APPURTENANCES. THE RECORD DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY THE DISTRICT ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR z it
2. LOCATES: CONTRACTOR SHALL COORDINATE FIELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO PRIOR TO PRELIMINARY ACCEPTANCE OF THE PROJECT. RECORD DRAWINGS ARE TO BE DELIVERED TO REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION 48. SELECTION OF 'PLASTIC WELDED"EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, O 0
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COMMENCEMENT OF ANY CONSTRUCTION AND AS REQUIRED NOTIFY ALL AFFECTED UTILITY COMPANIES THE DISTRICT IN ELECTRONIC FORMAT AS ADOBE (PDF), AUTOCAD AND R E CMEW SHAPE FILES ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SUCH AS SNAKES, RE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. cf) o
PRIOR TO COMMENCING CONSTRUCTION. COST OF REPAIRS TO ANY UTILITY DAMAGED DURING DISTRICT (RELEASE VERSION TO BE CONFIRMED WITH DISTRICT AT TIME OF SUBMITTAL). SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO w
WATERLINE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STORE MATERIAL IF FREQUENT ACCESS FROM HRDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL 49. ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM �
22. WARRANTY. THE OWNER SHALL WARRANT ALL WORK ASSOCIATED WITH THE WATERLINE TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. SEWER LINE WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE
3. DAMAGE TO PROPERTY: CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION INSTALLATION INCLUDING, BUT NOT LIMITED TO THE MATERIALS, INSTALLATION WORKMANSHIP AND MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE
FROM DAMAGE OF ALL PUBLIC AND PRIVATE PROPERTY THROUGH WHICH THE WORK IS DONE AND SHALL SURFACE RESTORATION FOR A PERIOD OF TWO YEARS FROM DATE OF PRELIMINARY ACCEPTANCE. DURING 25. ALL REQUIRED CONTROL MEASURE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY FOR LONG TERM MAINTENANCE OF THOSE FACILITY.
BE FULLY RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY AND ALL PUBLIC AND PRIVATE THIS WARRANTY PERIOD THE OWNER SHALL REPAIR ANY DEFECTS IN THE WORK AND MAINTAIN THE (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE
PROPERTY. WORK AREA. AT THE CLOSE OF THE TWO-YEAR WARRANTY PERIOD AND UPON SATISFACTORY CORRECTION INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED 50. ALL FlNAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4:
OF ANY DEFICIENCIES NOTED, THE DISTRICT SHALL ACCEPT THE CONSTRUCTED LINES AND PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. CONSTRUCTION CONTROL MEASURE.
4. SAFETY: CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS AND REGULATIONS AS APPURTENANCE AS THE SOLE PROPERTY AND RESPONSIBILITY OF THE DISTRICT.
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SET FORTH BY ANY LOCAL, CITY, COUNTY, STATE OR FEDERAL AGENCY HAVING APPLICABLE AUTHORITY.
4 PROJWr &OWRO ER08M OONTWL NOM 26. ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY 51. ALL DISTURBED AREAS DEIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR o
5. LANDSCAPING ADJACENT TO DISTRICT WATERLINES: NO LANDSCAPING (BUSHES, SHRUBS, IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURE. MATERIAL LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING.
TREES OR OTHER PLANTINGS) THAT HAS A MATURE HEIGHT OF OVER 3 FEET (3-FT) SHALL BE PLACED 1. THE PROPERTY OWNER, OWNERS REPRESENTATIVE, DEVELOPER, DEIGN ENGINEER, GENERAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE
WITHIN TEN FEET (10-FT) OF ANY DISTRICT WATERLINE OR APPURTENANCE (DISTRIBUTION MAIN, SERVICE CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 52. SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL I m
LINE, FIRE HYDRANT, METER, ETC.). BUSHES OR SHRUBS WITH A MATURE HEIGHT OF LESS THAN 3-FT AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION COMPLY WITH ALL REQUIREMENTS SET FORTH IN STREET TREE NOTES AND GENERAL LANDSCAPE NOTE.
SHALL BE PLACED A MINIMUM 4-FT FROM ANY DISTRICT WATERLINE OR APPURTENANCE. THE DISTRICT CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER 27. ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE DRAWN
SHALL HAVE THE RIGHT TO REMOVE ANY LANDSCAPING THAT VIOLATES THIS STANDARD, AT ANY TIME POTENTIAL POLLUTANT SOURCE ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURE. 53. ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIE MIXTURE AND APPLICATION RATE AND BRB
SUCH LANDSCAPING IS DISCOVERED, AND SHALL NOT BE REQUIRED TO REPLACE THE REMOVED THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND DEPTHS REQUIREMENTS.
LANDSCAPING. ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4. CONSTRUCTION CONTROL MEASURES AND 28. ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE CHECKED
SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT 54. ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST DAP
6. DESIGN APPROVAL AND CONSTRUCTION START: NO CONSTRUCTION SHALL BEGIN WITHOUT PRIOR CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY
DESIGN ACCEPTANCE FROM ELCO. DISTRICT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF STARTING 2. THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES DESIGNED
CONSTRUCTION OR TESTING TO ALLOW FOR SCHEDULING. OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL 29. ALL EXPOSED SLOPE SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL BRB
MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. FILENAME
7. PERMITS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS WHICH MAY BE APPLICABLE TO THIS PROJECT. 0009_Cover
REQUIRED. FOR ANY PERMITTING WHERE THE DISTRICT MUST APPLY FOR A PERMIT THE CONTRACTOR 30. NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER 55. ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE
SHALL COORDINATE, COVER THE COST AND SCHEDULE THE PERMIT ACQUISITION WITH THE DISTRICT. 3. THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR
FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR
8. CHANGE DURING CONSTRUCTION: NO VERBAL AUTHORIZATION FOR FIELD REVISION SHALL BE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPE Rl-P00 L/c
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GIVEN. ALL REQUESTS FOR SUCH FIELD REVISION SHALL BE MADE IN WRITING WITH THE PROPOSED 4. THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ��.• �
CHANGE INDICATED ON A COPY OF THE SIGNED DESIGN DRAWINGS. ANY FIELD REVISION APPROVED THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOES Vim;
AND INSTALLED SHALL ALSO BE ACCURATELY DOCUMENTED ON THE AS-BUILT DRAWINGS. CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UN11L TEMPORARY SEEDING OR NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED QQ �G
REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGE OFF SITE. PERMANENT EROSION CONTROL CAN BE PERFORMED. ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. • � ,Q) P�S�9. MATERIALS OF CONSTRUCTION: PLEASE CONTACT eroslonOPcgov.com EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS •;
A. PIPE: ALL WATER PIPING SHALL BE POLYVINYL CHLORIDE (PVC). ALL PVC PIPING 6-INCH WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, \�ING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN 31. ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY 56. THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES, WITH THE EXCEPTION OF STREET Q F �<v�
THROUGH 12-INCH SHALL BE DR 18 (PRESSURE CLASS 235 PSI) AND MANUFACTURED IN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASE WHERE HOUSE TREE, FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER 0 •....••• G�
ACCORDANCE WITH AWWA STANDARD C900, "POLYVINYL CHLORIDE (PVC) PRESSURE COMMENCE IS AN AUTOMATIC 'NOTICE OF VIOLATION"AND CAN RESULT IN FURTHER ENFORCEMENT ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, HAS BEEN ESTABLISHED, MICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS /ON&E�
PIPE, 4-INCH THROUGH 12-INCH, FOR WATER DISTRIBUTION". ALL PVC PIPING 14-INCH ACTIONS. THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURE.
THROUGH 24-INCH SHALL BE DR 18 (PRESSURE CLASS 235 PSI) AND MANUFACTURED IN FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION.
ACCORDANCE WITH AWWA STANDARD C905, "POLYVINYL CHLORIDE (PVC) WATER 5. THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURE TO PREVENT DAMAGE
TRANSMISSION PIPE, NOMINAL DIAMETERS 14-INCH THROUGH 36". PIPE WITH A DIAMETER TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDE BUT IS NOT LIMITED TO: TREE, 32. AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HRDSCAPE OR SEMI 57. THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL
GREATER THAN 24 INCHES SHALL BE SPECIFIED BASED ON ENGINEERED DEIGN. SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURE, CREEKS, WETLANDS, STREAMS, RIVERS, AND HRDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL MEASURE UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURE MUST REMAIN UNTIL
B. TRACER WIRE: ALL WATER PIPING SHALL BE INSTALLED WITH A TWELVE (12) GAUGE SOLID UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCE HAVE BEEN VEGETATED OR REMOVED
COPPER WIRE, PLASTIC COATED, SIX HUNDRED (600) VOLT TAPED TO TOP OF PIPE AND CONSTRUCTION. PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR
SURFACED AT EACH HYDRANT INTO A TRACER WIRE BOX. SHOULD BE LIMITED TO AS FEW ENTRANCE AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT
C. PIPE JOINTS: PIPE JOINTS SHALL BE MADE USING AN INTEGRAL BELL WITH AN ELASTOMERIC 6. AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, TRACKING ACTIVITIES). AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR,
GASKET PUSH-ON TYPE JOINT OR USING MACHINED COUPLINGS OF A SLEEVE TYPE WITH SELECTED, INSTALLED, MAINTAINED, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER TO PREVENT AND ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED
RUBBER RING GASKETS AND MACHINED PIPE ENDS TO FORM A PUSH-ON TYPE JOINT. CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF 33. IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURE FAIL TO PREVENT VEHICLE TRACKING, WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED.
D. MATERIALS AND INSTALLATION: ALL MATERIALS INSTALLED SHALL BE NEW AND FREE OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. COLlECT10N AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS
MANUFACTURER DEFECTS. ANY DEFECTIVE OR DAMAGED MATERIALS NOTED ON THE POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT 58. THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF
CONSTRUCTION SITE SHALL BE SO MARKED AND REMOVED FROM THE SITE. UNDER NO 7. ALL APPLICABLE CONTROL MEASURE BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT INTO THE DRAINAGE SYSTEM. SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL
CIRCUMSTANCE SHALL ANY PVC PIPING BE INSTALLED UTILIZING MECHANICAL EQUIPMENT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE
TO SEAT THE JOINTS. 34. CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING
E. PIPE FITTINGS: ALL FITTINGS SHALL BE MECHANICAL JOINT, DUCTILE IRON, MANUFACTURED IN 8. AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES.
ACCORDANCE WITH AWWA STANDARD C153. FITTINGS SHALL BE FURNISHED WITH A THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC
CEMENT-MORTAR LINING OF STANDARD THICKNESS CLASS WITH A 250 PSI PRESSURE RATING. PLANS, THE DEVELOPER SHALL AT ALL 71MES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURE THAT OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRA11ON OF SUCH POLLUTANT. THEREFORE,
F. GATE VALVES: GATE VALVES SHALL CONFORM TO AWWA STANDARD C509 WITH ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON
MECHANICAL G. BUTTERFLY VALOINT, 2- OPEN LEFT OPERA71NG NUT AND RESILIENT SEAT VES: BUTTERFLY VALVES SHALL BE USED FOR ALL VALVES 12-INCHES AND LARGER EROSION NCONTROL INSPECTOR. THE T WHATEVER MEASURES ARE INSHALL NSUREYTHATD ALL ROSIONCCONTROL PLANS (MAPS) OR AND MEDIATE MAED NECESSAR , AN /OR AS DIRETED BY THE CITY THE STREET OR NNER. DIRT RAMPS INSTALLED IN THE C RBR AND SHALL BE REMOVED AND LEGALLYLINESO RE NOT EXEMPT TO THESEDISPSED OF BY 'ME DEVELOPER IN A TIMELY BNSF OUTFALL NOTES
AND CONFORM TO AWWA STANDARD C504 WITH MECHANICAL JOINT, 0 OPEN LEFT SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). Z
OPERATING NUT, RESILIENT SEAT AND SHALL BE EQUIPPED WITH SAND BONNET. INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE 1. DEVELOPER IS PROCEEDING AT THEIR OWN RISK. BURLINGTON NORTHERN SANTA FE RAILROAD (BNSF) O
H. FIRE HYDRANTS: HYDRANTS SHALL CONFORM TO AWWA STANDARD C502, 1" SQUARE UPON REQUEST BY THE CITY. 35. IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE PERMITS ARE REQUIRED FOR THE MONTAVA PHASE D STORMWATER OUTFALL THE DESIGN FOR THE STORMWATER
OPEN-RIGHT OPERATING NUT. ALLOWABLE MANUFACTURERS AND MODELS ARE MUELLER SUPER REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. OUTFALL WILL BE REVIEWED BY THE CITY. BNSF REVIEW AND PERMITTING WILL COINCIDE WITH THE FOLLOWING CIO
CENTURION WITH EPDXY COATED SHOE OR AMERICAN FLO CONTROL WATEROUS PACER WB 67-25OX WITH 9. ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURE, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN CITY PROCESS MILESTONES:
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EPDXY COATED SHOE. ALL FITTINGS SHALL BE SWING ASSEMBLIES WITH THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL 36. THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND LU
ANCHOR COUPLINGS. REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR 1.1. THE DEVELOPER WILL OBTAIN BNSF ENGINEERING REVIEW APPROVAL FOR THE STORMWATER OUTFALL PRIOR
I. PIPE, VALVE AND FITTING WRAP: ALL FITTINGS, VALVES, FIRE HYDRANT SHOES AND PLUGS THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS,
SHALL BE POLY-WRAPPED WITH 8-MIL THICK POLYETHYLENE PLASTIC WRAP, DOUBLE LAYERED, EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLU11ON SOURCE CONTROL MEASURE. THE DEVELOPER VEHICLE TRACKING, AND SEDIMENT DEPOS111ON THAT COULD IMPACT WATER QUALITY. TO THE CITY RELEASING ANY BUILDING PERMITS FOR MONTAVA PHASE D. o o O
AND ENDS SECURELY TAPED PRIOR TO BACKFTLL ALL FITTING BOLTS SHALL HAVE ZINC CAPS SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. 1.2. THE DEVELOPER WILL OBTAIN A BNSF PERMIT FOR CONSTRUCTION OF THE STORMWATER OUTFALL PRIOR
INSTALLED. 37. ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR TO THE CITY RELEASING MORE THAN 25X OF MONTAVA PHASE D BUILDING PERMITS. In z
10. THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED W
10. BEDDING: ALL PIPE SHALL BE BEDDED IN 3/4" WASHED ROCK UNIFORMLY GRADED AND DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. 1.3. THE DEVELOPER WILL CONSTRUCT AND CERTIFY THE STORMWATER OUTFALL PRIOR TO THE CITY RELEASING D CO J
COMPACTED. TRENCH SHALL BE EXCAVATED TO A DEPTH BELOW ESTABLISHED GRADE EQUAL TO 1/4 OF ENGINEERS'404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT MORE THAN 35X OF THE TOTAL BUILDING PERMITS FOR PHASE D OF THE MONTAVA DEVELOPMENT (THE OF PIPE DIAMETER (MIN. 4 ). BELL DEPRESSIONS SHALL BE PROVIDED FOR ALL JOINTS. IN EVENT THAT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 38. ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN
UNSTABLE TRENCH CONDITIONS ARE ENCOUNTERED AT PIPELINE GRADE 1-1/2" UNIFORMLY GRADED DISCHARGE MEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, SUM OF THE 25X PREVIOUSLY-RELEASED BUILDING PERMITS AND AN ADDITIONAL 10X OF BUILDING Q Q
m
WASHED ROCK SHALL BE USED FOR STABILIZATION. BEDDING MATERIAL SHALL BE PLACED AND 11. THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE PERMITS). Q
COMPACTED UNDER AND AROUND SIDE OF THE PIPE PER THE PIPE MANUFACTURERS INSTALLATION INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL PRACTICAL WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, 2. DEVELOPER ACKNOWLEDGE THE DESIGN FOR THE STORMWATER OUTFALL INFRASTRUCTURE MAY NEED TO > 0. LU
RECOMMENDATIONS. NOTE MAXIMUM TRENCH WIDTH DETAIL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY CHANGE BASED ON FUTURE REVISIONS TO THE COOPER SLOUGH STORMWATER MASTER PLAN RESULTING FROM Q Z
SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND ANY AGREEMENT THE DEVELOPER MAY ENTER INTO WITH LOCAL DITCH COMPANIES. THE CITY WILL NOT PAY OR W
11. BACKFILL: BACKFlLL OF ACCEPTABLE MATERIAL SHALL BE PLACED IN LIFTS'OF UNIFORM 12. THE DEVELOPER SHALL REQUEST CLARIFICA11ON OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT
• REIMBURSE THE DEVELOPER IF DEIGNED AND/OR CONSTRUCTED DRAINAGE INFRASTRUCTURE DOE NOT MEET
HORIZONTAL LAYERS NOT TO EXCEED 6-INCHES OF COMPACTED DEPTH PER LIFT. MINIMUM 18 OF DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY
COMPACTED BACKALL ABOVE PIPE MUST BE IN PLACE BEFORE ROLLING MECHANICAL EQUIPMENT CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE THE REVISED COOPER SLOUGH STORMWATER MASTER PLAN. O
TYPE COMPAC11ON IS TO BE USED. BACKFILL SHALL BE COMPACTED TO 95X OF OPTIMUM DENSITY IN WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED MONITORED AS PART OF THE ROUTINE INSPECTIONS.
ROADWAY AREAS OR PER ROAD AUTHORITYS REQUIREMENTS, AND 90% IN FIELDS OR NON-ROAD BY OTHERS.
LOCATIONS. BACKALL COMPACTION TESTING FREQUENCY SHALL BE AT LEAST ONE TEST PER 100-LINEAL 39. PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA
FEET OF PIPELINE LENGTH AND AT VARYING DEPTHS AND LOCA1IONS IN ACCORDANCE WITH THE 13. ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE
REQUIREMENTS OF THE APPLICABLE ROAD AUTHORITY OR BEGINNING 1.5-FEET ABOVE TOP OF PIPE AND PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR
AT 1-FOOT INCREMENTS TO GRADE. 14. THE CITY RESERVE THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP
TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. SPILL KITS AND SUPPLIES CLOSE.
12. JOINT RESTRAINT: ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH
ANCHOR COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH DISTRICT SPECIFICATIONS OR AS 15. AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL 40. THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING
REQUIRED PER ENGINEERS DESIGN. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASE, A VARIANCE TO THEE CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST
CONDITIONS AND AS APPROVED OR DIRECTED BY THE DISTRICT FIELD INSPECTOR. STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURE OF THE MANUAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT
PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL
13. CONCRETE: ALL CONCRETE CONSTRUCTION, INCLUDING THRUST BLOCKS, SHALL BE COMPLETED 16. INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCE AND IMPLEMENT CONTROL ONE SHALL BE FOLLOWED. THESE PRACTICE INCLUDE WATERING THE SITES AND DISCONTINUING
UTILIZING TYPE 5 OR EQUAL CEMENT ONLY. MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS.
FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND
14. ASPHALT REPLACEMENT: FOR ASPHALT PAVEMENT THAT IS CUT AND HAS BEEN IN PLACE RETAINED BY THE CONTRACTOR. 41. ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE
LESS THAN TWO YEARS (ACCORDING TO CITY OR COUNTY ENGINEER'S RECORD), THE CUT SHALL BE A VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE
MINIMUM OF 20 FEET IN WIDTH AND WILL BE REPLACED TO THE SPECIFIED DEPTH BY A PAVING 17. ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN PRACTICAL, AT LEAST FlFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR
MACHINE. ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THEE AREAS SHALL BE
PARTICULARLY THOSE ON PAVED ROADWAY SURFACE, SHALL BE REMOVED AND DISPOSED OF IN A MANNER CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT
15. PIPE COVER: A MINIMUM COVER OF 4-1/2 FEET OF COVER OVER TOP OF PIPE SHALL BE AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGE WAY. ACCESS FROM HRDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL
MAINTAINED THROUGHOUT THE WATERLINE AND SERVICE LINE INSTALLATION, PARTICULARLY IN AREAS OF MEASURE SHALL BE IMPLEMENTED. THEE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT.
NEW GRADING AND DRAINAGE SWALES. EXTRA BURY DEPTH MAY BE REQUIRED TO MAINTAIN 18. ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS
MINIMUM COVER AT DRAINAGE CULVERT CROSSINGS AND/OR FIRE HYDRANT RUNS. MAXIMUM THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE 42. THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE
ALLOWABLE COVER SHALL BE 6 FEET, UNLESS SPECIFICALLY APPROVED BY THE DISTRICT. THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLE, OR FOR COMPACT BERMS) WATTLE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR
ALONE ON COMMERCIAL CONSTRUCTION SITE HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT OTHER UNCONTROLLED LOCATIONS.
16. CONNECTION TO EXISTING SYSTEM: ALL CONNECTIONS TO EXISTING WATERLINES SHALL BE FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE
COMPLETED AT DEVELOPER'S EXPENSE BY DISTRICT PERSONNEL OR THE DISTRICTS AUTHORIZED TRAFFIC. 43. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN
CONTRACTOR WITH NO EXCEPTION. THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS
19. ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE
17. INSPECTION: THE DISTRICT SHALL HAVE THE AUTHORITY TO ASSIGN AN INSPECTOR WHO SHALL OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF
INSPECT, CHECK AND VERIFY THAT ANY AND ALL WORK, INCLUDING ALL MATERIALS TO BE INCORPORATED CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. 0:1
IN THE WORK, EXCAVATION, BEDDING, BACKFTLL, TESTING AND ALL CONSTRUCTION METHODS AND MEASURES'DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE TST, INC.
PRACTICE OF THE INSTALLED FACILITIES IS EQUAL TO OR BETTER THAN MINIMUM CONSTRUCTION EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH 4-4. SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS CONSULTING ENGINEERS
REQUIREMENTS AS SET FORTH IN THE DISTRICTS SPECIFICATIONS. . SOUND ENGINEERING AND HYDROLOGICAL PRACTICE. AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE 748 Whalers Way
IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED Suite 200 Fort Collins
18. TESTING: ALL LINES SHALL BE PRESSURE TESTED, CHLORINATED AND FLUSHED BY THE 20. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL Colorado 80525
CONTRACTOR IN ACCORDANCE MATH DISTRICT SPECIFICATIONS AND UNDER THE DISTRICT'S SUPERVISION. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND Phone: 970.226.0557
UPON PASSING CHLORINATION TESTING, BACTERIOLOGICAL TESTING WILL BE COMPLETED BY A STATE THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. 45. TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY JOB NO.
CERTIFIED WATER QUALITY CONTROL LABORATORY. COPIES OF ALL PASSING TEST RESULTS, INCLUDING SOILS (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE 1230.0009.00
COMPACTION IN THE AREA OF WATER MAIN CONSTRUCTION, SHALL BE PROVIDED TO THE DISTRICT. 21. PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND
REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER SCALE N/A
19. PRELIMINARY ACCEPTANCE: PRELIMINARY ACCEPTANCE SHALL BE ISSUED TO THE OWNER IMMEDIATE CONSTRUC11ON OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINE AS MARKED
WHEN ALL PROJECT WORK IS COMPLETE, TESTED AND OPERATIONAL SUCH THAT THE INFRASTRUCTURE IS INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE DATE
READY TO BE ACCEPTED BY THE DISTRICT. DOCUMENTATION REQUIRED PRIOR TO ISSUANCE OF FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. MAY 2025
PRELIMINARY ACCEPTANCE INCLUDES BUT IS NOT LIMITED TO CHLORINA1ION TEST REPORT, WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABIUZA11ON ACTIVITIES SUCH THAT LANDSCAPING TAKES
BACTERIOLOGICAL TEST REPORT, HYDROTET REPORT, COMPACTION TESTING REPORT, VERIFlCAT10N OF PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS 46. SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND SHEET
PROJECT COSTS, AS-BUILT DRAWINGS AND RECORD DRAWINGS. FOLLOWING RECEIPT, REVIEW AND SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL Of 234
ACCEPTANCE BY THE DISTRICT OF THESE AND OTHER DOCUMENTS AS MAY BE REQUIRED PER PROJECT CLEARING ING AND GRADING ACTIVITIES AS MUCH POSSIBLE. FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCESTO PREVENT MATERIAL 4
SPECIFICS, THE DISTRICT WILL ISSUE PRELIMINARY ACCEPTANCE. TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE
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\ \ O.D. OR 4' MIN. \ GRANULAR MATERIAL AIR RELEASE& a NOTE 4 CONCRETE BLOCK PLAN VIEW G
6" 4.0 5.5 3.0 1.5 1.0 \ \ 4 VACUUM VALVE ' FLEXIBLE TRACER WIRE TERMINAL BOX INSTALLATION Q 0 • '
8" 6.5 9.0 5.0 2.5 1.5 0� BRASS NIPPLE Q COUPLING HYDRANT GRAVEL Q���Q� •� ��t/
SADDLE, FLANGE,
12" 14.0 20.0 11.0 5.5 3.0 \ \ ��
O O O O O - - O S�ONAL
16" 25.0 35.0 19.0 10.o S.D O ; PIPE SUBGRADE- STABILIZATION OR BOSS (NOTE 3 1 6 0 o ••••••
20" 38.0 54.5 29.5 15.0 7.5 FITTING(BRASS) G.V. 4
\ \ \ \ \ \ MATERIAL IF REQUIRED NOTES:
24" 55.5 78.5 42.5 22.0 11.0 \ \ \ \ \ \ \ \ \ \ \ Q SCREEN a"x'-4"MESH 1. NO LANDSCAPING(TREES,SHRUBS, FIRE HYDRANT
30" 86.5 122.0 66.0 34-0 17.0 ' GROUT 4
NOTES: BOULDERS,ETC.),RETAINING WALLS OR
36" 124.0 175.5 95.0 48.5 24.5 \ �\ \\ \\ �\ \\ \\ \\ �\ \\ \\ CONCRETE FOOTINGS a O O a 1. VENT TO BE SURFACED AT FENCE LINE, FENCESALLOWED WITHIN 10'OF FIRE 2'-0"
W/244 BARS O O e O IRRIGATION DITCH OR AS ELSEWHERE HYDRANT.
42" 168.0 237.5 128.5 65.5 33.0 �O �QOO OO 00% SPECIFIED BY DISTRICT 2. FIRE HYDRANT PIPING,VALES,ETC.SHALL TRACER WIRE TERMINAL BOX INSTALLED EITHER RIGHT
2. IF COVER SITUATED WITHIN GRAVEL BE DOUBLE WRAPPED IN POLYETHYLENE.
NOTES: COMPACTED O C�O� J� �r ROADWAY LEAVE COVER 4"BELOW OR LEFT OF EACH FIRE HYDRANT ASSEMBLY
1. ALL CONCRETE SHALL BE POURED AGAINST UNDISTURBED EARTH GRANULAR MATERIAL �O 0,-)o vOO� SURFACE
�� �^ n^ 3- GATE VALVE SIZED PER AIR VALVE
2. ALL FITTINGS&PLUGS MUST BE WRAPPED WITH POLYETHYLENE TO PREVENT CONCRETE FROM ADHERING TO THE 4. LOCATE PER FIELD CONDITIONS
BOLTS OR PIPE. 4'-0" I.D
Date File No.N N Date File No. Date File No. Date File No.
� IMEgC®® Designed A /A esdo20_typco%thnrst �,i11MEgC9 Designed NIA N/A �11MEgC� 111MEq
y y esd006_bedding_c%ss �� ®,y Designed NIA N/A esd001_oiruoc ��� C�Gy Designed NIA N/A esdol8_hYe�}dronf_hd
EAST LARIMER COUNTY WATER DISTRICT EAST LARIMER COUNTY WATER DISTRICT EAST LARIMER COUNTY WATER DISTRICT EAST LARIMER COUNTY WATER DISTRICT
's s E✓V B/20 Drawing No. "4 � / g / g E✓V 8/20 Drawing No.
Drawn Drawn EJV OB 20 Drawing No. `g '� "_ �
E✓V B/20 020 Drawn RKB OB 91 Drawing No. Drawn
E✓V 10/21 00s E✓v B/21 001 C� TYPICAL FIRE HYDRANT INSTALLATION E✓v 2/24 018
TYPICAL THRUST BLOCK Revised TRENCH AND BEDDING DETAIL Revised AIR RELIEF VACUUM VALVE WITH VAULT Revised Revised
NOT TO SCALE !yA `� NOT TO SCALE !yA `� NOT TO SCALE �q t��,•t HIGH D E N S I TY DEVELOPMENT AREAS NOT TO SCALE
�q DI5� Approved RS B/20 Sheet 01 of 01 lfq UI, Approved RS B/21 Sheet 01 of 01 UI Approved RS 8/21 Sheet 01 of 01 rfq 01S Approved RS 2/24 Sheet 02 of 02
CENTERLINE SECTION 2' (MIN) TRENCH 2' (MIN) O J- -
Q
c
CARRIER PIPE CASING \ / > LU
71 m
TRENCH WIDTH TABLE D W 0
CO
PVC OR DUCTILE IRON PIPE Q
CASING SPACERS - MIN. 3 PER MAXIMUM D
PIPE SECTION ON 6' CENTERS (INCHES) INCH O-RING OR WATERSTOP SEE TRENCH WIDTH TABLE PIPE ER TRENCH II)TH >
SEAL ENDS WITH HIGH DENSITY GASKET REQUIRED IF 12" MIN.
a m
RUBBER SEAL & STAINLESS FLOWFILL IS USED
STEEL BANDS CLAY EARTH MATERIAL 4 28
(NOTE 3) Z C/
WATER LINE PIPE 6 30 0 z
8 32 � O
10 34 U
END SECTION /
MIN. 2 FT. OR AS /� \/ 12 36
DETERMINED BY 14 38
I 1 " MIN ENGINEER ICAL LIMITS OF TRENCH '\\\ \\/ 16 40
j \ CASING \\X/ jX, 18 42
I 2'-0" � \� \� \�/\�\//\ / 24 46
/ CARRIER PIPE (MIN.) WATER LINE
I LIMITS OF CLAY
CUT-OFF WALL
PIPE BELL - Z
Date File No.
IMEq�
EAST LARIMER COUNTY WATER DISTRICT Designed NIA N/A esd023_t�ench_detoil
\\ NOTES: s Drawn RKB 10/91 Drawing No.
��� E✓V B/20 005
CASING SPACER ASSEMBLY 1. CLAY SHALL BE COMPACTED TO 95% �9�gplSt��� TRENCH DETAIL Revised sheet 01 of 01
NOT TO SCALE
MAXIMUM DENSITY. Approved RS B/20
NOTE: 2. CLAY MATERIAL TO BE CLASSIFIED AS SC,
SEE SPECIFICATIONS FOR ACCEPTED CASING SPACER AND END CL OR ML-CL.
SEAL MANUFACTURERS AND MODELS.
3. FLOWFILL MAY BE USED INSTEAD OF CLAY TST, INC.
MATERIAL IF APPROVED BY DISTRICT. CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Date File No. Date File No. Colorado 80525
A
IMEq�,�G Designed N N/A esd004 butied_cosing �`pNIMEq�OG Designed NIA N/A esd007_cut_off wall Phone: 970.226.0557
EAST LARIMER COUNTY WATER DISTRICT RKB 12/93 Drawing No. � y` EAST LARIMER COUNTY WATER DISTRICT RKB 10/01/91 Drawing No.
Drawn Drawn JOB N0.
J f� BURIED CASING DETAIL E✓v B/20 004 E✓v B/21 007 1230.0009.00
Revised NOT TO SCALE !y CUT-OFF WALL Revised NOT TO SCALE
AIR OISS�� RS B 20 AIR OIS��� RS B 21 SCALE
Approved / Sheet 01 of 01 Approved / Sheet 01 of 01 N TS
DATE
MAY 2025
SHEET
206 of 234
SINGLE METER LAYOUT INSTALLATION DETAIL BUTTERFLY VALVE DETAIL FTHE
L DEPTH ASPHALT PATCH:
THICKNESS OF THE ASPHALT PATCH SHALL BE ONE-INCH
/ KER THAN THE EXISTING ASPHALT THICKNESS WITH A
/� ��/�\/% MUM ASPHALT THICKNESS PER TABLE 25-1 OF CHAPTER 25.
INDIVIDUAL SERVICE LINE SIZE I
BOX INSTALLED TO GRADE SECTION A-A If this section is less than
PER SITE SPECIFIC REQUIREMENT PROPERTY LINE TO EITHER RIGHT OR LEFT 5'of existing asphalt/concrete,
OF ALL NEW FIRE HYDRANT m 2 it must be removed and replaced.
ASSEMBLIES (min.) zo
VALVE BOX WATER LINE U) Trench Width
c �, O New Asphalt/Concrete 1=
BUTTERFLYVALVE a) (n U) -- Varies D-
I UTILITY EASEMENT (AWWAC504) L c .� c Z v
Y
> cj E (n
SINGLE METER PIT ® a- N Existing Road Base j o
LU
4MECHANICAL JOINT vo-
-III—III IIII—III (RESTRAINED) -
BACK OF SIDEWALK s . _ WATER LINE —
OR CURB �4
VARIES -I I -III IIIIIII I - -
ALL VALVES OPEN LEFT _I '�r' ,',� r / �� �' I Compacted
Edge of Pavement or
Lifts of Suitable g
(NOTE 1) '�% '%% '% ' `M Materials Lip of Existing Gutter
(A) �/vvwv (A) 6"Max. Compacted�l I >
4 >�w/!i� Lift Thickness if
5'MIN NOTE 1 - A�/��. VALVE OPERATOR - Q
NOTES: Plowable Fill 12"(Water&Sewer)
W W W W W 1: See Meter Pit Detail
2: Distance may need to LOOP TRACER Not Required WIRE RE INTO BOX 4' (See Note 9 below for Storm.)
be modified if drainage (min.) :;',O`. m
g GATE VALVE DETAIL or other site specific 6'(max.) --
DUAL METER LAYOUT conditions dictate "WATER"CAST IN TOP OF TOP OF VALVE BOX SHALL Utility Conduit
changes to these o 0 0 0 0 o c VALVE BOX COVER SURROUNDINGASPHALT
Bedding Material BRB
dimensions. TRACER WIRE
CHECKED
INDIVIDUAL SERVICE LINE SIZE 12-GUAGE VALVE BOX SHALL BE�\
� PROPERTY LINE o�'o 0 0 o c �/ OR AS D RETED PER ELCO INSPECTOR
DOWN 6" Undisturbed OII DAP
PER SITE SPECIFIC REQUIREMENT INSULATED < \� &BURIED BELOW GRADE IF INSTALLED DESIGNED
IN A NON-PAVED ROADWAY
SOLID o 0 0 0 0 0 D, 0 i COPPER BRB
18
i � a\� < NOTES: //
1 " N VALVE BOXES SHALL BE
0 0 0 0 0 0 0 CENTERED AND PLUMB OVER FILENAME
UTILITY EASEMENT o 0 0 -01 61 0 o c OPERATING NUT.
2. BACKFILL AROUND VALVE 3-PIECE VALVE BOX 0009_Detalls
o < BOXES SHALL BE HAND PLACED NOTES:
AND COMPACTED FOR A i\\j\\j
MINIMUM 4'RADIUS AROUND \\// 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
< VALVE BOX /\
DUAL METER PIT 2"OPERATING NUT Local Entity Engineer.
DO L/
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean,vertical,and �P
— ••••••
� j/\\� straight edge&outside of the wheel path. \,�.•• IN
3. Where the surrounding soils are non-expansive, a Powable fill may be substituted for backfillP OAP 0�
BACK OF SIDEWALK 3�a° i 3�a' material.
OR CURB VARIES CLEAN 4" ROCK \\\i \% 4. Trench width shall not be more than 16"nor less than 12"wider than the outside diameter of the pipe.
\\ COMPACTED SOIL •
— 5. Use a 18'long #4 epoxy rebar at 18°on centers along the perimeter of concrete panel replacement
TRACER WIRE TAPED sections. P
OIL w
TO TOP OF PIPE 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing
(NOTE 1) NOTES: / / / / / / �� ••••••.• \
requirements.
1. BOX& LID ASSEMBLY SHALL BE CAST IRON WATERLINE �G
LER SLIP-TYPE MODEL 6865 (TOP ONLY) 7. In unimproved areas, all disturbed areas shall be regraded,seeded&mulched. S/ONAL
TY
3' TY APPROVED EQUAL. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
\ \ \ \ \ \ \ \ 9. Bedding material depth when installing storm sewer shall be up to spring line,except in areas of
2. TRACER WIRE SHALL NOT BE INSTALLED �i�ii�i�\/i� �i /\i/\ii/���i�� �i\! unsuitable backfill;then, bedding material shall be placed to a level 12'above pipe.
W W W (BROUGHT TO SURFACE)IN VALVE BOXES.
MECHANICAL JOINTS(RESTRAINED) GATE VALVE(AWWA C500)
Date File No. Date File No. Date File No.
���g11MER jam Designed RS 07129120 esd013_meterpit_lowl"t ���IRERC�bt� Designed N A N/A esd011_tr=r_wire�ox �� 'ME�CB®yam Designed RKB 08�91 esd016_w1ve_detoil TRENCH DETAIL
EAST LARIMER COUNTY WATER DISTRICT EJV 0712-00 Drawing No. EAST LARIMER COUNTY WATER DISTRICT E✓v 8120 Drawing No. EAST LARIMER COUNTY WATER DISTRICT EJV 09120 Drawing No.
Drawn Drawn Drown
01-7 '� , 021 ELCO EJV 6/2� 016 LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
WATER METER LAYOUT DETAILS E✓v 2/24 E✓v 10/21
Revised TRACER WIRE BOX DETAIL Revised VALVE DETAIL Revised
SheT TO et et 01 SCALE
Ol � � Approved R.S B�21 NOT TO SCALE ly�ol�� NOT TO SCALE URBAN AREA DRAWINGS
Approved RS 2124 ��►rols Sheet Ol of 01 A `� Approved RS 8121 Sheet 01 of 01 STREET STANDARDS DATE: 04/01/07 2201
z C0
0 J
— Q
CO F_
— w
> o
no
M w z
Dco 0
SURFACE
> a. D
ICE
WATER MAIN CONSTRUCTION:
CROSSING UTILITY INSTALL MEGALUG
IF WATER MAIN IS BEING CONSTRUCTED OVER STORM SEWER EXISTING WATER LINE FLOW FILL EXTEND 3' EACH RETAINER GLANDS (TYP.)
CULVERT WITH LESS THAN MINIMUM COVER, BLUE-BOARD COVER 45- BENDS (TYP.) WAY FROM CENTER z co
LESS THAN MIN. TOP OF WATER MAIN FULL WIDTH OF TRENCH EACH WAY UNTIL 4.5' OF WATER LINE BELOW 0 z
(4.5' NORMAL MIN. COVER) MINIMUM COVER IS AGAIN OBTAINED
REALIGNED WATER LINE
1" MIN. BLUE-BOARD WATER MAIN
H (NOTE 4)
GRAVITY
ANCHOR (TYP.)
(NOTE 5) 14' THRUST BLOCK
1 1" MIN. BLUE-BOARD 8' _ 8' _ (TYP.) (NOTE 5)
1.5' MIN.
(FULL TRENCH WIDTH)
STEEL CASING (NOTE 4)
1
GENERAL NOTES:
1. SEE THRUST BLOCK DETAIL FOR SIZING.
2. ALL FITTINGS & JOINTS IN LOWERING AREA TO BE RESTRAINED WITH MECHANICAL JOINT RESTRAINTS.
STORM SEWER CULVERT CONSTRUCTION: 3. ALL D.I.P PIPE & FITTINGS SHALL BE DOUBLE WRAPPED WITH POLYETHYLENE ENCASEMENT.
IF STORM SEWER CULVERT IS BEING CONSTRUCTED 4. IF CLEARANCE "H" IS LESS THAN 18", INSTALL STEEL CASING WHEN CROSSING UTILITY IS 24" DIAMETER OR
UNDER EXISTING WATER MAIN. BLUE-BOARD TOP OF GREATER, OR AS REQUIRED BY ELCO BASED ON SITE SPECIFIC CONDITIONS. FOR CROSSING UTILITY OF
CULVERT THE FULL WIDTH OF TRENCH TO 4' EACH DIAMETER LESS THAN 24", CASING IS NOT REQUIRED UNLESS SPECIFIED BY ELCO PER SITE SPECIFIC
WAY FROM CROSSING. CONDITIONS.
5. ANCHOR AND THRUST BLOCKS TO BE INSTALLED ONLY IF ADEQUATE MECHANICAL THRUST RESTRAINT CANNOT
BE PROVIDED OR AS REQUIRED BY DESIGN ENGINEER OR ELCO. ENGINEER TO DETERMINE DISTANCES TO BE
RESTRAINED.
STORM SEWER CULVERT TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
R1 MER��
Date File No. Date File No.
Phone: 970.226.0557 Designed N A NIA esd008_crossing_culwfft `Q�1MER�+O Designed NIA NIA esd019_moin_1owering
EAST LARIMER COUNTY WATER DISTRICT y~ °yam EAST LARIMER COUNTY WATER DISTRICT JOB N0.
Drown RKB 05/03 Drawing Na. Drown EJ(/ 8�20 Drawing No. 1230.0009.00
lCO INSULATED WATER MAIN AT STORM SEWER OR CULVERT CROSSING Revised EJV 8/21 OOB ~O Revised EJl/ 8/21 019
AIR ols��` NOT TO SCALE �,, �� WATER MAIN LOWERING DETAIL NOT TO SCALE
Approved RS 8121 Sheet 01 of 02 �R DISC SCALE
Approved RS 8�21 Sheet Ol of Ol N TS
DATE
MAY 2025
SHEET
207 of 234
GENERAL UTILITY CONTRACTOR METER PIT CONTRACTOR
INSTALLS CURB STOP&BOX INSTALLS METER PIT&SETTER
18"
LOCATION OF ORIGINAL CURB STOP&BOX PUBLIC _
F� METER PIT CONTRACTOR TOREMOVE RIGHT OF WAY UTILITY EASEMENT
UTILITY EASEMENT CURB STOP BOX ROADWAY (WIDTH VARIES) -
(WIDTH VARIES) METER PIT LID WITH COMPOSITE COVER
PUBLIC _ `� z
18" WITH 2"HOLE �'; / //A//A//
ROADWAY RIGHT OF WAY (SEE CURB STOP DETAIL)~ O°o°c° O e o °. o 0. DETACHED WALK //\\/jam\/jam\/j\\/\\/j�\/j�j \�j�\�j/\\�j�\�j/ \\"X� 'X\ V) a_
r TOP OF METER PIT NO GREATER THAN �' _ABOVE FINAL GRADE (URBAN PLAN) -
�O cf)
- CURB >
DETACHED WALK I W
o e °•°o o °0.0 (URBAN PLAN) �
(URBAN PLAN) FROST PROOF LID 1 CURB STOP TO BE REMOVED AT TIME OF METER CURB STOP BOX
14"MIN
CURB(URBAN PLAN) -� A A 16"MAX PIT INSTALLATION AND SERVICE CONNECTION,
SEE METER PIT DETAIL
BORROW DITCH
(RURAL AREAS) A.Y. MCDONALD DUAL BORROW DITCH
SECTION A-A � (RURAL AREAS)
CHECK METER SETTER
METER 4.5' MIN.
20"DIA(a"METER) LU
OR 24"DIA(1"METER) Q
4.5'MIN. X 3 FT METER PIT 4 5' MIN
FROM TO
MAIN STRUCTURE >-
4.5'MIN.
METER TYPE"K"COPPER BEDDED
DRAWN
TEMPORARY CURB STOP IN SQUEEGEE 6"BELOW— TAPE OPENING CLOSED BRB
BOX TO BE REMOVED BY AND 12"ABOVE PIPE
METER PIT CONTRACTOR WATER MAIN CHECKED DAP
I ."N 1 n o
T PIGTAIL
WATER MAIN - _ \ "K"COPPER DESIGNED
CORPORATION STOPngh = i�, ,1; BRB
INSTALL 90° FITTING
l BRASS TAPPING SLEEVE FILENAME
CURB STOP WITH INVERTED KEY 0009_Details
PLAIN END W/TAPE Z
SEE TYPICAL CURB STOP DETAIL V MIN. COVERING, CONTINUED
6"OF SQUEEGEE BELOW TO STRUCTURE
AND 12"ABOVE PIPE BY OWNER s WATER MAIN BEDDING Pp0 L/c
WATER MAIN BEDDING PEA GRAVEL BASE Y PER ELCO TRENCH AND BEDDING DETAIL -ALL FITTINGS TO BE AWWA OR I.P. BY COOPER COMPRESSION- 0�•.PN••• P�
PER ELCO TRENCH AND BEDDING DETAIL V���XX
IME# A ate File No. ,MER Date
A File No. \\��G�\J`�� •
c \ \J •
may` EAST LA R I M E R COUNTY WATER DISTRICT Designed esawi serace lypico/ ~�� CO EAST LA R I M E R COUNTY WATER DISTRICT Designed R A esawi curbstop_t}pico/
Drawn RKB 10/91 Drawing No. "S Drawn RKB 05/O,J Drawing No. O'` ` �•�G���
r / 2/24 r A E✓V 2/24 009 S �••�•���
E✓V 010 Revised TONAL
TYPICAL 4" & 1" METER PIT D ETA I L Revised NOT TO SCALE �,� �� TYP I CA L 3 i�- & 1�i CURB STOP D ETA I L NOT TO SCALE
Approved RS 2/24 Sheet 01 of 02 0� 4 Approved RS 2/24 Sheet 01 of 02
GENERAL UTILITY CONTRACTOR METER PIT CONTRACTOR
SECTION A-A INSTALLS CURB STOP&BOX INSTALLS METER PIT&SETTER
18" LOCATION OF ORIGINAL CURB STOP&BOX
(SEE CURB STOP METER PIT CONTRACTOR TO MOVE CURB
DETAIL) STOP BOX
I— I ~A
METER PIT LID WITH COMPOSITE COVER
WITH DUAL 2" HOLES
I
TOP OF METER PIT NO GREATER THAN
4" METER (TYP) - 2'ABOVE FINAL GRADE
"U" BRANCH YOKE
FROST PROOF LID
4" K-COPPER 16"MAX Z J
OUTLET (TYP)
1" K-COPPER INLET O Q
DUAL CHECK
METER SETTER co
METER LU
1"K-COPPER INLET E I I > Q
A 4" K-COPPER(TYP) 4.5'MIN. L —
--A m
co B � � W Z o
ITEM NAME TEMPORARY 24" DIA.x 3' co
A ANGLE DUAL CHECK CURB STOP METER PIT a
VALVE BOX TO BE x U
REMOVED BY
B ANGLE BELL VALVE METER PIT > a. D
C CONTRACTOR T PIGTAIL
C "U"BRANCH YOKE I I I 4"K-COPPER �/�
D Z c r
D METER IDLER —
SUPPORTS I O Z
1" K-COPPER _F_ PLAIN END W/TAPE
E METER PIT INLET V MIN. , COVERING, CONTINUED o
n ° TO STRUCTURE
BY OWNER
PEA GRAVEL BASE
Date File No.
�`p�IMEq��Gy` EAST LA R I M E R COUNTY WATER DISTRICT Designed NIA N/A esd011_seruice duo,
EIC� Drawn E✓V 8/20 Drawing No.
3 u Revised RS 7/24 011
�AhRDIS�`�� TYPICAL 4 DUAL METER PIT DETAIL NOT TO SCALE
Approved RS 7/24 Sheet 02 of OJ
TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB NO.
1230.0009.00
SCALE
N TS
DATE
MAY 2025
SHEET
208 of 234