Pagosa Springs Sewer - McCabe Creek.pdf

PROJECT DESCRIPTION:

THE PROJECT INCLUDES THE REPLACEMENT

OF APPROXIMATELY 1350 LF OF SANITARY

SEWER MAIN AND 7 SEWER MANHOLES.

BID SET

PAGOSA SPRINGS SEWER UPGRADE

FLORIDA ST AND LOMA ST | PAGOSA SPRINGS, CO

COVER SHEET

Engineer: MKM Drawn By: ETM

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

AutoCAD SHX Text

PROJECT CONTACTS

AutoCAD SHX Text

PUBLIC WORKS DIRECTOR

AutoCAD SHX Text

KARL JOHNSON

AutoCAD SHX Text

PAGOSA SPRINGS SANITATION GENERAL IMPROVEMENT DISTRICT (PSSGID)

AutoCAD SHX Text

(970) 264-4151 x451

AutoCAD SHX Text

UTILITIES SUPERVISOR

AutoCAD SHX Text

LUCIAN BREWSTER

AutoCAD SHX Text

PSSGID

AutoCAD SHX Text

(970) 264-4151 x412

AutoCAD SHX Text

CIVIL ENGINEER

AutoCAD SHX Text MAGGIE McHUGH, PE

AutoCAD SHX Text

ROARING FORK ENGINEERING

AutoCAD SHX Text

(970) 340-4130

AutoCAD SHX Text

SEPTEMBER 2025

AutoCAD SHX Text Sheet List Table

AutoCAD SHX Text Sheet Number

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

AutoCAD SHX Text

NOTES AND LEGEND (1)

AutoCAD SHX Text

AutoCAD SHX Text

NOTES AND LEGEND (2)

AutoCAD SHX Text

AutoCAD SHX Text

NOTES AND LEGEND (3)

AutoCAD SHX Text

AutoCAD SHX Text

NOTES AND LEGEND (4)

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text

AutoCAD SHX Text

DEMOLITION MAP

AutoCAD SHX Text

AutoCAD SHX Text

OVERALL SITE PLAN

AutoCAD SHX Text

AutoCAD SHX Text

PLAN AND PROFILE (1)

AutoCAD SHX Text

AutoCAD SHX Text

PLAN AND PROFILE (2)

AutoCAD SHX Text

AutoCAD SHX Text

PLAN AND PROFILE (3)

AutoCAD SHX Text

AutoCAD SHX Text

PLAN AND PROFILE (4)

AutoCAD SHX Text

AutoCAD SHX Text

PLAN AND PROFILE (5)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (1)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (2)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (3)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (4)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (5)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (6)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (7)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (8)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (9)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (10)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (11)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (12)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (13)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (14)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (15)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (16)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (17)

AutoCAD SHX Text

AutoCAD SHX Text

DETAILS (18)

AutoCAD SHX Text

APPROXIMATE PROJECT EXTENTS

AutoCAD SHX Text

APPROXIMATE MCCABE CREEK EXTENTS

NOTES AND LEGEND (1)

Engineer: MKM Drawn By: ETM

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

AutoCAD SHX Text GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE MOST RECENT PAGOSA SPRINGS SANITATION GENERAL IMPROVEMENT DISTRICT (PSSGID) ALL WORK SHALL COMPLY WITH THE MOST RECENT PAGOSA SPRINGS SANITATION GENERAL IMPROVEMENT DISTRICT (PSSGID) PAGOSA SPRINGS SANITATION GENERAL IMPROVEMENT DISTRICT (PSSGID) AND TOWN (USED INTERCHANGEABLY) RULES AND REGULATIONS. . 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 BY THE TEMPORARY CONSTRUCTION EASEMENTS MAY BE REQUIRED AND ARE TO BE COORDINATED WITH PROPERTY OWNER BY THE CONTRACTOR. 4. THE CONTRACTOR MUST CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM HAZARDOUS COMPONENTS 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. 5. 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. 6. THROUGHOUT ALL PHASES OF CONSTRUCTION, UNTIL THE FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR MUST 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, ER, ADJUSTMENT OF THE CONTROL PROGRAM IS APPROPRIATE. IT IS ANTICIPATED DUST CONTROL WILL BE REQUIRED ON THIS . IT IS ANTICIPATED DUST CONTROL WILL BE REQUIRED ON THIS PROJECT. 7. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SURFACES THROUGHOUT THE PROJECT TO MAINTAIN VEHICULAR TRAFFIC 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. 8. 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 AND REPORTING. COST SHALL BE INCIDENTAL TO WORK. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH ACCORDANCE WITH APPLICABLE STANDARDS AND REGULATIONS AS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 10. NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER OR TOWN/GID. NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER OR TOWN/GID. 11. 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 OR TOWN FOR REVIEW AND APPROVAL. 12. 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. 13. THE TOWN SHALL SECURE THE NECESSARY RIGHT-OF-WAY (ROW) PERMITS AND CONTRACTOR SHALL ABIDE BY ALL THE TOWN SHALL SECURE THE NECESSARY RIGHT-OF-WAY (ROW) PERMITS AND CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS AS OUTLINED IN THE PERMIT. 14. ALL WORK SHALL BE DONE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS SHOWN ON THE PLANS UNLESS OTHERWISE ALL WORK SHALL BE DONE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS SHOWN ON THE PLANS UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER OR TOWN. 15. THE ENGINEER AND TOWN SHALL BE NOTIFIED WITHIN 48 HOUR PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. THE ENGINEER AND TOWN SHALL BE NOTIFIED WITHIN 48 HOUR PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 16. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AND/OR 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. 17. THE CONTRACTOR SHALL PROTECT ALL TREES, BUSHES, AND EXISTING IMPROVEMENTS INSIDE AND OUTSIDE THE LIMITS OF 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 AND TOWN. ALL APPLICABLE PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 18. THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REROUTE ANY RUNOFF AS NECESSARY DURING THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REROUTE ANY RUNOFF AS NECESSARY DURING CONSTRUCTION ACTIVITIES TO PREVENT EROSION AND DAMAGE. IF STRUCTURES REQUIRE TEMPORARILY SUPPORT, REMOVAL, OR RELOCATION TO COMPLETE WORK COST TO DO IS INCIDENTAL TO THE PROJECT. 19. THE PHYSICAL FEATURES REQUIRING REMOVAL OR OBLITERATION WITHIN THE PROJECT SHALL BECOME THE PROPERTY OF 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. 20. ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OR TOWN. ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER OR TOWN. 21. ALL SEWER MANHOLES STATION OFFSET CALLOUTS REFERENCE CENTER OF STRUCTURE LOCATION. ELEVATIONS REFERENCE ALL SEWER MANHOLES STATION OFFSET CALLOUTS REFERENCE CENTER OF STRUCTURE LOCATION. ELEVATIONS REFERENCE THE MANHOLE LID OR FLOW LINE ON MANHOLES WITH GUTTER INLETS.

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. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM ON-SITE. 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. 3. 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. 4. 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. 5. 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. 6. 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. IF RELOCATION, TEMPORARY OR PERMANENT, OR SHALLOW UTILITIES IS REQUIRED, CONTRACTOR TO INCLUDE SCOPE AND COST INCIDENTAL TO MAIN INSTALLATION WORK. 7. ALL VALVE BOXES, CLEANOUTS, MANHOLES, GUY WIRES, SHALL BE ADJUSTED TO BE MOVED OUT OF CONSTRUCTION ALL VALVE BOXES, CLEANOUTS, MANHOLES, GUY WIRES, SHALL BE ADJUSTED TO BE MOVED OUT OF CONSTRUCTION LIMITS TEMPORARILY AS REQUIRED TO COMPLETE TRENCHING AND WORK. GUY WIRES SHALL BE ADJUSTED TO FINISHED GRADE. 8. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL SERVICE LINES CONNECTED TO EXISTING SEWER MAIN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL SERVICE LINES CONNECTED TO EXISTING SEWER MAIN. TOWN MAY ASSIST WITH VERIFICATION PROCESS USING A DYE TEST OR OTHER FIELD LOCATION SERVICES AS REQUESTED BY THE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL SERVICES ARE CONFIRMED AND RECONNECTED TO NEW SEWER MAIN. 9. 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 COMPLYING WITH OSHA.

SANITARY SEWER GENERAL NOTES 1. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE LATEST PSSGID AND COLORADO DEPARTMENT OF ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE LATEST PSSGID AND COLORADO DEPARTMENT OF PSSGID AND COLORADO DEPARTMENT OF AND COLORADO DEPARTMENT OF COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT (CDPHE) RULES AND REGULATIONS. (CDPHE) RULES AND REGULATIONS. 2. PUBLIC WORKS MANUAL AND CDPHE CONSTRUCTION REQUIREMENTS TAKE PRECEDENCE OVER INFORMATION SHOWN IN PUBLIC WORKS MANUAL AND CDPHE CONSTRUCTION REQUIREMENTS TAKE PRECEDENCE OVER INFORMATION SHOWN IN DRAWINGS. 3. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY PSSGID STAFF. THE DISTRICT WILL ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY PSSGID STAFF. THE DISTRICT WILL PSSGID STAFF. THE DISTRICT WILL . THE DISTRICT WILL DISTRICT WILL WILL RESERVE THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS OR WORKMANSHIP THAT DOES NOT CONFORM TO THE DISTRICT'S STANDARDS AND SPECIFICATIONS. STANDARDS AND SPECIFICATIONS. 4. THE CONTRACTOR MUST NOTIFY THE DISTRICT AT LEAST TWO FULL WORKING DAYS PRIOR TO THE START OF SEWER THE CONTRACTOR MUST NOTIFY THE DISTRICT AT LEAST TWO FULL WORKING DAYS PRIOR TO THE START OF SEWER DISTRICT AT LEAST TWO FULL WORKING DAYS PRIOR TO THE START OF SEWER AT LEAST TWO FULL WORKING DAYS PRIOR TO THE START OF SEWER CONSTRUCTION. 3. ALL SEWER MAINS SHALL HAVE A MINIMUM COVER OF 4 FEET. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES ALL SEWER MAINS SHALL HAVE A MINIMUM COVER OF 4 FEET. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES 4 FEET. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES . IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES OR OTHER OBSTRUCTIONS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 4. ALL PRIVATE SANITARY SERVICES SHALL BE EXTENDED TO THE NEW SEWER MAIN (OR CUT) SLOPE AT A MINIMUM OF ALL PRIVATE SANITARY SERVICES SHALL BE EXTENDED TO THE NEW SEWER MAIN (OR CUT) SLOPE AT A MINIMUM OF 2%. REFER TO PUBLIC WORKS MANUAL FOR SPECIFIC SERVICE CONSTRUCTION DETAILS AND REQUIREMENTS. . REFER TO PUBLIC WORKS MANUAL FOR SPECIFIC SERVICE CONSTRUCTION DETAILS AND REQUIREMENTS. 5. THE PLANS AND QUANTITIES ASSUME EACH EXISTING SEWER SERVICE IS A 4" PVC PIPE AND THAT A REPAIR THE PLANS AND QUANTITIES ASSUME EACH EXISTING SEWER SERVICE IS A 4" PVC PIPE AND THAT A REPAIR COUPLING WILL REQUIRED TO CONNECT TO EACH SERVICE. ALL SERVICE LOCATIONS SHOWN ARE APPROXIMATE, AND LOCATION AND QUANTITY SHALL BE VERIFIED BY THE CONTRACTOR AND THE RESPONSIBILITY OF THE CONTRACTOR TO CONNECT ALL SERVICES. THE UNIT BID ITEM QUANTITY WILL BE MODIFIED BASED ON ACTUAL SERVICES LOCATED IN THE FIELD AND PAID ON A PER UNIT BASIS.

NOTES AND LEGEND (2)

Engineer: MKM Drawn By: ETM

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

AutoCAD SHX Text LANDSCAPE NOTES: 1. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, AND EXISTING IMPROVEMENTS INSIDE AND OUTSIDE 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. 2. 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. 3. AT THE DIRECTION OF THE TOWN THE CONTRACTOR SHALL RETURN ALL LANDSCAPE FEATURES TO ORIGINAL STATE OR AT THE DIRECTION OF THE TOWN THE CONTRACTOR SHALL RETURN ALL LANDSCAPE FEATURES TO ORIGINAL STATE OR BETTER. THIS INCLUDES FENCES, TREES, SHRUBS, OR OTHER MATERIALS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREE REMOVAL. SHRUBS, BUSHES, AND OTHER SMALLER VEGETATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREE REMOVAL. SHRUBS, BUSHES, AND OTHER SMALLER VEGETATION REMOVAL SHOULD BE INCLUDED IN THE EROSION CONTROL COST ITEM.

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 PLAN SHALL BE REVIEWED AND APPROVED BY THE TOWN. 2. MAINTAIN ACCESS TO RESIDENCES AND SIDE STREETS AT ALL TIMES. TEMPORARY CLOSURE WILL BE ALLOWED FOR MAINTAIN ACCESS TO RESIDENCES AND SIDE STREETS AT ALL TIMES. TEMPORARY CLOSURE WILL BE ALLOWED FOR UTILITY WORK WITH PRIOR COORDINATION AND APPROVAL BY THE TOWN AND OWNER. PROVIDE FOR EMERGENCY ACCESS CONTINUOUSLY. 3. EACH STREET SHALL REMAIN OPEN TO A MINIMUM OF ONE LANE AT ALL TIMES. IN THE EVENT BOTH LANES NEED TO EACH STREET SHALL REMAIN OPEN TO A MINIMUM OF ONE LANE AT ALL TIMES. IN THE EVENT BOTH LANES NEED TO BE CLOSED THE CONTRACTOR SHALL COORDINATE WITH THE TOWN 48 HOURS PRIOR TO CLOSURE. DETAILS ON CLOSURE AND LANE SWAPPING SHALL BE OUTLINED IN THE TRAFFIC CONTROL PLAN. 4. 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. 5. PROVIDE SIGNAGE AS REQUIRED BY PSSGID/TOWN AND MUTCD. PROVIDE SIGNAGE AS REQUIRED BY PSSGID/TOWN AND MUTCD. PSSGID/TOWN AND MUTCD. AND MUTCD. 6. 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. 7. 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. 8. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 9. 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. 10. 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. 11. 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.

AutoCAD SHX Text EARTHWORK 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL OF ANY EXCESS SOIL, DEBRIS AND WASTE 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 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. IF GROUNDWATER IS ENCOUNTERED CONTACT ENGINEER OR TOWN BEFORE PROCEEDING WITH WORK IN AREA OF IF GROUNDWATER IS ENCOUNTERED CONTACT ENGINEER OR TOWN BEFORE PROCEEDING WITH WORK IN AREA OF GROUNDWATER. 5. IF BEDROCK IS ENCOUNTERED CONTACT ENGINEER OR TOWN BEFORE PROCEEDING WITH WORK IN AREA OF IF BEDROCK IS ENCOUNTERED CONTACT ENGINEER OR TOWN BEFORE PROCEEDING WITH WORK IN AREA OF OR TOWN BEFORE PROCEEDING WITH WORK IN AREA OF 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 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 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 ENGINEER/TOWN AND ONSITE NATIVE MATERIAL CAN BE USED FOR STRUCTURAL BACKFILL IF APPROVED BY THE ENGINEER/TOWN AND CAN BE USED FOR STRUCTURAL BACKFILL IF APPROVED BY THE ENGINEER/TOWN AND BE USED FOR STRUCTURAL BACKFILL IF APPROVED BY THE ENGINEER/TOWN AND SHALL BE SCREENED TO SIX INCH MINUS, PLACED IN TWELVE INCH LIFTS AND COMPACTED TO 95% AS DETERMINED SIX INCH MINUS, PLACED IN TWELVE INCH LIFTS AND COMPACTED TO 95% AS DETERMINED INCH MINUS, PLACED IN TWELVE INCH LIFTS AND COMPACTED TO 95% AS DETERMINED TWELVE INCH LIFTS AND COMPACTED TO 95% AS DETERMINED INCH LIFTS AND COMPACTED TO 95% AS DETERMINED 95% AS DETERMINED AS DETERMINED BY AASHTO T-99. 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 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 COORDINATE LIST SHOWN ON THESE PLANS. 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 SUGGESTED SEQUENCE OF CONSTRUCTION: : 1. FIELD LOCATE EXISTING 342 MANHOLE AND WORK UPSTREAM VERIFYING ALL MANHOLES. FIELD LOCATE EXISTING 342 MANHOLE AND WORK UPSTREAM VERIFYING ALL MANHOLES. 2. VIDEO THE LINE TO CONFIRM THE NUMBER OF SERVICES, SIDE OF STREET, AND LOCATION. MAP THE SERVICES VIDEO THE LINE TO CONFIRM THE NUMBER OF SERVICES, SIDE OF STREET, AND LOCATION. MAP THE SERVICES WITH A VIDEO TO ENSURE NONE ARE MISSED. 3. PREPARE AN INSTALLATION REPORT INCLUDING DETAILS ON HOW THE LINE WILL BE REPLACED WITHIN THE SAME PREPARE AN INSTALLATION REPORT INCLUDING DETAILS ON HOW THE LINE WILL BE REPLACED WITHIN THE SAME ALIGNMENT AND HOW EACH SERVICE WILL BE PROVIDED CONTINUALLY SERVICE TO THE SEWER. 4. INSTALL PROPOSED MANHOLE 342 AND UPSTREAM SEWER MAIN, PROGRESSING EAST. UPON ENCOUNTERING AN INSTALL PROPOSED MANHOLE 342 AND UPSTREAM SEWER MAIN, PROGRESSING EAST. UPON ENCOUNTERING AN EXISTING SEWER SERVICE, DISCONNECT THE SERVICE FROM THE EXISTING SEWER MAIN AND COMPLETE THE CONNECTION TO THE PROPOSED SEWER MAIN (SEE SEWER SERVICE NOTES ON THIS SHEET). CONTINUE THE PROPOSED SEWER MAIN INSTALLATION THROUGH PROPOSED MANHOLE 414. 5. REMOVE THE EXISTING SEWER MANHOLES. IF NECESSARY MANHOLES MAY BE ABANDONED. ENGINEER TO PROVIDE REMOVE THE EXISTING SEWER MANHOLES. IF NECESSARY MANHOLES MAY BE ABANDONED. ENGINEER TO PROVIDE DETAILS FOR ABANDONMENT REQUIREMENTS. 6. TEST THE MANHOLES AND SEWER MAIN PER TOWN/DISTRICT PW MANUAL OR PROJECT MANUAL SPECIFICATIONS.TEST THE MANHOLES AND SEWER MAIN PER TOWN/DISTRICT PW MANUAL OR PROJECT MANUAL SPECIFICATIONS.

AutoCAD SHX Text RIGHT-OF-WAY NOTES: 1. THE CONTRACTOR SHALL CLEARLY DELINEATE AREAS OF DISTURBANCE PRIOR TO CONSTRUCTION. ANY DAMAGE TO THE CONTRACTOR SHALL CLEARLY DELINEATE AREAS OF DISTURBANCE PRIOR TO CONSTRUCTION. ANY DAMAGE TO CONCRETE, ASPHALT, OR OTHER INFRASTRUCTURE DURING THE PROJECT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIX AT THEIR OWN COST. 2. THE CONTRACTOR SHALL NOT DISTURB ANY PRIVATE PROPERTY UNLESS NECESSARY WITHIN AN EASEMENT AND THE CONTRACTOR SHALL NOT DISTURB ANY PRIVATE PROPERTY UNLESS NECESSARY WITHIN AN EASEMENT AND WITH PRIOR COORDINATION WITH THE TOWN.

SEWER RECONNECTION NOTES: 1. THE CONTRACTOR SHALL CONNECT ALL EXISTING PIPING TO NEW MANHOLES WITH MAXADAPTOR COUPLERS ONLY. THE CONTRACTOR SHALL CONNECT ALL EXISTING PIPING TO NEW MANHOLES WITH MAXADAPTOR COUPLERS ONLY. THE ONLY SUBSTITUTE ALLOWED WILL BE A RESTRAINED, GASKETED COUPLER (E.G. SOLID SLEEVE). 2. CONTRACTOR IS RESPONSIBLE FOR BYPASS PUMPING DURING PIPE AND SERVICE RECONNECTIONS AS NECESSARY CONTRACTOR IS RESPONSIBLE FOR BYPASS PUMPING DURING PIPE AND SERVICE RECONNECTIONS AS NECESSARY TO ENSURE NO INTERRUPTION TO SEWER SERVICE.

NOTES AND LEGEND (3)

Engineer: MKM Drawn By: ETM

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

AutoCAD SHX Text EROSION CONTROL NOTES: 1. 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. 2. 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. 3. 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 PSSGID. PSSGID. . 4. 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). 5. CONSTRUCTION ROAD, STABILIZED ENTRANCE, STAGING AREA, AND PERIMETER EROSION CONTROL MEASURES SHALL BE CONSTRUCTION ROAD, STABILIZED ENTRANCE, STAGING AREA, AND PERIMETER EROSION CONTROL MEASURES SHALL BE ONSTRUCTION ROAD, STABILIZED ENTRANCE, STAGING AREA, AND PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OR EXCAVATION ACTIVITIES. . 6. 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. 7. STOCKPILED MATERIALS SHALL BE SURROUNDED WITH EROSION LOGS AND WEIGHED DOWN WITH SAND BAGS. STOCKPILED MATERIALS SHALL BE SURROUNDED WITH EROSION LOGS AND WEIGHED DOWN WITH SAND BAGS. 8. ALL DRAINAGE STRUCTURES ARE TO BE PROTECTED BY EROSION CONTROL MEASURES. ALL DRAINAGE STRUCTURES ARE TO BE PROTECTED BY EROSION CONTROL MEASURES. 9. 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. 10. 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. 11. 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

UNDERGROUND ELECTRIC

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MINOR CONTOUR

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MAJOR CONTOUR

AutoCAD SHX Text

UNDERGROUND CABLE TV

AutoCAD SHX Text

EASEMENT LINE

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

FLOW LINE

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text

FENCE LINE

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

SANITARY SEWER SERVICE

AutoCAD SHX Text

STORM DRAIN PIPE

AutoCAD SHX Text

UNDERGROUND TELEPHONE

AutoCAD SHX Text

WATER LINE & SIZE

AutoCAD SHX Text

WATER SERVICE LINE

AutoCAD SHX Text

FIBER OPTIC LINE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

EDGE OF GRAVEL

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

TBC/SIDEWALK/CONCRETE

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

IRRIGATION LINE

AutoCAD SHX Text

SANITARY SEWER & SIZE

AutoCAD SHX Text

RAW WATERLINE

AutoCAD SHX Text

ROAD CENTER LINE

AutoCAD SHX Text

ASPHALT DEMO

AutoCAD SHX Text

CURB AND GUTTER DEMO

AutoCAD SHX Text

ASPHALT MILL

AutoCAD SHX Text

COLORED CONCRETE DEMO

AutoCAD SHX Text

PROPOSED CONCRETE

AutoCAD SHX Text

PROPOSED LANDSCAPING

AutoCAD SHX Text

CURB RAMP DETECTABLE WARNING

AutoCAD SHX Text

PROPOSED ASPHALT

AutoCAD SHX Text

LIMITS OF DISTURBED AREA

AutoCAD SHX Text

HATCH LEGEND

AutoCAD SHX Text

OVERHEAD ELECTRIC

OVERHEAD TELEPHONE

NOTES AND LEGEND (4)

Engineer: MKM Drawn By: ETM

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

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

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

ELECTRIC MANHOLE/ METER

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

CABLE BOX

AutoCAD SHX Text

CABLE RISER

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

CURB STOP

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text E

AutoCAD SHX Text

ELECTRIC TRANSFORMER

AutoCAD SHX Text

EVERGREEN TREE

AutoCAD SHX Text

FO

AutoCAD SHX Text

FO

AutoCAD SHX Text

FIBER OPTIC RISER

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

GUY ANCHOR

AutoCAD SHX Text m

AutoCAD SHX Text m

AutoCAD SHX Text

MAILBOX

AutoCAD SHX Text

MONUMENT MARKER

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text S

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text D

AutoCAD SHX Text

STORM DRAIN MANHOLE

AutoCAD SHX Text

STREETLIGHT

AutoCAD SHX Text

SB

AutoCAD SHX Text

SB

AutoCAD SHX Text

SOIL BORING LOCATION

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text

TELEPHONE MANHOLE

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

ELECTRIC SWITCH GEAR

AutoCAD SHX Text E

AutoCAD SHX Text

ELECTRIC VAULT

AutoCAD SHX Text

SYMBOL LEGEND

AutoCAD SHX Text G

G

13"

14" 11"

36"28" 32"

Engineer: MKM Drawn By: ETM

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

EXISTING CONDITIONS

AutoCAD SHX Text

NORTH SIXTH STREET

AutoCAD SHX Text

FLORIDA STREET

AutoCAD SHX Text

LOMA STREET

AutoCAD SHX Text

SSMH 410 RIM ELEV.: 7089.69' *FULL OF LIQUID* BOTTOM ELEV.: 7080.84'

AutoCAD SHX Text DROP MANHOLE SSMH 412 RIM ELEV.: 7093.24' N: INV. 8" PIPE 7082.17' N: INV. 8" PIPE 7086.94' S: INV. 8" PIPE 7082.04'

AutoCAD SHX Text SSMH 414 RIM ELEV.: 7097.84' N: INV. 8" PIPE 7091.44' S: INV. 8" PIPE 7091.34' W: INV. 8" PIPE 7091.54'

AutoCAD SHX Text DROP MANHOLE SSMH 408 RIM ELEV.: 7090.96' W: INV. 8" PIPE 7085.50' W: INV. 8" PIPE 7083.75' N: INV. 8" PIPE 7078.63' S: INV. 8" PIPE 7078.56' E: INV. 8" PIPE 7078.81

AutoCAD SHX Text

SSMH 406 RIM ELEV.: 7081.52' N: INV. 8" PIPE 7075.49' SW: INV. 8" PIPE 7075.28'

AutoCAD SHX Text SSMH 344 RIM ELEV.: 7080.59' NE: INV. 8" PIPE 7073.61' W: INV. 4" PIPE 7073.58' S: INV. 8" PIPE 7073.49'

AutoCAD SHX Text SSMH 342 RIM ELEV.: 7084.35' W: INV. 8" PIPE 7076.11' W: INV. 8" PIPE 7072.95' N: INV. 8" PIPE 7072.75' S: INV. 8" PIPE 7072.67'

AutoCAD SHX Text

5.5'W X 6.75'H CMP INVERT: 7082.52'

AutoCAD SHX Text

72" CMP INVERT: 7082.52'

AutoCAD SHX Text

INVERT: 7081.68

AutoCAD SHX Text

INVERT: 7081.66'

AutoCAD SHX Text

APPROXIMATE MCCABE CREEK EXTENTS

AutoCAD SHX Text

EXISTING SEWER MAIN (TYP.)

AutoCAD SHX Text

EXISTING BUILDINGS

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

IN FEET: 1" = 75'

AutoCAD SHX Text

AutoCAD SHX Text 32.5'

75'

11"

36"28" 32"

Engineer: MKM Drawn By: ETM

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

DEMOLITION MAP

AutoCAD SHX Text

REMOVE AND REPLACE SSMH 342

AutoCAD SHX Text

REMOVE AND REPLACE SSMH 344

AutoCAD SHX Text

REMOVE AND REPLACE SSMH 406

AutoCAD SHX Text

REMOVE AND REPLACE SSMH 408

AutoCAD SHX Text

REMOVE AND REPLACE SSMH 410

AutoCAD SHX Text

REMOVE AND REPLACE SSMH 412

AutoCAD SHX Text

REMOVE AND REPLACE SSMH 414

AutoCAD SHX Text

REMOVE TREE IF NECESSARY

AutoCAD SHX Text

REMOVE TREES IF NECESSARY

AutoCAD SHX Text

REMOVE AND REPLACE EXISTING SEWER MAIN

AutoCAD SHX Text

REMOVE AND REPLACE EXISTING CULVERTS

AutoCAD SHX Text

REMOVE AND REPLACE EXISTING CULVERT

AutoCAD SHX Text

CONTRACTOR TO RE-ROUTE OVERHEAD ELECTRIC LINES AS NECESSARY

AutoCAD SHX Text

DEMO CURB AND GUTTER

AutoCAD SHX Text

SAW CUT 2" DEPTH OF ASPHALT FOR T-TOP PATCHING (SEE DETAIL) (TYP.)

AutoCAD SHX Text

SAW CUT FULL DEPTH OF ASPHALT FOR REPLACEMENT (TYP.)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

IN FEET: 1" = 75'

AutoCAD SHX Text

AutoCAD SHX Text 32.5'

75'

11"

36"28" 32"

Engineer: MKM Drawn By: ETM

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

OVERALL SITE PLAN

AutoCAD SHX Text

157 N 6TH ST

AutoCAD SHX Text

140 N 7TH ST

AutoCAD SHX Text

DROP MANHOLE 342

AutoCAD SHX Text

SSMH 344

AutoCAD SHX Text

SSMH 406

AutoCAD SHX Text

DROP MANHOLE 408

AutoCAD SHX Text

SSMH 410

AutoCAD SHX Text

DROP MANHOLE 412

AutoCAD SHX Text

SSMH 414

AutoCAD SHX Text

147 N 7TH ST

AutoCAD SHX Text

148 N 7TH ST

AutoCAD SHX Text

156 N 7TH ST

AutoCAD SHX Text

164 N 7TH ST

AutoCAD SHX Text

172 N 7TH ST

AutoCAD SHX Text

180 N 7TH ST

AutoCAD SHX Text

188 N 7TH ST

AutoCAD SHX Text

626 FLORIDA ST

AutoCAD SHX Text

618 FLORIDA ST

AutoCAD SHX Text

203 N 6TH ST

AutoCAD SHX Text

219 N 6TH ST

AutoCAD SHX Text

227 N 6TH ST

AutoCAD SHX Text

243 N 6TH ST

AutoCAD SHX Text

251 N 6TH ST #A

AutoCAD SHX Text

210 N 6TH ST

AutoCAD SHX Text

218 N 6TH ST

AutoCAD SHX Text

226 N 6TH ST

AutoCAD SHX Text

234 N 6TH ST

AutoCAD SHX Text

242 N 6TH ST

AutoCAD SHX Text

258 N 6TH ST

AutoCAD SHX Text

278 LOMA ST

AutoCAD SHX Text

585 LOMA ST

AutoCAD SHX Text

275 N 5TH ST

AutoCAD SHX Text

251 N 5TH ST

AutoCAD SHX Text

235 N 5TH ST

AutoCAD SHX Text

211 N 5TH ST

AutoCAD SHX Text

524 FLORIDA ST

AutoCAD SHX Text

181 N 5TH ST

AutoCAD SHX Text

N. SIXTH ST

AutoCAD SHX Text

LOMA ST

AutoCAD SHX Text

FLORIDA ST

AutoCAD SHX Text

MCCABE CREEK APPROXIMATE EXTENTS

AutoCAD SHX Text

PROPOSED 6' DIAMETER CMPS

AutoCAD SHX Text

RIPRAP APRON UP AND DOWNSTREAM OF CULVERTS

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

IN FEET: 1" = 100'

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text 100'

NOTE: SERVICE CONNECTIONS NOT SHOWN FOR CLARITY. CONTRACTOR TO FIELD VERIFY LOCATIONS LOT LINES ARE APPROXIMATE FROM COUNTY GIS

Engineer: MKM Drawn By: ETM

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

PLAN AND PROFILE (1)

AutoCAD SHX Text

MCCABE CREEK

AutoCAD SHX Text

4.8' OFFSET FROM ELECTRIC POLE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

DITCH CROSSING TOB

AutoCAD SHX Text

EX TELEPHONE LINE

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

IN FEET: 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text 15'

AutoCAD SHX Text 30'

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

PROPOSED SEWER MAIN PROFILE

AutoCAD SHX Text

PROPOSED SEWER LINE (TYP.)

AutoCAD SHX Text

EXISTING SEWER LINE (TYP.)

AutoCAD SHX Text

PROPOSED SEWER MANHOLE (TYP.)

AutoCAD SHX Text

PROPOSED SEWER PIPELINE (TYP.)

AutoCAD SHX Text

EXISTING STRUCTURES

PROPOSED SEWER DROP MANHOLE (TYP.)

14" 11"

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

PLAN AND PROFILE (2)

AutoCAD SHX Text

MCCABE CREEK

AutoCAD SHX Text

EX TELEPHONE LINE

AutoCAD SHX Text

EX FIBER OPTIC

AutoCAD SHX Text

EX WATER LINE

AutoCAD SHX Text

EX GAS LINE

AutoCAD SHX Text

EX 15" STORM PIPE

AutoCAD SHX Text

PROPOSED SEWER PIPELINE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

PROPOSED SEWER MANHOLE (TYP.)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

IN FEET: 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text 15'

AutoCAD SHX Text 30'

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

PROPOSED SEWER MAIN PROFILE

AutoCAD SHX Text

PROPOSED SEWER LINE (TYP.)

EXISTING SEWER LINE (TYP.)

14" 11"

36"

28"

Engineer: MKM Drawn By: ETM

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

PLAN AND PROFILE (3)

AutoCAD SHX Text

MCCABE CREEK

AutoCAD SHX Text

MCCABE CREEK

AutoCAD SHX Text

INVERT 7082.208'

AutoCAD SHX Text

INVERT 7082.52'

AutoCAD SHX Text

MCCABE CREEK TOB

AutoCAD SHX Text

CONCRETE ENCASEMENT (SEE DETAIL)

AutoCAD SHX Text

EX FIBER OPTIC

AutoCAD SHX Text

EX TELEPHONE LINE

AutoCAD SHX Text

EX FIBER OPTIC

AutoCAD SHX Text

PROPOSED CULVERTS

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

IN FEET: 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text 15'

AutoCAD SHX Text 30'

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

PROPOSED SEWER MAIN PROFILE

AutoCAD SHX Text

PROPOSED SEWER LINE (TYP.)

AutoCAD SHX Text

EXISTING SEWER LINE (TYP.)

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

PROPOSED SEWER MANHOLE (TYP.)

AutoCAD SHX Text

PROPOSED SEWER PIPELINE (TYP.)

AutoCAD SHX Text

GROUND WATER BARRIER SEE DETAIL

AutoCAD SHX Text

10' OF 12" D50 RIPRAP

AutoCAD SHX Text

3 6' DIAMETER CMPS SEE DETAIL

GROUTED RIP RAP SEE DETAIL

36" 28"

32"

Engineer: MKM Drawn By: ETM

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

PLAN AND PROFILE (4)

AutoCAD SHX Text

MCCABE CREEK

AutoCAD SHX Text

MCCABE CREEK

AutoCAD SHX Text

MCCABE CREEK TOB

AutoCAD SHX Text

EX WATER LINE

AutoCAD SHX Text

EX GAS LINE

AutoCAD SHX Text

EX TELEPHONE LINE

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

IN FEET: 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text 15'

AutoCAD SHX Text 30'

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

PROPOSED SEWER MAIN PROFILE

AutoCAD SHX Text

PROPOSED SEWER LINE (TYP.)

AutoCAD SHX Text

EXISTING SEWER LINE (TYP.)

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

PROPOSED SEWER DROP MANHOLE (TYP.)

AutoCAD SHX Text

PROPOSED SEWER PIPELINE (TYP.)

AutoCAD SHX Text

GROUND WATER BARRIER (TYP.)

AutoCAD SHX Text

CONCRETE ENCASEMENT SEE DETAIL

GROUND WATER BARRIER SEE DETAIL

Sheet Number:Computer File Information

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

PLAN AND PROFILE (5)

AutoCAD SHX Text

EX WATER LINE

AutoCAD SHX Text

BURY DEPTH: 5.8'

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

IN FEET: 1" = 30'

AutoCAD SHX Text

AutoCAD SHX Text 15'

AutoCAD SHX Text 30'

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

PROPOSED SEWER MAIN PROFILE

AutoCAD SHX Text

PROPOSED SEWER LINE (TYP.)

AutoCAD SHX Text

EXISTING SEWER LINE (TYP.)

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

PROPOSED SEWER MANHOLE (TYP.)

AutoCAD SHX Text

PROPOSED SEWER PIPELINE (TYP.)

CUT PIPE AND REATTACH TO MANHOLE WITH MAX COUPLER ADAPTER

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

DETAILS (1)

AutoCAD SHX Text

DROP MANHOLE DETAIL NTS

STANDARD SEWER MANHOLE NTS

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

DETAILS (2)

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

NTS

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

DETAILS (3)

MANHOLE LID DETAIL NTS

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

DETAILS (4)

NOTES: MATCH EXISTING CURB, SIDEWALK, GUTTER, AND DRIVEWAY

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

DETAILS (5)

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION GENERAL

IMPROVEMENT

DISTRICT

551 HOT SPRINGS BLVD.

PAGOSA SPRINGS, CO 81147

PH: 970-264-4151 X400

SEWER REPLACEMENT

LOMA ST AND FLORIDA ST

Date Comments Init.Rev.

Sheet Revisions

Print Date:

DETAILS (6)

Drawing File Name:

Project No.:

Of:

ROARING FORK

ENGINEERING

592 HIGHWAY 133

CARBONDALE, CO 81623

PH: (970) 340-4130

PAGOSA SPRINGS

SANITATION…