HomeMy WebLinkAboutFile Documents.533 E Main St.0100.2018.ACBK
610 East Hyman Avenue ▪ Aspen, Colorado 81611 ▪ 970.925.5590 ▪ Fax 970.920.4557 ▪ www.cunniffe.com
27 November 2018
ST. MARY CATHOLIC CHURCH
CHANGE ORDER PERMIT RESPONSES - BUILDING
1. See attached plan and elevation of proposed condenser screening with
associated details
2. Sheet L-103 removed from set; see attached updated and stamped landscape
set
3. See attached PDF diagram of snowmelt extents and updated site mechanical
plan.
4. See attached updated snowmelt sheets
5. See attached REMP worksheet
03/16/2019
0100-2018-ACBK_BuildingComments_1
Page: [4] 2018-06-19 St Mary CD Sheet Set-MATERIALS
PLAN
File Name: 2018-09-10 St Mary CD Sheet Set CO mark up
(1).pdf
Subject: PlanCheck
Author: nickt
Color:
Provide architecturals
2018-09-10 St Mary CD Sheet Set CO mark up (1).pdf (2)
Page: [6] 2018-06-19 St Mary CD Sheet Set-LS &
MITIGATION PLAN SUBMITTAL
File Name: 2018-09-10 St Mary CD Sheet Set CO mark up
(1).pdf
Subject: PlanCheck
Author: nickt
Color:
Revise to match new path
design
Page: M2.0_SITE MECHANICAL PLAN_rev7
File Name: M2.0_SITE MECHANICAL PLAN_rev7.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise to match new proposed
design.
M2.0_SITE MECHANICAL PLAN_rev7.pdf (1)
Page: 1
File Name: REMP.pdf
Subject: PlanCheck
Author: nickt
Color:
Provide an updated snowmelt
site plan showing existing and
proposed with areas matching
the REMP worksheet.
Coordinate snowmelt plans with
landscape and mechanical plans
to show the same layout.
REMP.pdf (2)
Page: 1
File Name: REMP.pdf
Subject: PlanCheck
Author: nickt
Color:
Revise to show ALL snowmelt
existing, to be demoed, and new
for the entire site (not just what's
being done on this permit)HUNTER
PEDESTRIAN CONCRETE PAVING
WITH BRICK JOINTING WITH
SNOWMELT
EXISTING SNOWMELT TO BE REALLOCATED 1:1
8
L500
EXISTING MECHANICAL LOCATION; RE: MEP
SCREEN RE: ARCH
Provide architecturals
4
11
MAIN STREET
ALLEY HUNTER STREETGALENA STREET0'5'10'20'SCALE: 1" = 10'-0"NORTH
EXISTING
RECTORY
EXISTINGGARAGE/GUEST HOUSE
EXISTINGST. MARY CHURCH
EXISTINGEVENT LAWNEXISTINGAUTOCOURT
PLANT SCHEDULE
EXISTING HEDGE ROW TO BE REMOVEDEXISTING LAWN TO BE MODIFIED, RE: CIVIL LAWNEXTENTS OF 40'X60' EVENT TENT
EXTENTS OF 40'X60' EVENT TENT
PLANTINGPLAN
L-103
DATE:
DRAWN BY:CHECKED BY:
ISSUE:
HISTORY:
BK
SHEET TITLE:
ST MARYCATHOLIC CHURCH
FOR PLANNINGPURPOSES ONLY
05-24-2018
ADDRESS:533 E MAIN STREETASPEN, CO 81611
PARCEL #08097C0204 C
BK
DATE ISSUE
STAMP PER DISCIPLINE
PITKIN COUNTY STAMPS
04-04-2017 PERMIT SUBMITTAL05-18-2017REVISED PERMIT SUBMITTAL07-10-2017REVISED PERMIT SUBMITTAL06-26-201807-31-2018 REVISED LANDSCAPE PLANREVISED LANDSCAPE PLAN
EXISTING TREE TO REMAIN, TYP.
956 SF LAWN TO MATCH EXISTING (OWNER OPTION)
EXISTING SHRUB TO REMAIN, TYP.SERVICE YARD
EXISTING ACCESS AND SIDEWALKSTO BE MODIFIED, RE: CIVIL
Revise to match newpath design
(E) 3" W EXIT PROVIDE PRICINGFOR DEMO OF 3" W MAIN FROMBLDG TO UTILITY MAIN.
SM ZONE 1
(E) PAVEMENT AND TUBINGTO BE REUSED IF POSSIBLE.RE: ARCH FFI.
AT DISCONNECT POINT, SAW-CUT PAVING, CUT ANDSPLICE (E) TUBING TO CREATE SHORTER LOOPS.(E) SM AREA SOUTH OF DISCONNECTION POINT TOBE DRAINED AND ABANDONED IN PLACE.
(E) SZ-1 MANIFOLD BASEMENT, TO BEREPLACED WITH (N) MANIFOLD PIPING ANDVALVES, RE-CONNECTED TO (E) LOOPS.
EXTENTS OF (E) SNOWMELT,ABONDONED IN PLACE.
CU-1A CU-1 & CU-2 LOCATED ONCONCRETE PADS, WITH ALLMFTR REQ'D CLEARANCES.RS/L LINES ROUTED BELOWGRADE PER MFRTINSTALLATION REQ'MTS, INTOBASEMENT CRAWLSPACE. RE:P2.4 FCT.
4
CU-1B
CU-2A
CU-2B
11
9/8/2
0
1
7
7
:
4
8
:
1
9
A
M
SCALE: 1/8" = 1'-0"SITE MECHANICAL PLAN
Revise to match newproposed design.
Provide an updatedsnowmelt site planshowing existing andproposed with areas
matching the REMP
worksheet. Coordinate
snowmelt plans with
landscape and
mechanical plans toshow the same layout.
Revise to show ALL
snowmelt existing, to
be demoed, and new
for the entire site (not
just what's being done
on this permit)
1
2
3
4
5
03/16/2019
EXISTING PADPOSTS AND SCREENFROM GREENSCREENHEIGHT OFCONDENSERSST. MARY CONDENSER SCREENINGPLANELEVATION(4) EXISTINGCONDENSERSMAINTENANCEGAP03/16/2019
Freestanding, Horizontal FENCE / SCREENFALL 20151743 S. La Cienega Blvd. Los Angeles CA 90035 T - 800.450.3494 www.greenscreen.com
CLCL
FREESTANDING HORIZONTAL — FENCE / SCREEN
PLAN
ELEVATION
CLCL
3” THICK greenscreen®
PANEL, TYP.
3” ROUND OR SQUARE
STEEL POST W/POST CAP,
TYP.
#5104 CHANNEL TRIM OR
#5105 STEEL EDGE TRIM,
RECOMMENDED AT TOP
EDGE OF PANEL, TYP.
#5133X SNAP CLIPS W/
STAINLESS STEEL SCREW,
TYP.
PANEL TRIM OPTIONAL
WITH #5133X
OPTIONAL: 5141 “C” CLIP
W/ #5105 EDGE TRIM
REQUIRED @ VERTICAL EDGES
USE #5142 + #5136.25
SPACER
FLEX “C” RINGS @ PANEL
TO PANEL SEAM @ 12” O.C.
OPTIONAL
3” THICK greenscreen®
PANEL, TYP.
#5105 STEEL EDGE TRIM
RECOMMENDED @
BOTTOM EDGE OF PANEL
FINISH GRADE
POST TO POST CENTERS = PANEL LENGTH + 4”, TYP.
HORIZONTAL PANEL MAXIMUM 96” IN 2’ INCREMENTS
POST TO POST CLEAR = PANEL LENGTH + 1”, TYP.VERIFY HEIGHT - PANELS SIZED IN 2” INCREMENTS48” MAXIMUM48” MAXIMUMPANEL HEIGHTPANEL HEIGHTVERIFY+ 6”-VERIFYPOST IMBED LENGTH &
FOOTING SIZE SHOULD BE
VERIFIED BASED ON OVER-
ALL HEIGHT, WINDLOADS &
SOIL CONDITIONS.
NOTE: VERIFY PANEL SPAN
AND CLIP SPACING FOR ALL
ROOFTOP INSTALLATIONS
AND ALL INSTALLATIONS
20’ ABOVE GRADE.
NOTE: SPECIFIC
ENGINEERING MAY BE
REQUIRED BASED ON SITE
SPECIFIC SOIL CONDITIONS,
LOCAL WIND LOADS, AND
VERTICAL HEIGHT OF
FENCE/SCREEN.
greenscreen®03/16/2019
greenscreen®1743 S. La Cienega Blvd. Los Angeles CA 90035 T - 800.450.3494 www.greenscreen.com5133X Snap Clip, Post Mounted MOUNTING CLIPFALL 2015*Only requires access to one face of panel
*Consult Mounting Options/ Freestanding Horizontal for maximum spans.
NOTE: Mounting hole in clip is sized for 1/4” diameter fastener.
#5133X SNAP CLIP - POST MOUNTED
3” ROUND OR SQUARE STEEL POST
3” ROUND OR SQUARE STEEL POST
#5133X SNAP CLIP -
HOOK CLIP ON PANEL WIRE +
ROTATE UNTIL IT “SNAPS” INTO POSITION
3” THICK greenscreen®
PANEL, TYP.
+1/2”-1-3/4”5”
STAINLESS STEEL SELF-TAPPING
TEK SCREWS (2) PER CLIP
CLIP SIZED FOR 1/4” DIA. FASTENER,
TYP.
#5133X SNAP CLIP
#5137 ROUND / #5139 SQUARE POST
CAP/ WELDED FLAT CAP
STAINLESS STEEL SELF-TAPPING
TEK SCREWS (2)
CLIP SIZED FOR 1/4” DIA. FASTENER,
TYP.
ADDITIONAL PANEL WHERE OCCURS,
TYP.
ELEVATION
PLAN / SECTION
#5104 CHANNEL TRIM
OR #5105 EDGE TRIM
OPTIONAL @ TOP EDGE
AND SIDES OF PANEL
5104 OR 5105 EDGE TRIM OPTIONAL
5104 OR 5105 EDGE TRIM
OPTIONAL
CL
03/16/2019
MAIN STREETALLEYHUNTER STREET
GALENA STREETEXISTINGRECTORY
EXISTINGGARAGE/GUEST HOUSEEXISTINGST. MARY CHURCH0'5'10'20'SCALE: 1" = 10'-0"NORTHEXISTINGEVENT LAWNEXISTINGAUTOCOURTST FRANCISGARDENSITE PLANL-100DATE:DRAWN BY:CHECKED BY:ISSUE:HISTORY:BKSHEET TITLE:ST MARYCATHOLIC CHURCHFOR PLANNINGPURPOSES ONLY05-24-2018ADDRESS:533 E MAIN STREETASPEN, CO 81611PARCEL #08097C0204 CBKDATEISSUESTAMP PER DISCIPLINEPITKIN COUNTY STAMPS04-04-2017PERMIT SUBMITTAL05-18-2017REVISED PERMIT SUBMITTAL07-10-2017REVISED PERMIT SUBMITTAL06-26-201807-31-201811-05-2018REVISED LANDSCAPE PLANREVISED LANDSCAPE PLANREVISED LANDSCAPE PLANFOR HPC MONITOR11-20-2017FINAL PERMIT SET03/16/2019
TREE PROTECTION FENCE, TYP.MAIN STREETALLEYGALENA STREET
0'5'10'20'SCALE: 1" = 10'-0"NORTHTREE MITIGATION SCHEDULETREES TO REMAIN, PER FIELD CALLTYPEQUAKING ASPENTOTAL CALIPER INCHES TO BE REMOVED: 0"PROPOSED TREES QTY. TYPESIZE (DBH)0QUAKING ASPEN0" CAL.TOTAL PROPOSED CALIPER INCHES: 0"EXISTINGRECTORYEXISTING GARAGE/GUEST HOUSEEXISTINGST. MARY CHURCHEXISTINGEVENT LAWNEXISTINGAUTOCOURT1L2-00TREE TO REMAIN, TYP.EXISTING TREE TO BE PROTECTEDMETAL T-POSTS SPACED @ 8' O.C. MAX. TYP.INSTALL FIRMLY INTO GROUND MIN. 18" DEPTHPLASTIC SAFETY FENCING W/ STEEL T-POSTSW/ CAPS OR APPROVED SUBSTITUTE.EXISTING TREE TO BE PROTECTEDPLASTIC SAFETY FENCING W/ STEELT-POSTS W/ CAPS OR APPROVEDSUBSTITUTEFINISH GRADE1L-100TREE PROTECTION FENCINGSCALE:N.T.SNEW PROPOSED 5' SIDEWALK ANDRECTORY ACCESS, RE: CIVILNEW PROPOSED 6' SIDEWALK, RE: CIVILEXISTING SIDEWALK TO REMAINEXISTING ENCLOSURE TO REMAINTREEMITIGATIONPLANL-200DATE:DRAWN BY:CHECKED BY:ISSUE:HISTORY:BKSHEET TITLE:ST MARYCATHOLIC CHURCHFOR PLANNINGPURPOSES ONLY05-24-2018ADDRESS:533 E MAIN STREETASPEN, CO 81611PARCEL #08097C0204 CBKDATEISSUESTAMP PER DISCIPLINEPITKIN COUNTY STAMPS04-04-2017PERMIT SUBMITTAL05-18-2017REVISED PERMIT SUBMITTAL07-10-2017REVISED PERMIT SUBMITTAL06-26-201807-31-201811-05-2018REVISED LANDSCAPE PLANREVISED LANDSCAPE PLANREVISED LANDSCAPE PLANFOR HPC MONITOR11-20-2017FINAL PERMIT SETHUNTER STREETTREE TO REMAIN, TYP.EXISTING SIDEWALK TO BE REMOVED, RE: CIVILTREE TO BE REMOVED DUE TOCDOT ACCESS REQUIREMENT -EXEMPT FROM MITIGATIONEXISTING LAWN TO BE MODIFIEDRE: CIVIL FOR ADDITIONAL INFORMATIONPLANT SCHEDULE SCHEDULEQTY.ABBR.NOTE956 SFLAWNTO MATCH EXISTING03/16/2019
MAIN STREETALLEYHUNTER STREET
GALENA STREET
0'5'10'20'SCALE: 1" = 10'-0"NORTHEXISTING SNOWMELT SIDEWALK TO REMAIN; RE: ARCHPEDESTRIAN CONCRETE PAVINGWITH ACCENT JOINT, WITHSNOWMELTEXISTING STATUE OF ST. FRANCIS(RELOCATED WITHIN PERENNIAL BED)STONE BORDER WITH STEEL EDGEREXISTING SNOWMELT TO BE REALLOCATED 1:1PROPOSED NEW 6' WIDTHSIDEWALK; RE: CIVILEXISTINGRECTORYEXISTINGGARAGE/GUEST HOUSEEXISTINGST. MARY CHURCHEXISTINGEVENT LAWNEXISTINGAUTOCOURTSERVICE YARD WITH CHILLERBENCHEXISTING SIDEWALK; RE: CIVIL86PEDESTRIAN CONCRETE PAVING - SNOWMELT; RE: CIVILPERVIOUS PAVING; RE: CIVILEXTENTS OF 40'X60' EVENT TENTEXTENTS OF 40'X60' EVENT TENTMATERIALSPLANL-300DATE:DRAWN BY:CHECKED BY:ISSUE:HISTORY:BKSHEET TITLE:ST MARYCATHOLIC CHURCHFOR PLANNINGPURPOSES ONLY05-24-2018ADDRESS:533 E MAIN STREETASPEN, CO 81611PARCEL #08097C0204 CBKDATEISSUESTAMP PER DISCIPLINEPITKIN COUNTY STAMPS04-04-2017PERMIT SUBMITTAL05-18-2017REVISED PERMIT SUBMITTAL07-10-2017REVISED PERMIT SUBMITTAL06-26-201807-31-201811-05-2018REVISED LANDSCAPE PLANREVISED LANDSCAPE PLANREVISED LANDSCAPE PLANFOR HPC MONITOR11-20-2017FINAL PERMIT SETL500L500REORIENT STONE WALK TOADDRESS PROPOSED SIDEWALKEXISTING MECHANICAL LOCATION; RE: MEPPEDESTRIAN CONCRETE PAVING7L500PEDESTRIAN CONCRETE PAVINGWITH SNOWMELT9L500SCREEN; RE: ARCH03/16/2019
MAIN STREETALLEYHUNTER STREET
GALENA STREET
0'5'10'20'SCALE: 1" = 10'-0"NORTHEXISTINGRECTORYEXISTINGGARAGE/GUEST HOUSEEXISTINGST. MARY CHURCHFORMALEVENT LAWN(2,560 SF SOD)EXISTINGAUTOCOURTPLANT SCHEDULE5 PHYM10 VINMEXISTING HEDGE TOREMAIN, TYP.23 RUDB2 EVEGTO MATCHEXST.SOD(50 SF)SOD(250 SF)9 RUDB11 BRUM3 PENS15 ECHP7 PENS3 CORS30 HEMS5 ECHP5 BRUM9 AJUR7 BRUM29 ECHPCLJUNS7 CORS2 PRUV20 VINM3 BRUM3 AJUR3 HEMSEXISTING HEDGE TOREMAIN, TYP.30 BRUJ3 DICS10 IRIS-25 IRIS-210 VINM3 THYSSOD
(1,300 SF)15 AJUR12 HEMSEXTENTS OF 40'X60' EVENT TENTEXTENTS OF 40'X60' EVENT TENTPLANTINGPLANL-400DATE:DRAWN BY:CHECKED BY:ISSUE:HISTORY:BKSHEET TITLE:ST MARYCATHOLIC CHURCHFOR PLANNINGPURPOSES ONLY05-24-2018ADDRESS:533 E MAIN STREETASPEN, CO 81611PARCEL #08097C0204 CBKDATEISSUESTAMP PER DISCIPLINEPITKIN COUNTY STAMPS04-04-2017PERMIT SUBMITTAL05-18-2017REVISED PERMIT SUBMITTAL07-10-2017REVISED PERMIT SUBMITTAL06-26-201807-31-201811-05-2018REVISED LANDSCAPE PLANREVISED LANDSCAPE PLANREVISED LANDSCAPE PLANFOR HPC MONITOR11-20-2017FINAL PERMIT SET20 ANNL25 ANNLSOD(320 SF)18 CARP18 NARCSOD(260 SF)SOD (440 SF)5 THYS5 POTF10 IRIS-25 NEPCEXISTING PERENNIALSTO REMAINSOD (175 SF)10 IRIS-1SOD (320 SF)SODTO REMAINSOD(50 SF)15 ANNL18 CARP18 NARC17 ECHP7 HEMS3 AJUR3 BRUM30 BERCRELOCATED SAINTFRANCIS STATUE TOWITHIN PERENNIAL BED7 THYS7 THYS5 THYS7 THYS3 THYS3 THYSSODTO REMAINSODTO REMAIN30 VINM15 IRIS-210 IRIS-2REPLACEMENT OFEXISTINGSNOWMELT - 917.5 SF5 SYRV03/16/2019
EXISTING TREE TO BE PROTECTEDMETAL T-POSTS SPACED @ 8' O.C. MAX. TYP.INSTALL FIRMLY INTO GROUND MIN. 18" DEPTHPLASTIC SAFETY FENCING W/ STEEL T-POSTSW/ CAPS OR APPROVED SUBSTITUTE.EXISTING TREE TO BE PROTECTEDPLASTIC SAFETY FENCING W/ STEELT-POSTS W/ CAPS OR APPROVEDSUBSTITUTEFINISH GRADENOTES:1.SEE GENERAL NOTES FOR ADDITIONAL PLANTINGREQUIREMENTS.2.PLUMB AND ORIENT PLANTS FOR BEST APPEARANCE.3.AFTER PLANT IS SET IN PLANTING HOLE, CUT AWAY ANDREMOVE ALL WIRE AND OTHER RESTRAINING MATERIAL.FOLD BURLAP BACK 23, SCORE ROOTBALL, AND PIT WALLS.REMOVE PLASTIC ENTIRELY.4.SCARIFY PIT WALLS.3 GUY WIRES -ALL TREES2'DO NOT DAMAGE OR PRUNE LEADER2X BALL DIA.WIRE AND NYLON STRAPS W/METAL GROMMETS, TYP.12" DIA WHITE PVC SLEEVE, TYP.SET TREE PLUMB AND SECURE WITH WOOD OR METALPOSTS 2' MIN. BELOW FINISH GRADE INTO FIRM SOIL. WIRESHOULD ALLOW 3-4" AREA OF TRUNK MOVEMENTTREE WRAP TO SECOND SCAFFOLD BRANCH AND FASTENAT TO AND BOTTOM. OVERLAP 50%, LAP ENDS DOWNTOP OF ROOTBALL 1" ABOVE FINISH GRADEFINISH GRADE3" DEPTH MULCHSOIL SAUCER - 3" HIGH TO HOLD MULCHPLANT PIT BACKFILLUNDISTURBED SUBGRADE1'3 GUY WIRES -ALL TREESWIRE AND NYLON STRAPS W/ METAL GROMMETS TYP.3 GUY WIRES 120 DEGREES O.C., SLIGHTLY TAUTWITH 3/4" DIA. PVC SLEEVING, 4'-0" MIN. TYP.SET TREE PLUMB AND SECURE WITH WOOD OR METALPOSTS 2' MIN. BELOW FINISH GRADE INTO FIRM SOIL.WIRE SHOULD ALLOW 3-4" AREA OF TRUNK MOVEMENTTOP OF ROOTBALL 1" ABOVE FINISH GRADEFINISH GRADE3" DEPTH MULCHSOIL SAUCER - 3" HIGH TO HOLD MULCHPLANT PIT BACKFILLUNDISTURBED SUBGRADENOTES1.SEE GENERAL NOTES FOR ADDITIONAL PLANTINGREQUIREMENTS.2.PLUMB AND ORIENT PLANTS FOR BEST APPEARANCE.3.AFTER PLANT IS SET IN PLANTING HOLE, CUT AWAY &REMOVE ALL WIRE AND OTHER RESTRAININGMATERIAL. FOLD BURLAP BACK 2/3 SCORE ROOTBALL& PIT WALLS. REMOVE PLASTIC ENTIRELY.4.SCARIFY PIT WALLS.GUY WIRES SHOULD BE A MIN. OF
1
3 UP INTO TREE CROWN, TYP.2X BALL DIA.NOTES:1.SEE GENERAL NOTES FOR ADDITIONALPLANTING REQUIREMENTS.2.PLUMB AND ORIENT PLANTS FOR BESTAPPEARANCE.3.REMOVE CONTAINER AND OTHERRESTRAINING MATERIAL.4.SCORE ROOTBALL AND PIT WALLS TOENCOURAGE NEW GROWTH.1'3"PERENNIAL, TYP.LOCATE TOP OF STEM ATFINISH GRADE, TYP.FINISH GRADE3" DEPTH MULCHPLANT PIT BACKFILL1L500TREE PROTECTION FENCINGSCALE:N.T.SSEEPLAN6"6"MIN.FINISH GRADE4" PEDESTRIAN CONCRETEBASE, REBAR PER CIVIL6" COMPACTED AGGREGATE BASE95% COMPACTED SUBGRADENOTE:1.FINAL SIZING & COLOR SELECTIONS TO BEAPPROVED BY LANDSCAPE ARCHITECT OROWNER'S REP.2DECIDUOUS TREE PLANTINGSCALE:1/2" = 1'-0"3EVERGREEN TREE PLANTINGSCALE:1/2" = 1'-0"NOTES:1.SEE GENERAL NOTES FOR ADDITIONALPLANTING REQUIREMENTS.2.PLUMB AND ORIENT PLANTS FOR BESTAPPEARANCE.3.REMOVE CONTAINER AND OTHERRESTRAINING MATERIAL.4.SCORE ROOTBALL AND PIT WALLS TOPROMOTE NEW GROWTH.TOP OF ROOTBALL 1" ABOVE FINISH GRADEFINISH GRADE3" DEPTH MULCHSOIL SAUCER - 3" HIGH TO HOLD MULCHPLANT PIT BACKFILLUNDISTURBED SUBGRADE2X BALL DIA.4SHRUB PLANTINGSCALE:1" = 1'-0"5PERENNIAL PLANTINGSCALE:1" = 1'-0"6CONCRETE PAVINGSCALE:1" = 1'-0"7STONE DRIPLINE WITH STEEL EDGERSCALE:1" = 1'-0"2-6" DIA. RIVER ROCK6"
MIN.GEOTEXTILE FABRIC4"FINISH GRADE95% COMPACTED SUBGRADEHEAVY DUTY STEEL EDGINGSIZE:1/4" x 4"18" STAKES 30" O.C.MANF:BLACKNOTES:1.FINAL COLOR SELECTIONS TO BE APPROVEDBY LANDSCAPE ARCHITECT OR OWNER'S REP.2.HEAVY DUTY STEEL EDGING TO BE INSTALLEDPER MANUFACTURER'S SPECIFICATIONS.SEE PLAN FOR WIDTHHEAVY DUTY STEEL EDGING2-6" DIA. RIVER ROCKPLANTING BEDSECTION A-A'PLANAA'CONCEPTUAL RIVER ROCK IMAGE(FINAL MIX SHALL CONTAIN 85%SHADES OF GRAYS & 15% REDS)CONCRETE PAVING WITH ACCENT JOINT8SCALE:1" = 1'-0"DETAILSL-500DATE:DRAWN BY:CHECKED BY:ISSUE:HISTORY:BKSHEET TITLE:ST MARYCATHOLIC CHURCHFOR PLANNINGPURPOSES ONLY05-24-2018ADDRESS:533 E MAIN STREETASPEN, CO 81611PARCEL #08097C0204 CBKDATEISSUESTAMP PER DISCIPLINEPITKIN COUNTY STAMPS04-04-2017PERMIT SUBMITTAL05-18-2017REVISED PERMIT SUBMITTAL07-10-2017REVISED PERMIT SUBMITTAL06-26-201807-31-201811-05-2018REVISED LANDSCAPE PLANREVISED LANDSCAPE PLANREVISED LANDSCAPE PLANFOR HPC MONITOR11-20-2017FINAL PERMIT SETL500L500L500L500L500L500L500SEE
PLAN6"
6"
MIN.4" PEDESTRIAN CONCRETEBASE, REBAR PER CIVIL6" COMPACTED AGGREGATE BASE95% COMPACTED SUBGRADENOTE:1.CONCRETE PAVER TO MATCH EXISTING ATRECTORY DRIVEWAY2.FINAL SIZING & COLOR SELECTIONS TO BEAPPROVED BY LANDSCAPE ARCHITECT OROWNER'S REP.CONCRETE PAVER ACCENT BORDERCONCRETE PAVER JOINTSAWCUT AND FINISHED WITHEXTERIOR EPOXY GROUTSEE PLAN FOR WIDTH9SCALE:1" = 1'-0"CONCRETE PAVING WITH SNOWMELTL5004"6"FINISH GRADE2"2"MINMAY VARY BASEDON REQ. HEATOUTPUTNOTE:1.CONTRACTOR SHALL PROVIDE MOCK UP SAMPLE PRIOR TO ORDERING STONE.2.FINAL SIZING & COLOR SELECTIONS TO BE APPROVED BY LANDSCAPEARCHITECT OR OWNER.3.SNOWMELT SYSTEM TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS.4" CONCRETE BASE WITHTURNDOWN EDGE6" COMPACTED AGGREGATE BASE95% COMPACTED SUBGRADEREINFORCED AS REQUIREDSNOWMELT TUBING TIED TO REBARAS APPLICABLE2" R-10 RIGID FOAM INSULATION03/16/2019
IV. GRADING & DRAINAGE1.CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING TO VERIFY EXISTING CONDITIONS AND GRADES IN THE FIELD.2.THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OFWORK.4.CONTRACTOR SHALL VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY OWNER'S REPRESENTATIVE OFDISCREPANCIES.5.REFER TO THE CIVIL ENGINEER PLANS FOR SUB-DRAIN SYSTEM, INVERT ELEVATIONS, DRAINAGE STRUCTURES AND PRECISEGRADING.6.REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DRAINAGE INFORMATION. LANDSCAPE ARCHITECT TO SELECT ALLDRAIN COVERS.7.IF DISCREPANCIES DEVELOP BETWEEN THE PROPOSED GRADES INDICATED AND EXISTING GRADE, THE CONTRACTOR,WITH PRIOR APPROVAL FROM THE LANDSCAPE ARCHITECT, SHALL MAKE NECESSARY ADJUSTMENTS AS REQUIRED WHILEMAINTAINING GENERAL DESIGN INTENT.8.TOP OF WALL ELEVATIONS SHALL BE ADJUSTED IN THE FIELD BY THE LANDSCAPE ARCHITECT AND SHALL BE APPROVED BYTHE STRUCTURAL ENGINEER.9.ALL REQUIRED FILL SHALL BE COMPACTED PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS TO PREVENT FUTURESETTLING AND MAINTAIN STRUCTURAL STABILITY. ALL IMPORT FILL SHOULD BE FREE FROM NOXIOUS WEEDS ANDCHEMICAL CONTAMINATES AND SHALL BE TESTED FOR AGRICULTURAL STABILITY PRIOR TO DELIVERY TO SITE.10.ALL AREAS TO RECEIVE PLANTING SHALL BE ROUGH SHAPED TO ELEVATIONS SHOWN ON PLANS AND DETAILS PRIOR TOCOMMENCEMENT OF ANY PLANTING AND IRRIGATION WORK UNDER THIS CONTRACT. CONTRACTOR WILL BE REQUIRED TOPERFORM FINISH GRADING FOR PROPER ROCK PLACEMENT, MOUNDING OR REPAIR WORK RESULTING FROM WORKPERFORMED UNDER THIS CONTRACT.11.CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND PROPER SURFACE DRAINAGE IN ALL AREAS. FINE GRADINGSHALL BE COMPLETED AS INDICATED BY CONTOURS AND SPOT ELEVATIONS. PROPOSED ELEVATIONS SHOWN AREFINISHED GRADE.12.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL HARDSCAPE AREAS DAMAGED DURING CONSTRUCTION.13.ALL EXISTING DRAINAGE STRUCTURES SHALL BE PROTECTED AND MAINTAINED DURING CONSTRUCTION.14.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING FOUNDATIONS & BUILT STRUCTURES AT 2%MINIMUM OR AS REQUIRED. HARDSCAPE SURFACES SHALL MAINTAIN 1.5% MINIMUM SLOPE UNLESS OTHERWISE SPECIFIED.DRAINAGE IN PLANTED AREAS WILL BE DIRECTED TO SHALLOW SURFACE SWALES OR AREA DRAINS AT 2% MINIMUM.15.SURFACE DRAINAGE SHALL BE DIRECTED AWAY FROM ADJACENT PROPERTIES.16.FINISH GRADE AT BUILDING FOUNDATIONS AND BUILT STRUCTURES TO BE 6" BELOW FINISH FLOOR ELEVATION, TYPICAL.PAVING AREAS AT BUILDING ENTRIES AND STRUCTURAL INTERFACES SHALL NOT EXCEED FINISHED FLOOR ELEVATIONAND PROVIDE POSITIVE DRAINAGE AWAY FROM ARCHITECTURE.17.CONNECT ALL ROOF GUTTER DOWN SPOUTS TO STORM DRAINAGE SYSTEM. SEE ARCHITECTURAL PLANS FOR LOCATIONS.18.OUTDOOR SHOWERS, POOLS, SPA, AND FOUNTAINS TO BE TIED INTO SEWER SYSTEM.19.ALL PROPOSED GRADING SHALL REMAIN CLEAR OF DRIP LINE OF ALL EXISTING TREES TO REMAIN.20.CONTRACTOR SHALL INSTALL EROSION CONTROL SILT FENCE AROUND PROJECT ENVELOPE PRIOR TO CONSTRUCTION.21.ALL DISTURBED AREAS SHALL BE RE-VEGETATED OR STABILIZED WITH APPROPRIATE NATIVE PLANT MATERIAL OR MULCHPER PLAN.I. GENERAL NOTES1.ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES.2.IT IS THE RESPONSIBILITY OF ALL CONTRACTORS TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THAT TO BEINSTALLED BY ALL OTHER CONTRACTORS.3.EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS/HER EMPLOYEES USEON SITE, TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED, AND FOR REVIEWS BY MUNICIPALITY OFFICIALS FORINSPECTIONS.4.ALL CONTRACTORS AND TRADES ARE RESPONSIBLE FOR OBTAINING ANY AND ALL NECESSARY PERMITS AND INSPECTIONSPRIOR TO CONSTRUCTION AS REQUIRED BY LOCAL PLANNING, ZONING, BUILDING CODE OR ANY OTHER APPLICABLEAUTHORITY.5.STAN CLAUSON ASSOCIATES INC., THE OWNER AND/OR THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY SITECONDITIONS WHICH MAY NECESSITATE MODIFICATION TO THE PLAN. THE OWNER OR OWNER'S REPRESENTATIVE SHALLMAKE INFIELD MODIFICATIONS AS NECESSARY.6.CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY FOR ALL CONSTRUCTION,PROTECTION, MAINTENANCE AND RELATED ITEMS TO COMPLETE WORK INDICATED ON THE DRAWINGS.7.BEFORE COMMENCING ANY WORK CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL UTILITIES, SUB-SURFACEDRAINAGE, AND UNDERGROUND CONSTRUCTION SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DISTURB.8.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN BRINGING EQUIPMENT ON TO AND OFF OF THE SITE.PROTECTING ALL EXISTING HARDSCAPE AND ANY OTHER EXISTING CONSTRUCTION ON THE SITE. CONTRACTOR SHALLMAKE CONTACT WITH PROPER AUTHORITIES BEFORE AND DURING THIS WORK SO AS TO COMPLY WITH ALL REGULATIONSAND ORDINANCES.9.CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY ANDALL DAMAGE CAUSED DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT THEIR OWN EXPENSE. ANY NECESSARYREPAIRS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES.10.CONTRACTOR SHALL VERIFY ALL EXISTING TREE CONDITIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTORSHALL NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO THEIR REMOVAL.11.CONTRACTOR SHALL INSTALL AND MAINTAIN TREE PROTECTION FENCE THROUGHOUT CONSTRUCTION. TREE PROTECTIONFENCE SHALL BE LOCATED AROUND THE DRIP LINE OF ALL TREES AND NATURAL AREAS TO REMAIN.12.CONTRACTOR SHALL STAKE ALL WORK TO BE CONSTRUCTED AND OBTAIN APPROVAL FROM THE OWNER OR OWNER'SREPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED WITH THE OWNER OR OWNER'SREPRESENTATIVE PRIOR TO CONSTRUCTION.13.ALL CONSTRUCTION FOR ALL TRADES SHALL CONFORM TO OR EXCEED THE PRODUCT MANUFACTURER'SRECOMMENDATIONS, REGULATIONS OF THE COUNTY AND THE AMERICANS WITH DISABILITIES ACT, AS WELL AS ANY OTHERAPPLICABLE NATIONAL, STATE, AND/OR LOCAL CODES AND ANY OTHER GOVERNING AUTHORITIES.14.CONTRACTOR ACCESS FOR CONSTRUCTION SHALL BE AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.15.CONTRACTOR SHALL PROTECT THE GENERAL PUBLIC FROM CONSTRUCTION AREAS THROUGHOUT CONSTRUCTION.16.ANY DEVIATION FROM THESE PLANS MUST BE SPECIFICALLY APPROVED BY THE LANDSCAPE ARCHITECT AND THE OWNEROR OWNER'S REPRESENTATIVE.III.DEMOLITION NOTES1.CONTRACTOR SHALL CONTACT LOCAL UTILITIES PRIOR TO CONSTRUCTION FOR INSTRUCTION ON SPECIFIC DEMOLITIONPROCEDURES THAT MAY BE REQUIRED.2.CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS OF FEDERAL, STATE, AND LOCAL REGULATORY AGENCIES WHICH MAYHAVE JURISDICTION.3.ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY IN ACCORDANCEWITH ALL FEDERAL, STATE, AND LOCAL REGULATORY AGENCIES.4.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL INFORMATION PROVIDED WITHIN THE DRAWINGS. CONTRACTOR SHALLPERFORM HIS/HER OWN ASSESSMENT AND ESTIMATE OF MATERIAL TO BE DEMOLISHED. ANY DISCREPANCIES FOUNDSHOULD BE REPORTED TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK.5.ALL UTILITIES INDICATED ARE APPROXIMATE AND ARE FOR ESTIMATING PURPOSES ONLY. EXACT LOCATIONS SHALL BEVERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. ALL UTILITIES SHALL BE LOCATED AND PROTECTED AS TOPREVENT POTENTIAL DAMAGE. ANY AND ALL DAMAGE OCCURRING DURING THE CONSTRUCTION PROCESS IS TO BEIMMEDIATELY REPORTED TO THE APPROPRIATE UTILITY AUTHORITY AND ALL REPAIRS SHALL BE MADE IN ACCORDANCEWITH THE RESPECTIVE AUTHORITY'S REQUIREMENTS. THE SAFE DEMOLITION AND REMOVAL OF UTILITIES, STRUCTURESAND EQUIPMENT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR6.CONTRACTOR IS RESPONSIBLE FOR THE NOTIFICATION OF THE UTILITY AUTHORITY HAVING JURISDICTION OVER ANYEASEMENT IMPACTED BY WORK AND OBTAINING APPROVAL PRIOR TO BEGINNING.7.REMOVAL OF ANY AND ALL MATERIALS INDICATED INCLUDES ALL MATERIALS ASSOCIATED WITH THAT ITEM INCLUDINGSUBSURFACE MATERIAL, IF APPLICABLE, NOT NEEDED OR IN NEED OF REPLACEMENT.8.PROPER CARE SHALL BE TAKEN WHEN WORKING WITHIN THE PROXIMITY OF EXISTING TREES TO REMAIN. PROPER TREEPROTECTION IN ACCORDANCE WITH LOCAL CODES SHALL BE INSTALLED PRIOR TO BEGINNING WORK AND SHALL BEMAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.9.SOME TREES AND SHRUBS SCHEDULED FOR RELOCATION AND REUSE ON THE PROPERTY MAY NOT BE SALVAGEABLE DUETO UNDERGROUND UTILITIES. CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE NOTIFICATION OF OWNER OR OWNER'SREPRESENTATIVE IN SUCH INSTANCES.10.BARRIERS AND/OR FLAG MEN MAY BE REQUIRED FOR SAFETY. VERIFY REQUIREMENTS WITH THE OWNER FOR SUCH NEEDSPRIOR TO BEGINNING WORK. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL OF TRAFFIC CONTROLREQUIREMENTS FROM GOVERNING MUNICIPALITY.11.THE OWNER SHALL BE NOTIFIED AS TO THE TIMING OF WORK SO THAT PROPER SECURITY NOTIFICATION CAN BE MADE.V.LAYOUT NOTES1.ALL CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.2.CONTRACTOR SHALL FIELD LOCATE, STAKE AND USE COLOR CODED SPRAY PAINT FOR ALL ABOVE AND BELOW GROUNDUTILITIES. CONTRACTOR TO CONFIRM UTILITY ELEVATION PRIOR TO CONSTRUCTION. ANY EXISTING UTILITY CONFLICTSWITH SITE IMPROVEMENTS TO BE REPORTED TO OWNER, OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AS STATED IN THE GENERALNOTES.3.ALL SITE IMPROVEMENTS REPRESENTED IN THE DRAWINGS SHALL BE STAKED AND REVIEWED WITH THE OWNER OROWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES TO BE REPORTED TO THE OWNER, OWNER'SREPRESENTATIVE, OR LANDSCAPE ARCHITECT.4.ALL DIMENSIONS ARE TO EDGE OF PAVING AND CENTERLINE OF WALLS AND COLUMNS UNLESS OTHERWISE INDICATED.5.ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE INDICATED.6.CONTRACTOR SHALL PROVIDE LIGHTING, IRRIGATION AND ANY OTHGER CONDUIT NEEDED TO ALL LANDSCAPE AREAS.7.THE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION TO REMAIN.8.ANY AND ALL FIELD ADJUSTMENTS SHALL RECEIVE APPROVAL FROM THE OWNER, OWNER'S REPRESENTATIVE ORLANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.II.GENERAL DISTURBANCE NOTES1.SILT FENCE OR OTHER SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO ANYCONSTRUCTION ACTIVITIES.2.TEMPORARY CONSTRUCTION ENTRANCE SHALL BE INSTALLED AFTER SILT FENCE AND PRIOR TO ALL OTHERCONSTRUCTION ACTIVITIES.3.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE ROUTINELY INSPECTED BY THE CONTRACTOR, INCLUDINGWITHIN 24 HOURS OF THE END OF A STORM EVENT TO INSURE INTEGRITY. DAMAGED OR INEFFICIENT DEVICEMAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL.4.CONTRACTOR TO PROVIDE SILT FENCE AND/OR OTHER EROSION CONTROL DEVICES, AS MAY BE REQUIRED, DURINGUTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE GRADED AND STABILIZED IMMEDIATELY AFTER UTILITYINSTALLATION. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANYSEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED BY THE CONTRACTOR UNTIL THE COMPLETION OF ALLCONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BEREQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARYCONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND STABILIZED.6.THE CONTRACTOR SHOULD TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD, SOIL, OR DEBRIS ONTO PAVEDSURFACES FROM CONSTRUCTION AREAS. THE CONTRACTOR SHOULD REMOVE MUD/SOIL DAILY FROM PAVED SURFACES ASREQUIRED.7.ALL WATERS OF THE STATE (WOS) ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OFSILT FENCE IS TO BE INSTALLED IN AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBEDAREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS.8.LITTER, CONSTRUCTION DEBRIS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH ASSTOCKPILES OF FRESHLY TREATED LUMBER), AS WELL AS, FUELS, OILS, AND CONSTRUCTION CHEMICALS THAT COULD BEEXPOSED TO STORMWATER MUST BE CONTAINED AND PROPERLY STORED IN AN EFFORT TO PREVENT FROM BECOMING APOLLUTANT SOURCE IN STORMWATER DISCHARGES.9.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTIONACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTERWORK HAS CEASED EXCEPT AS STATED BELOW:9.1.WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS,STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICAL.9.2.WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED AND EARTH-MOVINGACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATEDON THAT PORTION OF THE SITE.VII.LIGHTING NOTES1.LIGHTING PLAN IS DIAGRAMMATIC AND EXACT LIGHT FIXTURE LOCATIONS SHALL BE APPROVED BY LANDSCAPEARCHITECT, OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.2.CONTRACTOR TO COORDINATE WITH THE BUILDER FOR THE LOCATION OF ELECTRICAL PANEL NEEDED FOR LIGHTING.3.ALL LIGHTING EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS, AND MUSTCOMPLY WITH ALL APPLICABLE STATE AND COUNTY CODES.4.CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS, INSPECTIONS, AND APPROVALS REQUIRED.5.CONTRACTOR SHALL STAKE OUT ALL LIGHT FIXTURE AND TRANSFORMER LOCATIONS FOR APPROVAL BY THE LANDSCAPEARCHITECT, OWNER, OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.6.CONTRACTOR SHALL COORDINATE, STAKE AND FLAG ALL LOCATIONS WHERE ELECTRICAL CONDUIT OR SLEEVING MAY BEREQUIRED BENEATH EXISTING OR PROPOSED HARDSCAPE SURFACES.7.ALL FIXTURES PER MODELS SPECIFIED UNLESS AN APPROVED EQUAL IS REQUESTED FROM THE LANDSCAPE ARCHITECT.VI.CONSTRUCTION NOTES1.ALL DETAILS AND ELEVATIONS ARE INTENDED TO DESCRIBE DESIGN INTENT ONLY. ALL CONTRACTORS AND TRADES TOPRODUCE SHOP DRAWINGS TO SHOW SIZE, MATERIALS, FOOTINGS, DRAINAGE, CONNECTIONS, STRUCTURAL INTEGRITY,ETC. FOR FINAL APPROVAL BY LANDSCAPE ARCHITECT AND OWNER OR OWNER'S REPRESENTATIVE.2.CONTRACTOR SHALL PROVIDE SAMPLES OF ALL MATERIALS AND OBTAIN APPROVAL FROM OWNER, OWNER'SREPRESENTATIVE OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.3.TOPOGRAPHY MAY REQUIRE ADJUSTMENT OF FINAL SPOT ELEVATIONS FOR PROPOSED VERTICAL CONSTRUCTIONELEMENTS. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT AND OWNER OR OWNER'SREPRESENTATIVE OF ANY SUCH NECESSARY ADJUSTMENTS.4.CONTRACTOR SHALL PROVIDE FILL AS REQUIRED TO OBTAIN PROPER RELATIONSHIP OF FOOTING TO FINISH GRAD -FEATHER FILL TO MEET ADJACENT EXISTING GRADE AND TO ASSURE A COORDINATED DESIRED EFFECT.5.CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING CONDITIONS SCHEDULED TO REMAIN.6.CONTRACTOR IS RESPONSIBLE FOR FOR LOCATING ANY AND ALL UTILITIES PRIOR TO BEGINNING WORK AND FOR ANYDAMAGE THAT MAY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.7.'IN-FIELD ADJUSTMENTS' NECESSARY TO MAINTAIN DESIGN INTENT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECTAND OWNER OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.8.ALL CONCRETE TO BE 3000 PSI AT 28 DAYS UNLESS OTHERWISE SPECIFIED.9.ALL WELDS TO BE CONTINUOUS.10.ALL WOOD MEMBERS SHALL BE WEATHER RESISTANT AND APPROPRIATE FOR APPLICATION. WOOD SELECTION SHALL BEAPPROVED BY LANDSCAPE ARCHITECT AND OWNER OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION UNLESSOTHERWISE SPECIFIED. ALL CUTS SHALL BE EVEN. SAND FOUR SIDES AND FILL IMPERFECTIONS, COUNTERSINKS AND NAILHOLES TO ASSURE EVEN FINISH.11.CONTRACTOR SHALL VERIFY ALL WOOD MEMBERS FOR APPROPRIATE SIZE, SPACING, ATTACHMENTS AND STRUCTURALSTABILITY PRIOR TO CONSTRUCTION. CONTRACTOR TO REPORT ANY DISCREPANCIES TO OWNER, OWNER'SREPRESENTATIVE OR LANDSCAPE ARCHITECT.12.ALL CONNECTORS, UNLESS OTHERWISE SPECIFIED, SHALL BE STAINLESS STEEL.13.ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED.IIX.PLANTING NOTES1.CONTRACTOR IS RESPONSIBLE FOR INSPECTION OF EXISTING CONDITIONS AND PROMPTLY REPORTING ANYDISCREPANCIES OR CONFLICTS WITH PLANTING AREAS TO HE OWNER, OWNER'S REPRESENTATIVE AND LANDSCAPEARCHITECT.2.CONTRACTOR IS RESPONSIBLE FOR LOCATING ANY EXISTING UTILITIES, ANY DAMAGE THAT MAY OCCUR DURINGCONSTRUCTION, AND ALL NECESSARY REPAIRS BE IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES.3.LANDSCAPE PLANTING BEDS AND/OR MULCHED AREAS TO BE FINE GRADED, HAND RAKED SMOOTH, AND FREE OF DEBRIS.4.CONTRACTOR TO PERFORM SOIL TESTS AS NECESSARY TO ASSURE PLANT HEALTH AND GROWTH.5.ALL PLANTING BEDS TO BE MULCHED UNLESS OTHERWISE SPECIFIED.6.CONTRACTOR SHALL VERIFY THAT ALL PROPOSED PLANT MATERIAL IS DETERMINED AVAILABLE AS SPECIFIED AT TIMEBID/PROPOSAL IS SUBMITTED.7.PLANT SCHEDULE IS FOR ESTIMATING PURPOSES ONLY. CONTRACTOR SHALL CONFIRM QUANTITY TAKEOFFS ANDPROMPTLY REPORT ANY DISCREPANCIES WHICH MAY AFFECT BIDDING TO THE LANDSCAPE ARCHITECT AND OWNER OROWNER'S REPRESENTATIVE.8.GALLON SIZES ARE FOR PRICING PURPOSES ONLY. PLANT MATERIAL MUST MEET OR EXCEED HEIGHTS AND WIDTHSSPECIFIED WITHIN THE PLANT SCHEDULE.9.BALLED AND BURLAPPED AND CONTAINER GROWN MAY BE FREELY SUBSTITUTED WITH OTHER SPECIFICATIONSREMAINING UNCHANGED.10.INSTALL ALL PLANTING PER THE PLANTING DETAILS. PLANTING MATERIAL SHALL BE INSPECTED ON SITE BY THELANDSCAPE ARCHITECT AND ANY UNACCEPTABLE STOCK SHALL BE IMMEDIATELY REMOVED AND REPLACED AT THECONTRACTOR'S EXPENSE.11.ACTUAL PLANT LOCATIONS TO BE ADJUSTED IN THE FIELD UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.PLANTS SHALL BE LOCATED AWAY FROM SPRINKLER HEADS, DRAINS, UTILITY VAULTS & ANY OTHER OBSTRUCTIONS.12.ANY LAWN AREAS THAT DO NOT SHOW SATISFACTORY GROWTH WITHIN 21 DAYS AFTER PLANTING SHALL BE RE-PLANTEDAND RE-FERTILIZED UNTIL A SATISFACTORY LAWN IS ESTABLISHED. THE LAWN SHALL BE CONSIDERED ESTABLISHED WHENIT IS REASONABLY FREE FROM WEED GROWTH, GREEN IN APPEARANCE AND THE SPECIFIED GRASS IS VIGOROUS AND ANDGROWING WELL ON EACH SQ. FT. OF LAWN AREA.13.CONTRACTOR SHALL PROVIDE AUTOMATIC IRRIGATION SYSTEM AS REQUIRED, COMPLETE AND INSTALLED. 100% COVERAGESHALL BE PROVIDED FOR ALL NEW PLANTINGS.14.CONTRACTOR SHALL SUBMIT IRRIGATION PLAN FOR APPROVAL BY LANDSCAPE ARCHITECT AND OWNER OR OWNER'SREPRESENTATIVE PRIOR TO CONSTRUCTION.15.CONTRACTOR SHALL GUARANTEE AND REPLACE AS NECESSARY ALL PLANT MATERIAL FOR ONE YEAR FROM DATE OFINSTALLATION.16.FINAL APPROVAL & ACCEPTANCE WILL BE GIVEN IN WRITING BY THE LANDSCAPE ARCHITECT FOLLOWING A FINALACCEPTANCE INSPECTION. THE LANDSCAPE ARCHITECT RESERVES THE OPTION TO EXTEND THE MAINTENANCE IF HEDETERMINES THAT IS REQUIRED BY CONTRACT.SPECIFICATIONSL-600DATE:DRAWN BY:CHECKED BY:ISSUE:HISTORY:BKSHEET TITLE:ST MARYCATHOLIC CHURCHFOR PLANNINGPURPOSES ONLY05-24-2018ADDRESS:533 E MAIN STREETASPEN, CO 81611PARCEL #08097C0204 CBKDATEISSUESTAMP PER DISCIPLINEPITKIN COUNTY STAMPS04-04-2017PERMIT SUBMITTAL05-18-2017REVISED PERMIT SUBMITTAL07-10-2017REVISED PERMIT SUBMITTAL06-26-201807-31-201811-05-2018REVISED LANDSCAPE PLANREVISED LANDSCAPE PLANREVISED LANDSCAPE PLANFOR HPC MONITOR11-20-2017FINAL PERMIT SET03/16/2019
(E) 3" W EXIT PROVIDE PRICINGFOR DEMO OF 3" W MAIN FROMBLDG TO UTILITY MAIN.(N) COMBINED BOILER VENTTHROUGH (E) CHIMNEY, FASNSEALFLEX TYPE OR EQUIVALENT,ESTIMATED 14"ø MAX, TO BEFINALIZED WITH VENDORENGINEERED BREECHING DESIGN.(E) BOILER COMBUSTION AIRINTAKE AREA WELL. TO BEENLARGED TO 48"Wx24"Dx36"HSM ZONE 2SM ZONE 1SZ-2 MANIFOLD INLANDSCAPE BOX.(E) PAVEMENT AND TUBINGTO BE REUSED IF POSSIBLE.RE: ARCH FFI.AT DISCONNECT POINT, SAW-CUT PAVING, CUT ANDSPLICE (E) TUBING TO CREATE SHORTER LOOPS.(E) SM AREA SOUTH OF DISCONNECTION POINT TOBE DRAINED AND ABANDONED IN PLACE.(E) SZ-1 MANIFOLD BASEMENT, TO BEREPLACED WITH (N) MANIFOLD PIPING ANDVALVES, RE-CONNECTED TO (E) LOOPS.EXTENTS OF (E) SNOWMELT,ABONDONED IN PLACE.CU-1ACU-1 & CU-2 LOCATED ONCONCRETE PADS, WITH ALLMFTR REQ'D CLEARANCES.RS/L LINES ROUTED BELOWGRADE PER MFRTINSTALLATION REQ'MTS, INTOBASEMENT CRAWLSPACE. RE:P2.4 FCT.4CU-1BCU-2ACU-2B1113SM ZONE 3 LOCATED AT BOTTOMOF AREA WELL. SZ-3 MANIFOLDLOCATED IN ADJACENTMECHANICAL ROOM.13ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.ASI-01 08.11.17ISSUE:DATE:ASI-05 09.08.179/8/2017 7:48:19 AMM2.0SITEMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 1/8" = 1'-0"SITE MECHANICAL PLANnew concretereplaced wirsboThe blue represents the new sidewalk, & the red represents the replaced wirsbo.This section is controlled by the churchThis section is controlled from the garage.03/16/2019
UP
UP
UP
EXISTING EMPLOYEE HOUSING
EXISTING RECTORY EXISTING DRIVEWAY
(GRASS PAVERS)
EXISTING
TRANSFORMER
LAWN
ELEVATOR
KITCHEN
OFFICE
OFFICEOFFICE
APARTMENT
APARTMENT
RECEPTION
VESTIBULE
BATH
BATH
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
EXISTING SNOWMELT (1877 SF)
1
2
3
4
5
6
7
8
9
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.11/28/2018 2:44:10 PMSM 1.0
1511
EXISTING
SNOWMELT
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO 1/8" = 1'-0"1 EXISTING SNOWMELT PLAN
ISSUE: DATE:
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
CHANGE ORDER 03/05/18
03/16/2019
Demo
Existing to remain
UP
UP
UP
EXISTING GARAGE
EXISTING RECTORY EXISTING DRIVEWAY
(GRASS PAVERS)
NEW 5' WIDE NEW SIDEWALK
ON MAIN STREET
ALL LILACS REMAIN NEW CURBCUT PER CDOT STANDARDS 5' WIDE NEW SIDEWALK HUNTER STREET SIDEWALK
REPLACED WITH NEW SIDEWALK
TO CODE
EXISTING SNOW MELT TO
REMAIN (450 SF)
ALL LILACS TO REMAIN
EXISTING SNOWMELT
REMOVED AND REPLACED
(525) SF)
EXISTING TO REMAIN (1007 SF)
4' WIDE SNOWMELTED PATHWAY
(217SF) REQUIRED FOR
ACCESSIBILITY
NEW SNOWMELT ON
NEW STAIRS (77 SF)
REQUIRED
EXISTING TO BE REPLACED (653 SF - 525 + 128)
EXISTING TO BE REPLACED - EXEMPT (217 SF)
NEW - EXEMPT (77 SF)
TOTAL EXISTING (1877 SF)
TOTAL PROPOSED (1954 SF)
EXISTING SNOW MELT
(128) SF REMOVED AND
REPLACED (128 SF)
EXISTING SNOW MELT
(798) SF REMOVED AND
REPLACED (798 SF) -
CONTROLLED BY
RECTORY BOILER
EXISTING TO BE REPLACED - ON
RECTORY BOILER (798 SF)
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.11/28/2018 2:44:12 PMSM 1.1
1511
PROPOSED
SNOWMELT
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO 1/8" = 1'-0"
1 PROPOSED SNOWMELT PLAN
ISSUE: DATE:
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
PERMIT RESUB. 2 06/12/17
CHANGE ORDER 03/05/18
03/16/2019
Existing to remain
Snowmelt on stairs is
not exempt. Only
accessible routes.
New
exempt
New not exempt
New, not exempt
03/16/2019Revise the REMP sheet numbers tomatch what's shown on SM 1.1. Ifsnowmelt is being demoed and thenbeing replaced in the same location, thatwould be "to be removed" and "new". Soit should read like this:-To be removed: 653+525+128=1306-Existing to remain: 1007-New: 1306-New exempt: 217+77=294