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HomeMy WebLinkAboutFile Documents.834 W Hallam St.0010.2018 (8).ARBK S X X X X SS SS SS SS SS SS WV E E W S O E T C D D D DET C B a n k D X X X X X X X X X X X X X X X X X X X 7915 79 1 3 7 9 1 5 7915 79 1 5 7916 791 7 79 1 7 79 1 6 7 9 1 5 7916 791 7 79 1 7 7917 7 9 1 7 7916 7 9 1 6 79 1 6 79 1 6 79 1 8 7 9 1 8 7918 7 9 1 8 7 9 1 8 7 9 1 8 7 9 1 7 7 9 1 6 7 9 1 4 7 9 1 3 79 1 8 79 1 8 7 9 1 8 7915 79 1 4 791 3 7912 7 9 1 1 79 1 0 79 0 9 7 9 0 8 79 1 7 1 L-400 9 L-400 PROPOSED PARKING RE: ENG PLANS 1 L-400 3 L-400 OVERALL MATERIALS PLAN L-100 DATE: DRAWN BY:CHECKED BY: ISSUE: HISTORY: BAK SHEET TITLE: 834 W HALLAM FOR PLANNING PURPOSES ONLY, NOT FOR CONSTRUCTION 03-30-2018 ADDRESS: 834 W HALLAM ASPEN, CO 81611 PARCEL # 273512304002 PSR DATE ISSUE STAMP PER DISCIPLINE PITKIN COUNTY STAMPS 04-24-2017 05-09-2017 09-22-2017 11-20-2017 02-08-2018 03-30-2018 08-10-2018 DD COORDINATION SET CD COORDINATION SET CD COORDINATION SET SUBMITTAL SET SUBMITTAL SET SUBMITTAL SET HYDROZONE KEY 0'4'8'16' SCALE: 1/8" = 1'-0"NORTH N 8TH STREET W H A L L A M S T R E E T AL L E Y RFTA TRANSIT PROPOSED WALKWAYS SHALL BE FLOATING SIDEWALKS WITHIN ROOT ZONES OF EXISTING TREES AND SHALL CONNECT WITH ANY FUTURE BIKEWAY PROJECT, TYP. CONCRETE PAVING DETAIL SAND SET BRICK PAVING DETAIL CONCRETE PAVING DETAIL LANDSCAPE FORMS 72" PLAINWELL BENCH PROPOSED SITE WALL; RE: CIVIL PLANS 1 L-400 CONCRETE PAVING DETAIL EXISTING UTILITIES; RE: CIVIL PLANS BUILDING A BUILDING B BUILDING C 4 L-400 GRAVEL WITH STEEL EDGER (OPTION - MULCH ALTERNATE) 1 L-400CONCRETE PAVING DETAIL 1 L-400 3 L-400 CONCRETE PAVING DETAIL SAND SET BRICK PAVING DETAIL MINIMIZE DISTURBANCE MINIMIZE DISTURBANCE PROPERTY LINE PROPERTY LINE Reviewed and Approved for Water Efficient Landscape Standards rickma 08/23/2018 Approved by Parks Department davidr 11/21/2019 10/07/2019 •I 4 . !s. t,. . -.- [l[l[I 000 000 000 OCICI ' . ::: . :::• CUICI 000 . CIIID 000 000 000 DD 0DIIC CIDIU CIDIU CIDIU l:UIIUIIIICH DDDCDDIU DDIU DDIU DDIU . :,t:..m,.··. t,. � . . .••"I( :::: 111111( DODI ODDI 4 ·r· · · . 1111CIDD! ": :::: • CIDDI D,. ggg: .. it·· . DOD I DOD I I>:::: 6 IIOCII , DCICI I ·•�•• •b i!!i • CICIDI CICIDI [1[1[1 1 IW· ti-:.-gggi · · 00[1[ . . g . . ·". :::i-:-�: :::i • • 4 [111[1[ DDDC DDDCDDDC DDDCDDIU DCICH DDDC 111111[DDDC 4 DDDC DIIIIC DIIIU DIIIU DIIIUDIIIU DIIIU · 000[ CICICH CICICH • CICICHCICICH CICICH DDIIC ·4 . :::iDDIICIIIIIH IIIIIIC IIIIIIC IIIIIIC • IIIIIH IIIIIH 0011[ IIIIIH . IIIIIH 'oo, 1 TREE PROTECTION FENCE, TYP. L-200 """ Ooo ... I> 000 000 000 000 000 000 CICICI . 000 000 000 000 000 000 . 4 t> I 'Ill ft 1-w w 0:: I-­Cf) <CI :§: '''' _.__ _.__ I I FIELD ADJUST TREE PROTECTION FENCE BASED ON CONSTRUCTION SCHEDULE OF W HALLAM STREET SIDEWALK t> " I> ... .. t>Ii. o )... ) t>. . I> FIELD ADJUST TREE PROTECTION 8TH STRE · T FENCE BASED ON CONSTRUCTION / SCHEDULE OF N 8TH STREET SIDEWALK .t> 1--------f-------</'--------f-------f./ ______ /�------/'--________ /'--------------f'----+--EXISTING TREE TO BE REMOVED, TYP. " " ', "' ""-���=- r= _=s_t;::::_i;::--r::-------:-'.-rj..:_-:-:--'['r-�----:--:--�---:-�-�,-\-\ --:----:�:-:--:�----:�---:!:;=-ri--:---�------:,...._-77----:---�----:-:'7\---,-,-----�-r-------,--->t----r-EXISTING TREE TO � ... RFTA TRANSIT lffi! 1•-. '\'>l/-1 � Ii. D -------; �/' x---+-x---x---x,x ......... .. :1\1 I ----- , .I I I r----,,,, I I I l> .. A.. •A. . t> 1�?% : I� EXISTING BUILDING ■ I I >­w _J _J I I I I I I I I I <C \ I I� I ,,,, ----, I I I I I I --l_j I I ��iii�����------_J ----����-�--�r-���-J ,,.....1" ,�\4) ,,.�""�r-/;J,.. _J PROPERTY LINE ( � "� f//if y''\ ~ '.:.':f....._, t ,,>..... I x:��' _-rec--ef�:Y-1 X x,---X ---X---x�, --X7 �.:s-::� .,, -�':1-:'"_<!_J;---: \_ >v_:,;;:, \ � �,{, I ( � ().\\ �X' /V X '-'it-�-/ I 1915_ 7 TREE REMOVAL SCHEDULE TREES TO BE REMOVED \ ,,______ EXISTING TREE TO BE PROTECTED -�.,..____ EXISTING TREE TO BE PROTECTED PLASTIC SAFETY FENCING W/ STEEL T-POSTS WI CAPS OR APPROVED SUBSTITUTE QTY. 1 TYPE UNIDENTIFIED DECIDUOUS UNIDENTIFIED DECIDUOUS UNIDENTIFIED DECIDUOUS UNIDENTIFIED EVERGREEN UNIDENTIFIED EVERGREEN UNIDENTIFIED EVERGREEN UNIDENTIFIED EVERGREEN SIZE (DBH) 5" CAL. 1 L-200 PLASTIC SAFETY FENCING WI STEEL T-POSTS W/ CAPS OR APPROVED SUBSTITUTE. METAL T-POSTS SPACED @8' O.C. MAX. TYP. INSTALL FIRMLY INTO GROUND MIN. 18" DEPTH + -PLAN - TREE PROTECTION DETAIL SCALE: N.T.S. 1 1 1 1 1 1 -SECTION - 9" CAL. 24.5" CAL. 8.5" CAL. 12" CAL. 13.5" CAL. 14" CAL. TOTAL CALIPER INCHES TO BE REMOVED: 86.5" NOTE: 1.FIELD ADJUST TREE PROTECTION FENCE BASED ON CONSTRUCTION SCHEDULE OF W HALLAM STREET. 2.MAXIMUM ALLOWABLE SQUARE FOOTAGE SHALL BE DEDICATED TO TREE PROTECTION THROUGHOUT CONSTRUCTION PROCESS. O' 4' 8' 16' NORTH SCALE: 1 /8" = 1 '-0" © STAN CLAUSON ASSOCIATES, INC 2019 834 W HALLAM ADDRESS: 834 W HALLAM ASPEN, CO 81611 PARCEL# 273512304002 DATE: 03-30-2018 ISSUE: FOR PLANNING PURPOSES ONLY, NOT FOR CONSTRUCTION DRAWN BY: BAJ CHECKED BY: CA HISTORY: DATE 04-24-201705-09-201709-22-201711-20-201702-08-201803-30-201808-10-201808-22-201910-04-2019 ISSUE DD COORDINATION SET CD COORDINATION SET CD COORDINATION SET SUBMITTAL SET SUBMITTAL SET SUBMITTAL SET HYDROZONE KEY TREE MITIGATION UPDATES TREE MITIGATION UPDATES STAMP PB\ DISCIPLINE PIT1{!M COUNTY STAAPS SHEET TITLE: TREE PROTECTION & REMOVAL PLAN L-200 Approved by Parks Department davidr 11/21/2019 10/07/2019 S X WV WV E E W S O E T C D D D DET C B a n k D X X X X X X X X X X X X X X X X X X 7915 79 1 3 7 9 1 5 7915 79 1 5 7916 791 7 79 1 7 79 1 6 7 9 1 5 7916 791 7 79 1 7 7917 7 9 1 7 7916 7 9 1 6 79 1 6 79 1 6 79 1 8 7 9 1 8 7918 79 1 8 7 9 1 8 7 9 1 8 7 9 1 7 7 9 1 6 7 9 1 4 7 9 1 3 79 1 8 79 1 8 79 1 8 7915 79 1 4 791 3 7912 7 9 1 1 79 1 0 79 0 9 7 9 0 8 TREE PROTECTION & MITIGATION PLAN L-201 DATE: DRAWN BY:CHECKED BY: ISSUE: HISTORY: BAK SHEET TITLE: 834 W HALLAM FOR PLANNING PURPOSES ONLY, NOT FOR CONSTRUCTION 03-30-2018 ADDRESS: 834 W HALLAM ASPEN, CO 81611 PARCEL # 273512304002 PSR DATE ISSUE STAMP PER DISCIPLINE PITKIN COUNTY STAMPS 04-24-2017 05-09-2017 09-22-2017 11-20-2017 02-08-2018 03-30-2018 08-10-2018 DD COORDINATION SET CD COORDINATION SET CD COORDINATION SET SUBMITTAL SET SUBMITTAL SET SUBMITTAL SET HYDROZONE KEY 0'4'8'16' SCALE: 1/8" = 1'-0"NORTH N 8TH STREET W H A L L A M S T R E E T AL L E Y RFTA TRANSIT FIELD ADJUST TREE PROTECTION FENCE BASED ON CONSTRUCTION SCHEDULE OF N 8TH STREET SIDEWALK 1 L-200TREE PROTECTION FENCE, TYP. NOTE: 1.FIELD ADJUST TREE PROTECTION FENCE BASED ON CONSTRUCTION SCHEDULE OF W HALLAM STREET. 2.MAXIMUM ALLOWABLE SQUARE FOOTAGE SHALL BE DEDICATED TO TREE PROTECTION THROUGHOUT CONSTRUCTION PROCESS. FIELD ADJUST TREE PROTECTION FENCE BASED ON CONSTRUCTION SCHEDULE OF W HALLAM STREET SIDEWALK TREE MITIGATION SCHEDULE PROPOSED TREES QTY. TYPE SIZE (DBH) 3 SWEDISH COLUMNAR ASPEN 3" CAL. 2 QUAKING ASPEN 3" CAL. 3 COLORADO BLUE SPRUCE 3" CAL. TOTAL PROPOSED CALIPER INCHES: 24" PROPOSED DECIDUOUS TREE, TYP. PER CITY FORESTER, PROPOSED TREE MAY BE PLANTED WITHIN DRIPLINE. SEE NOTE ON TREE REMOVAL PERMIT. PROPOSED DECIDUOUS TREE, TYP. PROPERTY LINE PROPERTY LINE BUILDING A BUILDING B BUILDING C EXISTING TREE TO BE PROTECTED METAL T-POSTS SPACED @ 8' O.C. MAX. TYP. INSTALL FIRMLY INTO GROUND MIN. 18" DEPTH PLASTIC SAFETY FENCING W/ STEEL T-POSTS W/ CAPS OR APPROVED SUBSTITUTE. EXISTING TREE TO BE PROTECTED PLASTIC SAFETY FENCING W/ STEEL T-POSTS W/ CAPS OR APPROVED SUBSTITUTE FINISH GRADE 1 L-200 SCALE:N.T.S. TREE PROTECTION DETAIL MINIMIZE DISTURBANCE Reviewed and Approved for Water Efficient Landscape Standards rickma 08/23/2018 10/07/2019 S X X X X SS SS SS SS SS SS WV WV E E W S O E T C D D D DET C B a n k D X X X X X X X X X X X X X X X X X X X 7915 79 1 3 7 9 1 5 7915 79 1 5 7916 791 7 79 1 7 79 1 6 7 9 1 5 7916 791 7 79 1 7 7917 7 9 1 7 7916 7 9 1 6 79 1 6 79 1 6 79 1 8 7 9 1 8 7918 79 1 8 7 9 1 8 7 9 1 8 7 9 1 7 7 9 1 6 7 9 1 4 7 9 1 3 79 1 8 79 1 8 79 1 8 7 9 1 8 7915 79 1 4 791 3 7912 7 9 1 1 79 1 0 79 0 9 7 9 0 8 79 1 7 OVERALL LANDSCAPE PLAN & PLANT SCHEDULE L-300 DATE: DRAWN BY:CHECKED BY: ISSUE: HISTORY: BAK SHEET TITLE: 834 W HALLAM FOR PLANNING PURPOSES ONLY, NOT FOR CONSTRUCTION 03-30-2018 ADDRESS: 834 W HALLAM ASPEN, CO 81611 PARCEL # 273512304002 PSR DATE ISSUE STAMP PER DISCIPLINE PITKIN COUNTY STAMPS 04-24-2017 05-09-2017 09-22-2017 11-20-2017 02-08-2018 03-30-2018 08-10-2018 DD COORDINATION SET CD COORDINATION SET CD COORDINATION SET SUBMITTAL SET SUBMITTAL SET SUBMITTAL SET HYDROZONE KEY 16 AJUR 1 DICS 20 VINM 20 VINM 11 IRIS MINIMIZE DISTURBANCE WITHIN HATCHED AREA - ALL DISTURBED AREAS SHALL BE RESEED MATCH EXISTING 6 VINM 3 IRIS 6 VINM 3 HEPO 30 VINM 6 AJUR 20 AJUR24 AJUR 0'4'8'16' SCALE: 1/8" = 1'-0"NORTH N 8TH STREET W H A L L A M S T R E E T AL L E Y RFTA TRANSIT 23 VINM 7 IRTB PROPOSED PARKING 3 POPE CONCEPTUAL PLANT SCHEDULE 1 POPT PROPOSED SIDEWALK TO EXTEND ACROSS EXISTING ALLEY SOD (±35 SF) 3 POTF NOTE: 1.SOD LOCATED WITHIN RIGHT OF WAY TO BE OMITTED FROM WATER BUDGET CALCULATION PENDING VARIANCE APPROVAL FROM DIRECTOR OF UTILITIES AND ENVIRONMENTAL INITIATIVE. 2.FIELD ADJUST LAYOUT OF PROPOSED PLANT MATERIAL LOCATED ADJACENT TO HEAT PUMPS. 3.LANDSCAPE ARCHITECT SHALL APPROVE PLANT LAYOUT PRIOR TO INSTALLATION. 4.PROPOSED WALKWAYS WITHIN DRIPLINE OF EXISTING TREES SHALL BE FLOATING OR ABOVE GRADE AND SHALL CONNECT WITH W HALLAM BIKEWAY PROJECT. I have complied with the criteria of the Water Efficient Landscaping Standards and applied them for the efficient use of water in the landscape design plan. _______________________________ Brett Krudener, ASLA SOD (±40 SF) 5 IRTB 4 VINM 3 PICP MULCH (±280 SF) SOD (±500) 9 VINM 11 IRIS 15 VINM 4 VINM BUILDING A BUILDING B 5 HESM BUILDING C 24" HISTORICAL ARCHITECTURE OFFSET 24" HISTORICAL ARCHITECTURE OFFSET SOD (±50 SF) 9 AJUR 18 AJUR 14 AJUR HYDROZONES: ZONE 1 - ZONE 2 - ZONE 3 - 1 POPT Reviewed and Approved for Water Efficient Landscape Standards rickma 08/23/2018 Approved by Parks Department davidr 11/21/2019 10/07/2019 LANDSCAPE AND HARDSCAPE DETAILS L-400 DATE: DRAWN BY:CHECKED BY: ISSUE: HISTORY: BAK SHEET TITLE: 834 W HALLAM FOR PLANNING PURPOSES ONLY, NOT FOR CONSTRUCTION 03-30-2018 ADDRESS: 834 W HALLAM ASPEN, CO 81611 PARCEL # 273512304002 PSR DATE ISSUE STAMP PER DISCIPLINE PITKIN COUNTY STAMPS 04-24-2017 05-09-2017 09-22-2017 11-20-2017 02-08-2018 03-30-2018 08-10-2018 DD COORDINATION SET CD COORDINATION SET CD COORDINATION SET SUBMITTAL SET SUBMITTAL SET SUBMITTAL SET HYDROZONE KEY 4" 4" MI N . PE R M A N F . NOTES: 1.FINAL COLOR SELECTION TO BE APPROVED BY OWNER'S REP OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION AND SHALL MEET ALL REQUIREMENTS SET FORTH BY THE CITY OF ASPEN. 2.ALL JOINTS ARE TO BE OF EQUAL WIDTH. MORTAR SETTING BED 4" CONCRETE BASE 4" MIN. COMPACTED AGGREGATE BASE 95% COMPACTED SUBGRADE REBAR REINFORCEMENT, 18" O.C. EACH WAY, TYP. CONCRETE PAVING DETAIL; RE: DETAIL 1/L-400 6" REBAR DOWEL HANOVER ARCHITECTURAL PRODUCTS TRADITIONAL PREST PAVERS RADIAL PATTERN PAVER SPECIFICATIONS: MANF: HANOVER ARCHITECTURAL PRODUCTS PRODUCT:TRADITIONAL PREST SQUARE EDGE BRICK COLOR:QUARRY RED, TAN SIZE:4" X 8" X 2 3/8" FINISH:TUMBLED PER MANUFACTURER PER PLAN NOTES: 1.SEE GENERAL NOTES FOR ADDITIONAL PLANTING REQUIREMENTS. 2.SEE GENERAL NOTES FOR ADDITIONAL PLANTING REQUIREMENTS. 3.VERIFY NECESSITY OF PLANT STAKING PRIOR TO INSTALLATION. 4.PLUMB AND ORIENT PLANTS FOR BEST APPEARANCE. 5.AFTER PLANT IS SET IN PLANTING HOLE, CUT AWAY AND REMOVE ALL WIRE AND OTHER RESTRAINING MATERIAL. FOLD BURLAP BACK 2 3, SCORE ROOTBALL, AND PIT WALLS. REMOVE PLASTIC ENTIRELY. 6.SCARIFY PIT WALLS. 7.MULCH SHALL NOT BE PLACED AGAINST TRUNK OF TREE. DO NOT DAMAGE OR PRUNE LEADER 3X BALL DIA. TREE WRAP TO SECOND SCAFFOLD BRANCH AND FASTEN AT TO AND BOTTOM. OVERLAP 50%, LAP ENDS DOWN TOP OF ROOTBALL 1" ABOVE FINISH GRADE FINISH GRADE 4" DEPTH MULCH SOIL SAUCER - 4" HIGH TO HOLD MULCH PLANT PIT BACKFILL UNDISTURBED SUBGRADE TOP OF ROOTBALL 1" ABOVE FINISH GRADE FINISH GRADE 4" DEPTH MULCH SOIL SAUCER - 4" HIGH TO HOLD MULCH PLANT PIT BACKFILL UNDISTURBED SUBGRADE NOTES 1.SEE GENERAL NOTES FOR ADDITIONAL PLANTING REQUIREMENTS. 2.VERIFY NECESSITY OF PLANT STAKING PRIOR TO INSTALLATION. 3.PLUMB AND ORIENT PLANTS FOR BEST APPEARANCE. 4.AFTER PLANT IS SET IN PLANTING HOLE, CUT AWAY & REMOVE ALL WIRE AND OTHER RESTRAINING MATERIAL. FOLD BURLAP BACK 2/3 SCORE ROOTBALL & PIT WALLS. REMOVE PLASTIC ENTIRELY. 5.SCARIFY PIT WALLS. 6.MULCH SHALL NOT BE PLACED AGAINST TRUNK OF TREE. 3X BALL DIA. NOTES: 1.SEE GENERAL NOTES FOR ADDITIONAL PLANTING REQUIREMENTS. 2.PLUMB AND ORIENT PLANTS FOR BEST APPEARANCE. 3.REMOVE CONTAINER AND OTHER RESTRAINING MATERIAL. 4.SCORE ROOTBALL AND PIT WALLS TO ENCOURAGE NEW GROWTH. 5.MULCH SHALL NOT BE PLACED AGAINST STEM OF PLANT. 1' 4" PERENNIAL, TYP. LOCATE TOP OF STEM AT FINISH GRADE, TYP. FINISH GRADE 4" DEPTH MULCH PLANT PIT BACKFILL NOTES: 1.SEE GENERAL NOTES FOR ADDITIONAL PLANTING REQUIREMENTS. 2.PLUMB AND ORIENT PLANTS FOR BEST APPEARANCE. 3.REMOVE CONTAINER AND OTHER RESTRAINING MATERIAL. 4.SCORE ROOTBALL AND PIT WALLS TO PROMOTE NEW GROWTH. 5.MULCH SHALL NOT BE PLACED AGAINST STEM OF PLANT. TOP OF ROOTBALL 1" ABOVE FINISH GRADE FINISH GRADE 4" DEPTH MULCH SOIL SAUCER - 4" HIGH TO HOLD MULCH PLANT PIT BACKFILL UNDISTURBED SUBGRADE 3X BALL DIA. 2 L-400 SCALE:1" = 1'-0" MORTAR SET BRICK PAVING DETAIL1 L400 SCALE:1" = 1'-0" CONCRETE PAVING DETAIL 4" 4" MI N . FINISH GRADE 2" MIN NOTE: 1.CONCRETE SIDEWALK SHALL HAVE BROOM SWEPT FINISH. 2.FINAL COLOR SELECTION TO BE APPROVED BY OWNER'S REP OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION AND SHALL MEET ALL REQUIREMENTS SET FORTH BY THE CITY OF ASPEN. 3.PROVIDE MIN. 2% CROSS SLOPE ON ALL PAVED SURFACES FOR POSITIVE DRAINAGE. 4.CONSTRUCT EXPANSION JOINTS WHERE SIDEWALKS MEET ANY CRUB, STEPS, WALLS, OR FIXED SLABS. 5.SEE PLAN FOR WIDTH OF WALKWAY. 4" MIN. CONCRETE PAVING WITH TURNDOWN EDGE 4" COMPACTED AGGREGATE BASE 95% COMPACTED SUBGRADE REBAR REINFORCEMENT, 18" O.C. EACH WAY, TYP. 6" 3 L-400 SAND SET BRICK PAVING DETAIL 6 L-400 SCALE:1/2" = 1'-0" TYPICAL DECIDUOUS TREE PLANTING DETAIL5 L-400 SCALE:1/2" = 1'-0" TYPICAL EVERGREEN TREE PLANTING DETAIL 7 L-400 SCALE:3/4" = 1'-0" TYPICAL SHRUB PLANTING DETAIL 8 L-400 SCALE:3/4" = 1'-0" TYPICAL PERENNIAL PLANTING DETAIL 4 L-400 SCALE:1/2" = 1'-0" GRAVEL WITH STEEL EDGER DETAIL SCALE:1" = 1'-0" 6" 6" MI N . 2" M I N . O R AS R E Q U I R E D FINISH GRADE 6" COMPACTED AGGREGATE BASE 95% COMPACTED SUBGRADE 2" MIN. AGGREGATE SURFACE NOTES: 1.FINAL COLOR SELECTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER PRIOR TO CONSTRUCTION. 2.HEAVY DUTY STEEL EDGING TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. HEAVY DUTY STEEL EDGING AGGREGATE SURFACE PLANTING BED SECTION A-A' PLAN A A' CURV-RITE HEAVY DUTY STEEL EDGING 2" 4" MI N . FINISH GRADE PE R M A N F . 6" COMPACTED AGGREGATE BASE - 4" DEPTH 95% COMPACTED SUBGRADE NOTE: 1.FINAL COLOR SELECTION TO BE APPROVED BY OWNER'S REP OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION AND SHALL MEET ALL REQUIREMENTS SET FORTH BY THE CITY OF ASPEN. 2.ALL JOINTS SHALL BE HAND TIGHT BUTT JOINT. 3.ALL JOINTS SHALL SAND SWEPT. GEOTEXTILE FILTER FABRIC 2" DEPTH SAND SETTING BED SAND SWEPT JOINT, TYP. PER MANUFACTURER PER PLAN HANOVER ARCHITECTURAL PRODUCTS TRADITIONAL PREST PAVERS ENTRY WALKWAY PAVER SPECIFICATIONS: MANF: HANOVER ARCHITECTURAL PRODUCTS PRODUCT:TRADITIONAL PREST SQUARE EDGE BRICK COLOR:QUARRY RED SIZE:4" X 8" X 2 3/8" FINISH:TUMBLED Reviewed and Approved for Water Efficient Landscape Standards rickma 08/23/2018 Approved by Parks Department davidr 11/21/2019 10/07/2019 SPECIFICATIONS L-500 DATE: DRAWN BY:CHECKED BY: ISSUE: HISTORY: BAK SHEET TITLE: 834 W HALLAM FOR PLANNING PURPOSES ONLY, NOT FOR CONSTRUCTION 03-30-2018 ADDRESS: 834 W HALLAM ASPEN, CO 81611 PARCEL # 273512304002 PSR DATE ISSUE STAMP PER DISCIPLINE PITKIN COUNTY STAMPS 04-24-2017 05-09-2017 09-22-2017 11-20-2017 02-08-2018 03-30-2018 08-10-2018 DD COORDINATION SET CD COORDINATION SET CD COORDINATION SET SUBMITTAL SET SUBMITTAL SET SUBMITTAL SET HYDROZONE KEY IV. GRADING & DRAINAGE 1.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 OF WORK. 4.CONTRACTOR SHALL VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY OWNER'S REPRESENTATIVE OF DISCREPANCIES. 5.REFER TO THE CIVIL ENGINEER PLANS FOR SUB-DRAIN SYSTEM, INVERT ELEVATIONS, DRAINAGE STRUCTURES AND PRECISE GRADING. 6.REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DRAINAGE INFORMATION. LANDSCAPE ARCHITECT TO SELECT ALL DRAIN 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 WHILE MAINTAINING GENERAL DESIGN INTENT. 8.TOP OF WALL ELEVATIONS SHALL BE ADJUSTED IN THE FIELD BY THE LANDSCAPE ARCHITECT AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 9.STRIPPING AND STOCKPILING OF INDIGENOUS SOIL (TOPSOIL) SHALL BE REQUIRED DURING CONSTRUCTION (EXCEPT AS WAIVED BY THE CITY OF ASPEN). STOCKPILING MAY NOT OCCUR ON EXISTING NATIVE VEGETATION OUTSIDE OF THE DISTURBANCE AREA. 10.ALL SOILS SHALL BE DEVOID OF HERBICIDES, HEAVY METALS, BIOLOGICAL TOXINS OR HYDROCARBONS THAT MAY IMPACT PLANT GROWTH OR EXCEED THE EPA'S STANDARDS FOR SOIL CONTAMINANT. 11.ALL REQUIRED FILL SHALL BE COMPACTED PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS TO PREVENT FUTURE SETTLING AND MAINTAIN STRUCTURAL STABILITY. ALL IMPORT FILL SHOULD BE FREE FROM NOXIOUS WEEDS AND CHEMICAL CONTAMINATES AND SHALL BE TESTED FOR AGRICULTURAL STABILITY PRIOR TO DELIVERY TO SITE. 12.ALL AREAS TO RECEIVE PLANTING SHALL BE ROUGH SHAPED TO ELEVATIONS SHOWN ON PLANS AND DETAILS PRIOR TO COMMENCEMENT OF ANY PLANTING AND IRRIGATION WORK UNDER THIS CONTRACT. CONTRACTOR WILL BE REQUIRED TO PERFORM FINISH GRADING FOR PROPER ROCK PLACEMENT, MOUNDING OR REPAIR WORK RESULTING FROM WORK PERFORMED UNDER THIS CONTRACT. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND PROPER SURFACE DRAINAGE IN ALL AREAS. FINE GRADING SHALL BE COMPLETED AS INDICATED BY CONTOURS AND SPOT ELEVATIONS. PROPOSED ELEVATIONS SHOWN ARE FINISHED GRADE. FINAL GRADES SHALL BE TO WITHIN 2/10THS OF THOSE INDICATED ON GRADING PLAN. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL HARDSCAPE AREAS DAMAGED DURING CONSTRUCTION. 15.ALL EXISTING DRAINAGE STRUCTURES SHALL BE PROTECTED AND MAINTAINED DURING CONSTRUCTION. 16.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. 17.SURFACE DRAINAGE SHALL BE DIRECTED AWAY FROM ADJACENT PROPERTIES. 18.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 ELEVATION AND PROVIDE POSITIVE DRAINAGE AWAY FROM ARCHITECTURE. 19.CONNECT ALL ROOF GUTTER DOWN SPOUTS TO STORM DRAINAGE SYSTEM. SEE ARCHITECTURAL PLANS FOR LOCATIONS. 20.OUTDOOR SHOWERS, POOLS, SPA, AND FOUNTAINS TO BE TIED INTO SEWER SYSTEM. 21.ALL PROPOSED GRADING SHALL REMAIN CLEAR OF DRIP LINE OF ALL EXISTING TREES TO REMAIN. 22.CONTRACTOR SHALL INSTALL EROSION CONTROL SILT FENCE AROUND PROJECT ENVELOPE PRIOR TO CONSTRUCTION. 23.ALL DISTURBED AREAS SHALL BE RE-VEGETATED OR STABILIZED WITH APPROPRIATE NATIVE PLANT MATERIAL OR MULCH PER PLAN. I. GENERAL NOTES 1.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 BE INSTALLED BY ALL OTHER CONTRACTORS. 3.EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS/HER EMPLOYEES USE ON SITE, TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED, AND FOR REVIEWS BY MUNICIPALITY OFFICIALS FOR INSPECTIONS. 4.ALL CONTRACTORS AND TRADES ARE RESPONSIBLE FOR OBTAINING ANY AND ALL NECESSARY PERMITS AND INSPECTIONS PRIOR TO CONSTRUCTION AS REQUIRED BY LOCAL PLANNING, ZONING, BUILDING CODE OR ANY OTHER APPLICABLE AUTHORITY. 5.STAN CLAUSON ASSOCIATES INC., THE OWNER AND/OR THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY SITE CONDITIONS WHICH MAY NECESSITATE MODIFICATION TO THE PLAN. THE OWNER OR OWNER'S REPRESENTATIVE SHALL MAKE 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.CONTRACTOR SHALL ADHERE TO AND/OR ACCOMMODATE ALL NECESSARY SITE INSPECTIONS RELATED TO ONSITE CONSTRUCTION. 6.BEFORE COMMENCING ANY WORK CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL UTILITIES, SUB-SURFACE DRAINAGE, AND UNDERGROUND CONSTRUCTION SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DISTURB. 7.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 SHALL MAKE CONTACT WITH PROPER AUTHORITIES BEFORE AND DURING THIS WORK SO AS TO COMPLY WITH ALL REGULATIONS AND ORDINANCES. 8.CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE CAUSED DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT THEIR OWN EXPENSE. ANY NECESSARY REPAIRS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. 9.CONTRACTOR SHALL VERIFY ALL EXISTING TREE CONDITIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO THEIR REMOVAL. 10.CONTRACTOR SHALL INSTALL AND MAINTAIN TREE PROTECTION FENCE THROUGHOUT CONSTRUCTION. TREE PROTECTION FENCE SHALL BE LOCATED AROUND THE DRIP LINE OF ALL TREES AND NATURAL AREAS TO REMAIN. 11.CONTRACTOR SHALL STAKE ALL WORK TO BE CONSTRUCTED AND OBTAIN APPROVAL FROM THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED WITH THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 12.ALL CONSTRUCTION FOR ALL TRADES SHALL CONFORM TO OR EXCEED THE PRODUCT MANUFACTURER'S RECOMMENDATIONS, REGULATIONS OF THE COUNTY AND THE AMERICANS WITH DISABILITIES ACT, AS WELL AS ANY OTHER APPLICABLE NATIONAL, STATE, AND/OR LOCAL CODES AND ANY OTHER GOVERNING AUTHORITIES. 13.CONTRACTOR ACCESS FOR CONSTRUCTION SHALL BE AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. 14.CONTRACTOR SHALL PROTECT THE GENERAL PUBLIC FROM CONSTRUCTION AREAS THROUGHOUT CONSTRUCTION. 15.ANY DEVIATION FROM THESE PLANS MUST BE SPECIFICALLY APPROVED BY THE LANDSCAPE ARCHITECT AND THE OWNER OR OWNER'S REPRESENTATIVE. III.DEMOLITION NOTES 1.CONTRACTOR SHALL CONTACT LOCAL UTILITIES PRIOR TO CONSTRUCTION FOR INSTRUCTION ON SPECIFIC DEMOLITION PROCEDURES THAT MAY BE REQUIRED. 2.CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS OF FEDERAL, STATE, AND LOCAL REGULATORY AGENCIES WHICH MAY HAVE JURISDICTION. 3.STOCKPILE INDIGENOUS SOILS AS PER SOIL REPORT RESULTS. 4.ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATORY AGENCIES. 5.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL INFORMATION PROVIDED WITHIN THE DRAWINGS. CONTRACTOR SHALL PERFORM HIS/HER OWN ASSESSMENT AND ESTIMATE OF MATERIAL TO BE DEMOLISHED. ANY DISCREPANCIES FOUND SHOULD BE REPORTED TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK. 6.ALL UTILITIES INDICATED ARE APPROXIMATE AND ARE FOR ESTIMATING PURPOSES ONLY. EXACT LOCATIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. ALL UTILITIES SHALL BE LOCATED AND PROTECTED AS TO PREVENT POTENTIAL DAMAGE. ANY AND ALL DAMAGE OCCURRING DURING THE CONSTRUCTION PROCESS IS TO BE IMMEDIATELY REPORTED TO THE APPROPRIATE UTILITY AUTHORITY AND ALL REPAIRS SHALL BE MADE IN ACCORDANCE WITH THE RESPECTIVE AUTHORITY'S REQUIREMENTS. THE SAFE DEMOLITION AND REMOVAL OF UTILITIES, STRUCTURES AND EQUIPMENT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR 7.CONTRACTOR IS RESPONSIBLE FOR THE NOTIFICATION OF THE UTILITY AUTHORITY HAVING JURISDICTION OVER ANY EASEMENT IMPACTED BY WORK AND OBTAINING APPROVAL PRIOR TO BEGINNING. 8.REMOVAL OF ANY AND ALL MATERIALS INDICATED INCLUDES ALL MATERIALS ASSOCIATED WITH THAT ITEM INCLUDING SUBSURFACE MATERIAL, IF APPLICABLE, NOT NEEDED OR IN NEED OF REPLACEMENT. 9.PROPER CARE SHALL BE TAKEN WHEN WORKING WITHIN THE PROXIMITY OF EXISTING TREES TO REMAIN. PROPER TREE PROTECTION IN ACCORDANCE WITH LOCAL CODES SHALL BE INSTALLED PRIOR TO BEGINNING WORK AND SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 10.SOME TREES AND SHRUBS SCHEDULED FOR RELOCATION AND REUSE ON THE PROPERTY MAY NOT BE SALVAGEABLE DUE TO UNDERGROUND UTILITIES. CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE NOTIFICATION OF OWNER OR OWNER'S REPRESENTATIVE IN SUCH INSTANCES. 11.BARRIERS AND/OR FLAG MEN MAY BE REQUIRED FOR SAFETY. VERIFY REQUIREMENTS WITH THE OWNER FOR SUCH NEEDS PRIOR TO BEGINNING WORK. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL OF TRAFFIC CONTROL REQUIREMENTS FROM GOVERNING MUNICIPALITY. 12.THE OWNER SHALL BE NOTIFIED AS TO THE TIMING OF WORK SO THAT PROPER SECURITY NOTIFICATION CAN BE MADE. V.LAYOUT NOTES 1.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 GROUND UTILITIES. CONTRACTOR TO CONFIRM UTILITY ELEVATION PRIOR TO CONSTRUCTION. ANY EXISTING UTILITY CONFLICTS WITH SITE IMPROVEMENTS TO BE REPORTED TO OWNER, OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AS STATED IN THE GENERAL NOTES. 3.ALL SITE IMPROVEMENTS REPRESENTED IN THE DRAWINGS SHALL BE STAKED AND REVIEWED WITH THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES TO BE REPORTED TO THE OWNER, OWNER'S REPRESENTATIVE, 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 OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. II.GENERAL DISTURBANCE NOTES 1.SILT FENCE OR OTHER SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION ACTIVITIES. 2.TEMPORARY CONSTRUCTION ENTRANCE SHALL BE INSTALLED AFTER SILT FENCE AND PRIOR TO ALL OTHER CONSTRUCTION ACTIVITIES. 3.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE ROUTINELY INSPECTED BY THE CONTRACTOR, INCLUDING WITHIN 24 HOURS OF THE END OF A STORM EVENT TO INSURE INTEGRITY. DAMAGED OR INEFFICIENT DEVICE MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL. 4.CONTRACTOR TO PROVIDE SILT FENCE AND/OR OTHER EROSION CONTROL DEVICES, AS MAY BE REQUIRED, DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE GRADED AND STABILIZED IMMEDIATELY AFTER UTILITY INSTALLATION. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS 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 ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL 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 PAVED SURFACES FROM CONSTRUCTION AREAS. THE CONTRACTOR SHOULD REMOVE MUD/SOIL DAILY FROM PAVED SURFACES AS REQUIRED. 7.ALL WATERS OF THE STATE (WOS) ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA 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 AS STOCKPILES OF FRESHLY TREATED LUMBER), AS WELL AS, FUELS, OILS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORMWATER MUST BE CONTAINED AND PROPERLY STORED IN AN EFFORT TO PREVENT FROM BECOMING A POLLUTANT SOURCE IN STORMWATER DISCHARGES. 9.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK 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-MOVING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. VII.LIGHTING NOTES 1.LIGHTING PLAN IS DIAGRAMMATIC AND EXACT LIGHT FIXTURE LOCATIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT, 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 MUST COMPLY 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 LANDSCAPE ARCHITECT, OWNER, OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6.CONTRACTOR SHALL COORDINATE, STAKE AND FLAG ALL LOCATIONS WHERE ELECTRICAL CONDUIT OR SLEEVING MAY BE REQUIRED BENEATH EXISTING OR PROPOSED HARDSCAPE SURFACES. 7.ALL FIXTURES PER MODELS SPECIFIED UNLESS AN APPROVED EQUAL IS REQUESTED FROM THE LANDSCAPE ARCHITECT. VI.CONSTRUCTION NOTES 1.ALL DETAILS AND ELEVATIONS ARE INTENDED TO DESCRIBE DESIGN INTENT ONLY. ALL CONTRACTORS AND TRADES TO PRODUCE 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'S REPRESENTATIVE OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 3.TOPOGRAPHY MAY REQUIRE ADJUSTMENT OF FINAL SPOT ELEVATIONS FOR PROPOSED VERTICAL CONSTRUCTION ELEMENTS. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT AND OWNER OR OWNER'S REPRESENTATIVE 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 ANY DAMAGE THAT MAY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. 7.'IN-FIELD ADJUSTMENTS' NECESSARY TO MAINTAIN DESIGN INTENT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND 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 BE APPROVED BY LANDSCAPE ARCHITECT AND OWNER OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION UNLESS OTHERWISE SPECIFIED. ALL CUTS SHALL BE EVEN. SAND FOUR SIDES AND FILL IMPERFECTIONS, COUNTERSINKS AND NAIL HOLES TO ASSURE EVEN FINISH. 11.CONTRACTOR SHALL VERIFY ALL WOOD MEMBERS FOR APPROPRIATE SIZE, SPACING, ATTACHMENTS AND STRUCTURAL STABILITY PRIOR TO CONSTRUCTION. CONTRACTOR TO REPORT ANY DISCREPANCIES TO OWNER, OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 12.ALL CONNECTORS, UNLESS OTHERWISE SPECIFIED, SHALL BE STAINLESS STEEL. 13.ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED. IIX.SOIL PREPARATION AND FERTILIZER NOTES 1.ORGANIC MATERIAL FOR SOIL PREPARATION FOR SEEDING, SODDING AND PLANT PIT BACKFILL SHALL BE PLANT-BASED CLASS I OR CLASS II COMPOST. 2.ALL SOIL MUST BE SANDY LOAM WITH A MINIMUM AMENDMENT DEPTH OF 6" FOR GRASSES, SHRUBS, PERENNIALS, AND ANNUALS WITH AT LEAST 5% ORGANIC MATTER BY VOLUME. 3.CONTRACTOR SHALL SUBMIT A TOPSOIL SAMPLE FROM THE PROJECT SITE TO COLORADO STATE EXTENSION- SOIL, WATER AND PLANT TESTING LAB. THE ROUTINE GARDEN AND LANDSCAPE SOIL TEST SHOULD BE SUFFICIENT UNLESS A SPECIAL PROBLEM IS SUSPECTED. THIS REPORT SHALL BE AVAILABLE THROUGHOUT THE CONSTRUCTION PROCESS AND FOR VERIFICATION AT THE TIME OF PRE INSTALLATION INSPECTION. 4.FERTILIZER COMPOSITION SHALL BE BASED ON SOILS TEST RECOMMENDATIONS. 5.APPLICATION RATES SHALL BE BASED ON SOILS TEST RECOMMENDATIONS. 6.CONTRACTOR SHALL PROVIDE SAMPLE AND WRITTEN CONFIRMATION OF ORGANIC MATERIAL FROM SUPPLIER, INCLUDING PERCENT ORGANIC MATTER, SALTS AND NUTRIENT COMPOSITION. 7.SITE SHALL BE FREE OF ROCKS AND DEBRIS OVER ONE INCH (1") DIAMETER IN SIZE. ROCKS AND DEBRIS 0.5 INCH (0.5") TO ONE INCH (1") SHALL NOT EXCEED 5 PERCENT (5%) BY VOLUME AND GRAVEL 0.6 INCH (0.6") TO 1.25 INCHES (1.25") SHALL NOT EXCEED 5 PERCENT (5%) BY VOLUME. PARTICLES SUCH AS CONCRETE, BRICK, GLASS, METAL, WOOD OR PLASTIC GRATER THAN ONE INCH (1") SHALL NOT BE ALLOWED. 8.THE SITE SHALL BE FREE OF DIRT CLODS OVER THREE-QUARTER INCH (3/4") DIAMETER IN SIZE. 9.UPON ACCEPTANCE OF SITE GRADING BY THE LANDSCAPE ARCHITECT, THE ORGANIC MATERIAL SHALL BE SPREAD OVER ALL AREAS DESIGNATED FOR NATIVE SEEDING, SODDING AND LANDSCAPE AREAS. EVENLY APPLY AND IMMEDIATELY INCORPORATE MATERIALS INTO THE TOPSOIL BY MEANS OF A DISC HARROW OR OTHER APPROVED METHOD TO A DEPTH OF THREE (3) INCHES. 10.FINISHED GRADING AND PREPARATION OF THE SEEDING AREAS SHALL BE ACHIEVED BY FINE RAKING UNTIL THE SURFACE IS SMOOTH, FRIABLE, AND OF A UNIFORM FINE TEXTURE AND COMPACTION HAVING NO LUMPS OR STONES OVER ONE (1) INCH. NO SEED OR PLANT MATERIAL SHALL BE INSTALLED ON ANY AREA WHICH HAS NOT BEEN PREPARED. OBTAIN THE LANDSCAPE ARCHITECTS ACCEPTANCE OF PREPARED AREAS PRIOR TO PROCEEDING. 11.ORGANIC MATERIAL SHALL BE SPREAD NO MORE THAN FIVE (5) DAYS BEFORE SEEDING. 12.MAINTENANCE PERIOD: SHALL BEGIN IMMEDIATELY AFTER SITE PREPARATION OF EACH AREA AND SHALL CONTINUE IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 12.1.PROTECT PREPARED AREAS FROM EROSION AND TRAFFIC; REPAIR AND REESTABLISH GRADES AND REAPPLY SOIL AMENDMENTS IN SETTLED OR DAMAGED AREAS. 12.2.FINE GRADING SHALL BE DONE BEFORE PLANTING. 12.3.FOR GROUND SURFACE AREAS SURROUNDING BUILDINGS TO BE LANDSCAPED, MAINTAIN REQUIRED POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ESTABLISH FINISHED GRADES TO WITHIN (0.10) FOOT OF GRADES AS SHOWN IN DRAWINGS. 12.4.NOXIOUS WEEDS OR PARTS THEREOF SHALL NOT BE PRESENT IN THE SURFACE GRADE PRIOR TO, AND DURING OR AFTER THE COURSE OF LANDSCAPING. 13.GUARANTEE: 13.1.UPON COMPLETION OF SOIL PREPARATION WORK, THE CONTRACTOR SHALL GUARANTEE THAT NO ROCK, CONCRETE, CONSTRUCTION MATERIALS OR OTHER RUBBLE LIE WITHIN THE PREPARED AREAS. 13.2.CONTRACTOR SHALL ALSO GUARANTEE AGAINST SETTLEMENT FOR ONE FULL YEAR AFTER FINAL ACCEPTANCE. ANY CORRECTIONS REQUIRED TO MEET THIS SPECIFICATION, INCLUDING REPAIR/ REPLACEMENT OF SEED SHALL BE THE CONTRACTOR'S EXPENSE. IX. PLANTING NOTES 1.CONTRACTOR IS RESPONSIBLE FOR INSPECTION OF EXISTING CONDITIONS AND PROMPTLY REPORTING ANY DISCREPANCIES OR CONFLICTS WITH PLANTING AREAS TO HE OWNER, OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. 2.CONTRACTOR IS RESPONSIBLE FOR LOCATING ANY EXISTING UTILITIES, ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION, 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 TIME BID/PROPOSAL IS SUBMITTED. 7.PLANT SCHEDULE IS FOR ESTIMATING PURPOSES ONLY. CONTRACTOR SHALL CONFIRM QUANTITY TAKEOFFS AND PROMPTLY REPORT ANY DISCREPANCIES WHICH MAY AFFECT BIDDING TO THE LANDSCAPE ARCHITECT AND OWNER OR OWNER'S REPRESENTATIVE. 8.GALLON SIZES ARE FOR PRICING PURPOSES ONLY. PLANT MATERIAL MUST MEET OR EXCEED HEIGHTS AND WIDTHS SPECIFIED WITHIN THE PLANT SCHEDULE. 9.BALLED AND BURLAPPED AND CONTAINER GROWN MAY BE FREELY SUBSTITUTED WITH OTHER SPECIFICATIONS REMAINING UNCHANGED. 10.INSTALL ALL PLANTING PER THE PLANTING DETAILS. PLANTING MATERIAL SHALL BE INSPECTED ON SITE BY THE LANDSCAPE ARCHITECT AND ANY UNACCEPTABLE STOCK SHALL BE IMMEDIATELY REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 11.TREE SOIL MUST BE A SANDY LOAM AND 36" DEEP FOR AREAS WHERE TREES ARE TO BE PLANTED. THE TOTAL SOIL DEPTH SHALL HAVE AT LEAST ONE TO THREE PERCENT (1-3%) ORGANIC MATTER BY VOLUME. IN GOOD EXISTING SOILS, DIG AND TURN THE SOILS TO THREE TIMES THE DIMENSION OF THE ROOT BALL. HARD OR COMPACTED SUB SOIL OR LOWER SOIL LAYERS SHOULD BE BROKEN UP TO CREATE ADEQUATE DRAINAGE AND AVOID TRAPPING WATER CREATING SATURATED AND ANAEROBIC CONDITIONS IN THE UPPER SOIL LAYER. 12.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. 13.ANY LAWN AREAS THAT DO NOT SHOW SATISFACTORY GROWTH WITHIN 21 DAYS AFTER PLANTING SHALL BE RE-PLANTED AND RE-FERTILIZED UNTIL A SATISFACTORY LAWN IS ESTABLISHED. THE LAWN SHALL BE CONSIDERED ESTABLISHED WHEN IT IS REASONABLY FREE FROM WEED GROWTH, GREEN IN APPEARANCE AND THE SPECIFIED GRASS IS VIGOROUS AND AND GROWING WELL ON EACH SQ. FT. OF LAWN AREA. 14.CONTRACTOR SHALL PROVIDE AUTOMATIC IRRIGATION SYSTEM AS REQUIRED, COMPLETE AND INSTALLED. 100% COVERAGE SHALL BE PROVIDED FOR ALL NEW PLANTINGS. 15.CONTRACTOR SHALL SUBMIT IRRIGATION PLAN FOR APPROVAL BY LANDSCAPE ARCHITECT AND OWNER OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 16.CONTRACTOR SHALL GUARANTEE AND REPLACE AS NECESSARY ALL PLANT MATERIAL FOR ONE YEAR FROM DATE OF INSTALLATION. 17.FINAL APPROVAL & ACCEPTANCE WILL BE GIVEN IN WRITING BY THE LANDSCAPE ARCHITECT FOLLOWING A FINAL ACCEPTANCE INSPECTION. THE LANDSCAPE ARCHITECT RESERVES THE OPTION TO EXTEND THE MAINTENANCE IF HE DETERMINES THAT IS REQUIRED BY CONTRACT. X. MULCHING NOTES 1.ALL SEEDED AREAS TO BE MULCHED WITH STRAWNET PELLETIZED STRAW MULCH AT A RATE OF 100 LBS. PER 1,000 SF. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. 2.ALL LANDSCAPE BEDS TO BE MULCHED WITH MATERIAL TO MATCH ANY EXISTING MULCH ONSITE. OTHERWISE, A NATURAL COLORED SITE PEP SHALL BE USED. 3.UPON COMPLETION OF ALL SEEDING AND MULCHING OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE TO REVIEW THE WORK. IF ALL WORK IS ACCEPTABLE, THE LANDSCAPE ARCHITECT SHALL ISSUE A “FINAL ACCEPTANCE FOR SEED WORK” AT WHICH POINT THE MAINTENANCE PERIOD WILL BEGIN. THE CONTRACTOR SHALL BE OBLIGATED TO PROVIDE A MAINTENANCE SCHEDULE FOR THE NATIVE SEED AREAS. A RETAINAGE OF 30% OF THE VALUE OF THE SEEDING OPERATIONS WILL BE HELD UNTIL THE END OF THE MAINTENANCE PERIOD WHICH IS ONE YEAR AFTER FINAL ACCEPTANCE. 3.1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL NOXIOUS WEEDS WITHIN THE SEEDED AREAS FOR THE DURATION OF THE MAINTENANCE PERIOD. WEED INFESTATIONS SHALL BE TREATED IN ACCORDANCE WITH CDOT SPECIFICATION SECTION 217, AND AS DIRECTED BY THE LA, AND SHALL BE CONSIDERED INCIDENTAL TO THE WORK. 3.2.NATIVE SEED AREAS SHALL HAVE A MINIMUM OF 70 PERCENT COVERAGE OF SUCCESSFULLY GERMINATED SEED PRIOR TO FINAL ACCEPTANCE. 70 PERCENT COVERAGE WILL BE MEASURED WITHIN SELECTED TEST PLOTS MEASURING 10'X10'. WEEDS SHALL ENCOMPASS LESS THAN 1% OF THE TOTAL TEST AREA. ANY AREAS WITH LESS THAN 70% COVERAGE OR MORE THAN 1% WEED INFESTATION SHALL BE RESEEDED AT NO ADDITIONAL COST TO THE PROJECT. RETAINAGE MAY BE WITHHELD IF THE CONTRACTOR FAILS TO MEET THE ABOVE STANDARDS. Reviewed and Approved for Water Efficient Landscape Standards rickma 08/23/2018 10/07/2019