36C78619R0083-004.pdf

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Attached to
FY19 CSD Continental District - Ft Logan - Mini-Minor Project for Admin Bldg Addition Federal contract opportunity
Solicitation number
36C78619R0083
Issued by
Department of Veterans Affairs National Cemetery Administration

About this file

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This federal contract opportunity solicitation seeks offers for a mini-minor project to construct a 900 square foot building addition and attached single public restroom at Fort Logan National Cemetery. The project includes labor, materials, tools, equipment and supervision to complete construction in accordance with provided specifications, drawings, codes and requirements. The acquisition is set aside for Service-Disabled Veteran-Owned Small Businesses. Offerors must be registered in SAM and complete representations and certifications. Electronic solicitations will be available on August 9th with proposals due on the specified date. All proposals must be submitted through eCMS.

From the source

36C78619R0083 S02_Attachment-3_Drawings REV-1_Ft Logan Admin Bldg Addition.pdf

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Other files for this federal contract opportunity

Other files attached to FY19 CSD Continental District - Ft Logan - Mini-Minor Project for Admin Bldg Addition, newest first.
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36C78619R0083-0003000.docx DOCX document
36C78619R0083-0003002.pdf PDF
36C78619R0083-0003001.pdf PDF
36C78619R0083-0003003.pdf PDF
36C78619R0083-0002000.docx DOCX document
36C78619R0083-0001000.docx DOCX document
36C78619R0083-0001002.pdf PDF
36C78619R0083-0001001.pdf PDF
36C78619R0083-001.docx DOCX document
36C78619R0083-005.pdf PDF
36C78619R0083-007.xlsx XLSX spreadsheet
36C78619R0083-006.pdf PDF
36C78619R0083-002.pdf PDF
36C78619R0083-003.pdf PDF
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Drawing Title Project Title Date

Project No.

Building Number Checked Drawn

Location

Approved: Division Chief

Approved: Service Director Dwg. Of

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Revisions Date

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1 98765432

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COVER SHEET

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ADMIN BLDG

ADDITION

FORT LOGAN NATIONAL CEMETERY

CFC

05/15/2019

888-19-301

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FORT LOGAN NATIONAL CEMETERY

DENVER, COLORADO

ADMIN BUILDING ADDITION

PROJECT NUMBER 888-18-301

SITE PLAN - FORT LOGAN NATIONAL CEMETERY

PROJECT

LOCATION

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Drawing Title Project Title Date

Project No.

Building Number Checked Drawn

Location

Approved: Division Chief

Approved: Service Director Dwg. Of

DRAWING NO.

Revisions Date

1 2 3 4 5 6 7 8 9

1 98765432

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ACCESS PLAN

ADMIN BLDG

ADDITION

FORT LOGAN NATIONAL CEMETERY

CFC

05/15/2019

888-19-301

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AutoCAD SHX Text TEMPORARY FACILITY NOTES 1. INSTALL MIN. 4' HEIGHT CONSTRUCTION FENCING WHERE INDICATED ON THE PLANS. MODIFY PLACEMENT OF INSTALL MIN. 4' HEIGHT CONSTRUCTION FENCING WHERE INDICATED ON THE PLANS. MODIFY PLACEMENT OF FENCE WITH OWNER AND/OR ENGINEER TO ACCOMMODATE PHASING OF CONSTRUCTION, EMERGENCY ACCESS AND PEDESTRIAN INGRESS/EGRESS AS NECESSARY. CORING HOLES FOR POSTS IS NOT PERMITTED IN EXISTING PAVEMENT TO REMAIN. 2. TEMPORARY SIGNAGE SHALL BE FABRICATED IN ACCORDANCE WITH VA CONSTRUCTION SIGN DETAIL. TEMPORARY SIGNAGE SHALL BE FABRICATED IN ACCORDANCE WITH VA CONSTRUCTION SIGN DETAIL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE COR. SOIL STRIPPING: : 1. CONTRACTOR SHALL CLEAR AND STRIP TOPSOIL (APPROX. DEPTH OF 3" FOR THE ENTIRE LIMITS OF CONTRACTOR SHALL CLEAR AND STRIP TOPSOIL (APPROX. DEPTH OF 3" FOR THE ENTIRE LIMITS OF GRADING) AS SHOWN ON PLANS. STOCKPILED TOPSOIL THAT MEETS SPECIFICATIONS CAN BE RE-USED AS DIRECTED ON THE LANDSCAPE PLANS. TEMPORARY SOIL STOCKPILES SHALL BE SURROUNDED WITH SILT FENCE. EXCESS SOIL MATERIALS SHALL BE REMOVED OFF-SITE BY CONTRACTOR. 2. CONTRACTOR SHALL RESTORE AREA TO THE CONDITION SHOWN ON THE GRADING AND PLANTING PLANS CONTRACTOR SHALL RESTORE AREA TO THE CONDITION SHOWN ON THE GRADING AND PLANTING PLANS AFTER REMOVAL OF CONSTRUCTION FENCING AND SIGNAGE. ANY DAMAGE TO EXISTING TOPSOIL, GRADES, TURF, STRUCTURES, AND UTILITIES, INCLUDING THOSE NOT SHOWN ON THE CONTRACT DRAWINGS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 3. TURF GRASS SHALL BE REPLACED WITH NEW SOD TO MATCH EXISTING AT NO ADDITIONAL COST TO THE TURF GRASS SHALL BE REPLACED WITH NEW SOD TO MATCH EXISTING AT NO ADDITIONAL COST TO THE OWNER. SOD SHALL BE INSTALLED PER SPECIFICATIONS SECTION 32 90 00. PRIOR TO REPLACEMENT OF TURF GRASS, CONTRACTOR SHALL FILL AND COMPACT ALL VOIDS CREATED BY TEMPORARY FACILITIES WITH CLEAN 4" DEEP TOPSOIL AND SHALL BE COMPACTED TO 85% MODIFIED PROCTOR. CONSTRUCTION SEQUENCING 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS THAT ARE NECESSARY FOR ALL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS THAT ARE NECESSARY FOR ALL CONSTRUCTION ACTIVITIES. 2. FOR PROTECTION OF UNDERGROUND UTILITIES THE CONTRACTOR SHALL REQUEST A UTILITY LOCATE FROM FOR PROTECTION OF UNDERGROUND UTILITIES THE CONTRACTOR SHALL REQUEST A UTILITY LOCATE FROM COLORADO 811 (HTTPS://COLORADO811.ORG/) A MINIMUM OF FIVE FULL WORKING DAYS (EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS) PRIOR TO BEGINNING CONSTRUCTION. 3. CONTRACTOR SHALL SUBMIT A CONSTRUCTION SEQUENCING PLAN TO THE COR FOR REVIEW AND APPROVAL. CONTRACTOR SHALL SUBMIT A CONSTRUCTION SEQUENCING PLAN TO THE COR FOR REVIEW AND APPROVAL. 4. CONTRACTOR SHALL NOT BEGIN ERECTING CONSTRUCTION FENCING OR CONSTRUCTION WITHIN THE EXISTING CONTRACTOR SHALL NOT BEGIN ERECTING CONSTRUCTION FENCING OR CONSTRUCTION WITHIN THE EXISTING ADMINISTRATION BUILDING UNTIL ALL TEMPORARY FENCING AND RELATED SIGNAGE IS IN PLACE.

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Drawing Title Project Title Date

Project No.

Building Number Checked Drawn

Location

Approved: Division Chief

Approved: Service Director Dwg. Of

DRAWING NO.

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1 98765432

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FORT LOGAN NATIONAL CEMETERY

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05/15/2019

888-19-301

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AutoCAD SHX Text DEMOLITION GENERAL NOTES 1. CONTRACTOR SHALL DEMOLISH AREA SURROUNDING PROJECT LIMITS AS NEEDED. SEE DEMOLITION GENERAL CONTRACTOR SHALL DEMOLISH AREA SURROUNDING PROJECT LIMITS AS NEEDED. SEE DEMOLITION GENERAL NOTES, THIS SHEET 2. ALL MATERIAL TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE ALL MATERIAL TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF SITE AT NO ADDITIONAL COST TO THE OWNER IN ACCORDANCE WITH ALL STATE, LOCAL AND FEDERAL GUIDELINES, UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FEATURES NOT IDENTIFIED TO BE REMOVED FROM CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING FEATURES NOT IDENTIFIED TO BE REMOVED FROM CONSTRUCTION OPERATIONS. ANY EXISTING FEATURES DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. EXISTING FEATURES TO REMAIN INCLUDE: 4. EXISTING TREES: EXISTING TREES: A. CAREFULLY MAINTAIN PRESENT GRADE AT BASE OF AND WITHIN THE DRIPLINE OF ALL EXISTING TREES CAREFULLY MAINTAIN PRESENT GRADE AT BASE OF AND WITHIN THE DRIPLINE OF ALL EXISTING TREES TO REMAIN OUTSIDE OF GRADING LIMITS. PREVENT ANY DISTURBANCE OF EXISTING TREES. PROTECT EXISTING TREES TO REMAIN AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, BRUISING OF BARK, SMOTHERING TREES BY STOCKPILING EXCAVATION AND CONSTRUCTION MATERIALS OR PARKING VEHICLES WITHIN THE DRIP LINE. DURING CONSTRUCTION, CONTRACTOR SHALL HAND WATER EXISTING TREES AS NEEDED TO MAINTAIN A HEALTHY CONDITION. B. ANY EXISTING TREE TO REMAIN DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPLACED BY A ANY EXISTING TREE TO REMAIN DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPLACED BY A TREE OF THE SAME SPECIES AND SIZE AT NO COST TO THE OWNER. IF SIZE OF EXISTING TREE IS NOT AVAILABLE CONTRACTOR SHALL REPLACE WITH A 2" CAL TREE (DECIDUOUS) OR 6' HT. TREE (EVERGREEN) AND SHALL PROVIDE A CREDIT TO THE OWNER FOR THE AGREED UPON MONETARY DIFFERENCE IN VALUE. C. IF ANY GRADING IS REQUIRED WITHIN AN EXISTING TREE'S DRIPLINE, CONTRACTOR SHALL LIMIT THE IF ANY GRADING IS REQUIRED WITHIN AN EXISTING TREE'S DRIPLINE, CONTRACTOR SHALL LIMIT THE AMOUNT OF ADDED FILL TO THREE INCHES AND ALL WORK SHALL BE DONE BY HAND. D. ALL TREES TO BE RELOCATED SHALL BE MARKED FOR AND APPROVED BY THE COR PRIOR TO ALL TREES TO BE RELOCATED SHALL BE MARKED FOR AND APPROVED BY THE COR PRIOR TO RELOCATION ACTIVITIES. 5. UTILITIES: UTILITIES: A. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION VERIFICATION, SUPPORT, AND PROTECTION OF ALL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION VERIFICATION, SUPPORT, AND PROTECTION OF ALL ABOVEGROUND AND UNDERGROUND UTILITIES TO REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT INDICATED ON THE CONTRACT DRAWINGS. ALL EXISTING UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL UTILITY INFORMATION AND COORDINATION WITH SERVICE PROVIDERS. B. ALL DEMOLITION AND REMOVAL ACTIVITY ADJACENT TO EXISTING UTILITIES SUCH AS WATER SHUTOFFS, ALL DEMOLITION AND REMOVAL ACTIVITY ADJACENT TO EXISTING UTILITIES SUCH AS WATER SHUTOFFS, ELECTRICAL BOX, STORM/SEWER MANHOLES, WATER MANHOLES, ETC SHALL BE IN SUCH A MANNER SO AS TO PROTECT EXISTING UTILITIES THAT ARE TO REMAIN. C. COORDINATE THE ADJUSTMENT OF UTILITY STRUCTURES WITH THE APPROPRIATE AGENCIES. NO WORK COORDINATE THE ADJUSTMENT OF UTILITY STRUCTURES WITH THE APPROPRIATE AGENCIES. NO WORK SHALL BE DONE WITHOUT WRITTEN CONSENT BY UTILITY OWNER. ALL UTILITY STRUCTURES TO REMAIN INCLUDING, BUT NOT LIMITED TO: CLEAN-OUTS, MANHOLES, CATCH BASINS, STRUCTURES, VALVE BOXES, SHUT OFF VALVES, VAULT COVERS, ELECTRICAL VAULT COVERS, ELECTRICAL PULL BOXES, ETC. SHALL BE ADJUSTED TO FINISH GRADE, UNLESS NOTED OTHERWISE. 6. IRRIGATION: IRRIGATION: A. PRIOR TO DEMOLITION CONTRACTOR SHALL MANUALLY SHUT OFF THE IRRIGATION CONTROL VALVES PRIOR TO DEMOLITION CONTRACTOR SHALL MANUALLY SHUT OFF THE IRRIGATION CONTROL VALVES SERVING THE PROJECT AREA. IRRIGATION HEADS & LATERAL LINES IN THIS AREA SHALL BE REMOVED. AFTER CONSTRUCTION OF THE NEW FACILITY, IRRIGATION SYSTEM SHALL BE INSTALLED AS SHOWN ON I1.01. REFER TO I1.01 FOR MODIFICATIONS AND REMOVALS. 7. PAVEMENT AND CURB REMOVALS SHALL BE TERMINATED WITH A SAW CUT JOINT UNLESS THE REMOVAL LIMIT PAVEMENT AND CURB REMOVALS SHALL BE TERMINATED WITH A SAW CUT JOINT UNLESS THE REMOVAL LIMIT IS WITHIN 3 FEET OF AN EXISTING PAVEMENT JOINT IN WHICH CASE THE PAVEMENT REMOVAL SHALL BE EXPANDED TO THE JOINT.

AutoCAD SHX Text KEYED NOTES: 1 DEMO SAN. SEW. CLEANOUT DEMO SAN. SEW. CLEANOUT (CAP AND ABANDON LINE DOWNSTREAM) 2 DEMO AND REMOVE TREE DEMO AND REMOVE TREE 3 TREE PROTECTION FENCE TREE PROTECTION FENCE 4 REMOVE AND TRANSPLANT TREE TO LOCATION REMOVE AND TRANSPLANT TREE TO LOCATION PREPARED BY THE CEMETERY 5 DEMO IRRIGATION W/IN PROJECT BOUNDARY DEMO IRRIGATION W/IN PROJECT BOUNDARY (SEE GEN. NOTE 6)

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LEGEND: : TREE PROTECTION FENCE SPADE, REMOVE, RELOCATE & TRANSPLANT TREE

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FORT LOGAN NATIONAL CEMETERY

CFC

05/15/2019

888-19-301

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AutoCAD SHX Text GENERAL LAYOUT NOTES 1. CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE LAYOUT AS DIRECTED BY THE COR TO ENSURE PROPER CONNECTION TO CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE LAYOUT AS DIRECTED BY THE COR TO ENSURE PROPER CONNECTION TO EXISTING FACILITIES AND SITE AMENITIES. 2. HATCH PATTERNS ARE FOR REFERENCE ONLY. HATCHES DO NOT REPRESENT DIRECTIONAL LAYOUT OR PATTERN OF MATERIALS. HATCH PATTERNS ARE FOR REFERENCE ONLY. HATCHES DO NOT REPRESENT DIRECTIONAL LAYOUT OR PATTERN OF MATERIALS. 3. CONTRACTOR SHALL SET AUXILIARY BENCHMARKS AS REQUIRED TO LAYOUT AND CONSTRUCT WORK. CONTRACTOR SHALL SET AUXILIARY BENCHMARKS AS REQUIRED TO LAYOUT AND CONSTRUCT WORK. 4. INSTALL EXPANSION JOINTS AT ALL CURB/SIDEWALK, BUILDING/SIDEWALK OR PAVEMENT, WALL/SIDEWALK OR PAVEMENT AND SLAB INSTALL EXPANSION JOINTS AT ALL CURB/SIDEWALK, BUILDING/SIDEWALK OR PAVEMENT, WALL/SIDEWALK OR PAVEMENT AND SLAB ON GRADE/PAVEMENT INTERFACES AND AT ALL FIXED OBJECTS TO REMAIN (EXISTING BUILDING, WALLS, PAVEMENT, ETC.). 5. CONTRACTION JOINTS AND EXPANSION JOINTS TO ALIGN WITH ADJACENT PAVEMENT, CURBS, WALLS, ETC. ALIGN JOINTS CONTRACTION JOINTS AND EXPANSION JOINTS TO ALIGN WITH ADJACENT PAVEMENT, CURBS, WALLS, ETC. ALIGN JOINTS PERPENDICULAR TO PAVEMENT EDGE AND ALIGN WITH CENTER POINTS OF ARCS, AS SHOWN. JOINTS IN CURB AND PAVEMENT TO ALIGN AS SHOWN IN PLAN. 6. ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT, OR BACK OF CURB UNLESS OTHERWISE NOTED. NOTIFY THE COR OF ANY ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT, OR BACK OF CURB UNLESS OTHERWISE NOTED. NOTIFY THE COR OF ANY LAYOUT DISCREPANCIES SHOWN ON THIS PLAN FOR SUPPLEMENTAL DIRECTIONS. 7. IN THE EVENT OF ANY DISCREPANCIES BETWEEN THE CONTRACT DRAWING LAYOUT AND DIMENSIONING AND FIELD CONDITIONS IN THE EVENT OF ANY DISCREPANCIES BETWEEN THE CONTRACT DRAWING LAYOUT AND DIMENSIONING AND FIELD CONDITIONS NOTIFY COR IMMEDIATELY. 8. SITE FURNISHING LOCATIONS SHALL BE FIELD APPROVED BY THE COR PRIOR TO INSTALLATION. LOCATION AND ORIENTATION SITE FURNISHING LOCATIONS SHALL BE FIELD APPROVED BY THE COR PRIOR TO INSTALLATION. LOCATION AND ORIENTATION CHANGES WILL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

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FORT LOGAN NATIONAL CEMETERY

CFC

05/15/2019

888-19-301

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AutoCAD SHX Text GENERAL GRADING NOTES 1. THE CONTRACTOR SHALL UNDERSTAND THE REQUIREMENTS WITH DISABILITIES ACT (ADA) AS IT PERTAINS TO THIS PROJECT WORK. THE CONTRACTOR SHALL UNDERSTAND THE REQUIREMENTS WITH DISABILITIES ACT (ADA) AS IT PERTAINS TO THIS PROJECT WORK. IF FIELD CONDITIONS RESULT IN A SITUATION THAT VIOLATES ADA REQUIREMENTS, NOTIFY THE COR PRIOR TO CONSTRUCTING THE ELEMENT WHERE THE VIOLATION EXISTS. 2. THE CONTRACTOR SHALL NOTIFY THE COR OF ANY GRADING ISSUES OR DISCREPANCIES THAT ARE ENCOUNTERED PRIOR TO THE CONTRACTOR SHALL NOTIFY THE COR OF ANY GRADING ISSUES OR DISCREPANCIES THAT ARE ENCOUNTERED PRIOR TO COMMENCING GRADING ACTIVITIES OR CONSTRUCTING THE ELEMENT WHERE THE DISCREPANCY EXISTS. 3. COORDINATE FINISH GRADE OF ALL SURFACES WITH TRIM ELEVATIONS OR UTILITY STRUCTURES. IF DISCREPANCIES ARE COORDINATE FINISH GRADE OF ALL SURFACES WITH TRIM ELEVATIONS OR UTILITY STRUCTURES. IF DISCREPANCIES ARE DISCOVERED, NOTIFY THE COR PRIOR TO CONSTRUCTION OF THE ELEMENTS WHERE THE DISCREPANCY EXISTS. 4. GRADE ALL SURFACES TO DRAIN. GRADE ALL SURFACES TO DRAIN. 5. SPOT ELEVATIONS ARE TOP OF PAVEMENT OR TOP OF SIDEWALK UNLESS OTHERWISE NOTED.SPOT ELEVATIONS ARE TOP OF PAVEMENT OR TOP OF SIDEWALK UNLESS OTHERWISE NOTED.

ABBREVIATIONS: : TC TOP OF CURB TOP OF CURB G GUTTER ELEVATION GUTTER ELEVATION ME MEET EXISTING MEET EXISTING 356.10 FINISH GRADE SPOT ELEV.FINISH GRADE SPOT ELEV.

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ADMIN BLDG

ADDITION

FORT LOGAN NATIONAL CEMETERY

CFC

05/15/2019

888-19-301

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AutoCAD SHX Text NOTES: : 1. THE MAXIMUM DIMENSION BETWEEN CONTROL THE MAXIMUM DIMENSION BETWEEN CONTROL JOINTS IN THE CONCRETE PAVEMENT, CURBS, WALLS, ETC. TO BE 10'-0". 2. CONTROL JOINTS MAY BE SAWCUT AS SOON CONTROL JOINTS MAY BE SAWCUT AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO PREVENT RAVELING OF THE EDGES.

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AutoCAD SHX Text 6x6 W2xW2 WELDED WIRE FABRIC, CENTERED IN SLAB

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FORT LOGAN NATIONAL CEMETERY

CFC

05/15/2019

888-19-301

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AutoCAD SHX Text KEYED NOTES: : 1 EXCAVATE TO EX SEWER TO DETERMINE IF A CONFLICT EXISTS BEFORE STARTING BUILDING EXCAVATE TO EX SEWER TO DETERMINE IF A CONFLICT EXISTS BEFORE STARTING BUILDING SEWER. 2 TEMPORARILY PLUG EX MH 1 SE. PUMP AND DISPOSE OF SEWAGE. TEMPORARILY PLUG EX MH 1 SE. PUMP AND DISPOSE OF SEWAGE. 3 DEMO EX 4" PVC BLDG CLEANOUT. PUMP AND DISPOSE OF SEWAGE. DEMO EX 4" PVC BLDG CLEANOUT. PUMP AND DISPOSE OF SEWAGE. 4 CONNECT AND EXTEND BUILDING SANITARY SERVICE LINE; INSTALL NEW 4" CLEANOUT OUTSIDE CONNECT AND EXTEND BUILDING SANITARY SERVICE LINE; INSTALL NEW 4" CLEANOUT OUTSIDE OF BUILDING FOOTPRINT. 5 4"-45 DEG. ELBOW AND RUN 4" SERVICE LINE TO NEW POINT OF CONNECTION. 4"-45 DEG. ELBOW AND RUN 4" SERVICE LINE TO NEW POINT OF CONNECTION. 6 DEMO AND PERMANENTLY PLUG EX SERVICE TAP. DEMO AND PERMANENTLY PLUG EX SERVICE TAP. 7 INSTALL NEW SERVICE TAP ON EX 6" PVC SEWER LINE. NEW BUILDING SEWER IS NOW READY INSTALL NEW SERVICE TAP ON EX 6" PVC SEWER LINE. NEW BUILDING SEWER IS NOW READY NEW BUILDING SEWER IS NOW READY FOR USE--CEASE PUMPING AND UNPLUG EX MH 1.

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CFC

05/15/2019

888-19-301

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AutoCAD SHX Text GENERAL LANDSCAPING NOTES: : 1. THE LAYOUT OF ALL INDIVIDUAL PLANTS AND SHRUBS SHALL BE STAKED BY THE CONTRACTOR AND THE LAYOUT OF ALL INDIVIDUAL PLANTS AND SHRUBS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY COR IN ADVANCE OF INSTALLATION. FLAGGING, STAKES, OR PAINT MAY BE USED TO DELINEATE LOCATIONS AS SCALED FROM THE PLANS. THE COR WILL REVIEW THESE LOCATIONS WITH THE CONTRACTOR AND MAKE MINOR ADJUSTMENTS AS NECESSARY. 2. CONTRACTOR MUST REPAIR ANY DISTURBED AREAS TO PRE-DISTURBANCE CONDITION AND TO THE COR'S CONTRACTOR MUST REPAIR ANY DISTURBED AREAS TO PRE-DISTURBANCE CONDITION AND TO THE COR'S SATISFACTION. IN AREAS WHICH TURFGRASS IS DISTURBED, CONTRACTOR MUST REPLACE TURFGRASS WITH NEW TURFGRASS SOD. 3. ALL PREPARED TURFGRASS AREAS SHALL BE 6-INCHES DEEP TOPSOIL AFTER LIGHT COMPACTION PRIOR TO ALL PREPARED TURFGRASS AREAS SHALL BE 6-INCHES DEEP TOPSOIL AFTER LIGHT COMPACTION PRIOR TO INSTALLATION OF SOD. EXISTING TOPSOIL SALVAGED DURING TOPSOIL STRIPPING MAY BE USED IN SOD AREAS ONLY AND SUPPLEMENTED WITH OFF-SITE TOPSOIL. 4. ALL DISTURBED LAWN AREAS OUTSIDE THE LIMITS OF WORK SHALL BE RESTORED TO ORIGINAL CONDITION ALL DISTURBED LAWN AREAS OUTSIDE THE LIMITS OF WORK SHALL BE RESTORED TO ORIGINAL CONDITION (INCLUDING TOPSOIL AND SOD) AT NO ADDITIONAL COST TO THE OWNER. 5. TOPSOIL USED IN PLANTING MIXTURE SHALL BE IMPORTED. PLANTING MIXTURE MINIMUM DEPTH SHALL BE 12 TOPSOIL USED IN PLANTING MIXTURE SHALL BE IMPORTED. PLANTING MIXTURE MINIMUM DEPTH SHALL BE 12 INCHES. ALL FILL WITHIN PLANTING BEDS SHALL BE FULL DEPTH PLANTING MIXTURE. EXCAVATE EXISTING BEDS WHERE FILL REQUIREMENTS ARE LESS THAN 12 INCHES. 6. OUTER LIMITS OF SOD ARE APPROXIMATE AND SHALL APPLY TO ALL AREAS DISTURBED BY CONSTRUCTION OUTER LIMITS OF SOD ARE APPROXIMATE AND SHALL APPLY TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. 7. MINIMIZE CULTIVATION WITHIN THE DRIPLINES OF EXISTING TREES. IN THESE AREAS PREPARE SOIL FOR SOD MINIMIZE CULTIVATION WITHIN THE DRIPLINES OF EXISTING TREES. IN THESE AREAS PREPARE SOIL FOR SOD BY MINIMIZING DISTURBANCE TO 4 INCH DEPTH. HAND CULTIVATE WHEN ENCOUNTERING ROOTS. NO HEAVY EQUIPMENT ALLOWED WITHIN DRIPLINE OF EXISTING TREES. 8. ALL PLANTING BEDS TO BE MULCHED WITH STAKED WEED FABRIC AND EDGING PER SPECIFICATIONS. ALL PLANTING BEDS TO BE MULCHED WITH STAKED WEED FABRIC AND EDGING PER SPECIFICATIONS. 9. THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY DETERMINING THE PLANT MATERIAL QUANTITIES THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY DETERMINING THE PLANT MATERIAL QUANTITIES REQUIRED UNDER THE PLANT LIST. PLANT LIST: 1. 'THIN MAN' GRASS (SORGHASTRUM NUTANS) 'THIN MAN' GRASS (SORGHASTRUM NUTANS) 2. HARDY PAMPASS GRASS (ERIANTHUS RAVENNAE) HARDY PAMPASS GRASS (ERIANTHUS RAVENNAE) 3. -- -- 4. MINI MAN VIBURNUM (DWARF MANCHURIAN VIBURNUM) MINI MAN VIBURNUM (DWARF MANCHURIAN VIBURNUM) TM VIBURNUM (DWARF MANCHURIAN VIBURNUM) 5. 'BLONDE AMBITION' BLUE GRAMA GRASS (BOUTELOUA GRACILIS) 'BLONDE AMBITION' BLUE GRAMA GRASS (BOUTELOUA GRACILIS) 6. LITTLE TRUDY CATMINT (NEPETA 'PSFIKE') LITTLE TRUDY CATMINT (NEPETA 'PSFIKE') CATMINT (NEPETA 'PSFIKE') 7. TURKISH SPEEDWELL (VERONICA LIWANENSIS) TURKISH SPEEDWELL (VERONICA LIWANENSIS) 8. TENNESSEE PURPLE CONEFLOWER (ECHINACEA TENNESSEENSIS) TENNESSEE PURPLE CONEFLOWER (ECHINACEA TENNESSEENSIS) ECHINACEA TENNESSEENSIS) 9. 'PURPLE PRAIRIE' VERBENA (GLANDULARIA BIPINNATIFI DA) 'PURPLE PRAIRIE' VERBENA (GLANDULARIA BIPINNATIFI DA) DA) 10. -- -- 11. -- -- 12. -- -- 13. VERMILION BLUFFS MEXICAN SAGE (SALVIA DARCYI 'PSCARL') VERMILION BLUFFS MEXICAN SAGE (SALVIA DARCYI 'PSCARL') MEXICAN SAGE (SALVIA DARCYI 'PSCARL') SALVIA DARCYI 'PSCARL') 14. 'WEE ONE' DWARF ENGLISH LAVENDER (LAVANDULA ANGUSTIFOLIA) 'WEE ONE' DWARF ENGLISH LAVENDER (LAVANDULA ANGUSTIFOLIA) LAVANDULA ANGUSTIFOLIA) ) 15. SNOWMASS PHLOX (PHLOX BIFIDA) SNOWMASS PHLOX (PHLOX BIFIDA) PHLOX (PHLOX BIFIDA) 16. BLACK-EYED SUSANS (RUDBECKIA)BLACK-EYED SUSANS (RUDBECKIA)

AutoCAD SHX Text LEGEND: : SOD MULCH, ROCK (MATCH EXISTING) MULCH, GROUND WOOD CHIPS, DARK BROWN METAL LANDSCAPE EDGING SHRUBS, ORNAMENTAL GRASSES LANDSCAPING BOULDER

EXISTING EDGING

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DETAILS

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D=DIMENSION OF PLANT SPACING (SHRUB, GROUNDCOVER OR PERENNIAL) IN BED PLANTINGS

AutoCAD SHX Text GROUNDCOVER/ PERENNIAL MULCH FINISH GRADE 4" TOPSOIL 316"x4" BLACK STEEL EDGING SUBGRADE 18" STAKES

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SET ROOT COLLAR AT SLOPE LINE

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AutoCAD SHX Text NOTES: 1. PRUNE AS SPECIFIED. PRUNE AS SPECIFIED. 2. REMOVE BURLAP FROM TOP 1/3 OF BALL, REMOVE BURLAP FROM TOP 1/3 OF BALL, OR, WITH CONTAINER PLANTS, REMOVE POTS AND SPLIT BALLS AS SPECIFIED. COMPLETELY REMOVE ALL WIRE CAGING FROM ROOT BALL.

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BALLED AND BURLAPPED SHRUBS

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SUBGRADE

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3" OF MULCH

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LOCATE POSITION OF ROOT FLAIR AND SET CROWN 1" HIGHER THAN FINISH GRADE

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METAL EDGING

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SHRUB & ORNAMENTAL GRASS PLANTING

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BUILDING FACE

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STAKES

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STONE MULCH TO MATCH EXISTING

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GEOTEXTILE FABRIC

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SEE GRADING PLAN FOR ELEVATION

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SLOPE TO DRAIN

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GRAVEL MULCH W/METAL EDGE

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Drawing Title Project Title Date

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IRRIGATION

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FORT LOGAN NATIONAL CEMETERY

CFC

05/15/2019

888-19-301

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AutoCAD SHX Text IRRIGATION SYSTEM DESIGN APPROACH 1. THE EXISTING IRRIGATION SYSTEM WILL BE MODIFIED TO IRRIGATE THE NEW LANDSCAPING AROUND THE THE EXISTING IRRIGATION SYSTEM WILL BE MODIFIED TO IRRIGATE THE NEW LANDSCAPING AROUND THE ADMINISTRATION BUILDING ADDITION. CONNECTIONS WILL BE MADE TO THE EXISTING IRRIGATION MAINLINE PIPE. NEW MAINLINE PIPE, LATERAL PIPE, REMOTE CONTROL VALVES, CONTROL WIRE, POP-UP ROTOR HEADS, AND BUBBLERS WILL BE INSTALLED TO IRRIGATE THE NEW AREAS. 2. THE POINT OF CONNECTION IS THE EXISTING MAINLINE PIPE. THE POINT OF CONNECTION IS THE EXISTING MAINLINE PIPE. 3. THE EXISTING IRRIGATION CONTROLLER WILL BE USED AND THE EXISTING SPARE CONTROL WIRE (IN THE THE EXISTING IRRIGATION CONTROLLER WILL BE USED AND THE EXISTING SPARE CONTROL WIRE (IN THE EXISTING REMOTE CONTROL VALVE) WILL BE USED. 4. ALL NEW IRRIGATION EQUIPMENT MUST MATCH EXISTING EQUIPMENT. ALL NEW IRRIGATION EQUIPMENT MUST MATCH EXISTING EQUIPMENT. 5. DEMOLITION WILL CONSIST OF REMOVING SPRINKLERS, ROTOR HEADS, AND LATERAL LINES IN THE DEMOLITION WILL CONSIST OF REMOVING SPRINKLERS, ROTOR HEADS, AND LATERAL LINES IN THE DEMOLITION AREA. GENERAL DEMOLITION NOTES: : 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF ___ PSI THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF ___ PSI AT A MINIMUM DISCHARGE OF 100 GPM AT THE POINT OF CONNECTION. CONTRACTOR TO VERIFY EXISTING PUMP OPERATION PRESSURE AND FLOW AT POINT OF CONNECTION; REPORT ANY DISCREPANCIES TO THE COR. 2. THE DRAWINGS ARE DIAGRAMMATIC; THEREFORE, THE FOLLOWING SHOULD BE NOTED. THE DRAWINGS ARE DIAGRAMMATIC; THEREFORE, THE FOLLOWING SHOULD BE NOTED. A. AS-BUILT CONDITIONS HAVE NOT BEEN FIELD VERIFIED AND THE ENGINEER IS NOT RESPONSIBLE FOR AS-BUILT CONDITIONS HAVE NOT BEEN FIELD VERIFIED AND THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY. CONTRACTOR IS RESPONSIBLE TO VERIFY ACTUAL FIELD CONDITIONS. B. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. C. AVOID CONFLICTS BETWEEN IRRIGATION SYSTEM, PLANTING MATERIALS, ARCHITECTURAL FEATURES, AND AVOID CONFLICTS BETWEEN IRRIGATION SYSTEM, PLANTING MATERIALS, ARCHITECTURAL FEATURES, AND HARDSCAPE FEATURES. D. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHEREVER POSSIBLE. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHEREVER POSSIBLE. 3. SELECT NOZZL.ES FOR ROTARY SPRINKLERS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE IF SITE SELECT NOZZL.ES FOR ROTARY SPRINKLERS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE IF SITE CONDITIONS ARE NOT SHOWN. CARFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST COVERAGE AND MINIMIZE OVERSPRAY. 4. WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: IF A SECTION OF UNSIZED PIPE IS WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 5. CONTRACTOR MUST SUPPLY A SYSTEM THAT PROVIDES FULL COVERAGE TO EACH SECTION. IF ADDITIONAL CONTRACTOR MUST SUPPLY A SYSTEM THAT PROVIDES FULL COVERAGE TO EACH SECTION. IF ADDITIONAL SPRINKLERS ARE NEEDED, THEY ARE TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 6. CONTRACTOR IS RESPONSIBLE FOR FINAL VALVE BOX AND SPRINKLER ELEVATION IN RELATION TO THE FINAL CONTRACTOR IS RESPONSIBLE FOR FINAL VALVE BOX AND SPRINKLER ELEVATION IN RELATION TO THE FINAL SURROUNDING GRADE.

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AutoCAD SHX Text KEYED NOTES: : 1 LOCATE THE EXISTING 1.5-INCH LATERAL PIPE AT THE APPROXIMATE LOCATION. LOCATE THE EXISTING 1.5-INCH LATERAL PIPE AT THE APPROXIMATE LOCATION. 2 EXCAVATE, EXPOSE, AND REMOVE EXISTING LATERAL PIPE. EXCAVATE, EXPOSE, AND REMOVE EXISTING LATERAL PIPE. 3 EXCAVATE AND EXPOSE EXISTING ROTOR ASSEMBLIES WITHIN BOUNDARY INDICATED. REMOVE ROTOR EXCAVATE AND EXPOSE EXISTING ROTOR ASSEMBLIES WITHIN BOUNDARY INDICATED. REMOVE ROTOR ASSEMBLY AND TURN OVER TO COR. 4 REMOVE AND RETAIN HEADS IN CONTRACTOR'S STAGING AREA AND GRADING AREA; TEMPORARILY CAP LINE REMOVE AND RETAIN HEADS IN CONTRACTOR'S STAGING AREA AND GRADING AREA; TEMPORARILY CAP LINE UNTIL GRADING IS COMPLETE AND HEADS REINSTALLED. 5 VERIFY OPERATION OF REMOTE CONTROL VALVES AND SPRINKLERS IN THIS AREA PRIOR TO DEMOLITION OR VERIFY OPERATION OF REMOTE CONTROL VALVES AND SPRINKLERS IN THIS AREA PRIOR TO DEMOLITION OR CONSTRUCTION. VERIFY WHICH IRRIGATION CONTROLLER STATION OPERATES THE REMOTE CONTROL VALVES AND PROTECT WIRING FOR FUTURE USE. REPAIR ANY EXISTING IRRIGATION SYSTEM COMPONENT DAMAGED BY THE NEW CONSTRUCTION.

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