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HomeMy WebLinkAbout828-8431 I I 1 1 1 I 1 I I I I L- 1 1 I 1 1 I 1 1 I 1 I I 1 1 I 1 1 I I 1 I 1 1 I 1 1 I 1 1 I 1 EXISTING GRAVEL PAVING/ 1 TRASH i .. _C 'CLING. PARKING 'PACES —e, ira 1 LIMITS OF SUBGRADE PARKING ---------------1 ' LIM OFT t� 'N,`3 SUBGRADE �� PARKING ELEVATOR----,- ITS OUSIN S. GAR ISCH STREET 311 EAST MAIN STREET CARBONDALE, COLORADO 81623 (T) 970/963 6520 0 15 20 40 (F) 970/963 6522 NORTH I 10 3wjww 641011119 7 7 ----------------- -- -----� 1 .......,,, I`, RETAINING LIMITS OF y WALL I `�., t� 'N,`3 Poss Architecture + Planning �� ' < Y� < 605 East Main Street Aspen, CO 81611 x :� ` ti; � , ' 311 EAST MAIN STREET CARBONDALE, COLORADO 81623 (T) 970/963 6520 0 15 20 40 (F) 970/963 6522 NORTH I 10 3wjww 641011119 7 7 ----------------- -- -----� 1 .......,,, I`, RETAINING LIMITS OF y WALL I RETAINING WALLS GRADE PLAN SHEET 44 HEREOF FOR BUILDING DIMENSIONS 3) SEE EXHIBIT D OF ORDINANCE NO. 23 (SERIES OF 2013) RECORDED AS RECEPTION NUMBER 606010 FOR APPROVED DIMENSIONAL REQUIREMENTS. 3) CHANGES MAY RESULT AS A PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS DEPARTMENT, AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND APPROVALS SOUTH ASPEN STREET PUD / SUBDIVISION -AMENDMENT ASPEN, COLORADO OVERALL AMENDMENT PLAN 4 APRIL 25, 2014 of 61 90 `�., �� ' < Y� < X^� x :� ` ti; � , ' ', SUBGRADE '; ^`X' '% PARKING 1 ,` ;, ' ;,✓ ',C rte. "�r`-_. .� ��;.,ti .�, � �. .j X`i n dam"" ' / c ,' � i'�X �� X /\r.' /.xC,�u��' � �X. ...,.,.,p, {'€ �,r�,v�fs'"�*+! IE�'�`�z,+? �'M��'zx'v,`4�'� �• T , : I,_' LUg / I , / r > nx 1 111\,tgg I ni%k / Y u '' ` Y Y , / 1 '/ N N,' i y v ` AN' / .T l r� ABOVE GRADE i DECK WITH RAILING DETACHED \`; a RETAINING ' 1 CONCRETE WALL'` SIDEWALK I + _ MATERIALS LEGEND JUAN\ STREET CONCRETE PAVING HOUSING ASPHALT PAVING CONCRETE CURB SPECIALTY PAVING T,B.D.) �/. PERVIOUS PAVING C't NOTES: 1) SEE SETBACKS EXHIBIT PLAN SHEET 10 HEREOF FOR PLAN DIMENSIONS 2) SEE OVERALL BUILDING HEIGHT -INTERPOLATED RETAINING WALLS GRADE PLAN SHEET 44 HEREOF FOR BUILDING DIMENSIONS 3) SEE EXHIBIT D OF ORDINANCE NO. 23 (SERIES OF 2013) RECORDED AS RECEPTION NUMBER 606010 FOR APPROVED DIMENSIONAL REQUIREMENTS. 3) CHANGES MAY RESULT AS A PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS DEPARTMENT, AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND APPROVALS SOUTH ASPEN STREET PUD / SUBDIVISION -AMENDMENT ASPEN, COLORADO OVERALL AMENDMENT PLAN 4 APRIL 25, 2014 of 61 90 GROUP 1 i I r J ULM-4 GROUP 2 EXISTING TREES TO BE REMOVED AEQ-1 AGC -1 SV -2 RT -2 VL -7 AEQ-1 RT -1 SV -1 AGC -1 TCG -4 PLANT LEGEND DECIDUOUS TREES EVERGREEN TREES EXISTING TREES TO REMAIN SHRUBS PERENNIALS TURF NATIVE SEED EXISTING TREES TO BE REMOVED MATERIALS LEGEND CONCRETE PAVING ASPHALT PAVING SPECIALTY PAVING (T.B.D.) PERVIOUS PAVING PLANT LIST: LOT 1 Key Quantity Botanic Name Common Name Min. Size AEQ 3 Acer p. 'Emerald Queen' Deborah Norway Maple 2.5" Cal. ULM 4 Ulmus sp. Elm Hybrid Species 2.5" Cal. TCG 4 Tilia cordata 'Greenspire' Littleleaf Linden 'Greenspire' 2.5" Cal. FPS 4 Fraxinus p. 'Summit' Summit Ash 2" Cal. MS 16 Malus 'Spring Snow' Spring Snow Crabapple 2.5" Gal. PT 24 Populus tremuloides Quaking Aspen 2" Cal.: SV 6 Syringa vulgaris Common Lilac 6' BB EVERGREEN TREES ...... ..._. . Key Quantity Botanic Name Common Name Main. Size PAR 1 10 1 Pinus aristata Brstlecone Pine 8' BB . . ...... ..... SHRUBS ....... Key Quantity Botanic Name Common Name Min. Size AGC 9 Acer g. 'Compacta' Dwarf Amur Maple 5 Gal, PL 3 Philadelphus lewisii Cheyenne Cheyenne Mockorange 5 Gal. PON 23 Physocarpus o. 'Nanus' Dwarf Ninebark 5 Gal. PM 64 Potentilla f 'McKays' White' McKays White Potentilla 5 Gal'. RT 20 Rhus trilobata Three leaf Sumac 5 Gal'. RW 6 Rosa woodsii Woods Rose 5 Gal. SMK 24 Syringa p. 'Miss Kim' Miss Kim Lilac 5 Gal. SF 67 Spiraea j. 'Froebeiii' Froebel Spirea 5 Gala SO 53 Symphoricarpos oreophilus Mountain Snowberry 5 Gal's VL 7 Viburnum lentago Nannyberry Viburnum 5 Gal. .... ..... PERENNIALS Key Quantity Botanic Name Common Name Min. Size AM Achillea 'Moonshine' MoonshineYarrow 1 Gal. Al Achiilea millefolium White Yarrow 1 Gal. AP Aster n -b 'Professor Kppenburg' Dwarf Blue Aster 1 Gal. CR Centranthus ruber Red Valerian 1 Gal', CMO Centaurea montana Bachelor Button 1 Gal. COL Coreopsis lanceo'lata Lance leaf Coreopsis 1 Gal. CVM Coreopsis v. 'Moonbeam' Moonbeam Coreopsis 'I Gal. EM Echincea p. 'Magnus' Purple Coneflower 1 Gal. EU Enogonum umbellatum Sulphur Flower 1 Gal'.. ES Edgeron speciosus Showy Fleabane 1 Gal'. GG Gaillardia x. g. 'Goblin' Blanket Flower 1 Gal'. GS Geranium sanguineum Bloody Cranesbill 1 Gal'. HA Helenium autumnale Sneezeweed 1 Gal'. HS Helictotrichon sempervirens Blue Av9ena Grass 1 Gal, IM Iris missouriensis Rocky Mounatin Iris 1 Gal. LA Leucanthemum x;s. 'Aglaia' Double Shasta Daisy 1 Gal_ LK Liatris s. 'Kobold' Kobold Gayfeather 1 Gal's LL Linum perenne v. lewisii Blue flax 1 Gal'. ML Mimulus lewisii Lewis Money Flower 1 Gal.. MR Mahonia repens Colorado Creeping Holly 1 Gal. MM Mirabilis multiflora Desert Four o'clock 1 Gal. MG Miscanthus s. 'Gracillimus' Maiden Grass 5 Gal. NF Nepeta faassenii Faassens Catmint 1 Gal, OM Oenothera macrocarpa Missouri Evening Primrose 1 Gal, OH Oryzopsis hymenoides Indian Rice Grass 1 Gal. PN Papaver croceum Iceland Poppy 1 Gal'. POA Papaver Oriental 'Allegro' Allegro Oriental Poppy 1 Gal'.. Pi Penstemon pinifolius Pine leaf Penstemon 1 Gal's PS Penstemon strictus Rocky Mountain Penstemon 1 Gal'. RC Ratibida columnifera Prairie Coneflower 1 Gal'. RG Rudbeckia f.s .'Goldstumn' Black Eyed Susan 1 Gal'. SA Sedum 'Autumn Joy' Autmn Jay Sedum 1 Gal', SD Sedum s. 'Dragon's Blood' Dragons Blood Stonecrop 4" pot SN Sal\ia n. 'May Night' May Night Salvia 1 Gal. SG Solidago 'Golden Baby` Golden Baby Goldenrod 1 Gal'. VS Veronica 'Sunny Border Blue' Speedwell 1 Gal_ ZG Z.innia grandiflora Paper Flower 1 Gal. GENERAL PLANTING NOTES 1. ALL PLANT MATERIAL TO BE APPROVED BY THE OWNER'S REP PRIOR TO INSTALLATION. 2. MAINTAIN POSITIVE DRAINAGE AWAY FROM WALLS, WALKS, BUILDINGS, AND OTHER STRUCTURES AT ALL TIMES. FINE GRADING SHALL BE APPROVED PRIOR TO SEEDING. 3. ALL TURF GRASS TO BE BLUEGRASS BLEND SOD. 4. INSTALL LANDSCAPE EDGER AT ALL" BED/GRASS BORDERS. 5. PLANTING STRIP IN SOUTH GARMISCH, JUAN AND SOUTH ASPEN STREETS TO HAVE A MINIMUM OF 30" DEPTH OF UNCOMPACTED, TOPSOIL. 6. SEE CIVIL PLANS FOR PROPOSED GRADES. 7. THE CONTRACTOR SHALL FINE GRADE ALL AREAS TO BE PLANTED. THE CONTRACTOR SHALL REMOVE REQUIRED DEPTH OF SOIL ALONG WALKWAYS TO ACCOMMODATE SEED, TOPSOIL, OR MULCH DEPTH. 8. AUTOMATIC IRRIGATION TO BE PROVIDED TO ALL DISTURBED AREAS; ALL TREES AND SHRUBS IN BEDS AND IN R.O.W. TO BE DRIP IRRIGATED. 9. SEE GEOTECHNICAL REPORT FOR IRRIGATION RECOMMENDATIONS WITHIN 10' OF STRUCTURES. CONTACT OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD A CONFLICT ARISE BETWEEN THESE PLANS AND THE GEOTECHNICAL REPORT. 10. TREES TO REMAIN WILL BE PROTECTED PER CITY OF ASPEN CONSTRUCTION REQUIREMENTS FOR EXCAVATION ADJACENT TO PROTECTED RESOURCES. SEE NOTES, THIS SHEET, FOR CITY OF ASPEN PARKS DEPARTMENT CONSTRUCTION REQUIREMENTS. 11. THE PROJECT LIMIT OF CONSTRUCTION, THE ENTIRE WEST PROPERTY BOUNDARY OF LOT 2, AND ALL EXISTING VEGETATION TO REMAIN TO BE CLEARLY DEFINED BY STURDY, WEATHERPROOF FENCING AT A MINIMUM OF 4 FEET HIGH. GENERAL CONTRACTOR RESPONSIBLE FOR ENSURING FENCE REMAINS IN PLACE DURING CONSTRUCTION. SEE LOT 2 FOR TREE PROTECTION/ REMOVAL NOTES KEY PLAN N.T.S. DEPARTMENT OF PARKS AND RECREATION APPROVAL J THIS LANDSCAPE PLAN WAS APPROVED BY THE MANAGER OF THE CITY OF ASPEN PARKS AND RECREATION TIIS�' ____DAY OF 2014. ER, CITY OF ASPEN PARKS AND RECREATION CHANGES MAY RESULT AS A PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS DEPARTMENT, AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND APPROVALS. 311 EAST MAIN STREET CARBONDALE, COLORADO 81623 PUD LANDSCAPE PLAN :LOT 1 ......... (T) 970 / 963 6520 0 (F) 970 / 963 6522 NORTH ,0 20 ao APRIL 25, 2014 PLANT LEGEND EXISTING TREES DECIDUOUS TREES TO REMAIN SHRUBS EVERGREEN TREES PERENNIALS SEE LOT 1 FOR GENERAL PLANTING NOTES TURF NATIVE SEED EXISTING TREES TO BE REMOVED MATERIALS LEGEND CONCRETE PAVING ASPHALT PAVING TREE REMOVAL NOTES 1. CONTACT LANDSCAPE ARCHITECT IMMEDIATELY IF ANY TREE SHOWN AS 'TO REMAIN' IS SPECIALTY PAVING (T.B.D.) TO BE REMOVED DUE TO CONSTRUCTION ACTIVITIES. 2. CLOUDS AS SHOWN ON PLAN DEPICT GROUPINGS ONLY. "�'_'.' >,. PERVIOUS PAVING 3. CODE -SIZE TREES TO REMAIN UNLESS OTHERWISE NOTED ON THIS PLAN. 4. TREE MITIGATION VALUE TO BE SUBMITTED AT THE TIME OF TREE REMOVAL PERMIT APPLICATION. 5. TREE REMOVAL PERMIT DOCUMENT MUST BE AVAILABLE FOR INSPECTION AT THE PROJECT SITE DURING CONSTRUCTION OPERATIONS. 6. ARBORIST TO PROVIDE ROOT PRUNING SPECIFICATIONS FOR ANY TREE TO REMAIN THAT WILL HAVE EXCAVATION WORK WITHIN THE TREE'S DRIPLINE. CONSTRUCTION REQUIREMENTS FOR EXCAVATION ADJACENT TO PROTECTED RESOURCES, PER CITY OF ASPEN PARKS DEPARTMENT: 1. PROTECTION FENCING: A VEGETATION PROTECTION FENCE SHALL BE ERECTED AT THE DRIP LINE OF EACH INDIVIDUAL TREE OR GROUPINGS OF TREES ON SITE. THIS FENCE MUST BE INSPECTED BY THE CITY FORESTER OR HIS/HER DESIGNEE (920-5120) BEFORE ANY CONSTRUCTION ACTIVITIES ARE TO COMMENCE. NO EXCAVATION, STORAGE OF MATERIALS, STORAGE OF CONSTRUCTION BACKFILL, STORAGE OF EQUIPMENT, FOOT OR VEHICLE TRAFFIC ALLOWED WITHIN THE DRIP LINE OF ANY TREE ON SITE. 2. EXCAVATION: ALL EXCAVATIONS WITHIN THE DRIP ZONE WILL BE REQUIRED TO BE VERTICAL EXCAVATION ONLY WITH NO OVER DIGGING. EXCAVATIONS WILL BE SOIL STABILIZED IN A MANNER THAT PREVENTS OVER EXCAVATION OF THE SITE. 3. ROOT AMENDMENTS: ALL ROOTS SHALL BE CUT PRIOR TO FULL EXCAVATION USING A CLEAN, SHARP PRUNING SAW. ALL ROOTS WILL BE CUT FLUSH WITH THE EXPOSED SOIL LINE. 4. MULCHING: SIX INCHES OF MULCH ARE REQUIRED TO BE PLACED WITH IN THE ZONE OF VEGETATION PROTECTION. THE MULCH SHALL BE MAINTAINED AT A LEVEL OF 6 INCHES DURING THE ENTIRE PROJECT. 5. IRRIGATION: IRRIGATION OF TREES IS REQUIRED THROUGH OUT THE ENTIRE LENGTH OF THE PROJECT. THE CONTRACTOR WILL SUPPLY WATER TO THE TREES AT A RATE WHICH IS APPROPRIATE FOR PROPER HEALTH. ADDITIONAL WATERING WILL TAKE PLACE ALONG THE EDGE OF THE ROOT CUTTINGS. THE CONTRACTOR WILL BE REQUIRED TO PLACE A BURLAP PROTECTION COVER OVER THE CUT ROOTS. THE CONTRACTOR WILL IRRIGATE THE BURLAP WITH AN APPROPRIATE AMOUNT OF WATER IN ORDER TO KEEP THE BURLAP MOIST. AEQ-3 V)I 0 z Q J O J W F- W W LU Cn w CK I- W CO z Q U F_ Q PLANT LIST: LOT 2 S. ASPEN STREET PERENNIALS Key Quantity Botanic Mame SHADE AND ORNAMENTAL TREES Min. Size Key Quantity Botanic Name Common Name Min. Size AEQ 3 Acer p. `Emerald Queen' Deborah Norway Maple 2.5" Cal. ARR 2 Acer r. 'Red Sunset' Red Sunset Maple 2.5" Cal. AN 4 Acer Negundo Box Elder 2.5" Cal. AFC 6 Acer Freemanii Celebration Celebration Maple 2.5" Cal. MS 4 Malus 'Spring Snow' Spring Snow Crabapple 2.5" Cal. PT 116 Populus tremuloides Quaking Aspen 2" Cal. SV 18 Syringa vulgans Common Lilac 6' BB AGC 6 jAcer g. 'Compacta' Dwarf Amur Maple 2.5" Cal. Geranium sanguineum Bloody Cranesbill EVERGREEN TREES HA Helenium autumnale Key Quantity Botanic Name Common Name Min. Size PPU 15 Picea pungens Colorado Spruce 8' BB PAR 7 Pinus aristata Bnstlecone Pine 8' BB Liatris s. 'Koboid' Kobold Gayfeather SHRUBS LL Linum perenne v. lewisii Key Quantity Botanic Name Common Name Min. Size AGC 6 Acer g. 'Compacta' Dwarf Amur Maple 5 Gal. CSB 15 Cornus stolonifera 'Baileyi' Bailey Redtwig Dogwood 5 Gal. JS 12 Juniperus sabina'Broadmoor Broadmoor Juniper 5 Gal. PL 17 Philadelphus lewisii Cheyenne Cheyenne Mockorange 5 Gal. PON 35 Physocarpus o. 'Nanus' Dwarf Ninebark 5 Gal. PF 19 Potentilla fruticosa Native Yellow Potentilla 5 Gal. PM 35 Potentilla f. 'Me Kays' White McKays White Potentilla 5 Gal. RT 19 Rhus trilobata Three leaf Sumac 5 Gal. RW 39 Rosa woodsii Woods Rose 5 Gal. SMK 23 Syringa p. 'Miss Kim' Miss Kim Lilac 5 Gal. SF 58 Spiraea j. 'Froebeiii' Froebel Spirea 5 Gal. SO 54 Symphoricarpos oreophilus Mountain Snowbeny 5 Gal. VL 1 2 Viburnum lentago Nannybeny Viburnum 15 Gal. PERENNIALS Key Quantity Botanic Mame Common Name Min. Size AM Achillea 'Moonshine' MoonshineYarrow 1 Gal. At Achillea millefolium White Yarrow 1 Gal. AP Aster n-b'Professor Kippenburg' Dwarf Blue Aster 1 Gal. CR Centranthus ruber Red Valerian 1 Gal. CMO Centaurea montana Bachelor Button 1 Gal. COL Coreopsis lanceolata Lance leaf Coreopsis 1 Gal. CVM Coreopsis v. 'Moonbeam' Moonbeam Coreopsis 1 Gal. EM Echincea p. 'Magnus' Purple Coneflower 1 Gal. EU Eriogonum umbellatum Sulphur Flower 1 Gal. ES Erigeron speciosus Showy Fleabane 1 Gal. GG Gaillardia x.g. 'Goblin' Blanket Flower 1 Gal. GS Geranium sanguineum Bloody Cranesbill 1 Gal. HA Helenium autumnale Sneezeweed 1 Gal. HS Helictotrichon sempervirens Blue Awena Grass 1 Gal. IM Iris missouriensis Rocky Mounatin Iris 't Gal. LA Leucanthemum x.s. 'Aglaia' Double Shasta Daisy 1 Gal. LK Liatris s. 'Koboid' Kobold Gayfeather 1 Gal. LL Linum perenne v. lewisii Blue flax 1 Gal, ML Mimulus lewisii Lewis Money Flower 1 Gal. MR Mahonia repens Colorado Creeping Holly 1 Gal, MM Mirabilis multiflora Desert Four o'clock 1 Gal. MG Miscanthus s. 'Gracillimus" Maiden Grass 5 Gal. NF Nepeta faassenii Faassens Catmint 1 Gal. OM Oenothera macrocarpa Missouri Evening Primrose 1 Gal. OH Oryzopsis hymenoides Indian RiceGrass1 Gal. PN Papaver crocuem Iceland Poppy 1 Gal. POA Papaver Oriental `Allegro' Allegro Oriental Poppy 1 Gal. PI Penstemon pinifolius Pine leaf Penstemon 1 Gal. PS Penstemon strictus Rocky Mountain Penstemon 1 Gal. RC Ratibida columnifera Prairie Coneflower 1 Gal. RG Rudbeckia f.s .'Goldsturm' Black Eyed Susan 1 Gal. SA Sedum 'Autumn Joy' Autmn Joy Sedum 1 Gal. SD Sedum s. 'Dragon's Blood' Dragons Blood Stonecrop 4"pot SN Salvia n. 'May Night' May Night Salvia 1 Gal. SG Solidago 'Golden Baby' Golden Baby Goldenrod 1 Gal. VS Veronica 'Sunny Border Blue' Speedwell 1 Gal. ZG Zinnia gran diflora IPaper Flower 11 Gal. PLANTING ALONG WEST PROPERTY BOUNDARY TO BE REVISED TO ACCOMMODATE DRAINAGE SWALES AND ASSOCIATED IMPROVEMENTS PER CIVIL ENGINEERING PLANS KEY PLAN N.T.S. LIMITS OF SUBGRADE 1 ---------- — -,"7 - ------------------- xY;>< GREEN x ' IPEDEST 7- 7- f`f ' F a ,/ SPACE / "� ".9'3" ' ? � ",< a,'�r,'°��� 1 I � _._Y�J ys�"iy'3�'.� ✓ 3 �`�'� �,� /.x � ` / � 'G `2� y � z�-,,,��Y�„W,E / / ` 1 /1, ' -ALEX FIVE 1 � I/ y / u I I ' 4 X x"Y T JUAN STREET HOUSING TRASH / ' RECYCLING ENCLOSURE T ;y/ PARKING GARA x<; T� ACCESS STAIR xy ` I I I I I 1 i I I I I I ELEVATOR 1 EXISTING AFFORDABLE GRAVEL ,'/ HOUSING PAVING �\ \ .5 TRASH/ RECYCLING x S. GARMISCH STREET GREEN SPACE w w Com) RETAINING WALLS S. ASPEN STREET ATTACHED CONCRETE SIDEWALK AFFORDABLE HOUSING �x..TA T"7 • y MIDDLE TRIPLEX DETACHED CONCRETE SIDEWALK RETAINING WALL Al T17 k.QM l'C hl LIMITS OF x' % ;'I SUBGRADE PARKING.,., 1 ' ri. 1 I 1 / I / I I 1 i I � E✓✓�' � /c r a F v ' ''/r'i'`/ ..r a, 'r��'r«^.? '$b✓�` qy'E�f, '� �'� „x-9 ' 'i'7 �y �aris �� ?ryes ,�,yaf �..;f Yr ,�.� •�%� I I 1 tr. I I 1 s - \—RETAINING WALL LIGHTING LEGEND LOW BOLLARD LIGHTING (SHIELDED) .; PAVING SEE OVERALL SHIELDED DOWN LIGHT (WALL MOUNTED) AMENDMENT PLAN SITE STAIR LIGHTING NEW STREET LIGHT ALL LIGHTING TO BE PER CITY OF ASPEN LIGHTING REQUIREMENTS LIGHTING NOTES: 1) SEE LANDSCAPE PLAN SHEETS FOR PLANT LIST. 2) SITE AND EXTERIOR BUILDING LIGHTING TO BE PROVIDED AS REQUIRED BY APPLICABLE BUILDING CODES. 3) ALL EXTERIOR FIXTURES TBD. 4) NATIONAL AND LOCAL ELECTRICAL CODES SHALL COVER THE MINIMUM STANDARD OF WORK. IN THE EVENT OF A CONFLICT BETWEEN THESE DRAWINGS AND APPLICABLE CODE, THE CODE SHALL PREVAIL AND INSTALLATION SHALL BE MADE IN CONFORMANCE WITH THE CODE. 5) LOCATION OF FIXTURES AS SHOWN IS SCHEMATIC. LOCATIONS OF EXTERIOR AND SITE FIXTURES TO BE VERIFIED PER FINAL ARCHITECTURE AND SITE PLANS. 6) ALL EXTERIOR FIXTURES TO COMPLY WITH THE INTERNATIONAL DARK SKY ASSOCIATION AND THE CITY OF ASPEN LIGHTING ORDINANCE. 7) FINAL TYPE, LOCATION, AND NUMBER OF LOW- LEVEL EXTERIOR LIGHTING FIXTURES AT OUTDOOR PATIOS AND WALKWAYS TBD. 8) EXTERIOR DOOR LOCATIONS ARE FOR ILLUSTRATIVE PURPOSES ONLY. 9) STREET LIGHTS LOCATED ALONG JUAN AND SOUTH ASPEN STREETS ARE TO BE PER CITY OF ASPEN STREETSCAPE STANDARDS AS APPLICABLE AT THE TIME OF PERMIT SUBMITTAL. 10) THE LIGHTING SHOWN HEREON IS CONCEPTUAL IN NATURE AND FINAL EXTERIOR LIGHTING DETAILS WILL BE PROVIDED AS PART OF THE BUILDING PERMIT APPLICATION(S). xY;>< GREEN x ' ' DETACHED CONCRETE SIDEWALK RETAINING WALL Al T17 k.QM l'C hl LIMITS OF x' % ;'I SUBGRADE PARKING.,., 1 ' ri. 1 I 1 / I / I I 1 i I � E✓✓�' � /c r a F v ' ''/r'i'`/ ..r a, 'r��'r«^.? '$b✓�` qy'E�f, '� �'� „x-9 ' 'i'7 �y �aris �� ?ryes ,�,yaf �..;f Yr ,�.� •�%� I I 1 tr. I I 1 s - \—RETAINING WALL LIGHTING LEGEND LOW BOLLARD LIGHTING (SHIELDED) .; PAVING SEE OVERALL SHIELDED DOWN LIGHT (WALL MOUNTED) AMENDMENT PLAN SITE STAIR LIGHTING NEW STREET LIGHT ALL LIGHTING TO BE PER CITY OF ASPEN LIGHTING REQUIREMENTS LIGHTING NOTES: 1) SEE LANDSCAPE PLAN SHEETS FOR PLANT LIST. 2) SITE AND EXTERIOR BUILDING LIGHTING TO BE PROVIDED AS REQUIRED BY APPLICABLE BUILDING CODES. 3) ALL EXTERIOR FIXTURES TBD. 4) NATIONAL AND LOCAL ELECTRICAL CODES SHALL COVER THE MINIMUM STANDARD OF WORK. IN THE EVENT OF A CONFLICT BETWEEN THESE DRAWINGS AND APPLICABLE CODE, THE CODE SHALL PREVAIL AND INSTALLATION SHALL BE MADE IN CONFORMANCE WITH THE CODE. 5) LOCATION OF FIXTURES AS SHOWN IS SCHEMATIC. LOCATIONS OF EXTERIOR AND SITE FIXTURES TO BE VERIFIED PER FINAL ARCHITECTURE AND SITE PLANS. 6) ALL EXTERIOR FIXTURES TO COMPLY WITH THE INTERNATIONAL DARK SKY ASSOCIATION AND THE CITY OF ASPEN LIGHTING ORDINANCE. 7) FINAL TYPE, LOCATION, AND NUMBER OF LOW- LEVEL EXTERIOR LIGHTING FIXTURES AT OUTDOOR PATIOS AND WALKWAYS TBD. 8) EXTERIOR DOOR LOCATIONS ARE FOR ILLUSTRATIVE PURPOSES ONLY. 9) STREET LIGHTS LOCATED ALONG JUAN AND SOUTH ASPEN STREETS ARE TO BE PER CITY OF ASPEN STREETSCAPE STANDARDS AS APPLICABLE AT THE TIME OF PERMIT SUBMITTAL. 10) THE LIGHTING SHOWN HEREON IS CONCEPTUAL IN NATURE AND FINAL EXTERIOR LIGHTING DETAILS WILL BE PROVIDED AS PART OF THE BUILDING PERMIT APPLICATION(S). xY;>< GREEN ' ' SPACE 1 � I JUAN STREET HOUSING DETACHED CONCRETE SIDEWALK RETAINING WALL Al T17 k.QM l'C hl LIMITS OF x' % ;'I SUBGRADE PARKING.,., 1 ' ri. 1 I 1 / I / I I 1 i I � E✓✓�' � /c r a F v ' ''/r'i'`/ ..r a, 'r��'r«^.? '$b✓�` qy'E�f, '� �'� „x-9 ' 'i'7 �y �aris �� ?ryes ,�,yaf �..;f Yr ,�.� •�%� I I 1 tr. I I 1 s - \—RETAINING WALL LIGHTING LEGEND LOW BOLLARD LIGHTING (SHIELDED) .; PAVING SEE OVERALL SHIELDED DOWN LIGHT (WALL MOUNTED) AMENDMENT PLAN SITE STAIR LIGHTING NEW STREET LIGHT ALL LIGHTING TO BE PER CITY OF ASPEN LIGHTING REQUIREMENTS LIGHTING NOTES: 1) SEE LANDSCAPE PLAN SHEETS FOR PLANT LIST. 2) SITE AND EXTERIOR BUILDING LIGHTING TO BE PROVIDED AS REQUIRED BY APPLICABLE BUILDING CODES. 3) ALL EXTERIOR FIXTURES TBD. 4) NATIONAL AND LOCAL ELECTRICAL CODES SHALL COVER THE MINIMUM STANDARD OF WORK. IN THE EVENT OF A CONFLICT BETWEEN THESE DRAWINGS AND APPLICABLE CODE, THE CODE SHALL PREVAIL AND INSTALLATION SHALL BE MADE IN CONFORMANCE WITH THE CODE. 5) LOCATION OF FIXTURES AS SHOWN IS SCHEMATIC. LOCATIONS OF EXTERIOR AND SITE FIXTURES TO BE VERIFIED PER FINAL ARCHITECTURE AND SITE PLANS. 6) ALL EXTERIOR FIXTURES TO COMPLY WITH THE INTERNATIONAL DARK SKY ASSOCIATION AND THE CITY OF ASPEN LIGHTING ORDINANCE. 7) FINAL TYPE, LOCATION, AND NUMBER OF LOW- LEVEL EXTERIOR LIGHTING FIXTURES AT OUTDOOR PATIOS AND WALKWAYS TBD. 8) EXTERIOR DOOR LOCATIONS ARE FOR ILLUSTRATIVE PURPOSES ONLY. 9) STREET LIGHTS LOCATED ALONG JUAN AND SOUTH ASPEN STREETS ARE TO BE PER CITY OF ASPEN STREETSCAPE STANDARDS AS APPLICABLE AT THE TIME OF PERMIT SUBMITTAL. 10) THE LIGHTING SHOWN HEREON IS CONCEPTUAL IN NATURE AND FINAL EXTERIOR LIGHTING DETAILS WILL BE PROVIDED AS PART OF THE BUILDING PERMIT APPLICATION(S). Poss Architecture + Planning 7 A S.F.) SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT I 1 605 East Main Street UnionAspen, cos�61� ASPEN, COLORADO 311 EAST MAIN STREET CARBONDALE, COLORADO 81623 SNOW, TRASH/ RECYCLING STORAGE DIAGRAM 8 .`. (T) 970/963 6520 0 10 20 40 (F) 970/963 6522 NORTH APRIL 25, 2014 O 61 311 EAST MAIN STREET CARBONDALE, COLORADO 81623 (T) 970/963 6520 (F) 970/963 6522 Poss Architecture + Planning 605 East Main Street Aspen, CO 81611 0 10 20 40 NORTH SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO OPEN SPACE AREA DIAGRAM 9 APRIL 25, 2014 of 61 q190 LIMITS OF SUBGRADE DETACHED WALL HEIGHT +/- 5' AT WALL HEIGHT +/- 6' ATTACHED CONCRETE WALL 5' FROM PROPERTY LINE CONCRETE WALL HEIGHT +/- 15' AT POINT PARKING POINT 8'-8" FROM AT POINT 5' FROM S. ASPEN STREET SIDEWALK 81-81f FROM PROPERTY LINE SIDEWALK PROPERTY LINE PROPERTY LINE V - - - - - - - - - - - - -77 71 T, ------------ 5@41 /"Z / /< RETAINING 321-811 OF -1 LIMITS WALL SUBGRADE X 1_7 PARKING N +/-1 0'WALL- 2'-3" FROM P.L. TO FACE OF WALL NX -7 LOWEF" 9' b" T R 9'-4" 16'- 11 R +/-10' WALL MIDDLE TRIPLEX` TZ A < +/-2' WALL; <"�I' 4 C V +/-l'-O" FROM Al P.L. TO FACE 16' OF WALL A, I AX' El A�l < 00 IV TOP RISER OF SITE A w STAIR 1' FROM UJ RETAINING +/-6'WALL; 30' FROM P.L. TO 51 871-0" 460,slko PROPERTY LINE WALL CORNER OF WALL < < +/-5' WALL; 29'-l" FROM P.L. < TO FACE OF WALL fRAr I x/ C L I N '�E N L 0' S 15' ILL:0 AT GRADE Y';< -4 MATERIALS LEGEND DIMENSION DIMENSION TO CANTI- LIMITS +/- 15' WAL L +/-12 'WALL, +/-16 WALL' LEVER OF +/-15'-7" FROM P.L. BARBEE +/-46-10" FROM P.L. 28'-2" FROM P.L. TO 141-91v 12'-9" ABOVE SUBGRADE CORNER OF WALL _\I NOTCH TO FACE OF WALL TO FACE OF WALL @ GRADE CONCRETE PAVING PARKING CORNER +/-6' WALL; DIMENSION +/ ELEVATOR— +/ -7'-6" FROM P.L. TO FACE OF AT GRADE 6d I'd WALL ASPHALT PAVING CONCRETE CURB EXISTING GRAVEL PAVING SPECIALTY PAVING (T,B.D.) DIMENSION JUAN TO CANTI- STREET LEVER 28'-711 81-61 ABOVE HOUSING PERVIOUS PAVING GRADE GARAGE ACCESS NOTES: 1) SEE OVERALL AMENDMENT PLAN FOR APPROVED PUD DIMENSIONAL REQUIREMENTS TABLE. 2) SEE BUILDING HEIGHT PLAN FOR BUILDING '0 R SLE 66'-3° DIMENSIONS 3) DIMENSIONS ARE TO FACE OF STRUCTURE UNLESS OTHERWISE NOTED. GREEN SPACE 4) WALL HEIGHTS DO NOT INCLUDE GUARD Cio c RAIL DIMENSION. +/-8'WALL- 17'- 11 TRASH / T-9" FROM PROPERTY LINE TO FACE 5) THE SETBACKS INDICATED HEREON WERE r r RETAINING -RECYCLING OF WALL WALLS APPROVED BY CITY COUNCIL DURING A ,�,�NCLOSURE NOTE- WALLS IN THIS AREA ARE PUBLIC HEARING PROCESS; ANY SUBJECT TO INTERPRETATION OF REDUCTIONS TO THE SETBACKS HEIGHT RESTRICTION INDICATED HEREON ARE SUBJECT TO THE APPLICABLE PROVISIONS OF THE CITY OF S. GARMISCH WALLS PARALLEL TO JUAN ST ASPEN LAND USE CODE. S-1-REET 6) CHANGES MAY RESULT AS A PART OF FINAL RAt C E 8,,: HELD INTERIOR TO THE 9'-5" SETBACK OF THE AH BUILDING ASPEN FIRE PROTECTION DISTRICT OFFICE OF 6'WALL- +/- 8'-0" FROM P.L. TO THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN C�] F- O O O O O 0 O 0 O O O O 0 O 0 O O O O O O 0 O C 0 O 0 0 O O 0 O O O O O 0 O O O O O 0 O 0 O O E O ED O O O O O O C) U O 0 E O O 16T-5-1/2"____ 41'-8" SUB -TOTAL UNFINISHED = 21351.64 SQ FT NOTE: Arrangement/assignement of spaces may vary from that shown provided the number of spaces per user group remains as indicated heron. GARAGE LEVEL SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO OSS SCALEARCHITECTURE+ PLANNING:=P_0' LOT 1, FIVE-PLEX GARAGE PLAN n3 T 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 4 8 162014 a ' A% >a a April 25 2014 (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 o a 0 o a o 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 o 0 o 0 a 0 0 0 0 0 0 0 0 0 0 0 LEVEL 1 SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO OSS CHIT T _ + PLA SCALE: 1/8"=1 LOT 1, FIVE-PLEX LEVEL 1 PLAN 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 4 8 16 2014 (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH April 25, 2014 znrrricuro.u`�,�cvuxws v.c. \\\\ ,�.............. II Q up 7-- . Bath M. lo. 1 Stair Hall do M. Bdrm. #1 0 Entry 18'-3'x18'-6" T. 0. FINISH EL. 42'-0' ISI i ' WE 1�1 up Stair Hall I do - Entry Roof Below Bdrm. #2 I j� I Bdrm. #2 14' x17' Office Office I� 14' x1T M BathI �li IM up # M. Cl<Stair flI/' Hall up Stair / Hall I do Entry M. Bdrm. # 1 16-9" x 18'-4' -0 J� E 0. FINISH EL 42'-0' L M. Bdth FA yup Stair Hall rr. Entry I j I I , � I M. M. Ba f / #1 i (D 'f i I o M. Bdrm. #1 18'-3"x18'-6" , T. 0. FINISH i EL.42'-0" i , , , I i 1 0rch I J % I eir I �� may/ \�` x ' ' I ' I ----------- i i 7 1, SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO LOT 1 FIVE-PLEX LEVEL 2 PLAN13 of SCALE: 1/8" = 1'4' + PL I POSS 5 EAST MAIN .STREET ASPEN, COLORADO 81611 0 4 8 i6 2014°x ° ,,. April 259 2014 O (T) 970 / 925 4755 (f) 970 / 920 2950 NORTH p ILIP . . ...... .. ........ an Roof Below 0; 517 -------------Dining Dining -j O ��, I dn-4 Kitchen Z I I do Kitchen OEM Dining Kitchen do o 7-7 FL- - - ------- - -- -- -------- Kitchen ........... . F F Living Living Living DO Living - ----- r- o Living ............ Lu LL - 7L, SOUTH ASPEN STREET PUD /SUBDIVISION ASPEN, COLORADO P SCALE: 1/8" 1'-0"" OSS ARCHITECTURE+ PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 4 8 16 LOT 1, FIVE-PLEX LEVEL 3 PLAN 14- (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH ©2014 April 25, 2014 -F —.7 I Roof 7 L — tR I` t Ro 0 Q over v Oe ex ver- Ov r - Run L duh er R 9 - F t R t 00 O e_ f. �I t: ., R o ve lev. � Q _ X over -Ru' � htQ t:A ( . T _R 0 Qv" ez e f_ Ove I Deck — i I I I I I I I I I I I I I I I F I I I I I � I I C G SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO � SCALE: =1,-°" LOT 1, FIVE- P L EX ROOF PLAN c�f � SSS C T :ING 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 4 8 16001 (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH ©2014°A,,y April 25, 2014 METAL FASCIA METAL RAILING WOOD SIDING STONE VENEER METAL COLUMN T. 0. FLOOR - LEVEL 3 EL. 52'-0' T. 0. FLOOR - LEVEL 2 EL. 42'-0' T. 0. FLOOR - LEVEL 1 EL. 32'-0' METAL FASCIA METAL RAILING METAL COLUMN WOOD SIDING T. 0. FLOOR - LEVEL 3 EL. 0' T. 0. FLOOR - LEVEL 2 1 I 19 18 North Elevation 1 18 1 19 South Elevation � T.0. FLOOR - LEVEL 3 EL. 52 0' _ T. 0. FLOOR - LEVEL 2 EL. 42'-0' T. 0. FLOOR - LEVEL 1 EL. 32'-0' T FLOOR - GARAGE LEVEL 8E1'-0' T. 0. FLOOR - LEVEL 3 E[ -.52'-O' 0. FLOOR -LEVEL 2 EL. 42'-0' T. 0. FLOOR - LEVEL 1 E L. 32'-0' T. 0. FLOOR - GARAGE LEVEL EL. 21'-0' T. 0. FLOOR - LEVEL 2 I� EL. 52--0- T. 0. FLOOR - LEVEL 1 EL. 42'-0' METAL FASCIA METAL RAILING WOOD SIDING METAL COLUMN T. 0. FLOOR - LEVEL 2 EL. 42' 0' T. 0. FLOOR - LEVEL 1 EL. 32'-0' HALF POINT East Elevation ). FLOOR - LEVEL 2 EL. 42'-0' ). FLOOR - LEVEL 1 EL. 32'-0" T. 0. FLOOR -BASEMENT/ GARAGE LEVE EL. 21'-0" T. 0. FLOOR - BASEMENT / GARAGE LEVEL im EL 21'-0' - -- - West Elevation T. 0. FLOOR - LEVEL 2 EL. 52'-0' T. 0. FLOOR - LEVEL 1 EL. 42'-0" SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT UPPER LEVEL EL. 52'-0' ENTRY LEVEL EL. 42'-0' LOWER LEVEL EL. 32'-0' BASEMENT LEVEL EL. 20'-0' JUAN STREET SIDEWALK I I ACCESS. SIDEWALK 4- I I I I I I I I I i I I I i I I i � I i I EXISTIN GRADE I- FINISI GRADE • \� I Upper Floor Entry Floor Lower Floor 74'-0" 130'-0" Parking 351-011 NOTE: BUILDING HEIGHT TO BE REVIEWED AND APPROVED AT BUILDING PERMIT GREEN ROOF iM O Q Building Section: Middle Unit SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO POSS CASE: 1/8° - 1'_0" LOT 1, FIVE- P L EX SECTION # 1 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 4 8 16 April 24 2014 m3 IS (T) 970 / 925 4755 (F) 970 / 920 2950 gg��ppp�� QQ �. 2OlA MCMIECiUPfM%ANPWG,PL � 10) JUAN STREET UPPER LEVEL EL. 52'-0' ENTRY LEVEL EL 42'-0' LOWER EL. 32' EXISTING GRADE FINISH GRADE NOTE: BUILDING HEIC AND APPROVE[ GREEN ROOF BUILDING SECTION: EAST END UNIT SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO POSS SCALE: -1_ LOT 1, FIVE-PLEX BU I LDI NG SECTION #2 m3 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 4 8 16 Zal4 April 2014 (T) 970 / 925 4755 (F) 970 / 920 2950 ��Po� wE��o� go -1 I I ■ UNIT #3 u i ■ Bdrm. i ■ t�� Bath --- _ wI i UNIT #1 Kitchen i ;® 0 Dining 6 FINISH�� ,1 (2) 1 Bedroom L (2) Studio U n itc \ \ SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO SCALE: 1/8' LOT 1DEAN ST. A.H.U., BASEMENT LEVEL & LEVEL 1 ,Z110 POSS , 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 4 8 16 (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH =zmal°,�,<. April 25, 2014 �7___�� Parking 3 Parking 4 Deck Deck I Kitchen 9, \ - --- - i W/D Bdrm. W/D --� -.I _ ■ ---- — Bdrm. open to Bath below .Bath ■ Dining VEE1El., Dining - I r` i Living UNIT #7 /� r UNIT #8 -- Lobby Kitchen UNIT #5 � --� UNIT #6 Dining FCD g nn Dining T. O. FINISH g --- ■ ; Bdrm. EL� Bdrm. II \ J� Bath p l l l Bath ■ �j II I I � Living -- -- Deck Deck i _TF 7 EL. 28'-0` I T. a_ EL.33'-0' - - I I I I pn II Fll j J EL.30'-2' -' 1 \ (4) 1 -Bed room Units it Living Kitchen Living Ga, Aci T Up M �� M � SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO SCALE: 1/8' =1'-0' POSS- LOT 1, DEAN ST. A.H.U., LEVEL 2 & LEVEL 33m 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 4 8 16 2014rtWWA&,a April 25, 2014 Q1 (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH 1110 Roof Level NET LIVABLE AREAS __ Entry Level Unit #1 Unit #2 Unit #3 Unit #4 Second Level Unit #5 Unit #6 Unit #7 Unit #8 Third Level Unit #9 Totals Unit #10 Unit #11 Unit #12 804 Sq. Ft. 827 Sq. Ft. 504 Sq. Ft. 421 Sq. Ft. 632 Sq. Ft. 632 Sq. Ft. 646 Sq. Ft. 679 Sq. Ft. 632 Sq. Ft. 632 Sq. Ft. 639 Sq. Ft. 694 Sq. Ft. 7,742 Sq. Ft. SOUTH ASPEN STREET PUD / SUBDIVISION AMENDMENT ASPEN, COLORADO POSS SCALE: 1/8 LOT 1, DEAN ST. A.H.U., ROOF PLAN 1 m3 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 4 8 16 April 25 2014 (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH �2014 ° xm w >.c � T. 0. FLOOR - THIRD FLOOR LEVEL EL. 46'-0' W0. FLOOR - SECOND FLOOR LEVEL '-0' T. 0. FLOOR - FIRST FLOOR LEVEL 28' 0' - --- _ 0. FLOOR - BASEMENT- LEVEL Y 19'-0" T. 0. FLOOR -THIRD FLOOR LEVEL � 46'-O' T. 0. FLOOR - SECOND FLOOR LEVEL 37'-0' 111`11J11LV ° 11( vl---- r -11 HORIZONTAL WOOD SIDING WOOD FASCIA - East Elevation TIMBER COLUMN West Elevation TIMBER COLUMN T. 0. FLOOR - THIRD FLOOR LEVEL EL. 46'-0' T. 0. FLOOR - SECOND FLOOR LEVEL -------- - - -- -- -- 3T-0' T. 0. FLOOR - THIRD FLOOR LEVEL EL. 46'-0' T. 0. FLOOR - SECOND FLOOR LEVEL 37'-0' T. 0. FLOOR - FIRST FLOOR LEVEL 28'-0° T. 0. FLOOR - BASEMENT LEVEL 19'-0' T.0. FLOOR - THIRD FLOOR LEVEL Y EL. 46'-0' -- - - FLOOR - SECOND FLOOR LEVEL 28 T. 0. FLOOR - FIRST FLOOR LEVEL '-0' - -- LINE 16' ABOVE CENTER OF JUAN ST. ---------------------------1- LINE 16' ABOVE CENTER OF JUAN ST. - - - 1 h0. FLOOR - BASEMENT LEVEL . 19'-0" South Elevation I Garage Level (G) No AHU Units POSS + PLANNING Scats D/8" =1'-0" 0 4 8 16 NORTH Leve I 1 No AHU Units Leve 12 (1) 2 -Bedroom Unit Leve 13 (1) 3 -Bedroom Unit SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO Leve 14 (1) 3 -Bedroom Unit Roof I Roof L---- Roof Below Patio Below I I ' N III III 1,353 II I I Ft. II II � #2 11219 U II Unit #3 II II Ft. � �! Cn Q O; 0 I I l N X N W II iI I� iI I II � 11 III �I I I II III 11 III I III I Roof Plan NET LIVABLE AREAS Second Floor Level Third Floor Level Fourth Floor Leve I Totals Unit #1 1,353 Sq. Ft. Unit #2 11219 Sq. Ft. Unit #3 11219 Sq. Ft. 3,791 Sq. Ft. SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO HISS s�aiei,8°_��_o. LOT 1 JUAN ST. A.H.U. LEVEL 4 ROOF PLAN & CALCULATIONS �'' � U ATIONS 0 4 8 ,s � 201 Apr April 25, 2014 13 NORTH 110x "LUIYEf - LL V tL L ,.: FLOOR rI PON South Elevation ASPECT, COLORADO LCAT 1, AHU ELEVATIONS- OPTION Agri( 24,14 QD Garage Level Leve 1 2 SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT 605 EAST MAIN STREET ASPEN, COLORADO 81611 (T) 970 / 925 4755 (F) 970 / 920 2950 0 4 8 16 NORTH NET LIVABLE AREAS SOUTH ASPEN STREET PUD / SUBDIVISION -AMENDMENT ASPEN, COLORADO LOT 2 AH U : KUUr rLAN a8 c,' 2014 006m April 25, 2014 1 J HORIZONTAL WOOD SIDING VERTICAL WOOD SIDING_ VERTICAL WOOD SIDI T. 0. FLOOR —,SECOND FLOOR LEVEL EL. 58'-0" STONE VENEER T. 0. FLOOR – GARAGE LEVEL 4T-6' T. 0. FLOOR – ENTRY LEVEL 46'-0" East Elevation 11 TIMBER COLUMI' COVERED DEC ARE J, T. 0. FLO EL. 58'-0 ENTRY DOOR METAL ROOF - — North Elevation ANG ,West Elevation South Elevation SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT \ FLAT ROOF T. O. FLOOR – SECOND FLOOR LEVEL– w r d .„ ,. 1-:7 L T. 0. FL R —GAR_ �_>-:� 47 —6'T. k ,, s _ 0. FLOOR — ENTRY LEVELk — ----- -- — — — -- — 46'-0' HORIZONTAL WOOD SIDING ON GARAGE DOORS STONE VENEER--- VERTICAL WOOD SIDI T. 0. FLOOR —,SECOND FLOOR LEVEL EL. 58'-0" STONE VENEER T. 0. FLOOR – GARAGE LEVEL 4T-6' T. 0. FLOOR – ENTRY LEVEL 46'-0" East Elevation 11 TIMBER COLUMI' COVERED DEC ARE J, T. 0. FLO EL. 58'-0 ENTRY DOOR METAL ROOF - — North Elevation ANG ,West Elevation South Elevation SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT 41.611 71-011 1 POSS ARCHITECTURE+ PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 81611 (T) 970 / 925 4755 (f) 970 / 920 2950 SCALE: 1/8' =1'-0' 0 4 8 16 NORTH cn"TH A-qPFh STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO LOT 2, LOWER TRIPLEX C7UAKAlUt LLVt-L be LC.VC.L 1:j I 02014 W=046M April 24, 2014 SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT East Elevation T. 0. FLOOR - LEV EL. 64'-6" T. 0. FLOOR - LE_V EL. 54'-6" LEVEL LEVEL T.0. FLOOR - GARAGE LEVEL EL. 44'-6' VV CSI F.ICVC1LIUII 2 T. 0. FLOOR - LEVEL 2 EL.73'-6' _ 1 } T. 0. FLOOR - LEVEL 1 EL 63'-6" —_ aE LEVELT. 0. FLOOR -GARAGE LEVEL EL. 53'-6' T_T T. 0, FLOOR - GARAGE LEVEL EL. 48'-6' T. 0. FLOOR - GARAGE LEVEL EL 44'-6' ' f EL. 44'-6" 1 North Elevation South Elevation SOUTH ASPEN STREET PUD /SUBDIVISION -AMENDMENT ASPEN, COLORADO SCALE: 1/8" = 1'-0" LOT 2, LOWER TRI-PLEX ELEVATIONS 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 4 8 16 2014 April 24, 2014 Q (T) 970 / 925 4755 (F) 970 / 920 2950 "�cw.c LEVEL 2 EL. 73'-6' � LEVEL 1 _. EL. 63'-6" GARAGE LEVEL EL. 53'-6' GARAGE LEVEL EL. 48'-6' NOTE: -- BUILDING HEIGHT TO BE REVIEWED AND APPROVED AT BUILDING PERMIT LEVEL 2 EL. 64'-6' 00 N m m m n 7. A t /A■ 01:v a </QW m 31'-0 1/2" m ■ 605 EAST MAIN STREET ASPEN, COLORADO 81611 (T) 970 / 925 4755 (F) 970 / 920 2950 0 4 8 16 NORTH ■ SOUTH ASPEN STREET PUD / SUBDIVISION -AMENDMENT ASPEN, COLORADO LOT 2, MIDDLE TRIPLEX BASEMENT & LEVEL 1 2014 April 24, 2014 �O 0 4 8 16 605 EAST MAIN STREET ASPEN, COLORADO 81611 NORTH (T) 970 / 925 4755 (F) 970 1920 2950 ■ - - . . m m � m m00ILIMP LOT 2, IVI I U U L t I R 1 r- LGA v '� .. 4, 2014 April 2 - LEVEL 1 T - LEVEL 1 T. 0. FLOOR - GARAGE LEVEL T. 0. FLOOR -BASEMENT LEVEL - _: _ EL. EL. 62'-0" T. 0. FLOOR -BASEMENT LEVEL --- -- - EL 58'-0' T. 0. FLOOR - BASEMENT LEVEL__- - -- - T. 0. FLOOR -GARAGE LEVEL T EL. 58'-0' - - - - -- -- - -- -_ -- - EL. 57'-0' East Elevation 'TIMBER FASCIA 605 EAST MAIN STREET ASPEN, COLORADO 81611 (T) 970 / 925 4755 (F) 970 / 920 2950 SCALE: 1/8"= P-0" 0 4 8 16 SOUTH ASPEN STREET PUD / SUBDIVISION -AMENDMENT ASPEN, COLORADO �.. r- %. rr-,& iA-r1t%rkIC% 1109 LOT 2, M I UULF K -trLt,&tLtvr_x 1 iviv%3 Ij ,,2014&MMIZAKPF April 24, 2014 36/11 LEVEL 2 Y EL.85'-6' LEVEL 2 LEVEL 1 LEVEL 2 Y EL.82'-0' LEVEL 2 LEVEL 2 LEVEL 1 BASEMENT NOTE: BUILDING HEIGHT TO BE REVIEWED AND APPROVED AT BUILDING PERMIT LEVEL 2 EL. 78'-0' _ L EL.EVEL 68'-I0' SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO POSS ARCHITECTURE +PLANNING LOT 2 MIDDLE TRIPLEX BUILDING SECTION Anri 124 2014 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 4 8 16 37/1 co 2o14�E�,� N (T) 970 / 925 4755 (F) 970 / 920 2950 3 SOUTH ASPEN STREET PUD / SUBDIVISION -AMENDMENT ASPEN, COLORADO 605 EAST MAIN STREET ASPEN, COLORADO 81611 D 4 8 ,s LOT 2, MIDDLE TRIPLEX ROOF LEVEL & UPPER TRIPLEX BASEMENT 13 3S (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH <cl2014 ., , �.>F April 24, 2014 vg� -- 12'-5 1/32" 38'-6" y i Level 1 J Leve 12 J SOUTH ASPEN STREET PUD / SUBDIVISION -AMENDMENT ASPEN, COLORADO 81611 170 / 920 2950 0 4 8 16 NORTH SOUTH ASPEN STREET PUD / SUDIVISION -AMENDMENT ASPEN, COLORADO LOT 2, UPPER TRIPLEX LEVEL 3 & ROOF LEVELS ,2014MM-Mr,F April 24, 2014 ii T. 0. FLOOR - LEVEL 1 EL.84'-6 — — — - T. 0. FLOOR — LEVEL 1 -Y' EL.81'-6' T. 0. FLOOR — BASEMENT LEVEL EL. 6T-0' 1.2 FLOOR — BASEMENT LEVEL EL. 65' — T. 0. FLOOR —GARAGE LEVEL EL 64'-6" L3 L3 L2 12 v. rvn - L 1 . w��kr79'-6' T. 0. FLOOR — LEVEL 1 — — — — — — — — — — — — EL.74'-6' 0. FLOOR — BASEMENT LEVEL !EL%7'-0' — — — — — — — — — — — — 0 0. FLOOR — BASEMENT LEVEL — — — — — — — — — — — — EL.65'-0. T. 0. FLOOR — GARAGE LEVEL EL. 64' -6 - South Elevation SOUTH ASPEN STREET PUD / SUBDIVISION -AMENDMENT ASPEN, COLORADO SCALE:1/8'=1'_0" LOT 2, UPPER TRI-PLEX ELEVATIONS in POSS 05 EAST MAIN STREET ASPEN, COLORADO 81611 0 4 8 16 c; 2014 rt. Aril 24 2014 13 (T) 970 / 925 4755 (F) 970 / 920 2950 p s O SOUTH ASPEN STREET PUD / SUBDIVISION -AMENDMENT POSS ARCHITECTURmPLANNING 605 EAST MAIN STREET ASPEN, COLORADO 81611 (T) 970 / 925 4755 (F) 970 / 920 2950 T. 0. FINISH LEVEL 3 1p EL. 99'-0" LEVEL 3 LEVEL 2 NOTE: BUILDING HEIGHT TO BE REVIEWED AND APPROVED AT BUILDING PERMIT SCALE: 1/8" = P-0" 0 4 8 16 SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO 0 .-. r. , eN t,% rn-rI f%14%1 1 aft LOT 2, UPPER I RIFLLA bu1LulNu orlu I JUIN I :j 2014 W"0, ,06%... April 24, 2014 X, SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO 0 .-. r. , eN t,% rn-rI f%14%1 1 aft LOT 2, UPPER I RIFLLA bu1LulNu orlu I JUIN I :j 2014 W"0, ,06%... April 24, 2014 SCALE: NTS o ' NORTH HEIGHT ABOVE EXISTING GRADE n H E I G H ABOVE PROPOSED ft SOUTH ASPEN STREET PUD / SUBDIVISION - AMENDMENT ASPEN, COLORADO OVERALL BUILDING HEIGHT PLAN: INTERPOLATED GRADE q 2014 W &%W6- April 24,2014 `� 6 6G EXISTING ELECTRIC, TELEPHONE, CAN _ PLAN SIZE ET TRANSFORMER / PEDESTAL LOCATION ....... EXISTING UNDERGROUND ELECTRIC N8"W - PROPOSED WATERLINE, SIZE PER PLAN _ EXISTING TELEPHONE, CATV -WS-WS-WS--- PROPOSED WATER SERVICE PROPOSED GAS METER -G- G --- NEW GAS LINE PROPOSED CABLE PEDISTAL (-,m nh is Scale c¢ ss PROPOSED SEWER SERVICETi PROPOSED PHONE PEDISTAL C7 m South Aspen Street Townhomes 118 West Sixth Street, Suite 200 Aspen, Colorado Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com x 1113' RADIUS LENGTH 6 6G EXISTING ELECTRIC, TELEPHONE, CAN _ PLAN SIZE ET TRANSFORMER / PEDESTAL LOCATION ....... EXISTING UNDERGROUND ELECTRIC N8"W - PROPOSED WATERLINE, SIZE PER PLAN _ EXISTING TELEPHONE, CATV -WS-WS-WS--- PROPOSED WATER SERVICE PROPOSED GAS METER -G- G --- NEW GAS LINE PROPOSED CABLE PEDISTAL (-,m nh is Scale c¢ ss PROPOSED SEWER SERVICETi PROPOSED PHONE PEDISTAL C7 m South Aspen Street Townhomes 118 West Sixth Street, Suite 200 Aspen, Colorado Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com 01 Af AR� 11 0 CURVE TABLE CURVE1250.00' RADIUS LENGTH 1 CHORD 01 Af AR� 11 0 CURVE TABLE CURVE1250.00' RADIUS LENGTH TANGENT CHORD BEAR/NG DELTA C 1 172.20' 17.46' 8.73' 17.46' S 16'58'05'W 4' 00' 07" C2250.00' 99.76' 17.99' 9.00' 17.98' 516'5429"W 4' 07' 20"C342.50' 25.58' 1319 25.20' 52'23'47'- 34' 29' 13" C4 42.50' 11.45' 5.76' 1 11.42' ,511'55'101- 15' 26'28" LINE TABLE LINE BEAR/NG LENGTH L 1 S 14 58'02 "W 201. 19' L2 S18°58 09"W 172.20' L3MS19*J8241E- 54.27' 92.24' L4L5 63' 37' 05" CIO 99.76' 22.25' 11.20' SOUTH ASPEN STREET ALIGNMENT TABLES CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEAR/NG DELTA C5 87.50' 97.16' 54.27' 92.24' S43'20'39'E 63' 37' 05" LINE TABLE LINE BEAR/NG LENGTH L6 S75'09' 111- 281.53' JUAN STREET ALIGNMENT TABLES CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEAR/NG DELTA C6 87.50' 40.35' 20.54' 40.00' N1'40 J6'E 26'25'25" LINE TABLE LINE BEAR/NG LENGTH L7 N1453'19'E 162.68' CURVE TABLE LINE RADIUS LENGTH TANGENT CHORD BEARING DELTA FC7 24.99' 33.51 ' 19.82' 31.05' N68'48'181- 76' 49' 25"80.45' CIO 99.76' 22.25' 11.20' 22.18' N2228'121 15' 50' 47" LINE TABLE LINE BEARING LENGTH L8 572'47'00'- 42.17' L9 N30 23 35'- 19.1 L 12 1 N 14'32 48 E 1 4.15' LINE TABLE LINE BEARING ,LENGTH L 10 S7527'121- 356.94' *STOP DEANE STREET/SOUTH ASPEN ALIGNMENT WORK AT STATION 1.1-00.65. CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C9 27.75' 29.93' 16.61' 28.50' S44'05'44'- 61' 48' 00" CIO 99.76' 27.51' 13.84' 27.42' S5'1744'E 15' 48' 00" LINE TABLE LENGTH =LINEBEARING,,, 93.48' NOTES.• 1) CONTROL INFORMATION REPRODUCED FROM MAPPING PROVIDED BY SOPRIS ENGINEER/N(- , LLC, DATED 12-05-05. 2) PARCEL NUMBERS SHOWN FOR CONTROL POINTS WERE DETERMINED US/NG PITK/N COUNTY'S PARCEL INFORMATION AVAILABLE FROM THE COUNTY'S GIS INTERACTIVE MAPPING GARMISCH STREET ALIGNMENT TABLES WEBSITE FOUND AT- http://www. ospenpitkin. com/Departments/G/S-Mapping/ self -Service - Cen ter/Web -Maps/. 3) IT IS UP TO THE USER TO VER/FY THE EXISTENCE AND ACCURACY OF THE CONTROL POINTS SHOWN ON THIS SHEET PRIOR TO LAYING OUT ANY OF THE ALIGNMENTS FOR THIS PROJECT. IF ERRORS ARE FOUND, CONTACT SGM TO AID /N THE DETERMINATION OF A SOLUTION TO ENSURE ALIGNMENT LAYOUT /S PER THE DESIGN SHOWN FOR THIS PROJECT. Date B Job No. 2000-236.007 # Revision Y 4S Street and Site layout Plan Drawn by: TLB )10 2 Responses to COA Engineering Comments dtd 6/6/14 7/10/14 LB/D Date: 12/24/13 One Way QC: XX PE: JH Of File: 01 -street -Plan 11 u � I � I :.... ;• .:■u. •., ... .. �y.a-.�.x.�,.,am�n:..xaru��z-.. ,�«a�ae.�•.. F i...:.� x i ■...■ r n .. 3 r� r � ■ a,.. <;..-.ate wa����n..�� .:�� i . - <r.:..-«, �.,�..u, ,,..,,�,a>.,. .,._..,.,.. .,,,,., ... .... .. _._......... NOTES.• 1. THE RECONSTRUCTION OF SOUTH ASPEN STREET, PUBLIC UTILITIES AND ASSOCIATED SIDEWALKS, CURBING AND DRAINAGE IMPROVEMENTS AS DEPICTED IN THE FINAL PUD PLANS FOR LIFT ONE LODGE WERE APPROVED ALLOWING FOR THE REDEVELOPMENT OF THE ASPEN STREET CORRIDOR. INCLUDED AS PART OF THE DEVELOPMENT AGREEMENT FOR LIFT ONE LODGE IS A PROVISION THAT THE CITY SHALL REQUIRE PROPERTY OWNERS ADJACENT TO IMPROVED PORTIONS OF SOUTH ASPEN STREET BE RESPONSIBLE FOR THEIR PRORATA SHARE OF THE COST OF THE IMPROVEMENTS ASSOCIATED WITH SAID SECTION OF IMPROVEMENTS IF PROPERTY OWNERS SEEK IMPROVEMENTS TO THEIR PROPERTY. PV/ STA.8+53.88 Q Graphic Scale PV/ ELEV.8002.40 AS THE APPLICANT FOR THE SOUTH ASPEN STREET TOWNHOMES MAY DEVELOP THEIR LOTS 0 15 30 60 K=1.58 k h PRIOR TO THE DEVELOPMENT OF LIFT ONE LODGE, AN AGREEMENT IS REQUIRED TO BE 10 00' C o EXECUTED BETWEEN BOTH THE APPLICANT FOR THE SOUTH ASPEN STREET TOWNHOMES AND THE OWNER OF LIFT ONE LODGE, APPROVED BY THE CITY ATTORNEY, THAT OUTLINES In Feet: 1 " = 30' °j 0 WHO WILL BE RESPONSIBLE FOR THE IMPROVEMENTS AND HOW COSTS SHALL BE SHARED PV/ STA.7+53.87 a ^ o OR OTHERWISE REIMBURSED PRIOR TO THE ISSUANCE OFA BUILDING PERMIT FOR SAID PV/ ELEV 7988.76 o + o W 8010 . . . . . . . . DEVELOPMENTS. ASSUMING THAT APPLICANT FOR THE SOUTH ASPEN STREET TOWNHOMES .. . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . .00' . C W 9.34x 010 K .. °.0 _. 8 25 cij �u (j IS FIRST TO DEVELOP, PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR ^ v �' LOTS 1 OR 2, THE FOLLOWING CONDITION MUST BE MET. : : : : : : : . ........... ..............................................................................�N.... ^Q.. ...... -.. 8005 mm 8005: COMPLETION OF THE IMPROVEMENTS TO S ASPEN STREET AS DESCRIBED IN THE FINALS N PVI TA.6+77.04 ^ 9.06% PLAT, PUD PLANS AND DEVELOPMENT AGREEMENT FOR LIFT ONE LODGE (ORDINANCE NO. 8000: 23 (SERIES OF 2013) 5). PVl ELEV 7978.00 c;; V �; W. O ^ o 8000 . . . Ca J) C) 15.41% h cp : 25.00'' VC mm : �� +g 2. SEE SHEET 45 FOR DETAILED DESIGN INFORMATION RELATED TO THE CENTER LINE OF ^ 5 6�� :. °� • •• •. °0 °0 995 7 7995 SOUTH ASPEN STREET. . ' . t J. SEE SHEET 46 FOR DETAILED DESIGN INFORMATION RELATED TO THE WEST SIDE OF : : : : : : : : : : : : : �` . . . . . . . . . - .• ,..... 7990 7990: ' • ' SOUTH ASPEN STREET FROM THE EDGE -OF -PAVEMENT TO THE WEST TOP -BACK -OF -CURB. o h o 4. SEE SHEET 47 FOR DETAILED DESIGN INFORMATION RELATED TO THE EAST SIDE OF _ _ . •. . . • . . . . . . . . . . . ..PVI.. 985 .mm �� �� � PVl STA8+7510 7985: SOUTH ASPEN STREET FROM THE EDGE -OF -PAVEMENT TO THE EAST BACK -OF -SIDEWALK. = t� 00% :v K=2.47' 5 67 P 7 / 15.00' yd. 5. THIS DESIGN IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME. ACTUAL :... •..... 7980 7980: . . . " ' . ' FIELD CONDITIONS AND DESIGN REQUIREMENTS BY OTHERS MAY REQUIRE MODIFICATIONS TO THIS DESIGN DURING THE PERMIT SUBMISSION PROCESS. : : : : : PV/ S7A.8+23.09: . . . . . ' . . . . . : . . . . .' . . . . . ' . . . . . . . . .' . . . W. . . . . . . . . ' . . . . . .' . . : : : : : . . . . '. . . . . .' . . . . . ' . . . . . . PVI STA.4+38 86 PV/ ELEV 7999 61 7975 : - - - 6. CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECT/ON DISTRICT OFFICE PV/ ELEI!7949.42 - K-3.78 975 OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS K=25.03 25.00' VC . 50.04' VC 7970: . . . . '. . . . DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND . . . . . ' . . . .. . . . . . . . ... . :. ... . . . . . . . . . . . . ... . . . ... . . . . . . . . ... . . . . ' . . ... . . . . ... .. .:. .. :7 970 APPROVALS. 7965: . . . . . . . . .' . . . . . . . . . . . . . . . . ... . . . ... . . . . ... . . . ... . . . . . . . . ... . . . ... . . . . . . ... . . . . .. . . . . ... . . . ... . . . ... . . . . ... . ... . . . . .. . . . . . . ... . . ... .. .. .. .. ..: : : 965 13 00� 7 LAJ / ......... ... ... .... ... Q() m 7960 7960: i / . 7955: . . . . '. . . . . .. . . . ... . . . . . . . . ... . . . ... . . . ; . . . . ... . . . ... . . . ... . . . . ... . . . ... . . . ... . . . . ... ... . . . . . . . . . ... . . . ... . . . ... . . . . ... . . .. . . .. . . . . .. . . ... . . . ... . . . . . . . . . ... . . . ... . . . . .. . . . . ... . . . ... . . . . .. . . . . ... . . . ... . . . ... . . . . ... . . . ... . . . . . . . . ... . . . ... .. .. .. ... .. .. .. .. .. 7955 o 7950: . . . . .. . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . .. . . . . ... . . . ... . . . . .. . . . . ... . . . ... . h . . .. . . . . ... . . . ... . . . . . . . . . ... . . . ... ... . . . . ... . . .. . . . ... . . . ... . . . . .. . . . . ... . . . ... . . . . .. . . . . ... . . . ... ... . . . . ... . . . ... . . . . .. . . . . ... . . . ... . . . . .. . . . . . . . .. .. .: - .. .. .. .... .. .. .. .. ... 7950 PI4N A: 1+21.04 7945: . . . . . . . . ... . . . ... . . . .. PV/ T ELEV 7918.28 .. ... ... .. ... ... ... .. ... . .. ... .. ... .. ... .. ... .. ... ... ... .. .. - .. .. .. ..... .. .. .. .. 945 Q 7 K=13.31 k h /� 85 00' vc p : : :. .. .. .. .. .: 7940: . . . . . . . . . . . . . . . . . . . . . . .' . . . . ... . . . . : . . . . . . . ... . . . . : . . . . ... . . . ... . m . .. . . . . ... . . . ... . . . . : . ' . 00% . . . . . . . . . . . . . ... . . . . . . . : . . . . . . . . . . . . . . . ... . . . . . . . : . . . . . . . . . ... . . . . .. . . . . . . . 7940 7935: ......... o . . . ... . . . . '. . . . . . . . . . ' . . . . . '. . . . . . . . . . . ' . . c�a w . '. . . . . .' . . . . . . . .. . . . . .' . . MA TCH SOUTH:- ASPEN -STREET : . . . . .' . . . . . ' . . . . . '. . . . . .' . . . . . ' . . . . . . . . .' . . . . ' . . . . . '. . . . . .' . . ' . '. .' . . ' . '. .' . . ' . '. .' . . ' - ........:..........: :7935 p v V t%i 4i PROPOSED . V V JUAN STA. 3+78.69- = SAS STA: 4123.98 chi) m aD � � . . . . .' . . . . ... . . . . . . . . .' . . . . . ' . . . . . . . . . _ . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . .' . . . . . ' . . . . . . . . . . . . . . ' . . . . . . . . . .' . . . . . ' . : .' - .. .. .. .. .. .. .. .. .. .. 7930 7930: . . . . . . . . . . . . . . . . . . . . . . . EL 7947.98 . g•50� 7925 • m rn . . . . . . . . ... . .. . . . . .. . . . ....� . ... . . . ... . . . . .. . . . . ... . . . ... . . . . ... . . . ... . . . ... . . . . . . . . . ... . . . ... . . . ... . . . . ... . . . ... . . . . .. . . . . ... . . . ... . . . . .. . . . . ... . . . ... . . . . .. . . . . ... . . . ... . . . . .. . . . . ... . . . . . . . . . . . . - .. .. .. ... .. .. .. .. .: 7925 W. . .' . . ' . . . . . .' . . . . . ' . . . . . . . . . .' . . ' . .: . . . . .' . . . . . ' . . . . . . . . . .' . . . . . ' . . . . . . . . . .' . . . . ... . . . . . . . . .' . . ' . . . . . . . . . .' . . . . . ' . . . . . . . . . .' . ' - .. .. .. ..:. .. .. .. .. .: 7920 7920 : ..... ....... ..... .. .....: ... _ .' : .' : .' : : .' 915 S 7915 CALE .- -HORZ.• 1 "=30' VERT- 1"--:10' W 0+00 0+40 0+80 7+2U 7+6U Y+UU Z-�-#u z-1-ou ollzu J-rOV gtVV �-rIfv It -Jav ?--LV SOUTH ASPEN STREET CENTERLINE PROFILE GMSouth Aspen Street Town homes 118 West Sixth Street, Suite 200 Aspen, Colorado Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com al -OV 0 -1 -UV Revision 07"lft/ VTOV Date By [Drawn b No. South Aspen Street Plan and by: ate: Profile C: e: 2000-236.007 TLB 4k/ 04/25/14 Ro TLB PE: i Of C44-SAST-PP h rn '�a0 OO �O �o� hog '�o� Nao Oao Ooo moo h� h� �� ')� d') "�� N� �� �� �N h cp �o <r�o ��o coo ^ ^ h O 4nN rl NN N rnN O ^ O O "� ^ h h co O ^ RN ►� O oo N nj O 00 cp h N r\ of ' '� �'� ) h "� r\ '� of �t ') d h h �r ^ �r N Qi Q) O d `� d °� cp O ai co h r7 .� co O c° r.j cp co ca ap "� .� c° h op d- ^ c° oo �6 o0 N of h N h Q) O ^ o O �d a, a, o,^�"� co ^ N N N N N rn� rnrr �� �� �� �h ob a,h oh ; �% a,�o rnca a,% a,r� a,r� rn^ ;�^ rnao 00 o�ao rnao ;�rn 11 0+00 0+40 0+80 7+2U 7+6U Y+UU Z-�-#u z-1-ou ollzu J-rOV gtVV �-rIfv It -Jav ?--LV SOUTH ASPEN STREET CENTERLINE PROFILE GMSouth Aspen Street Town homes 118 West Sixth Street, Suite 200 Aspen, Colorado Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com al -OV 0 -1 -UV Revision 07"lft/ VTOV Date By [Drawn b No. South Aspen Street Plan and by: ate: Profile C: e: 2000-236.007 TLB 4k/ 04/25/14 Ro TLB PE: i Of C44-SAST-PP GRAPHIC SCALE o NOTES.- 30 0 15 30 60 120 1. THIS SHEET IS SUBSTANTIALL Y IDENTICAL TO THE PLAN AND PROFILE SHEET RECORDED IN CONJUNCTION WITH THE LIFT ONE LODGE SUBDIVISION/PUD FOR RECONSTRUCTION OF THE SOUTH ASPEN STREET CORRIDOR SOUTH OF DURANT AVENUE. ( IN FEET) IT IS SUBJECT TO THE RECORDED DEVELOPMENT AGREEMENT FOR LIFT ONE LODGE 1 inch = 30 ft. iZ cd SUBDIVISION/PUD; THE DEVELOPMENT AGREEMENT PREPARED, EXECUTED AND RECORDED PVl STA.8+53.88 FOR THE SOUTH ASPEN STREET TOWNHOMES; AND AN AGREEMENT BETWEEN THE m APPLICANT FOR THE SOUTH ASPEN STREET TOWNHOMES AND THE LIFT ONE LODGE PV/ K= 1. 57 024p o II DEVELOPMENT, APPROVED BY THE CITY ATTORNEY, THAT OUTLINES WHO WILL BE K=1.5Z 10.00' vc Z5 W RESPONSIBLE FOR IMPROVEMENTS TO SOUTH ASPEN STREET AND HOW COSTS SHALL BE SHARED OR REIMBURSED. REQUIREMENTS INCLUDED IN ANY OF THESE DOCUMENTS ooh oo SHALL BE REMEDIED TO THE SATISFACTION OF THE. RESPECTIVE CITY DEPARTMENT RESPONSIBLE FOR OVERSEEING THE REQUIREMENT PRIOR TO THE ISSUANCE OF A o BUILDING PERMIT. . .PYI. STA.7+53.87. 00 . . . . .. 8010 . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . PV/ ELEV 7988.76 W 010 8 2. SEE SHEET 44 FOR STREETS WEST SIDE DESIGN FROM THE TOP -BACK -OF -CURB TO K=14.91 v v 3 THE WEST BOUNDARY OF THE PUBLIC -RIGHT-OF-WAY. " 8005. _ ... ... _ ... ... ... ... ... ... _ ... ... _ ... ... _ ... ... _ ... ... ... _ ... ... - q 2%. .. 005 25 00' VC m m 3. SEE SHEET 46 FOR DETAILED DESIGN INFORMATION RELATED TO THE WEST SIDE OF -PVI STA.6+77.04 o � 07% SOUTH ASPEN STREET FROM THE EDGE -OF -PAVEMENT TO THE WEST PV/ ELEV 7978.00 " ^ IN M 8000 . . . . . . TDP -BACK -OF -CURB. .:. K= f2.'50 . . .. .: + ^ r\ ov 8000 4. SEE SHEET 47 FOR DETAILED DESIGN INFORMATION RELATED TO THE EAST SIDE OF _ v v .: 6g%�. h :. h ^. . . . . . -7995 25. 00. vc �ti 7995 . . . . . _ SOUTH ASPEN STREET FROM THE EDGE -OF -PAVEMENT TO THE EAST BACK -OF -SIDEWALK. h h N m m 5' h o. Sj W W 00 00 0�. mm � 5. THIS DESIGN IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME. ACTUAL . . . . . _ . 7990. FIELD CONDITIONS AND DESIGN REQUIREMENTS BY OTHERS MAY REQUIRE MODIFICATIONS :. .:. :. p `a� �^ �W. .��. .799 W W > > V V PVl STA.8f75.10 TO THIS DESIGN DURING THE PERMIT SUBMISSION PROCESS. : m m m m �. P. vl ELEV 8005.67 6. CHANGES MA Y RESUL T AS PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE o/ 15.00 4,VC 7985 7985 .- o%•� t PV1 STA.8+23.09' OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS PV1 ELEV.7999.61 7980. _ DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . .. . . . . _ . . . . ... . . . ... . . . _ . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . .K=3.78. ... . . _ . . . .. 980 APPROVALS. 7 25.00 VC 7975 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . ... ... _ ... ... _ ... .. Vl 42 ... ... _ ... ... _ ... ... _ ... ! ... _ ... :7975 PV1. STA 4+J8.86• P ELEV.-7949. K=25.00 7970 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . ... . . . . . 1/ . . . .. . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . .. 970 50. 7 7965 . . . . . . . . . . . . . . . . . : . . . . . . . . . . . : . . . . . . . . . . . : . . . . . . . . . . . . . . . ... . . . . : . . . . ... . . . . . . . : . . . . ... . + �.:. ^ .. j 40% ! �. :. _ 7965 UV ti 7960. . . . . ... . . ... . . . . . . . . . ... �. ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ ... ... _ ... ... _ ... : 7960 o mm 7955 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . ... . . . . . . . . . .. . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . .. . 7955 N Q 7950 . . . . . . . . . ... . . . ... . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . ... ... _ ... ... .:. 950 PPOPOSED . 7 m CENTERLINE - 'PROFILE' . , 7945 7945 . . . . . . . . ... ... PVl S7A,1 +21.04 : . . . . ... . . . ... . . . . _ . . . . ... . . . ... _ ... ... _ ... :. _ h PV1 ELEV.7918.28. � W , Q) K=13.32 7940 7940 . . . . . . . . . . ... Q . ... . . . . . . . . . ... . .85.00' . VC . . . . . . . ... . . . . . . . : . . . . . . . . . : . . . . ... . . . ... . . . . : . o do% .: . . . . . . : . . . . . . . ... . . . . : . . . . . . . .. . . . . _ . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . d 0 N 7935 . . . . . . . . . . ... o. ... . coo . . MATCH .EXIS .TIN. G DURAN.T . .� N . . ... . . . . _ . . . . ... . . . ... _ ... _ ... ... .. ... ... ... ... _ ... ... _ ... ... _ ... ... _ ..: ... ... ... .. ... ... _ .. m A.VE. SURFACE ELEVATION .7935 r\ O AT SAWCUT �I II SFA.0+78.54 7930. v . 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I - - - , - - - , � , ',,'�,- * , 1 I �� , , I : - - ' ' , I I , , -1. , , ,Z�� �, ,�,"' . , �, . 11 , * . - ' �:, : : . * . _I ­­.- ­.I.:_i" , i I 1� 1, - , I � , ��,,� , , , , �, , . - - ; . I 11 ... ; '\ \"' L �'� .. I � 11 � . . I . .. \ . . . . . .. . . . I I ... . - � . I . . . . . . . . . I . . . I k",, , � L -V-N,:-,S/A. 7,,-46�tF4 - J_ .... \", . .. .. . . . .. . . .� . .� : � .. . .. . - . __11 ... . ... , , . . . m r-: * . � \ . . *: ­ . .. I 1, _. . . . ' . . . .. . I � . - I . . 45 a . . . . . I . I � � . . . : : : :.I . ... 11.11 ---- 11 .... I— I : . . . . . � . " . . . I . . . : .. . . . : . :1111 . - . I - . . . . . .� . - I . . . . : � . . .: l '. - 0 -/ *. .. .. � , ; . , : . . I � . . . ' " - . I . I � . .. . l FROM I I . , . . . l . i � . E'L - -27. TO + - , :..... I.. 32. - --ow-). 62'R . 79�i i : - : : 4A,' C FOSS -50F :::::: - .."I .-: .. � . '/U/"/ .. . . . . . . . . . w . . ' STA. 7*07.20 L - ,:. '-t'o X EL. 7929.51 � . . . . . . . . . I . . . . . .' .�6 : : . . . . . . . . . . . I . ". -,,� . . �1 I . . , ' �L ___T' 179 , � � . .. ' STA. 74-7?.;5q,-: � j : � , ::..., : : : & �m ammm"Nomm am mm . �_:': - ----- � , , , 7 7!YPIbAL ; CR - ; /jO/V T i�SMO k ' , _5 - \7 " 98,A-1, , . BEGIN 1� ,�' ELS 68 1;; . . . � . . . . SEE SH� ', C 1 0 \ . � . . . � 11 � __ I EL. 79,i� : : : . . . X : . . . . . . . . . I . � .. . TREET-. - - SHEFT010 FOR : . : _� .. . . : .. ' . % . . . . . . . . . .. .. - / . : * I ... . . . .. � . . . : : . � '. : : . :. . . . . . . . STA. �. 7+48.05; CLEL 7988, O.' .. SEE 0 S 2&00'R' .:.* . . . . . : . . . . .. . Ij I . STA. . 4 +88.54; STA. 4+88.54,- .. : . : 'OE . IIVFO,�VA T1' ' - , . � 0/5 28.0; � � . 1� - I STA.2+09.J5 STA.2+4§.'52 . . . WES�t SIDE OF S FOR D _T .. ALIGNMENT FOR . 11 . . I . q l . .. ; .. . I . . . :.: .-: - . . . � AILED \ I .- .1 11 - - � . . % ; : . . . . , .* . I . . . . . " l DETAILED SIGN � ON. : . �' . I IT I !, - . L'/-' Z�.V/,. . . . . . . . . . % . : : : ::: : . :::.. . � . . . . . . . . . . .. .. . . . . . . . " �;, - .. ... . . 1. 11 41.84 01S J2.74'R . . . qJ � � � � . . . . . . . . R5.5. .: l l '. 1 :. l. : ,,t.�� .1 . . 11 . . . . . � . I . . � . . . . " I .... , . . .. . . . SOUTH ASPEN S S TA. I * 06.85 . ; I - , '� "--.. � `_�_ .28.61'R* : . . � .: 01S 20.00'R- 01S 20 00'R . . . . . . -. I " EL. 7917.57 _'�'A. 1+' , . I ... \\� . 01S . I . . . �. .. . .. . . . . .� 1 18' 1 . . . . . . . . � � . . . . . . . . :-, I I 01S J2 99'R 5� EL. 7927 17 EL . 7929.56 , � 0. . EL.79JI.92 . : : , .. * \ - . : : l : I . . R5.5 - R5.5 I. : : : I : . . . . . �. . .. . . . . . � EXIS77NG l l � DESIGN OF ... . ., .. . . : �1. a - : : : . . 1. . . . . . . . . . . '. 1, :..... I . . . . . - I : . .- . . . *. . . D�?IVEWA Y . - - . � . I . . . . . . . . l : 11 . I . . . l � *. , : ; . .: . � : p * * : . . . �. . . . -. . . � o - I . � I .1� EL. 7920.68 � \ � . ALK . . . . . . ... . -1 SOUTH END h . JJ.07'R , END` OF: SIDEW . .; . . . I.. . . . . I . . % . � .. % . ! . I ..... L : I '. EL. 7917.45 � , :BEGIN 7YPICAL SOUTH ASPEN . . . . I . 3P.. 0+00.00 O/S . DETACHED STA.2+49.88 I � - '. '. . � l *. !­� . : : � � . . . . . . . . _\ I * . . . . . . .. . .. . . . : 1\,; 1; . . . . ;: . . - . . . .. . . '. . : � : - / . I . ,.;, I I . 6 'R I � ­­ , . � l 11 1 � � � : : . I . : : : - . . . . . . . . . !ZURS CU '. . � . . . .1 . .. .. - - 2 . I * : . � N1485666-59 L_ . .. . STA. 1* 1Z80 0 J0 ­­­­.... _,._�, _­ . . .. - . - SOUTH .. '. '. . r , .:� - . .. UTURE SIDEWALK AREA '. . � I . . . � . . . 1 __ . SOUTH ASPEN I / : STA.*: I * 12.79 . SIDEWALK 6 . �/T . . WEST l SIDE. OF. . . . : : -SECTION 1: : . . � .-F . . . . . . . . . � . . . I . � 1p 1. 5 - , . .1 - ::::: : ... . . .. . . . . , ..:. ; . .1 � l l'. . I E2625 I J9.55 . I �IZSL. 7Z9 6 . .. I � S7REET* CROSS . . . � . . . I . . . . . *. . , 'i I . . .. . . I . :. . . I . . I . . . �_ I . l p: : - : : : . - . .. . . . . . ll!': - I . . . . . . : : ::: * . . . �. . . '.. . . . . I � I . . . . . . . : : : - : :. � . . : . . . : :: . '. . . . . . . . . , 4+4220; CLEL 7949.91 : . . - 1. '. . . . .. . . . : I : O/S I JJ. 04'R (� 01S 22 93'R 4.77 ... ,�: l : : . .� . . ... . . .. . , S TREE I, S TA. .. I I (SEE SHEET C 1) EL. 7917.86 LANDING STA.2+1 . . . ASPEN ,5TREET : . . . k. kz . SEE NO Tf . . . . . . . . I . . . . . l _. 1. , '� I : : : S TA. . . . � . . . . , i . . . . . I , . . . . , * * . . . . . . � . . � . . . . I � . , . EL !� 7917.90 �> I ;.. . . . . . . . . . . . - 1�1 - . . � : : : . . . . I . . . . . . . .. . .: q: ' � . - . : 41 : ;­ . : . . I . .", . . . . . . . . . ! I - 01S 2751'R . . . . - � � � :: : . .. I , I ,.. . . : ., . I . . ! . . . , . . . * � I I . i ,,- . � . . . :1 7+92 TO � �_ ; �. .. . . . : . .. -#� (/ . .;, . . : 'I � � �l : I : : . END JO� C&G WeST SIDE1 - -. '. : I : - . i -) STA. I * 17 78 � . . . . . ... . � .. .) .1. : : . - : - -T . * . .. � . � ; I . . . � . I I . : �l: . . ;.. � . . . . . . . - - : - - . - . : . � ; . . . . . ; ; . . . . . . . : . . . RE AINING WALL 21 'IN HEIGHT FROM - STA 49603� . :: : : : q . '. - . * � i EL. 792Z 06 i , . � . . : . . . : : , � L . . I . . . - � . . /_ � F. : . - . . . . : . . . . � 1. � : . . . . . . . . . I . . . . . . ..: I SOUTH ASPEN SMEET. : � . . . . . . . � 1 : : . . I . . . � . . I ; . ; � STA.�2+61.81 . . . . . : . I . ' z 01S 28.04'R I I . . . . . . , . . .� 0 t 0 � .8+84.40. : . . . . I * - : i.. . . . . w : * . : � 0. : I . FINISHED GRADE . , . . / . .� STA.8�416. 11 I l . '. . . . . . I . : : . . . . G wEsr--"-S1DE . STA.2+15. 10 � . . : '. * �2 . .. .. : 11 / I GIN 30 C& . � EL. 7,918. 00 , . . .. w . . . . . � - . . � . � . . , � . l . : I I � �.. J i 01S' 24. 18'R . . . : . . . i � . : , : : : . I . . I. .. , . . i . '. . . � . . � . : SEE SHEETS 44, 48 AND :49 � . . . Rs_� . . . . - . SOU ASPEN SWET � �5 01S J2.51'R I I . I . . � :;;� � : . . . : i . � . . .....: 01S." ,.,,'R 11 I . - . � _. . : . . . . : : � .. J7,-. 01S 19.5'R,- SURFACE E� 7959.82*. . . . . . I i . . .. . . I i STA. 1+ 17.79 El. 7927.17 :::: I", � - LL.79JO-88 : . � : .. . .. . � m : . - : . : : . , : : : : . BEGIN STA 5+16. . . . . . I .... 1: : i '7998.95 �� - % �, � � . . . . . I � ; . . . . . . � . . . . 4 . . . . . . . . . - . . r, . . . . . i� q : : - : : :: . . I . I . . . . - CE EL -7972.15 '. . EL. I .. . . : . . . .. . . I 01S JJ.04'R ; .. . I .� . l . . . . . '14K � `_-� : : : : : : I FOR JUANISOUTH AP EN � . - - 0 - SLIRfA / . . . . . \ STA +,07� 9 1 ... I.. . - . S � I : : : : : . . . . . . . . . . . I . END STA. 6+26.7J, IS 19.5'R, / .... I ." STA.*2+62. � 7 : : . . . : . : . : : : : , - . � . j::::::::: : I 0 � 15,5 '0 I . ...4 --.-__1.1-,;- , . . .. . . I � � : . . . - . . . *. . � . :::::::::: . . . .: - � . . � i : . . �R . ...... :_!�, ., I . . . Z5 I .: I : : I , ­ I : : . . � . . . . : . . . � . ­ I . . . ..". I � . . I . : . , . � - I EL.7918.00 STREETS INTERSECTION. . . I . . . :. . I I I .. .: ! , O/S 29. t7'R . . : . '. . � : IS . . . : . � . . . . . . *. '. . . EL. 79 7 6.50 1 . . . . . . . . . . : - : . . . . . .. :::::::::: I . .. : : : : : I I . : . - , * , , . I I .. i � ,� 1 . . . . . . . . . . . l I ... ­ : . . : . i : . . . . . . � - .- � : a . . . . l ... . . . ; . �,, ": ,,, 98 � I : . . 2 : : : : : : .: . . . , I ; 11 , � ELI 7930. . . . . '. . I . . . �: . . � . .. . . . . . . , . - CE GRADE . , . . . �: . . . :1: : :: : . - l ..: '' I . . : : � . .:..:::. . .:::: . . . . : � END FINISHE ­� . . � I : � : . . . i . I ..: �: : : . . . *. . .... .. 1�' . . . : // ID mommmmummomb 900 few D SURFA . . � � . . . � . . .; i . . - I. .1 � : ...... . � .. , : � . . . . . . . � , � ... . . .. . � . , . .. - . : . . . . . . . . , . . ..... . .. . . . . . . � � . i . I � .. CURV CUT: , . . . I : : .::: -1 . I . .:::: : � . .. � . ,� . . . . . . . :.: .:.: .. . . .. . . ­.. _ I . . . . I . . ING . . . . . � ....: . 1 . � : : : : : :.. I I , l . . . a *. . '. . .. .. . . . � � .. :. : . . ... : . I . i �, - I . . . . . . - . . . . . . '. . - . : . ­_ A T EXISTING RETA ­ - . . . . 1. . : .... .l�" INING WALL; --------l EXIST . . : q : . . : . . I '-Z. . : . . .� �, :; . . . . . . . . . .� ... ... .. �. : : .. . - / ...� � I � //I . i � . - I ,�� .: M SHEET Cf. 1 . . � I : . : . : z . :: , '. . .*.,.. 1 . . ; I I . . 2"LIP AT CURB; SE15 DET . . . . . 6 : : � : : * . . . ; . : : .1 �� �. . . . . . : : 4. : : . . . . . . .. . . : : . . . . . . - . .. I. . . . . I . . . . . . .0 :1 - : . : : : . l. .. �%..,. ", I : � : � APPROXIMATELY 1.5' IN HEIGHT : ; . . . . . . . . . . : - . . . . � . . . I ; . i . I I . � . . .. . , . . . . .. . . . . . � . . . . : . . � .. . I . . i . . ; .: i . . : i : l . . � , : ! ::I : . . . 1. . , . : - . . . I . . . . 1� � . : � :. . . . . � . . . 14. : i , I 4 . . - : . f .. . . . . I 11 � l a . I (Z� GRAPHIC SCALE 1: 30 0 15 30 60 120 ;z NOTES.- I I I I I __ I 11� 1% - I i!� 1. THIS SHEET IS SUBSTANTIALLY IDENTICAL TO THE PLAN AND PROF-ILE SHEET (n RECORDED IN CONJUNCTION WITH THE LIFT ONE LODGE SUBDIVISIONIPUD FOR ( IN FEET ) k Z i� (6 RECONSTRUCTION OF THE SOUTH ASPEN STREET CORRIDOR SOUTH OF DURANT AVENUE 1 inch = 30 ft. %'Z� IT IS SUBJECT TO THE RECORDED DEVELOPMENT AGREEMENT FOR LIFT ONE LODGE PV1 STA.8+5J.88 2 SUBDIVISIONIPUD THE DEVELOPMENT AGREEMENT PREPARED EXECUTED AND RECORDED PV1 ELEV8002.40 wc� 11 F-01? THE SOUTH ASPEN STREET TOWNHOMES; AND AN AGREEMENT BETWEEN THE . K=1.57 ;_� � APPLICANT F -OR THE SOUTH ASPEN STREET TOWNHOMES AND THE LIFT ONE LODGE . 10.00, VC (5 �d DEVELOPMENT, APPROVED BY THE CITY ATTORNEY, THAT OUTLINES WHO WILL BE -do-"-- � - S SHA L L BE �, RESPONSIBLE FOR IMPROVEMENTS TO SOUTH ASPEN STREET AND HOW COST 2�2 21�1 06,�z � "i ,5HARED OR RE-IyBuRSED. REQUIREMENTS INCLUDED IN ANY OF THESE DOCUMENTS 10- (Z� Q) E DEP4 T EN T +2 +2 SHALL BE REMEDIED TO THE SATISfACTION Of- THE RESPECTIV CITY RM ... .00 I . 0.0 � ...... RESPONSIBLE FOR ovERSEEING THE REQUIREMENT PRIOR TO THE ISSUANCE OF A ...................................... PY1. STA. 7+5J. 87 ................... * 8010 ........................................................................ I ............................... . PV1 ELEV 7988.76 . . . . (1, 1 Q . RMIT . . . . . . . . . . . . . . . . . . ��,', I �1) I % BUILDING PE . . . . . . . . . . . . . . K= 14. 91 �(,J) �- 8010 ...... . . . . . . . . . . Cn cl� � . . . . . . . . . . . . . . . 25. 00' VC . . . . . 2. SEE SHEET 44 FOR STREETS WEST SIDE DESIGN FROM THE TOP -BACK -OF -CURB TO . . . . . . . . . . . . . . . . . . . . . . ....... : . ........................ I . . _A� - . .. .8005 . . ............................................................................................................................................... - - I.. . . . . . . THE WEST BOUNDARY OF THE PUBLIC -RIGHT -OF --WAY . . . . . . . . . . . N ` . N CNN . . . . . . . 8005 ...... . . . . . . . . . . . . . n 1Z.) . 9.07% . . . . . . . . . . . -PVI STA.6+77.04 , PI) . . . . . . . . . . . . . . ' . � 1z; . . . . 2 L(No. . 2 N - T D TO THE CENTE LINE . . . . . . . . . PV1 ELEV7978.00 - l< - ......... h')8000 . . I LA E R . . . . . . ................ 11* . . . .. .. . i SEE SHEET 4,5 FOR DETAILED DESIGN INFORMATION RE .......................... I ... . _N 0) .............. N N,6 . . . - . . - . . OF SOUTH ASPEN STREET .......................................................................................... . . . . . K=6 f2 i -50 . . r*t N . N* ;� - . . . . to "o 8000 ...... . . . . . . . . . . . . . . . . . 25. 00. VC . . . , * . .. * . . . . . + + . . . . . . . . . . . LW . Q . . 00 00 . . . . . . . - I 1�) � "I I ....... . . . . . . . . . �% . . . �s % ..... � �' ,L*j ... �. W7995 - 47 FOR DETAILED DESIGN INFORMATION RE TED TO THE EAST SIDE OF . . . . .. . 5 , �,Z; *** (J) . . 4. SEE SHEE7 LA . . . . . . . . . . . .... ��, �- - ...15. tl� , (n - HE EAST BACK -OF -SIDEWALK, ................................................................................................................... Z� 2- - - - - z INr, I ** * * I , , " CQ . . . � . . (1) . . SOUTH ASPEN STREET FROM THE EDGE-OF-FAVEMENT TO T . . . . . ,. . . % IZZ)* S�ls ('�j I 0 . . . . . . . . . . . . . . . . . . . + _% . Q�. . 7995 ...... '�� , �� - + C611c) lzj� . . . . . . . . . . . . . . . . . . 00 N . (.10 03. . . . . . . . . . . . . . I'l. .. . . . (� . . . . . [-�' - '!!- - 7990 M . ACTUAL . . . . . . . . . . . . . . ........... *.. - 5 THIS DESIGN IS BASED ON THE BEST INFORIVATION AV *;� - V� I (� n - . . AILABLE AT THE T1 E . . . . % . . . . . 0 ...................... W - ................................. I C I - I . . . . . � . 'I) - . 6A. . . . TIONS ........................................................................................ . C� ) 'i �, V1 S TA. 8 +'7$. 1 0 . . . n Q . ...... FIELD CONDITIONS AND DESIGN REQUIREMENTS BY OTHERS MAY REQUIRE MOD/f ICA . . . . . . . . . . . . . . . . ( . - - . . . . . . Q� Q) - �- P ' 7990 . . . . . . . . ��, �� / ELEV8005.67 . . To THIS DESIGN DURING THE PERMIT SUBMISSION PROCESS . . . . . . . . . . . . . crj QQ . . . . . . - . . PV . . . . . . . . . . . . . . . . . . . . . ............ * - , * - * , , ­ * , , ­ , * K=2.46 - 7985 . . 6. CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFF -ICE .......................................... I . . .., .......................................................................... 4-00%- . . . . . 15. 00' VC . . . . . . . . . . . . . . . . . . . . . . 1 . . . PV1 STA.8+2J.09' . . . 7985 ...... " PARKS . . . . . . . . . . . . . . * . . PV1 EL,�V 7999.6 f . . . . OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPART ENT, CITY OF ASPEN . . . . . . . . . . . . . . . . . . . . . . . . CUIRB CUT * *CURB *CUT- I I * - - , . DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND . . . . . . . . . . . ...................... ....... *STA.7+49:JO ' . . . . K -F J. 78 ................. 7980 . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . -ELEV 7987.74 STA. 7+ 78.56 ' 25. 00' VC - . . . 7980 ...... APPROVALS. . . . . . . . . . . . . . . . . . . . . . . . - ' . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . ELE . V. 7992.52 . . . . . . . . . . . . . . . - - . . . . . . . . . . . . ................................................. 7975 . . . . .............. P.W. STA.4+J8.86 ............................................................ ..................... . . . . . . . . . . ..................................................................................... . PV1 ELEV-7949.42 - . . . . . . . . . . . . . . . . . . . 7975 ........... * ..... ** ' * ' * ' * ' * ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . K=25. 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... 7970 . . . . . . . . . . . . . 50. 00' VC .............................................. . . . . . . I I . . . . .............................................................................. .......................................................... ......... .. . . . . ... . . . . . . . . -do N_ . . . . . . . . . . . . . . . . . . . . . . . . . . . 7970 ......... * " * ' ' * ''' ' ' ' * ' ' ' ' ' . . . . . . . . . . . . . . . I . . . . . 1. . . . . I . . . . . . . I . . . I . . 0 - . . . . . . . . . . . . . . . . . . . . . . . � (ONI - -100 _,N� . . . . . . . I . . . . . . . ........ 7965 , . . . . . . . . . . . . . �Ii t6 - . . . I . . . . . �, 1+. .. . ..... ig N ..................... 0.0% ................................................................... I .................. . . . . . . ....................... I ....................................................... +;� . . . . - ... * ­ , 1�- . . . . . . . . . . . . . . . . . .+ . . . . . . . . . . . . . . . . . 7965 ......... * ­ ...... * ' * ' ' ' * * ' * " ' ' * ' ' * ... * ' ' ' * . . . . . . . . 1* N- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - Q . -(- Q . . . . . . . . . . . . . . ............................. 7960 . . . . . . . . (I -0 U ......................... . . . . . . S�- * ..... Q - ..................... . . . . . . . . . ��, ....... - * * - , "' * ­ , * , , , , * * * ­ * * * , ­ * , * , , , * , * . . . . . . . . . . ...................................... Z - , , , , ­ Cl) Q) . . i�� * , , '' , , * , . . . . . . . . . . . . . . . . . . . . 7960 .......... * ....... * ' ' * ' ' ' ' ' * " ' * * ' '** . . . . . I (i), , , , * , , * ". * .... ­ , * , * , , , , , ­ , , * ­ , , * * . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � - . . . . . . . . . . . . . . . . . ....... 7955 . . . + . . . ....................... ..................................... . . . . . . . . * ' ................................ ..................... ......... .. CURB'CUT* - ' * ' ' ** * .... ** ...... * * ' " ' ' * * ' . . . . . . . . . . . . ...... PC ON-FLOWLINE .................... N ................ . . .. . . . . . . 7955 ............. * ' ' * ­ * ' ' * ' ' ' * ' ** ' ' * ' ''* . ;� - . . . . . . . . . . . . STA.5-� 17.75 . . . . . . . . . . . . . . . . . . . . . . . . . . STA.2+01.-62 . . . . . . . V 7958.48 . . . . . . . . . . . . . . . . ELEV 7925,J2 . . . (n . . . . . . . . . . . . ELL . . . . . . . . . . . . . ........ 7950 , . . . . . . ...................................................... . . . . . . . . . . . . . k �,), - ... PPOPOSED' * * ...... .................................................... ................. . . . . . . . . . . . .............................. i ............... . . . . . . . . . . . . . . . . . . . - . . 7950 ......... * " * ' * ' * " * ' * ' - * ' ' ' .. . I ............ . . . _�- (z" . . . CENTERLINE� * * ' ' * ­ ' * ........ * * ' ' CURB CUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ANGLE POINT . . . Qkrj . . . , PROFILE' STA.4+88.54 . . . . . . . . . . . ... .. .7945 . . . . ON 'FLOWLINE . . im . . . . . . . . . . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . . . . . . . . . (z I, . ELEV. 7.954.98 , * , * , * * . . . . . . . . . . . - I I * , " , * * '" , * , * . . . . * , , * , '' * , " * , , * . . . * , * * , '" * , , * - , * , , ** , , * , * '' * , * , - * * * , ­ * * , * * ­ , * . . . . * * , , 2 . STA. 1*95.81 . . . . . . . . .. . . . . ... . � . . . . . . .. . . . . ... . I I * . . . . . ... . . . . . . . . . .. .. bV " , . . .tLL ' . . . . . . . . . . . . . / ,�f 7945 ......... * " * A 1_�.2�1.i94 , ,V. 7P24.72 . ;_� � . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! . . . . . (6 (� * . . . . . . . . . . I . . . . . . . . . . . . . . � , . PV1 ELEV7918.28. . . . . . . . . . . . I . . . . ........ 7940 . . + . . . K=IJ.J2 . . . . . . . . . . . . . . . . . ................................................................................... . . . Q� . . . . , 00% .. - - - --- - - , * - , , , , ­ ­ * , '' * , * * , * * , , ­ * * * ......... *** .................. *' . . . . . . . . . . . . . . . ..................................... CURB -CUT ...... . . . . . 7940 .......... ­ - .................. 85- 00 " VC ' ' - - - . . . . . 10. . . . . . . . . . . . . . . . . . . . . . . . . . ;� . . . . . . STA.2+67.02' . . . . . . . . . (/) -;ad . . . . EL EV. 79J 1. 8J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z �0 . . . * . . . . . . . . . I . . . . . . . . * * * ­ ­ ........................... 79J5 . k N 0) . � � . . . . . . . . . . . . . . . (Z) I TCH.EXISTING DURANT. .�c ......... ..................... - .- - .. .................... ­ - * , * , "' ­ " ­ - * * , , * ... ­ ''' * '' , , * , , , , , , " * ­ ''* * , , * - * * , , **' * * , *** , , * * , ­* " * ... * " *­ , ­ ....... * , ­ "­ , ­ ..... . . . ... .. . �6 .... MA _4 . . . . . . . . . . . . . . . . . . . 79J5 ....... i� �6 ....... �� , AVE. SURFACE ELEVATION � . . CURB CUT . . . . . . . . . . . . . . . . . . . . . . . % - - * 1-0) + A.2+14.00. . . . . . . . . . . . . . . . . . . . . . . . . . . . ;� - 4Z N AT SAWCUT . , . . ST . . . . . . . . . . . . ELEV 7926.75 . . . . . . . . ... . . . . . . . . I .. . . . . ... . . I . . . . . . .. . . . . ... . . . . . . . . . .. . 79JO 11 - STA.0+78.54 - . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . I . . . .. . . I . . . . . . . . . . . L4 , **� . . . . . . . . . (::,I Q . . . A( . . ... . . . - . . . .. . . . . . ... . . . . . . . .. . . . . ... . . . . . 79JO ............ 11K i� . ... . . . �� . . . . ELEI� 7916.-96 ­ - - - - - - -0- . . . PROPOSED FLO WLINE - . . . . . . . . . . . . . . . . . . . . . . . . . . �, . . . Q . CURB CUT. . I - ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q� �j - I � - . '\\_S7A.2*4J.64 - . . . (z rj� Qrj . . . .� . .9.50% PROF ILE . . . . . . . . . . . . . . .. .7925 . . . . . . . . . . . . . ELEV 7929.52 - . . . . . . . . . . . . .. . . . . ... . . . . . I . . . .. . . . . ... . I . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... I . . . . . . . . .. . . . . ... . . . . . . . . . . .. . . . . ... . . . . . . . . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . . . . . . . . . . . . . . . I . . ................ -CURB CUT , . . . . . . . . . . " . . . . . � � , , 11�.� - I " - , � I - - � , �' I " -, It "� I '...... I I -.. , "__ 41 �___ I " - ` \ ___1 , __ - �__ \ i -1 - -1 I __ - -. I - � - - I I I I , , , .1 I - mm� 5 7925 ............ * ' ' '' * '' . . . . CURB CUT - . . . . . . . . . . . . . . . . . . . . . . . . STA. 1417. . . . STA.2.*08.68 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CURB ,�UT - ELEV 79 1 7 1 0 - * . . . . . . . . . . *,,** , _ , * * , " , , * * _ * ... *** * , , , " ­ ­ ­ -7920 . . . . . STA. I+ 1, 8,1_ . . . . . ELEV.7926.24 . . - , , , , ­ * , * , *** , * , * - * * * * " * , , , , ­ , * * , , * * , * ** * . . . . *' , * , * , , , , , * . . . . . . . . 7 . ....................... PT.O& ............................................................................................... . . . . . . . . . . .1 . . - . . ELEV. 79 17 1,0 . . .. . . FLOWLINE . . . . . . . . . . . . . . . . 7920 -s(�ALE.'- * ' ' ' * ' ­ * ' * ­ * ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11, jol FLOWLINE ENDS AT INLET .. STA.2+05.57 . . . . . . . . . . . . . .HOII?Z.- ;= . 3.121-. . . . STA. 1 +,�8.68 . . ELEV. 7925.92 . . . . . . . . . . . . . . . . . . . . - - - 7915 . . . - . . . -V,-I?T.- 1'�­10' . . . ELEV 79*18.46 .(11) Q) .(.5 .(.5 �5 1_1) .(--,) 11� 11-P ,'-). � � � � � � � � � � � � � � � � � � � � (N L6 r%\ � � � � � 2 � � � � � � � 2 � 2 � 2 � � � � Lr) 13) r< lz� r< C6 (:� N 'N �6 % r< L6 or� L6 - ;� �6 - 1�11�) �d - �, �� N - 11 N � �_ ;� 06 (N ,_ N% (Z; �N 0 1-N 1 ) " �z N �� ,�i 64 N ;� Lo N C -N ;� ;� I I I __ ;� - r%l ;� I ;� 11 ;� ;� . ;� - ;� I � � � � 2 � � � �� �zl �d cz, �5 C� (� tz z tz LZ 1z Q LT_ Q r.,,3 g� ,Z) ,_ Q"4 ,1. ,+ ;� - �- � � � � � 2 � � � � � � � � � - Lr) (0 Lo IN Lr) �z tr) Lr) � N �_ (3) �, (C) N) (O � (Z) . � �6 �, (" 1, . (Z� 00 ,:� N - . tr) N) It t ) P') tt') �0 z �0 N, - ka 'I- � N, � �O ki) ,,� �_ �6 . . 1q_ . Q) tri r,6 r "' z 06 (d 0� o; ;� % % ("') ,Z) , Q� Q) (Z) . .,3 � crj _ N V_.: 14) 00 . (6 Lo 0 r) r< (:� % �N 0� �6 * L,� t6 % � "i C3 �d % - ') 'tr-) Ili 4� - ,6 N, VI: � N % (3i Q) (Z� . I-) < , � vi ,-) N � 0) -q, V,: N_ '14- tri 1+ N ,+ 0; V, L() 1. Q) �d � �0; �0 � t%�i � '% 11 ;� ;� ;� 00 P� CIO 2 N N o) � n N) pl� - 14. vt - " to 4) to N% ka k06 (N3) N �� ;� � N ;� t%\ 2 0" 2 CIN (_N ;� N � ;� 'q ') ;� , r%\ ;� ;� ;� ;� ;� ;� 2 � r') t1i �� "s ;� �%, N% N% �� ;� �� �� N ;� ;� ;� 1� ;� ;� ;� ;� �%, %N , ;� ;� ;� ;� I ;� ;� N% ;� ;� P ;� ;� I ;� ;� �� I r k11 i ;� I I I I I I I I I I I I I I I I I I _j I . . 7+20 7+60 8+00 8+40 8*80 -.L,fll 9 -i -RI) 3+20 J+60 4+00 4+40 4+80 5+20 5+60 6*00 6�40 6*80 0+00 0+40 0+80 1+20 1*00 Z_r1VL/ --- - - __ - __ __ # Revision Date By -_ Job No. 2005-522.0031 1 South Aspen Street Plan & Drawn by: TLB 49 GM South Aspen Street Townhomes Date: 10 - 1 1 8 West Sixth Street, Suite 200 1 Profile - West Flowline Qc: TLB I PE: JH Of Aspen, Colorado I - Glenwood Springs, CO 81601 File: C45-C46-C47-LOL-SAS-PP - 970.945.1004 www.sqm-inc.com I - �= - __ - STA.4t52 I 'MIN HA ET { R L19.50� z /E f SK 4.92 J+ 1 .3 S STA OY l 30 0 15 30 60 120 p� Q NOTES: 1. THIS SHEET IS SUBSTANTIALLY IDENTICAL TO THE PLAN AND PROFILE SHEET RECORDED IN CONJUNCTION WITH THE LIFT ONE LODGE SUBDIVISION/PUD FOR ( IN FEET) o RECONSTRUCTION OF THE SOUTH ASPEN STREET CORRIDOR SOUTH OF DURANT AVENUE. 1 inch = 30 ft. RECORDED DEVELOPMENT AGREEMENT FOR LIFT ONE LODGE PVl STA.8+53.88 IT IS SUBJECT TO THE PVl ELEV.8002.40 p SUBDIVISION/PUD; THE DEVELOPMENT AGREEMENT PREPARED, EXECUTED AND RECORDED ASPEN STREET TOWNHOMES; AND AN AGREEMENT BETWEEN THE K=1.57 OR THE SOUTH 10. oo' VC � W F APPLICANT FOR THE SOUTH ASPEN STREET TOWNHOMES AND THE LIFT ONE LODGE DEVELOPMENT, APPROVED BY THE CITY ATTORNEY, THAT OUTLINES WHO WILL BE RESPONSIBLE FOR IMPROVEMENTS TO SOUTH ASPEN STREET AND HOW COSTS SHALL BE � URSED. REQUIREMENTS INCL UDED IN ANY OF THESE DOCUMENTS o o SHARED OR RE IMB °0 10 E REMEDIED TO THE SATISFACTION OF THE RESPECTIVE CITY DEPARTMENT .PY/. S.TA.7.+53.87. • • ' .. SHALL 76 RESPONSIBLE FOR OVERSEEING THE REQUIREMENT PRIOR TO THE ISSUANCE OF A PVl ELEV 7988 �14V 4.3� . ... _ - - K-14.9.1 Qjm�u BUILDING PERMIT. . . . ... . . . ... _ .. 005 ............. 8010 ' 4 FOR STREETS WEST SIDE DESIGN FROM THE TOP -BACK -OF --CURB TO • , • • • • • • • . . . . . . ... . . . ... ............................... 25 00 • 8 2. SEE SHEET 4 . ... . . . . . . . . . ... . . . ... ... ... .. 1 THE WEST BOUNDARY OF THE PUBLIC -RIGHT-OF-WAY. : ' _ 000 . .-. . . . . _ . 05 RELATED TO THE CENTER LINE " " K= X2.50 ' PVl STA 6+77 04 � � � � � �• � r,,�8 . N 80 - . . . -. J. SEE SHEET 45 FOR DETAILED DESIGN INFORMATION . - - • • . ... . . ... PV/ 7 . . 25 ' ' • - 00' VC OF SOUTH ASPEN STREET. ... . . . . - . . . . ... . . . ... . . . . : . 995 8000 ' TION RELATED TO THE WEST SIDE OF . . ... M - ... X56$% ��• 4. SEE SHEET 46 FOR DETAILED DESIGN INFOR : . . - . ... . . . ... _ ... SOUTH ASPEN STREET FROM THE EDGE -OF -PAVEMENT TO THE WEST • • ... . . . ... . . . . . . . . . ... . . . ... . . . . . - ........... _ .�� ro� �� �� 7990 QC) 7995 . TOP -BACK -OF -CURB. ... ... _ ... ..� `. _ ^ . ... .:. ti �:. _ . HE BEST INFORMATION AVAILABLE AT THE TIME. ACTUAL PVl ON ............................................... .c i", PVl STA 8+75.10 • S BASED � v m m � � • ELEV 8005 67 5. THIS DESIGN l K=2.46 985 FIELD CONDITIONS AND DESIGN REQUIREMENTS BY OTHERS MAY REQUIRE MODIFICATIONS " • . 5 00 7990- _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . _ 1 1 . RING THE PERMIT SUBMISSION PROCESS. � m m TO THIS DESIGN . . . . . ... . . . ... ELEV 7992.90 Ey 7 CURB - ' VC . . . ... . . ... _ ... . srA.7-(82.49 PVl STA.8+23 09' • - ... .:. _ ... ... _ - - • - 980 CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE • • 2 -o . ... _ - . P 7985 CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS 7 OF THE FIRE MARSHALL, .. ... ... . . . ... . . . ... . . . . . . . . ... ... - _ :. _ DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND 975 CURB CU . . .. . . . . ... . . STA 7188.49 7 7980 ._ APPROVALS. � - - - - . . ... ... . . ... ... _ ... .:. _ .:. ELEV79 .84 . _ .:. .: 2 00 ...PVI• STA.4+38.86. ... . . . ... . . . . . . . . . .. . . . ... _ ... ... _ ... PVl 42 EV 7977 01 7970 • CU . ... ELEV.•7949. - srARB7 CUT . 7975 - 00' VC - - .. • CURB CU K 50. ........ . . .. . . . . ... . . . . . . . . . :. _ .. -. ELEV.7 .67 . . . _ . - . . .. 965 STA 6t �� ...._.... N �o N . _ 7970 • . . . . _ °"2 % oh ... - _ - ... ... .��0.0q . . . ... . . . . . . . . . ... . . . . . . . _ . _ . . . . ... . . . ... . . . _ . . . . ... . . . ... . . . . : . 960 _ . . . . .. . . . . ... ^ CARB7 82 . . . .. . . . . ... . . . _ .. 7 7965 v v v v ... . .ELEV 796,5.93. . _ . . . . ... ... _ - . . . . . . . . . ... . . . ... . . . . . . ... :. _ .. 955 0 m m cuRe CUT 7960 •... ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . STA.5+4 . . . ELEV. 7,961.71 + _ . . . . ... . . . ... . . . _ . . . . ... . . ... . . . . _ . . . . . . . 950 . . . .. . . . . ... . c� .. . . . . . .. . . . . ... . . . . _ . . . . .. 7955 CURB -CUT . ... ... . . . . . . ... . . . ... . . ... . . . . _ . . ' . ... . 945 PROPOSED ELEV. 7 URB CUT _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . - ... . . ... - . . . _ . . . . ... . . . ... . . . - _ . . . .. •� o CENTERLINE' srA:4ts3os 7950. ...._. m� PROFILE...-...PRO.P.OSED._-......_ :._- .. o p ... . . . ... . . . . . . . . . ... FLOWLINE PROFILE ........................ ...7940 ELEV 7951.92" 7945 O . ... . . . . . . . . . ... PV! STA.1 +21.04: .:. .................. Wcz, CURB. CUT PVl ELEV.7918.28. K=13.32 . ..CURB ' cu'r _ . . . . .. . . . . ... . . . . . . . . . .. . . ... . . . . . 10•d0% STA.3+78.20 . . . _ - . . . .. . 7935 ELEV.7951.32 •85.00''VC • • - . . . . ... . ... . . . . . . . . . ... . . . ... •• 7940 ELEV. 7942. . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. _ . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . YN hrn .._..... ..._...... 930 NZ, MATCH .EXISTING DURAN.T . . • • - •• • ao cd . Ni cV . . ... • • CURB ' CUT 7935 . . . . . . . . . . ... ^. . . . A.VE. SURFACE ELEVATION STA.2+ 12;37 : . .: . p� AT $AWCUT ,� ELEV. 7926.53 . . . . . .. . . . . ... _ .. . W 11 • . STA. 0+78.54 . . _ . . . . .. . . . . ... . . . . _ . . . . .. _ . . . . .. . 7925 VLLJ . ELEV. 7916.•96.. _ . (,i1 - . . . . .. . . . . ... . _ .. ... _ 7 u m m FLOWLINE ENDS AT- .9.50% .. ... ... ... ... ... . . . ... . . . ... . . . . - . . . . .:. :. - - .:. SOUTH EDGE OF INLET ' ' ' •• • . • • • • • . . ... . . . . . . . . . .. 920 7925.STA. i +,30.21 . . . . . . .. . . . . ... . . . . . . .. . . . . . ELEV 7919.20 CURB CUT . . .. . . . . ... . . . . . . . . . .. . . . . ... . . $TA.2+07.70. . . . .. . . . . ... . . . _ 915 ELEV 7926.09 • • . . . _ . . . . .. . . . 7920 .. ... . . . ... . . . ... ANGLE PT. SCALE• .:. STA.2+oo.82 HORZ. 1 30' EL7925. 19 • - C� C7 -VERT.- 1"_-10 W W W W O W I- h °0 QS QS N �' rn � L6L6 h L6 �6 h cz Oh hNoo � r�N �N p m�N� N h .� op *+ O 0f Oj NN OO O N °�� p O % to O O t\ 7+20 7+60 8+00 8+40 8+80 2+80 3+20 3+60 4+00 4+4 0+00 0+40 0 +80 5+20 5+60 6+00 6+40 6+80 0+80 1+20 1+60 +00 2+40 Date B Job No. 2005-522.003 # Revision Y Drawn by: TLB Ail South Aspen Street Plan & South Aspen Street Townhomes Date: °4'25''4 0 E5 GMSo p • Profile - East FIowIine QC: TLB PE: JH of 118 West Sixth Street, Suite 200 Aspen, Colorado File: C45-C46-C47•LOL-SAS-PP Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com W W W W O W I- h °0 QS QS N �' rn � O h o0i h 4-P) L6 P) In rn '�� 2 cz Oh hNoo � r�N �N p m�N� N h .� op *+ O 0f Oj NN OO O N °�� p O % to O O t\ 7+20 7+60 8+00 8+40 8+80 2+80 3+20 3+60 4+00 4+4 0+00 0+40 0 +80 5+20 5+60 6+00 6+40 6+80 0+80 1+20 1+60 +00 2+40 Date B Job No. 2005-522.003 # Revision Y Drawn by: TLB Ail South Aspen Street Plan & South Aspen Street Townhomes Date: °4'25''4 0 E5 GMSo p • Profile - East FIowIine QC: TLB PE: JH of 118 West Sixth Street, Suite 200 Aspen, Colorado File: C45-C46-C47•LOL-SAS-PP Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com W W W W I- h "IR) 11) h N�� h '��� h h DO O h o0i h 4-P) L6 P) In rn '�� n � 4 cz Oh hNoo � r�N �N p m�N� N h .� op *+ O 0f Oj NN OO O N °�� p O % to O O t\ 7+20 7+60 8+00 8+40 8+80 2+80 3+20 3+60 4+00 4+4 0+00 0+40 0 +80 5+20 5+60 6+00 6+40 6+80 0+80 1+20 1+60 +00 2+40 Date B Job No. 2005-522.003 # Revision Y Drawn by: TLB Ail South Aspen Street Plan & South Aspen Street Townhomes Date: °4'25''4 0 E5 GMSo p • Profile - East FIowIine QC: TLB PE: JH of 118 West Sixth Street, Suite 200 Aspen, Colorado File: C45-C46-C47•LOL-SAS-PP Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com I- h "IR) 11) h N�� h '��� h h O� �►� h o0i o; rn 4 cz Oh hNoo � r�N �N p m�N� N h .� op *+ O 0f Oj NN OO O N °�� p O % to O O t\ 7+20 7+60 8+00 8+40 8+80 2+80 3+20 3+60 4+00 4+4 0+00 0+40 0 +80 5+20 5+60 6+00 6+40 6+80 0+80 1+20 1+60 +00 2+40 Date B Job No. 2005-522.003 # Revision Y Drawn by: TLB Ail South Aspen Street Plan & South Aspen Street Townhomes Date: °4'25''4 0 E5 GMSo p • Profile - East FIowIine QC: TLB PE: JH of 118 West Sixth Street, Suite 200 Aspen, Colorado File: C45-C46-C47•LOL-SAS-PP Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com 9 NOTES: / _-.1.1-4-1 _1� ....... ... --'--/'./ .... i..112�._� '.i'i..",>�, 1,; , , q " � . - , �, , �, � 11 '. t., , I ;; . . , N ma 46 I I !; U__- - � .. /-, I . ""::� � � ''I . - - * I . � I I 11 � � , ; _3�z -, - - _�_ "I'lillillilll;,IlllINIIIIIIIII---...�-.�'.."..I .......... . 11_1___v_ I -_._'_"..!:..4'_- 4m amm w . . '�' , 1) CABLE TELEVISION AND TELEPHONE SERVICES ,,�-,`r,�,_ _ - - . _!__=7=._-,-_r 7 �i , , , , " I . . . ........ ­ ................. . ...... , , , , . 1. " il �1 I ­ " I ......... :_ � I I/' � ,_.; � va /I --I . . 'r", " . j"; ,,,, _1; � " I \ ".. I � -1 --- . a=ff,17 I - . . SHALL BE INSTALLED IN PVC SLEEVES; PLACE PVC ✓ � - ................... --- .11.1.1 ................ �, . ... . . . __:.__,"S�1, __ : "t SLEEVES IN SAME TRENCH EXCAVATED FOR ELECTRICAL K.� �_; I . ................................. . . . . . .... ....... . . ..... . .......... : ............. ­ ................... ........ 11 ... I ... �1­1­4-- . .. . . ........... ��. ­� 4� . . . . ................ b; 711 .... I ...... ____ ..... iji:��—` r : . =-, I ­ ... 11 .. . . . ........ ___ . , 11 � ...... I .. ...... ­�...F? - . ,rg��,-_-__+,­, --t-� ­.. -;;:, ___-=_1 L, !�� t-----, . I _ � ­ ­- _ , ��:_, , I UPGRADES. =�'C5'­­, I'!- .............. __­ I . t— . . �� 1� UPGR t - . . : ;. . : . . i �-_ _1 . . . . . ................... ___: ..... ---­­� , '­_�I_ .--.*i , ­�. . . ....... � ���=__,�n..... ; S. . S I I ; . -'s I . � r S DIAGRAM FOUND IN THE CITY�S - , ;� , - -------CtF"__,:= �­Zfl, ­, I .1 2) THE WHEEL TRA CK i 6:�' _; 1. �_/ " b� .... . ­T*1. , I /� I �.T FOR" .: t I .... . ....... t. .. �,_. ". "CONSTRUCTION AND EXCAVATION STANDARDS . I- I?- , � . ­ * . 11 . ... � I 1, t � V;,; ,d� . . , � WORK IN THE PUBLIC -RIGHTS-OF-WAY" Is OVERLAIN .. , z 1. 6_01 . I 11 �T . vqo"gL . . I I OF 's L.— . — vla,gA, ... t, " ON SOUTH ASPEN STREET WITH THE EXCEPTION .. � I.- m �, .. . .... . . ........ � '_ ... % . . I / >. . / . . � . - � K -T � I , ,/ ___ , � *?A I I - I . ...... . ..... �.. . I . .. . I!!, . , . �� ... . 11.1 , . .1 I 1. . . Z� � . I THE WEST T SIDE __ . . . I � I _ qi.�, f � , .. . - TWO 1210 WATER VALVES LOCATED ON .... �­ . , ..._.__1_1- .... I . I ... ..". . i;!. � ; � 'I I! � I . . - .. . . ... -.--- .... % �:.,­ . . . � OF SOUTH AS STREET AT THE SOUTH END Of - THE _ _... ;.. ­ . �... - - - - - ­ ­ I � Ilry.'.], ; U ....... . ..... -­0�&1'", - ----, I . . ­. I—, I i . {0) ,�,!� I . . . , UND L 1- I . . .. :11 1 L_,,�,� E P, STREET, ALL APPURTENANCES OF UNDERGROUND ____...._1_..-.__. ____ � I .1. ip I-, � "'! 1� . ftj,)l - EXTEND To THE SURfACE HAVE BEEN : I , 5 , . . . I ANN= am . . / 11 . , U TIL /TIES THAT am 11; i i . , am ammummmomm dm am omffmmw : 11 , 1/111, I i ; I I , �� H ,� I 1_1 LOCATED OUTSIDE OF THE WHEEL TRACKS DIAGRAM. d 1 � , ',,- 111 . il 1, sm .1 i[ f III . THE TWO VALVES THAT REMAIN CAN'T BE RELOCATED if, "I . .. I "IL., ! . ... A A VAILABLE IN THE SOUTH : �FIH I� , . , DUE TO THE L /M/ TED A RE 1 1 l____\;u1, , ASPEN STREET RIGHT-OF-WAY IN ORDER TO MEET I 11-11C :1 I!, I t"'.1. I.-. � . " �, ..j? ACCEPTABLE PLACEMENT STANDARDS FOR UTILITIES. I i 11. 11 I �It, "\ ,,,gi 11 . : . . MANHOLE CONES SHALL BE ROTATED IN A MANNER I 11111.1 ;_��,:S_� I W 11 . . I I , , . , . THAT WILL ALLOW THE MANHOLE ACCESS LID TO BE . i iill] �l ; . I �1. I _� ., . � OUTSIDE OF THE WHEEL TRACKS DIAGRAM AS SHOWN ; -�kjj . ''. " 4, , � I ,�; By THE SMALLER DARKENED CIRCLE IN THE PLAN VIEW. I , � " ! I . I :') !I . . ­ . . . � ! I . J) DUE TO THE STEEPNESS OF SOUTH AS STREET, LOWER ELECTRICAL SLEEVES ­­­ : 1, ­.. . i" 1, I � . . : , � . 1-11, ; : N . . f I . : , . : . , SUB AT MANHOLES WILL REQUIRE SPECIAL AS NECESSARY TO � I � I . . r . ; HE MANHOLE LID IN ORDER FOR THE . x : ­ . ; ADJUSTMENTS AT T ACCOMOLATE RECONSTRUCTION 1 1 I I 1; � LID To BE INSTALLED FLUSH WITH THE FINISHED OF DEANE ST : I : � 11 1 : j.: I. . � ,I � ....... - I I . I . _i_- - CE i 51 . .... ... .. T '' . ; , - I . I. ._, ROADWAY SuRfA - i . , " _­ ...... � j , i I ..,t, � . . ... � !I . 4) SEE SHEET i C I FOR LAYOUT CONTROL INF-ORM4 TION. + I . ; -_ I 11, . I I � i - H 1 I . I : . T 3 �: / , ,�,, .' . . I I", /;��' .1 . ; � . S MAY RESULT AS PART OF FINAL ASPEN I �; ; . ,:I /V 5) CHANGE f; 1. i ........ �j ...... __., : I : , / FIRE PROTECTION DISTRICT OFFICE OF THE FIRE I ..... I .. . I I I ­,_. -!i � - I L, CITY OF ASPEN BUILDING DEPARTMENT, CITY 7!1_ ,- I MARSHAL� I . ... 01 � � ­­ . .� "'­� . I . I . . �, " I ��_: 11 `� 1, . \ 1115, _ '��4_-� 11'� "I'll" . `�;- , I . . �N // 11 ,�� � I", , : " . I �11 , \,, ,/ . � � I; . . ..�'_/ / . I . , . �. ,­—­: "\ 1,� I ... � . ,\"" " I, 11 . . ( , I I \ I : I)! "t ... �-­/ END EL UPGRA DE. TO - " ,��.:2.1 -_ ACCOMODATE RECONSTRUCTION \, I . -t I . , I �N\/ '_ OF DEANS ST w (I . .. I ,-1 - 0 . . - -, DEANE ST ALIGNMENT J+48.55, IS e2.62'A I . . . : I � . � . . . I I " _..., . I I ­ . 5, I " /,. 11 . ...... f! 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I I i! . i h � .. . � 14 " .. .. . ...I 1; IMPROVEMENTS. ; � 1 i I If I I � .... ; I.. : . :.. h I 11 ii� .. - . :2 1] i 1 1ACS0 INSTALLED A NEW 1210 5ANITARY SEWER MAIN ; ; ; � I , I %, .� I i . i 1A . . r : . . I . . . .p I 5 1 I TION BETWEEN ; ; FROM DU TO THE INTERSECTION i I 11, " , , , i I I ""', 1 ",/ ; I ! . ! t I ; . . § . . : . . . . .. - i! DEANE ST AND S. ASPEN ST IT IS NOT CLEAR I I ,\,�d,` " ,. I WK-_ , �____, I .. I . . o 11 . - ­ ; § :1. I . I i '. . w SAT . �5+08.24; 0/5 5.281. I . � . . �. . . II FROM THE EXISTING CONDITIONS SURVEY IF THE , I , �, � �'. A, -��'T,,',� - ­ . � -.! 1i I . . � . I MANHOLE SHOWN AS THE BE POINT FOR i � I , , — ;, �/-!-y� ..... . , . . z . . s . i : . , i , . . . . . . . . I � . I � . " . I . . . . . . . .. . I . I . : IMPROVEMENTS IS i . THE PROJECT SANITARY SEWER IMPRO � � 1 DURING ACSD's IMPROVEMENTS A. THE ONE INSTALLED D ' :" .... ".. 11-111,11.1 ... I t � 1. . . 1 �i"011 - i � �1, , - I , .L EXISTING 20 0 D. /. P. ; . ! I I . -. . :2 . . i � E ACSO's MANHOLE ADJUST I IF NOT FIELD LOCAT I � I �, � . �5 :: , !I I .1, 'l " . . I . � I � . . . . � . . I . . r . . TRANSMISSION LINE I . . .P i I io : : NITARY SEWER ; BEGINNING ALIGNMENT AND INSTALL SA : , . I ­ I i i - I -J+ 78.69=SA � I I EP. . 514+2J.98 . N1485260.83 . — � .� . . . . I - : � . I I I IMPROVEMENTS FOR THE PROJECT AS SHOWN. STA. 1 ; I23.18- I - t - '. I ; "Ill. , 1 ; . � . . . I . . � ; . . . � .1 .. I. I! ; . . I ; i OWN 2+J7.19; 0/5 1. 1 SH; . I !�, I � I., ii I Iii w , �; : It . 11 . . ; I i i; ;- ..... I I SET EXISTING RIM TO ELEV. 7929.J5 --L-- 'I I �',l i i ;!, . � ..... Ill . ... li i . V� . -1 �F.7.1 .. I — . .. . � , .. i: � .. ; . � CES I ; .1 :2 . ; . 1. . j;� il . i .1 1 : I. �D H , ! CONNECT PROPOSED TRANSMISSION LINE TO EXISTING', I I I i2 .1 .i� 11 p - . � , . . I - . . 1 ` * .1 U-) - 1 1 I I / I 12"O D. /. TRANSMISSION LINE STA. I+J4.24; 0 S I I USE 12"O 45* D.I.P. FITTING. 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I : i ,� �_- , � � -�, ; � I I : . . ,, i �r 1-1 . : . I . . I ,I . - I ......... . 11" . I . :� . � 4 . ... � I . I I ; I I .­ �` "I . . . . . ; I � 0 1 I." , k .... .....1-111-1. . I . ,��, �, � . I I . , . -, . . , . . . ­ ..... ­-7,1_1­11�', _� I ! � . � PROPOSED: 25 , p .� � I i � : I . . : : � . :.'A/ � � ... �. -_ - I ;,111. . \"��, . . . . . . A—.. : I I_ i 12.5 i I k�,;f, .� � �!IK ­ -,� : . w I I -1 I ­.- . . , - WA TER LINE I I � . . , _ 11.11" I ", � ,_3 - � . ;; I � " , I I .:_11 *! . . I I w 1 112.5 1 ; . . I � I . , _ .... . I I (' ­',,�! I . I I . : .1 � i f,--- � � ,: : � -1 : . 1. _. -.-, ,.- ..... .. �R)� I I , I . % � � . I . . . . I I i'l " 1 '� I � 1. . .. ........ _ ... _2j 1 ,,,/ . I I . I I : � I � I . I ... ­� .: sommmmumum mis ,am dwwrAffmwAm I "�� . . i . I . . � . �1111 I : I � � . I I . _ "I 0 1111� . . I . � � I t I I i . I . _,_ . � . I w I . ; 1 1 ; ­ ,z- on =1 IVA . I . �=A �_­ . g \ `T� - . . - ...­ . . . . 0--�_-__ I-, I . . I — . . . . 11 . I . . . I I : . AgANDON.-EXISTING 12"O , : F�' _ I I . . I - ; . � . a .i ; I � I � .; I ,,, i , . . .,­ . ,�A;1 47 .11 . . --1 " i , � . %%% . 5M i I . � . . ­- � "I � I . li.;_i: �, � ­ � - . . I I I.; �1. I I � , - : \ I I I I . _ I I i 1 j_ k , w . I I � . , .� . , . _� . ��> t I "" 1, � , w I . I . I I : : . I . I . . I . . .. .. . _i: .: I . . . � . . _ I - � . I �,,: I , I . � I . D.I.P I . . ..... I . . . . TRANSMISSION I __; � -.-!,:,- . . .... Z 1 I ". � I � . � 11 'w! i i I i . � . . � ; : I - . . . . a � -1 t I . .. . . I . ....... 1. . .­ . . .. .. .. . I . . � I . . . ?; . : . I I . �� . 11.1 LINE . �i : � I . . I . � __ "'. ­­ '/ I'll. : i ... . � ...... E -3/ � . . � . � ; I.: � : . . / i . I . - PROPOSED 1210 D -1P. i �1-__­_._-__­_./ i - I . I . I I . ... I � ....................... .. . . � � . � . . . . : I . . . I . 1. .. � . � I . . . I . . I . .. I . � ;f : . I . . I I . I . I . ; . I I I . . . .. I I . . � I I � I . . : : . . I . : . � � .... ; �A . I I . .. . � . . . 11 , . . . I I / :.. I . . . I I f TRANSMISSION LINE . ­.. . . . I I I . NEW JO" RCP � . . I I . . . .1 .. I I I : I ­ . I . . . � . I � � . . . � .1 .� .. � I .. . . -� . . . . . . .. ----,. // r_ . . , . . . , . 11 . (SEE SHEET C7) I . ­ I � , I I . . . . . . . � . . . : . . . : . I . . . I � . : . . 11 ­ : i : . . I : : . , I . . . � I . . . : 1_�_ : . . I I � . � . . � . 1 i . .,;. . :i. , �­._J i r I - ...... I t - '1'c \; - �: ___; : . I I I . . I . . . � I . . . I . : . I I I . I I ; I . � . I . m I . I . ,� . I 1 i I If I I � .... i � � I w � . , ; I i :// ....... I� .. . I . . I . . . I . � . . � I I : . . I . . . . � I . � -1 I . � � . i . ­. I . !!..'a - il v :1 I . I : a . � : END ELECTRICAL � JN -W 4 '10 A CSD I I I , I : I . I I . � I � "I 11 _-11 _:�i,­v � �, ..... .,� I I . . � . � I UPGRADE IN . I . I I I I DROP MANHOLE . I 11 I . I � SOUTH ASPEN $T � . � . � PROPOSED UTILITIES" . � : i h fl 1 _ 1�1 . w SAT . �5+08.24; 0/5 5.281. I . � . . �. . I I . . I p . . a I . .� .. . I I : � � . . . . TO LIFT ONE LODGE ... : � : . I � I I . I . . � I N � . . I . � � . . � I... , . . . ...... . I . .... �,:�,,�"', "" 11 k� " � � i i � ­'-. � . . . � : . I I I �GITICA TV . . . . . � . . .. � � . . I I . � . . I . I � ; � : � . .1 . I . , I � . � I . . I . : � �* I ­- . I . 'i , 11, ­ !, 0, . 11, " ,,;, '1�7' " , I " I 11. , . � I I _ I NEW " I I I �.�,, I , I I . I I ­-, '. . . . . m I . . . . . � : . � � . . � ; : . . �; I � . I . � . .... I ­ � I I ,,, -;- . ELECTRIC4 . .... .... .... . ... � . . . .. I m . . I . � I � . . . . � . . . . � I . . I . .. ­ � 1. ... � I . . % . I I I_ :.... � I f� -111"- . . I- _... . ........: ... � - . . I I , I -J+ 78.69=SA � I I EP. . 514+2J.98 . N1485260.83 . — I .. � I . . . . .. . ... . 11 I 1. . . . . � . . . . I ..... � I . . I I I . I � . � . I . . I � � . I a � . . .1 . � . I � . . . � . .. . �� . I . . . .. ... � � .. . . I . �� .. .1 . .� I . . I ; . 1 i I .. . . I I � - I , �' !;�.',,`, � .", � � �. - . . . .. . . I . STA 1vo, 1�__ ­-, I C ; . . �-,,-�-- " � SPr `ET 1� . A_ _/v STRE I., . � . . . I . . � . 262501 E, 7.41 : . . . I . I . . . � . . � � .... I . : I . . . . I . I : I . . I '. � . I . I I . . I . � 11 . 1. ... I .. 1. . . . I . . . . I I . . � � . I I . . �; : It . . . " . .. I ,�,�_ u r'O . "", . � - 7, ­ . ..... � , ", � I , k _� ,�, AAO,.;� ., � t " . 11 I . I . . . 1. .ia - I. � � . I . . . . ... . . . I . . ...... I . . I . . I . . . . I I . I � . .1 . .. I . I . � � . . . I -i . I . � . . I . I I � . . . . . I � . I.. I , : �. . I . - : ... . .. . / _ ____ I . . . " , . _ � . .1 � . . . I . . . . %-;­�­ % 1. I . . . - -11 . . _,W71" . . m . . . . . . � I . . � . . I � . . . . I r I 1 1 . - ll I1X �I .-_ . I I . ...I. 1I ,,,�;, _1 . �- .4. � ... �EXTEND 80 DIP 5 ' 1 . . PAST TEE AND CAP. __ I .. I I /I ... w I : STA. 8+05.JB,- OIS 2.167'R. . � . . . . .. � ENG STREET South Aspen Street Townhomes Aspen, Colorado SIGNAGE AND STRIP/NG PLAN NOTES. - 1) APPROVAL OF A REGULATORY, WARNING AND GUIDANCE SIGNAGE AND STRIPING PLAN BY THE COMMUNITY DEVELOPMENT, PARKING, AND ENGINEERING DEPARTMENTS WILL BE REQUIRED AS A CONDITION TO THE ISSUANCE OF A BUILDING PERMIT IN THE SAME MANNER AS PRESCRIBED IN SUB—SECTION 5g OF ORDINANCE No. 2J (SERIES OF 2013) FOR THE SOUTH ASPEN STREET CORRIDOR. THE PLAN SHALL COMPLY WITH SUB—SECTIONS 1.2. 10 OF THE CITY OF ASPEN'S "ENGINEERING DESIGN STANDARDS". THE PLAN SHALL BE PREPARED IN COMPLIANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SECTION 4.8 OF THE CITY'S "ENGINEERING DESIGN STANDARDS'. 2) PROPOSED SIGNAGE SHALL INCLUDE AT A MINIMUM.• • A ONE—WAY SIGN AT THE INTERSECTION OF GARMISCH/DEANS STREETS AND AT EACH DRIVEWAY ACCESSING THE ONE—WAY PORTION OF GARMISCH/JUAN STREETS. • A WARNING SIGN CAUTIONING MOTORISTS OF THE CONTRA—FLOW BIKE PATH. • A SPEED LIMIT SIGN. • TWO 'IVO PARKING BETWEEN SIGNS" ON THE NORTH SIDE OF JUAN, 2 ON THE EAST SIDE OF GARMISCH. • A STOP SIGN AT THE INTERSECTION OF JUAN/SOUTH ASPEN STREET. LOCATION AND FINAL VERBIAGE WILL BE DETERMINED DURING THE PERMIT SUBMISSION PROCESS BASED ON DISCUSS/DNS AND INPUT FROM THE COMMUNITY DEVELOPMENT, PARKING, AND ENGINEERING DEPARTMENTS. SIGNAGE FOR REGULATORY, WARNING AND GUIDANCE MAY CHANGE FROM THOSE STATED ABOVE DURING THE PERMITTING PROCESS, AGAIN DEPENDENT ON DISCUSSIONS AND INPUT FROM THE COMMUNITY DEVELOPMENT, PARKING, AND ENGINEERING DEPARTMENTS. J) PROPOSED STRIPING SHALL INCLUDE AT A MINIMUM.• • LANE REDUCTION MARK/NGS • PREFERENTIAL LANE LONGITUDINAL MARKINGS • PREFERENTIAL LANE WORK AND SYMBOL MARKINGS • CROSS—WALK MARK/NGS • PARKING MARKINGS OTHER STR/PING MAY BE REQU/RED, OR THE ABOVE MODIFIED/CHANGED, BASED ON DISCUSSIONS WITH THE COMMUNITY DEVELOPMENT, PARKING AND ENGINEERING DEPARTMENTS DURING THE PERMIT SUBMISSION PROCESS. LEGEND ]PROPOSED PARKING # Revision Date By ua n/Ga rm isch Street imension/Striping/Signag Plan -One Way Job No. 2000-236.007 Drawn by: TLB Date: 04/25/14 QC: TLB PE: JH File: 05 Juan-Garmish-Deane-P&P Q 10 20 40 I \ g5� 81 91 FOLLOWS THE GRADE OF E26 fi JUAN \ \ 02g FROM HERE TO END OF In Feet; 1" _ 20' 37.95FL to. 0t 12.06,• _._. _....� r ;♦ .. OS — 4BOW 54.20,Sta. 1 jog W a OS 25.50E Y .. ., 1 ♦ ;♦ ,, >F \\ , r I. Q. .. t f __,._._.. 45.36BOW y J ` x�\T 5.07 _ _._ >: Sto.OtS .. ,._,_,. .. ...._� ,.. , ,. -„ � ,. BOW v . __ x OS 18.00[ .... ....... .. .. .. ,. , ., .♦ , , , . � ;' O 1 PR y v ta.3t t , _ .. k0 3 to; l 1494 , ♦ r OS —25.44E W a0 O r\ „ ' , OS 25 50 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com South Aspen Street Town omes Aspen, Colorado One Way LEGEND 45.13BOW SPOT ELEVATION. BOW—BACK.OF WALK ...................... CL CENTER LINE FL—FLOW UNE FOW—FRONT OF WALK GR— GRA TE. PR—PEDESTRIAN RAMP RW -RIGHT OF WAY. 4Z GRADE DIRECTION Job No. 2000-236.007 Drawn by: TLB Date: 04/25/14 O Qc: TLB I PE: JH File: 05 Juan-Garmish-Deane•P&P h Q I m rn VALLEY PAN AT SOUTH ASPEN N h STREET 4 O rn PV1 STA. 0+67.05 PV1 ELEV.7945.52 + ^ K=.11.02. . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... ,, . cs W .:. O 7950 . E%iLQ . . . . ... . . . . . . ... . . . . . . ... . ... . . . . 130.00' VC . W EXISTING SURFACE :7950 �O --- ----- �� —. ----- 3.530jo ---- —r- 0.00• . ...._......._......._......._......._. m 7945. ... . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . .. ... . . . . 945 7 F: PROPOSE W SURFACED N ^25 N MATCH SOUTH ASPEN. STREET -�- ^ +PROPOSED i . _ . . . . . . . _ . . . . . . _ . . _ . . . . . . . _ . . . . . . . _ . 7940 . . . . . . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . JUAN STA. 3178.69 SASS 4t E = 7947. P8 940 . . . . _ . . . . . . PV1 STA.2+97.01 PV1 ELEV.7945.52 1 f.8o% K=10.62 7935 .... ........ ........ ........ ........ ........ :... _.. 79350................................................. ....... ............................................................................................................. oh . m m V . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . . 7930 . . . 7930 . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . c. PV1. STA.0+67.05 . PV1• ELEV.7945.52 • SCALE. K=11.02 HORZ. 1 '=20' 730.00' VC VERT: 1`5'- � . . . . _ . . . . . _ . . . . . . . _ . . . . . . . _ . . . . . . . _ . . . . . . . _ . . . . 792 N -"t h" h h N" � h \" N" co h N" h o" h N" h o" h o h �6 J1, SCALE. �Ni �e� art �� �\ Q, o h �� �\ Q, rh rr h d h h rn h h rr h <t h d h eh i il o, a, r\ Q, N% N% N% 01I\ n VERT. 1 '=5' W W W W W 00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 W `6 " W Q6 ^ O � IN � "'� " " `° JUAN STREET CENTERLINE PROFILE Nh rn N N� rn" N°0 rn" rn" )� J I # Revision Date By D;* KA h ua n Street P&P - 2 Responses to COA Engineering Comments dtd 6/6/14 7/10/14 LB/D _ 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com South Aspen Street Town omes Aspen, Colorado One Way LEGEND 45.13BOW SPOT ELEVATION. BOW—BACK.OF WALK ...................... CL CENTER LINE FL—FLOW UNE FOW—FRONT OF WALK GR— GRA TE. PR—PEDESTRIAN RAMP RW -RIGHT OF WAY. 4Z GRADE DIRECTION Job No. 2000-236.007 Drawn by: TLB Date: 04/25/14 O Qc: TLB I PE: JH File: 05 Juan-Garmish-Deane•P&P s, m 0 N d M14-2 7 N8"S _T.1V 0 W T'W b G 6"G 12"W' 4" D.I.R. SE4 WA UTILITIES NOTE V. _'7 8 C\4 z 6G 1' 2 11W i 54 GAS To UPPER TRIPLEX. S2 J1 "00, *NEW ELECTRIC, IVR 0 I// 11T SE to Sj Sj Sj r AND CABLE VICE UPPER TRIPLEX. RUN ELECTRIC FROM NEW ELECTRICAL MANHOLE SAS STA. 8+14.30; OIS 1.08'R. RUN ELECTRIC, CABLE AND 3: PHONE IN COMMON UTILITY TRENCH. 1L:LLt--1-1U1VrZ, U/11 V PHOPOSLL) LLLUIMIG' OBSERVATIONS, AND LX1511N& M Erc J 51, ...... - By CONTRACTOR SHALL FIELD VERIFY ALL EXISTING E UTILITIES PRIOR TO ANY CONSTRUCTION. —W —W EXISTING 6" WATERLINE AS MARKED ON PLAN S. ALL SITE CLEANUP AND LANDSCAPING TO BE COUPLET to Ut j S CONTRACTOR/DEVELOPER. 0 D ON PLAN V SOS —8 NEW TER ..TO —W —W EXISTING 12" WATERLINE AS MARKED t2 AHU. 2. THIS PLAN ANTICIPATES ABANDONNING THE —S S_ EXISTING SEWER CONTRACTOR/DEVELOPER TO N N24"D N24" 9. IT IS THE RESPONSIBILITY OF THE CONTI?AC 04 N2 "D N24"D GA STA. 0 58.99; EXISTING CAST IRON WATER AMIN IN SOUTH DISPOSE- OF EXCESS MATERIALS OR SPOILS 4.841. 00 J c� & ASPEN STREET ALL EXISTING FIRE HYDRANTS _Ug—ug— EXISTING GAS SERVICE TAPS FROM DURANT AVE TO THE 2 8'W .8 BOW AND EXISTING ELECTRIC, TELEPHONE, CAN 10. PRIOR To TRENCHING, A PRE—CONSTRUCTION MEETING WILL BE \A NEW E 8-W .0- C) EXISTING MH j�pblT HE 6- LINE ARE TO BE ETC H SOURCEGAS REPRESENTATIVE- AND EXCAVATION -W, GARMISCH STA. 0+27. END OF T HELD WIT cn 18.51, R. RECONNECTED EXISTING 12" D.I.P. ue EXISTING UNDERGROUND ELECTRIC ue —CONTRA RE TED TO THE EXIS T CT01? SUPERVISOR. SUPERVISOR AND/OR SUB .2 RIM = 794 1. 00 MAIN. SEE WATER SERVICE UTILITITES NOTE 2. EXISTING TELEPHONE, CATV INV IN = 7934.89 Cr INV OUT 79JJ.8J 2000-236.007 �15 Job No. Revision I jIf, _v By Ak7 r # Date - Drawn by: TLB 6/6/14 FLB/ 0 2 Responses to COA Engineering Comments dtd 6/6/14 Juan/Garmisch Street 5-1 04/25/14 0 Date: 10 11) South Aspen Street Townhomes GM QC: XX I PE: JH Utilities - One Way 0 118 West Sixth Street, Suite 200 Aspen, Colorado > File: 06-Juan-Garmisch-Utilifle, 0 o 0 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com G, STA.0+5 01;"41S 11 7. TER MAIN. I R 79 1.30 14'R SER= U AloM: S� 4ZLIJ:O/S� 1 1 /1 fV,, UT 792 .02 —NZ4 D N71 00 0+ 3.0 O/S Ng?'S 118"S -4 N8"S N 7931 86 792 UT = .62 8 8V 30 6"G 6"G 7 N8"S _T.1V 0 W T'W b G 6"G 12"W' 4" D.I.R. SE4 WA UTILITIES NOTE V. _'7 8 C\4 z 6G 1' 2 11W i 54 GAS To UPPER TRIPLEX. S2 J1 "00, *NEW ELECTRIC, IVR 0 I// 11T SE to Sj Sj Sj r AND CABLE VICE UPPER TRIPLEX. RUN ELECTRIC FROM NEW ELECTRICAL MANHOLE SAS STA. 8+14.30; OIS 1.08'R. RUN ELECTRIC, CABLE AND 3: PHONE IN COMMON UTILITY TRENCH. 1L:LLt--1-1U1VrZ, U/11 V PHOPOSLL) LLLUIMIG' OBSERVATIONS, AND LX1511N& M Erc J 51, ...... - By CONTRACTOR SHALL FIELD VERIFY ALL EXISTING E UTILITIES PRIOR TO ANY CONSTRUCTION. —W —W EXISTING 6" WATERLINE AS MARKED ON PLAN S. ALL SITE CLEANUP AND LANDSCAPING TO BE COUPLET to Ut j S CONTRACTOR/DEVELOPER. 0 D ON PLAN V SOS —8 NEW TER ..TO —W —W EXISTING 12" WATERLINE AS MARKED t2 AHU. 2. THIS PLAN ANTICIPATES ABANDONNING THE —S S_ EXISTING SEWER CONTRACTOR/DEVELOPER TO N N24"D N24" 9. IT IS THE RESPONSIBILITY OF THE CONTI?AC 04 N2 "D N24"D GA STA. 0 58.99; EXISTING CAST IRON WATER AMIN IN SOUTH DISPOSE- OF EXCESS MATERIALS OR SPOILS 4.841. 00 J c� & ASPEN STREET ALL EXISTING FIRE HYDRANTS _Ug—ug— EXISTING GAS SERVICE TAPS FROM DURANT AVE TO THE 2 8'W .8 BOW AND EXISTING ELECTRIC, TELEPHONE, CAN 10. PRIOR To TRENCHING, A PRE—CONSTRUCTION MEETING WILL BE \A NEW E 8-W .0- C) EXISTING MH j�pblT HE 6- LINE ARE TO BE ETC H SOURCEGAS REPRESENTATIVE- AND EXCAVATION -W, GARMISCH STA. 0+27. END OF T HELD WIT cn 18.51, R. RECONNECTED EXISTING 12" D.I.P. ue EXISTING UNDERGROUND ELECTRIC ue —CONTRA RE TED TO THE EXIS T CT01? SUPERVISOR. SUPERVISOR AND/OR SUB .2 RIM = 794 1. 00 MAIN. SEE WATER SERVICE UTILITITES NOTE 2. EXISTING TELEPHONE, CATV INV IN = 7934.89 Cr INV OUT 79JJ.8J 2000-236.007 �15 Job No. Revision I jIf, _v By Ak7 r # Date - Drawn by: TLB 6/6/14 FLB/ 0 2 Responses to COA Engineering Comments dtd 6/6/14 Juan/Garmisch Street 5-1 04/25/14 0 Date: 10 11) South Aspen Street Townhomes GM QC: XX I PE: JH Utilities - One Way 0 118 West Sixth Street, Suite 200 Aspen, Colorado > File: 06-Juan-Garmisch-Utilifle, 0 o 0 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com RELOCATE TE p(ISTING FIRE HYDRANT OFF: OF SIDEWALK; CONN CWNE HYDRANT TO TER MAIN. I j 14'R SER= U AloM: S� 4ZLIJ:O/S� 1 D —NZ4 D N71 00 Ng?'S 118"S -4 N8"S N E.T.TV 8 8V 30 6"G 6"G b 1 2"W 1 21,W- 12"W -2"W- 477 X, A AA, 1. 7 N8"S _T.1V 0 W T'W b G 6"G 12"W' 4" D.I.R. SE4 WA UTILITIES NOTE V. _'7 8 C\4 z 6G 1' 2 11W i 54 GAS To UPPER TRIPLEX. S2 J1 "00, *NEW ELECTRIC, IVR 0 I// 11T SE to Sj Sj Sj r AND CABLE VICE UPPER TRIPLEX. RUN ELECTRIC FROM NEW ELECTRICAL MANHOLE SAS STA. 8+14.30; OIS 1.08'R. RUN ELECTRIC, CABLE AND 3: PHONE IN COMMON UTILITY TRENCH. 1L:LLt--1-1U1VrZ, U/11 V PHOPOSLL) LLLUIMIG' OBSERVATIONS, AND LX1511N& M Erc J 51, ...... - By CONTRACTOR SHALL FIELD VERIFY ALL EXISTING E UTILITIES PRIOR TO ANY CONSTRUCTION. —W —W EXISTING 6" WATERLINE AS MARKED ON PLAN S. ALL SITE CLEANUP AND LANDSCAPING TO BE COUPLET to Ut j S CONTRACTOR/DEVELOPER. 0 D ON PLAN V SOS —8 NEW TER ..TO —W —W EXISTING 12" WATERLINE AS MARKED t2 AHU. 2. THIS PLAN ANTICIPATES ABANDONNING THE —S S_ EXISTING SEWER CONTRACTOR/DEVELOPER TO N N24"D N24" 9. IT IS THE RESPONSIBILITY OF THE CONTI?AC 04 N2 "D N24"D GA STA. 0 58.99; EXISTING CAST IRON WATER AMIN IN SOUTH DISPOSE- OF EXCESS MATERIALS OR SPOILS 4.841. 00 J c� & ASPEN STREET ALL EXISTING FIRE HYDRANTS _Ug—ug— EXISTING GAS SERVICE TAPS FROM DURANT AVE TO THE 2 8'W .8 BOW AND EXISTING ELECTRIC, TELEPHONE, CAN 10. PRIOR To TRENCHING, A PRE—CONSTRUCTION MEETING WILL BE \A NEW E 8-W .0- C) EXISTING MH j�pblT HE 6- LINE ARE TO BE ETC H SOURCEGAS REPRESENTATIVE- AND EXCAVATION -W, GARMISCH STA. 0+27. END OF T HELD WIT cn 18.51, R. RECONNECTED EXISTING 12" D.I.P. ue EXISTING UNDERGROUND ELECTRIC ue —CONTRA RE TED TO THE EXIS T CT01? SUPERVISOR. SUPERVISOR AND/OR SUB .2 RIM = 794 1. 00 MAIN. SEE WATER SERVICE UTILITITES NOTE 2. EXISTING TELEPHONE, CATV INV IN = 7934.89 Cr INV OUT 79JJ.8J 2000-236.007 �15 Job No. Revision I jIf, _v By Ak7 r # Date - Drawn by: TLB 6/6/14 FLB/ 0 2 Responses to COA Engineering Comments dtd 6/6/14 Juan/Garmisch Street 5-1 04/25/14 0 Date: 10 11) South Aspen Street Townhomes GM QC: XX I PE: JH Utilities - One Way 0 118 West Sixth Street, Suite 200 Aspen, Colorado > File: 06-Juan-Garmisch-Utilifle, 0 o 0 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com 1 ■ 'm � a � F-1 T N F 5� m O N 'd' South Aspen Street Townhomes 2 Aspen, Colorado Revision Date By Lot 2 Grading for Job No. 2000-236.007 Responses to COA Engineering Comments dtd 6/6/14 7/10/14 LB/D Drawn by: TLB Lower & Middle Triplex- Date: 04/25/14 One Way QC: TLB PE: JH Of File: 07-Site-Grading-Plan-Index-Lotl -Lott .� v m d s m a �r Zv d' O N r d +� w O a c 0 r C r c c r c I c c c G C C C 3 m .1 ■ nn 1A/ TYPICAL JUAN STREET SECTION; STATION 0+00 TO 1+06-50 AND STATION 1+56.50 TO 2+59.51: CONTRA -FLOW BIKE LANE BIKE FLOW W/TRAFFIC COMBINES W/ONE- WAY TRAFFIC SCALE- I" = 6' 50.0' ROW 5.0' 28.5' 5.0' SIDE 18.0' 8.0' 5.0' 5.0' SIDEWALK I SWALE ONE-WAY PARKING BUFFERROAD- SIDEWALK 1.5' o 2 r0 4% SPILL C&G =n nI nn IA/ TYPICAL GARMISCH STREET SECTION; STATION 0+00 TO 0+17.49: CONTRA -FLOW BIKE LANE BIKE FLOW W/TRAFFIC COMBINES WZIONE-WAY TRAFFIC 5.0' 5.0' SIDEWALK 1 BUFFER 8.0' PARKING VARIES SEE PLAN SCALE: I" = 6" 50.0' ROW 28.5' 18.0' ONE-WAY 29" 5.0' ROAD- SIDE SWALE 5.0' SIDEWALK 22.0' PA VEMENT MA TCH PROPOSED r\ 7930. TO . EX/STING . . . . . ... . . . . . . . . . ... . . . . . ... . . . . . . . . ... . ... . II � II EXISTING GROUND: o W W BAR/ES FROM 4% TO 29C� ff VAR/ES FROM 4% TO 2X W 3� 7925. ... . . . . . ... . . . . . . . . . . . ... . . . . . ... . . -25 -20 -15 -10 -5 0 5 10 15 20 TYPICAL DEAN STREET - 0+20.00 TO 0+93.48 1" = 6' 25 H:1"=5' V:1"=5' GUARD RA/L, CURB AND GUTTER OR RETAINING WALL TO BE PLACED. MATCH PROPOSED.. . . . .. . . . . . . . . . . ... . . . . . ... . . 7930 . . . ... . . . . N ; . TO� EXISTING � II EXISTING GROUND $ x . !. ...71 ... . . . . . . . . . . . ... . . . . . ... . . . . . . . . . . . ... . . . . . ... . . 7925 -25 / 20 -15 -10 -5 0 5 10 15 20 25 TYPICAL DEAN STREET - STATION 0+ 9348 TO GARAGE 1" = 6' 5.0' SIDEWALK 5.0' ROAD- SIDE SWALE s 50.0' ROW 28.5' 18.0' 8.0' 5.0' 5.0' ONE-WAY _ PARK/NG BUFFERSlI DEW,4LK 1.5'--- 2 TO 10% SPILL C&G ' 2 TO 107 5.0' CONTRA -FLOW BIKE LANE ONE-WAY (W. JUAN/N GARMISCH) TYPICAL JUAN STREET SECTION; STATION 2+59.51 TO J+20.97.- CONTRA-FLOW +20.97:CONTRA-FLOW BIKE LANE BIKE FLOW W/TRAFFIC COMBINES W/ONE--WAY TRAFFIC 24.5' 11 5.0' Jc �' CROSS -SLOPE VARIES FROM I 2 0' 2.5 BARRIER C&G CONTRA -FLOW BIKE LANE ONE-WAY (W. JUAN/N. GARMISCH) f29 TO -29 THIS SIDE OF CL --I - 5. �' SEE PLAN VIEW FOR GRADE TRANSITION LOCATIONS. CONTRA -FLOW BIKE LANE -TYPE A W ONE-WAY (W. JUAN/N. GARMISCH)7940. J . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . 7940 TYPICAL GARMISCH STREET SECTION; STATION 0+ 17.49 TO PROPOSED PROPOSED 5.00 2.50 -0-+-66.35: 11:PROPOSED p SIDEWALK DRIVEWAY C&G 12 0 7.17 I �! SE:.......................................... SECTION; STATION 1 +06.50 TO TYPICAL JUAN STREET. 1+56.50. .. 2q . . 7935 CONTRA -FLOW BIKE LANE BIKE LANE CONTRA -FLOW 6.9� . �I I� PROPOSED BIKE FLOW W TRAFFIC BIKE FLOW W/TRAFFIC PROPOSED SOUTH � 0.61u© 59 ASPEN STREET ...... 7930 COMBINES WINE -WAY TRAFFIC COMBINES WZQNE--WAY TRAFFIC 7930 ................................................... . .............. SCALE: 1 " = 6' SCALE: I" = 6' 5.0' SIDEWALK 5.0' ROAD- SIDE SWALE s 50.0' ROW 28.5' 18.0' 8.0' 5.0' 5.0' ONE-WAY _ PARK/NG BUFFERSlI DEW,4LK 1.5'--- 2 TO 10% SPILL C&G ' 2 TO 107 5.0' CONTRA -FLOW BIKE LANE ONE-WAY (W. JUAN/N GARMISCH) TYPICAL JUAN STREET SECTION; STATION 2+59.51 TO J+20.97.- CONTRA-FLOW +20.97:CONTRA-FLOW BIKE LANE BIKE FLOW W/TRAFFIC COMBINES W/ONE--WAY TRAFFIC 24.5' 11 5.0' SIDEWALK 2 0' 2.5 BARRIER C&G -TYPE A BUFFER i SCALE: I" = 6" 50.0' ROW 12.0' - DRIVE LANE 2.0' 12.0' 5.0' BARRIER CURB -TYPE B BUFFER SIDEWALK 5.0' CONTRA -FLOW BIKE LANE ONE-WAY (W. JUAN/N. GARMISCH) 1' TYPICAL JUAN STREET SECTION AT BULB -OUT; CONTRA -FLOW BIKE LANE BIKE FLOW W/TRAFFIC COMBINES - WA Y TRAFFIC SCALE- 1- = 6" 11 =/1 n' '0/l1A/ GARMISCH STREET TYPICAL SECTION - STA. 0+66.35 TO 0+96.40 1" = 6' 21.8' 5.0' S.0' SIDEWALK 1 1 4 ' -a -2.0' BARRIER C&G, S{DEWAL BUFFER -TYPE A 2. -_ �- BARRIER CURB- TYPE A SOUTH OF INLET, TYPE B NORTH OF INLET ,ate �,.vE �,�>� r.„ �i � •�� GARMISCH STREET TYPICAL SECTION AT BULB -OUT 1" = 6' 7925 . . . . . . . . . . . . . . . . . . . . . . . 7925 DRI I /EWA Y CURB CUT FOR ACCESS TO 5 PL EX FROM SOUTH ASPEN STREET 1" = 6' 7980 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . .. 7980 79751 79701 PROPOSED DRIVEWAY PROPOSED PROPOSED 39.45. . . . . . . . . . 5.00. . . . . 5.5.0. PROPOSFQ . . . . . . . . . . . . . . 0-12,007. SIDEWALK BUFFER 2.50 29_ I. 12.09 C_&G_ 12.00 - @ 29 ��........................................................ PROPOSED SOUTH. ASPEN STREET �F 79651 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . .. 7965 ORI VEWA Y CURB CUT FOR ACCESS TO UPPER TRIPLEX GARAGE FROM SOUTH ASPEN STREET 1" = 6' loo -YR STORY 7986.86- 10 -YR STORY 7986.25 100 -YR STORY 7986.86- 10 -YR STORY 7986.25 DETENTION POND 1 OUTLET DETAIL 1"= 1p OP OF 5' BERM 7987.0 DETENTION POND 2 OUTLET DETAIL I = 1 2 10P OF 5' BERM 7987.0 2 2 ............. 0 0 DETENTION POND 2 0 VERFL OW CHANNEL SCALE- I" = 2' ............ ... I ........................................................................... : * , , * * , * * * , * , * , : duuu MATCH EXISTING GROUND SURFACE .............................................................. .............. ............ 7995. RETAINING WALL DESIGN FOR HYDROSTATIC PRESSURE AS WELL AS LATERAL PROPOSED POND 80770Y Q)Q) EARTH PRESSURES. HYDROSTATIC PRESSURE SHALL BE DETERMINED BY THE SATURATED WEIGHT OF THE BACKFILL SOILS . ...................... J' BOULDER ............... .... PLACED AGAINST THE -WALL . . . . . . . . . . . . . . 7990 ............. -WA-L-L ...... . TOP OR RETAINING WALL 7988.50 .7 , IV V _�JH I ............ . ...... ...................... 7. jH ..... . PLACE JO MIL HDPE/PVC LINER FULL LENGTH OF IH RETAINING WALL RUNNING PARALLEL TO THE POND. 7985 ............ . .............. .. EXISTING SURFACE PROPOSED GROUND SURFACE -. 7981.75 0+00 DETENTION POND I SECTION HOR. SCALE- 1" = 5' VER. SCALE- 1" = 5' U+")U 7980 7990 .................. I ................................................................................ I ........................... o OFFSITE DRAINAGE SWALE-PROPOSED -RAIN -GARDEN . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... N � Q) Q) 'N3) �N 0+00 DETENTION POND I SECTION HOR. SCALE- 1" = 5' VER. SCALE- 1" = 5' U+")U 7980 7990 .................. I ................................................................................ I ........................... 1+20 0+80 0+40 0+00 -0+10 SWALE BETWEEN DETENTION PONDS PROFILE SCALE- I" = 20' 7980 .........................................7980 7975 . ...... .. ... .......... 7975 7970 .........................................7970 OFFSITE SWALE-WORST CASE SCALE: I" = 5' 7985 ............................. 7985 7980 ....................... 7980 7975 ............................. 7975 OFFSITE SWALE-TYPICAL SECTION SCALE- 1" = 5' MATCH EXISTING C\4 GROUND SURFACE 1-i ................ ....... .... .... ....... .. ........... ............. 'EWSTING'SURFACE' Q) 5115— N TOP OR RETAINING WALL 797326 JH TH I V ............. PROPOSED POND BO M 00, IV PLACE JO MIL HDPE/PVC IH LINER FULL LENGTH OF ................................ RETAINING WALL RUNNING ... 662 . . .............. ............. PARA'LLEL'V THE POND. —RETAINING WALL DESIGN FOR HYDROSTATIC PRESSURE AS WELL AS LATERAL EARTH PRESSURES. HYDROSTATIC PRESSURE SHALL BE DETERMINED BY THE SATURATED WEIGHT OF THE 06 BACKFILL SOILS PLACED AGAINST . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THE WALL: . . . . . . . . . . . . . PROPOSED GROUND SURFACE - 7951 0+00 o OFFSITE DRAINAGE SWALE-PROPOSED -RAIN -GARDEN . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... N � Q) Q) Lr) SOUTH UNIT DECK OF MIDDLE TRIPLEX. N 17 . . . . . . . . . . . . 14o - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. . . . . . . . . . 7980 7980 0 0 0 SUPPORT COLUMN DESIGN TO RESIST A DYNAMIC FORCE OF 10 SLUGS PER LINEAL SUPPORT COLUMN Ll SUPPORT COLUMN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . 50' TO 250 SLUGS' PER LINEAL FOOT. . . . FORCE OF 10 - SLUGS. PER LINEAL . ... . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN -701 RESIST A DYNAMIC ... . . . . . . . . . . . . . . . . . . . . . . . . . ....................... FOOT AND STATIC LOAD OF BETWEEN FORCE OF 10 SLUGS PER LINEAL r% Qk 00 m^ Q- op 50 TO 250 SLUGS PER LINEAL FOOT FOOT AND STATIC LOAD OF BETWEEN 50 TO 250 SLUGS PER LINEAL FOOT czi �5 Q N W 7990C9 . . . . . . 14-1 . . . . . ... . 7990 7985 . ... . . . . . . ... . . . . . . . i� . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . 3-.345 0.345 7985 7980 . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . —60.72Z . . . . . . 7980 7975 ........ . . . . . �-82O�� . . . . ..................................... -9.009 . 7975 7970 . . . . . . . . .. . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . 7970 :SC�ALE: .. 7965 HORZ: -l-20' .. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . . . . . . 7965 VERT. 1 "=20' 7960 Lo tr)N N% 0) '4- N Q) N 00 N N ;o�Nop N) 1+20 0+80 0+40 0+00 -0+10 SWALE BETWEEN DETENTION PONDS PROFILE SCALE- I" = 20' 7980 .........................................7980 7975 . ...... .. ... .......... 7975 7970 .........................................7970 OFFSITE SWALE-WORST CASE SCALE: I" = 5' 7985 ............................. 7985 7980 ....................... 7980 7975 ............................. 7975 OFFSITE SWALE-TYPICAL SECTION SCALE- 1" = 5' MATCH EXISTING C\4 GROUND SURFACE 1-i ................ ....... .... .... ....... .. ........... ............. 'EWSTING'SURFACE' Q) 5115— N TOP OR RETAINING WALL 797326 JH TH I V ............. PROPOSED POND BO M 00, IV PLACE JO MIL HDPE/PVC IH LINER FULL LENGTH OF ................................ RETAINING WALL RUNNING ... 662 . . .............. ............. PARA'LLEL'V THE POND. —RETAINING WALL DESIGN FOR HYDROSTATIC PRESSURE AS WELL AS LATERAL EARTH PRESSURES. HYDROSTATIC PRESSURE SHALL BE DETERMINED BY THE SATURATED WEIGHT OF THE 06 BACKFILL SOILS PLACED AGAINST . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THE WALL: . . . . . . . . . . . . . PROPOSED GROUND SURFACE - 7951 0+00 MATCH TO EXISTING SLOPE o OFFSITE DRAINAGE SWALE-PROPOSED -RAIN -GARDEN . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... N � Q) Q) Lr) SOUTH UNIT DECK OF MIDDLE TRIPLEX. MATCH TO EXISTING SLOPE DETENTION POND 2 SECTION OFFSITE DRAINAGE SWALE-PROPOSED -RAIN -GARDEN . . . . . . . . . . . . . . . . . .................................... . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... .. . . . . . . . . . . . . . . . . . . . . . S.CALE- 5 . . . . . . . . ... . . . . . . . . Q) Q) Lr) SOUTH UNIT DECK OF MIDDLE TRIPLEX. 17 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. . . . . . . . . . 7980 7980 SUPPORT COLUMN DESIGN TO RESIST A DYNAMIC FORCE OF 10 SLUGS PER LINEAL SUPPORT COLUMN FOOT AND STATIC LOAD OF BETWEEN DESIGN TO RESIST A DYNAMIC SUPPORT COLUMN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . 50' TO 250 SLUGS' PER LINEAL FOOT. . . . FORCE OF 10 - SLUGS. PER LINEAL . ... . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN -701 RESIST A DYNAMIC ... . . . . . . . . . . . . . . . . . . . . . . . . . ....................... FOOT AND STATIC LOAD OF BETWEEN FORCE OF 10 SLUGS PER LINEAL 50 TO 250 SLUGS PER LINEAL FOOT FOOT AND STATIC LOAD OF BETWEEN 50 TO 250 SLUGS PER LINEAL FOOT 7970 .......... ..... ............................................................................................................................. SECTION . A -A ............. I .......................................................... SCALE- I"= 5 7970 0+50 0 a STORM DRAIN INLET NOT TO SCALE Z882 SPECIFICATION SHEET 12 [3051 TIDE REVEAL TRENCH DRAIN TAG SYSTEM WITH STEEL FRAM l Data line les ars [ rues It are Subject to Manadaotariieg Toterarim and ChangeYfs€ put Picso < 6 a E E-__NCASEEVIEW AWD Rl N RClrfG SA��G��_k� l td _ C f _. _._ m• v2 1�1_ _. 147.1 • Alin: A4hW Ce nrAl WAW to 1241 m a a e € er eo. ENGIWEA;*GSPE0lP1CATlON; Zuro Via, Channels s %nq to 96 [24 Ml fong, 1213061 wide rev" and have a 9.114 I235j throat. mads r channel teras shall be made of € %vents, abser ,# High Density Poty hylane (HDPE), SSI have a mechanical connection between #cannel sec# cmc that will riebt rsepersie duping Installation grad shall mechanically into ths concrete surround every 121305), Channels shaft weigh III #iron 5.95 lis.. [229iig1 star limar fool, have a smooth, 31761 radiused self rxeaning bottom vAm a Mannin g's coeHtctent ofCl.€349and 1,04 or neutral 0% bulft a5 slope, Channels area have mar r ear to secured 110I in its final locatlat, Strati be providild with, standard DGC gran haat 1I dorrta to frame. Zum 12 i305j vide rev"i D uc#ih4 iron Sloth G7 #oeoMortering#okSiS#weyr€cat€onk.536.9II. Cede; buds{C4Utgrafer3re#tGiCpartrieiliN Ehild33@ogsioadE;ar..ez€Gc#ior?&, $raf+Fr(a# in 24 [a la rxtm hat 131161211 wiide sidts< arca 1.1 [381 hearing depth. Crate has an open area at 801 sq, in pot h. [179.€327 sq, mm per rnetarl. The ,F4 161 Heavy -Duty Carbon Steel Frame dims to ASTM specification, A36 with 16 - 4 [1€321 9 grate ergs 96 [24601, Carate kxkdown hers we to be integral to the tra€ne, The firms as supplied with a powder coaled finish. All winds m ne ire pagiume d by a certified wader per ASTM :atandard AWS -DI I A. Framos Shalt be produced in the V,S.A. Z Eigtyt-#€rak high Qsnstty Poayathylilhe {HOPE) Channel, Heavy,Cvr}v France with Ancho, zda,- SUFFiX OPTIONS capatxas} Outten Adapters AddlEcach -EI Closed End (t r :Enri _. _ -tit 4lt62lNo-Hsatr€iottors,C7aaffot 4 [1021 io-t#Cltsiiat _..,. -U6 S a9 j N"ub Bottom Clutter _.... -E6 6 [1 �1 No -Hub EndOuisat ata a 12031 t�x-Hcar Setter outiat -Ea a 12031 r Hub Eau( Outlet Grata tiP#ittna (Load Classifications are per oft( EN14331 -000 Black Acid ReelaVirl Epr>;y Coated Duals Grate -€';lass C iliaei A&td t aeksrst E# gull sd Du tiie Grate < Clan E ,,.. -[X.. txwa%e lrarc Sdi€ta CCs+eas' s c -DGC Ductils, Iron Storni Gma) - Class C .."4)GE Ductis hart SWW Grate - Class E F Ductile [text Stoned Grate - Class F -000 Ga#nnin 3 Ductile Stalled Grate . Gass C _ _ Galvanized Ductle Slotted Grate - Clan E r Trench NOTES 1) FRAME, GRATE & CURB INLET TO BE NEENAH FOUNDRY TOP WIDTH R -3462-B, TYPE L GRATE OR APPROVED EQUAL. Deep Inv, 2) FRAME & GRATE SHALL BE ASPHALT PAINT -DIPPED BY 6.25 [164] MANUFACTURER. i. 41 557 36- 3) PRECAST CONCRETE ADJUSTMENT RINGS (IF REQUIRED) 8;2a[2,Ot SHALL BE GROUTED IN PLACE. 2, 4) PIPE ENDS ARE TO BE TRIMMED FLUSH WITH THE 959 STANDARD PROCTOR AT INTERIOR WALLS. BY MANUFACTURER. 5) SET GRATE W/ CONC. LEVELING COURSE TO MATCH LONGITUDINAL SLOPE OF THE ROAD. J) 413 TO DAYLIGHT AT MIN, 1X 5 j -maw ' 2S aerxaraaa.t a "i4 93 12. Appribilad ReAbte Joint Sealmd: . r, IT 12.25 311 # t• rr ro + • w V41 sm 2 533 ear 4 to 4.34T 411 -A � Notes: 15 , a 1. Concrete must conform to CDOT class "D" (ndnimum 28 -day compressive strength ollillS psi). 80% of this 9.443 strength must be gained in the first 7 days. 2. Sane course under manhole must be compacted to 95% of maximum modified proctor density within 2% of optimum moasalIre as defined by ASTM 1557 Method "C". 3. Steel reinforcemeft #4 rebar 9" B.C. x 9" MC. for floor slab #t4 rebar 9" O.C. horizontally and vertically for walls 1, T&[QtSr3.W-1894 #s rebar 6" €1.C. in both directions for top slab + ##5 rebar bent rectangularly with 8" overlap to support frame and grate opening Rebar tomes must maintain a 12" minimum overlap 18.25 4. Inlets >S'deep shalt have nonslip steps down one side a maximum of 16" O.C. 5. A8 inlets shall have a"No Dumping, Drains to River" Plots Plate, surface mounted to the top of the curb. STORM DRAIN INLET DETAIL F.NO1Ni? R1fa OD"ARTME W GI'TY OF ASl')rN 517 E H0111t lleiS STMT STANDARD DETAiT:S AVEN, C0a1611 PONE:11 920-5080 C�: (970) z laws STORM DRAIN INLET NOT TO SCALE Z882 SPECIFICATION SHEET 12 [3051 TIDE REVEAL TRENCH DRAIN TAG SYSTEM WITH STEEL FRAM l Data line les ars [ rues It are Subject to Manadaotariieg Toterarim and ChangeYfs€ put Picso < 6 a E E-__NCASEEVIEW AWD Rl N RClrfG SA��G��_k� l td _ C f _. _._ m• v2 1�1_ _. 147.1 • Alin: A4hW Ce nrAl WAW to 1241 m a a e € er eo. ENGIWEA;*GSPE0lP1CATlON; Zuro Via, Channels s %nq to 96 [24 Ml fong, 1213061 wide rev" and have a 9.114 I235j throat. mads r channel teras shall be made of € %vents, abser ,# High Density Poty hylane (HDPE), SSI have a mechanical connection between #cannel sec# cmc that will riebt rsepersie duping Installation grad shall mechanically into ths concrete surround every 121305), Channels shaft weigh III #iron 5.95 lis.. [229iig1 star limar fool, have a smooth, 31761 radiused self rxeaning bottom vAm a Mannin g's coeHtctent ofCl.€349and 1,04 or neutral 0% bulft a5 slope, Channels area have mar r ear to secured 110I in its final locatlat, Strati be providild with, standard DGC gran haat 1I dorrta to frame. Zum 12 i305j vide rev"i D uc#ih4 iron Sloth G7 #oeoMortering#okSiS#weyr€cat€onk.536.9II. Cede; buds{C4Utgrafer3re#tGiCpartrieiliN Ehild33@ogsioadE;ar..ez€Gc#ior?&, $raf+Fr(a# in 24 [a la rxtm hat 131161211 wiide sidts< arca 1.1 [381 hearing depth. Crate has an open area at 801 sq, in pot h. [179.€327 sq, mm per rnetarl. The ,F4 161 Heavy -Duty Carbon Steel Frame dims to ASTM specification, A36 with 16 - 4 [1€321 9 grate ergs 96 [24601, Carate kxkdown hers we to be integral to the tra€ne, The firms as supplied with a powder coaled finish. All winds m ne ire pagiume d by a certified wader per ASTM :atandard AWS -DI I A. Framos Shalt be produced in the V,S.A. Z Eigtyt-#€rak high Qsnstty Poayathylilhe {HOPE) Channel, Heavy,Cvr}v France with Ancho, zda,- SUFFiX OPTIONS capatxas} Outten Adapters AddlEcach -EI Closed End (t r :Enri _. _ -tit 4lt62lNo-Hsatr€iottors,C7aaffot 4 [1021 io-t#Cltsiiat _..,. -U6 S a9 j N"ub Bottom Clutter _.... -E6 6 [1 �1 No -Hub EndOuisat ata a 12031 t�x-Hcar Setter outiat -Ea a 12031 r Hub Eau( Outlet Grata tiP#ittna (Load Classifications are per oft( EN14331 -000 Black Acid ReelaVirl Epr>;y Coated Duals Grate -€';lass C iliaei A&td t aeksrst E# gull sd Du tiie Grate < Clan E ,,.. -[X.. txwa%e lrarc Sdi€ta CCs+eas' s c -DGC Ductils, Iron Storni Gma) - Class C .."4)GE Ductis hart SWW Grate - Class E F Ductile [text Stoned Grate - Class F -000 Ga#nnin 3 Ductile Stalled Grate . Gass C _ _ Galvanized Ductle Slotted Grate - Clan E r Trench 8209 OM8210 c TOP WIDTH II Shallow Inv. Deep Inv, (cls) (Wim pis) 6.25 [164] , 5 t 4 i. 41 557 36- 5 (841 8;2a[2,Ot CLASS 6 ABC; COMPACTED TO 2, 4 4g 959 STANDARD PROCTOR AT OR EQUAL AGA/NST BY MANUFACTURER. 2Z OPTIMUM MOISTURE BANK J) 413 TO DAYLIGHT AT MIN, 1X 5 j -maw 12:26 2S : "i4 93 12. r 7 r, IT 12.25 311 t 1, 2 533 4.34T t aI a 14,20,38't 15 , a 7 9.443 r44 i, 1, T&[QtSr3.W-1894 1 1 tint 18.25 a D GGaa€vaainnizzeed Heel-PerSxdit Due Grafteo.a{Ms a- sCareFw 3 EP Reinforced F S" Grate - C C Galvanized dDasa etched GBS . Close E Aiar Perforated Stainless Sri Reverse HPD Hinif-Prof Ductile Sididdi « Cse B Punch Grate -Cass C --_ +")E Hach -Proof Ductile Sionsci to "ClawE mistella acus Options � Ne- t3aw#e ikatii G • Maar E (SF -RFGC RM16DACad Black JointGorshinclor Arid Resistant Gia Frame S a l ions it lm; Hilt-iReinforced 3 Gxed yC Rs3nl-0d Portended Galvanized Revue Purim Grate - Class CDa h6e Extetlsaons < 22 15591 H igh StainlessCrate - C _. <VP VaAdet•Pro at LoCkd . HaPE in doelt.S.A. -ADA-LIN Masts Ammons with _...... F F sated Woliss Steer Gams - ac€ k R in DaassC flim Galvanized $Wed Grate • c4m S -80 G3 sN Star Grata"C las:: D •M Ffiearafraa miens StOell Sly Greta - C€aas S -CGC­USA Ductile Iron SlO#tad Carafe - cia.ss C idx Reinforced Galvanized Pik mat ai grate • Class S Ed)SA Fe de trop Sa lv i Grate < Gars • R APS Reinforced Stainless Perforated Grate - .,,,... r -o Fabricated Ganranrzl Carats - c A _FS Fabm akid Slairlass Steel G2aaa e Grate - Class A _" -SBO-L lalrtiesa Stag# Sar Grata > Cfs�s C _. (Ar3A-USA Galvanized Ductle ADA r3talii-CII USA GahianizedDuctile Sl Goes - Class C Miscellaneous Options CDE-USA "Aniaed Ductile Slotted Grate - Class E .oS „ oomeStraier GHPOe-USA Galvanized Ductile Stoned Grate - Class E _.. � ,�. -HPM USA He -t'rOd OWA4e Wonlen Grate • Class E _... . -GG Fiberglass, Grate Class A REV. E DATE; 5/10/12 C.N. NO. 124286 _ Z POM10 ed Galvanized SYsal Grate . Class A ' GU AFI€.YRJANISHa)UWESSOTHERW SPWFt PRCiTI:/E # . NO XM_ 4l. r Atmel€ t3RAttdA pPf RATiQh! 4 tett Pittsburgh Ave.. M FAX -lot*- Phan: 01445sOM ♦ Fax: 814W -7 . World Yoft wab: wwwau cwm in Canada. ZUW PMSTFRZ LZM0 a'3E44. <linestreaugs Ontario t ML2 . tax: 1292 spoefficaffou tzrs- --4, 9.25` tlln s Slab Thi 9-1f4" Throat 112' Overall Wdth Z882 System Highligift !Integral s A Toc Rebar dips Fabrication Fabrication E*qlRUOTIR9 M M tt r Channels ot€ W Witing,12" WO, ant# AM ,a 3-114- VAdir ti9tuaC, Moopl i critionel stictim SWO be Inado of High Density Polyethylene (HOPE), have irttartc ddq ends, will recilusea bottom, Channel slot( be llmided with no slope (naltfral) or with a 1.04% buiif-it slope: Channels shall be aver with low ratift from 6,26' to 18.25 b shall iitsra clips moldw into the 5ws of the chmi to accontmodate vertical rebar for positioning and anchoring putposee• Choice of Um A., 8, C, D, E, and F g alp ill be available with H-20 andla r FAA load ratings OrWor ADA comps me, will# mechanical WckCc wn etovicas. A tib -duty steel frame shall be proirded to tfildriblift weight between the grates and ftae HDPE channel. End caps and catch ba ns shall be available to complitment the channels and grates. End opbets, bottom o l , and side outlets shall be available in 4", V% and 8' dieters, Trench drain shelf be H-Thru model 2892. 120'(39,6 -_0 1i 8201 1 OM l 8209 OM8210 c TOP WIDTH 8211 8212 TRENCH DRAIN NOT TO SCALE FRAME/GRATE. SEE NOTE #1 J6" CONC. �- COVER 20" r- 36" INVERT ELEV- AS PER PLAN 4 •, 6" CONCRETE BASE CAST -/N -PLACE TYPE 4 CATCH BASIN NOT TO SCALE SECTION B - B A4 D ALUMINUM STEPS ra 8" (TYP.) I PIPE SIZE & SLOPE AS PER PLANS 4„ 36" PLAIN CASING -CLASS 6 ABC; COMPACTED TO 959 STANDARD PROCTOR AT +/_ 2% OPTIMUM MOISTURE 3.00' VERTICAL TRASH RACK 2.00' POND FLOOR HORIZONTAL: TRASH j RIP RAP = RACK h \\ \� ro %\ / A DET I_ 20" J6- 6" CONCRETE BASE CAST -/N -PLACE NO TES: 1. ALL BASES SHALL BE CAST IN PLACE OR PRECAST CONCRETE- USE p REBAR ON 12" C -C BOTH WAYS IN POURED BASES 2. USE RUB-R-NEK PREFORMED GASKET (2 LAYERS) BETWEEN ALL BOTTOM SECTION, BARREL SECTIONS, CONCRETE GRADE RINGS, AND TOP CASTINGS. J. BACKFILL WITHIN 24" OF MANHOLE.• CLASS 6 AGGREGATE OR NATIVE MATERIALS WITH LESS THAN J" SIZE. 4. PRECAST RINGS OR METAL RISER RING COURSE SHALL BE UTILIZED WHERE REQUIRED WITH 2 COURSES MINIMUM AND 12 COURSES MAXIMUM (2 MINIMUM, 12- MAXIMUM HEIGHT). 5. GRADE ADJUSTMENT AS FOLLOWS: GREATER THAN, OR EQUAL TO, 1 FOOT, CONCRETE BARREL SECTIONS, LESS THAN 1 FOOT, CONCRETE OR METAL GRADE RINGS. 6. FINISH GRADE AS FOLLOWS: ASPHALT OR CONCRETE PAVEMENTS 1/4" BELOW GRADE BASE COURSE SURFACE -1- BELOW GRADE- DIRT/TOPSOIL -J" TD 6" ABOVE GRADE. RING & COVER TO MATCH LONGITUDINAL AND CROSS SLOPE OF PAVEMENT. NEENAH R-1556 SOLID AND FRAME OR EQUAL 1( PRECAST ECCENTRIC CONE, X HIGH PRECAST MANHOLE BARREL PIPE LENGTH AS REQUIRED D 24" REINFORCED CONCRETE OR POL YETHYLENE GRADE RINGS FOR FINE GRADING AS ° REQUIRED (6" WALL) 'D , VERTICAL - 112v . SIDE D ,Q v D V RUBBER O-RING PRECAST OR 1 OR FLEXIBLE A CONCRETE BASE MANHOLE SEAL. SECTION ELEVATION CAST /N PLACE SECTION A - A GROUT SEAL NOT ALLOWED. MANHOLE DETAIL N. T.S. /J D South Aspen Street Townhomes Aspen, Colorado 3'X3' CONCRETE BASIN ELATION POND 2 OUTLET DETAIL CONCRETE STEM WALL h N o SWALE FLOW �- LINE 6» � 3"-T T 10" 1 10" fJ. � 6" 170 0. p p�. 3' INSTALL (4), 1/410 STAINLESS STEEL BARS. BAR PLACEMENT TO BE 3" FROM EACH EDGE. THEN PLACE 10" O.C. DRILL HOLES /N 6" BASIN WALL 1/410 x 2" DEEP. J6" PLAIN CAS/NG 1.75 (M/N.) 1 TOP WIDTH NOTES. - TOP WIDTH 1) INLET FRAME & LID TO BE NEENAH FOUNDARY X-6" / \ R -3462-B (GRATED), OR R -1791-F (SOLID) AS 2=O' LAYER INDICATED ON PLANS, OR APPROVED EQUAL. CLASS 6 ABC; COMPACTED TO 2 ) FRAME ME &GRATE SHALL BE ASPHALT PAINT -DIPPED 959 STANDARD PROCTOR AT OR EQUAL AGA/NST BY MANUFACTURER. 2Z OPTIMUM MOISTURE BANK J) PRECAST CONCRETE ADJUSTMENT RINGS (IF TO DAYLIGHT AT MIN, 1X 1.5' REQUIRED) SHALL BE GROUTED IN PLACE. 4) PIPE ENDS ARE TO BE TRIMMED FLUSH WITH THE INTERIOR WALLS. 1.75 (M/N.) 1 TOP WIDTH WALL HEIGHT BASE WIDTH TOP WIDTH d 5' (SEE NOTE) 5'-6" X-6" / \ DRAINAGE 2=O' LAYER X-0* 1'-6" j MIRAFN 140N FABRIC ' OR EQUAL AGA/NST j` UNDISTURBED EARTH BANK -4" PVC PERFORATED DRAIN TO DAYLIGHT AT MIN, 1X 1.5' WALL HEIGHT BASE WIDTH TOP WIDTH UP TO 8 FT. 5'-6" X-6" UP TO 6 FT. 4=O* 2=O' UP TO 4 FT. X-0* 1'-6" ROCK WALL NOT TO SCALE ROCK WALL CONSTRUCTION NOTES: 1 THE QASE WIDTH OF THE NEW ROCK BUTTRESS WALL SHOULD NOT BE LESS THAN 0.7 TIMES THE VERTICAL DISTANCE BETWEEN THE BOTTOM OF DITCH AND THE TOP ROW OF EMBEDDED BOULDER,• 2 THE BOTTOM COURSE OF ROCKS FOR THE BUTTRESS WALL MUST BE EMBEDDED UNDER THE GROUND SURFACE. THE DEPTH OF EMBEDMENT SHOULD BE AT LEAST 2 FEET; J. ROCKS SHALL HAVE A WEIGHT GREATER THAN 500 lbs (APPROX. f ir25rl.59 AND BE ANGULAR IN SHAPE. SMALLER OR ROUNDED ROCK USAGE SHOULD BE L/MNTED,• 4. ROCKS SHOULD BE PLACED IN FAIRLY UN/FORM LIFTS AND NNFILLED WITH A GRANULAR MATERNAL SUCH AS AN AGGREGATE BASE COURSE OR SCREENED ROCK. THE INFILLING SHOULD BE COMPLETED PRIOR TO PLACING THE NEXT LIFT OF ROCKS 5. THE ROCKS IN THE LOWER HALF OF THE WALL SHALL HAVE A MINIMUM LENGTH OF 2 FEET. GENERALLY, THE LARGER THE BETTER. 6. GRAVEL USED FOR THE DRAINAGE LAYER SHOULD BE WASHED 3/4 -INCH TO NO. 4 SCREEN MATERIAL WITH LESS THAN 3 PERCENT PASSING THE NO. 200 S/EVE. 7, CUT SLOPE MUST NOT BE STEEPER THAN 1 VERT -O. 5HOR, OR LESS IF REQUIRED FOR SOIL STABILITY DURING WALL CONSTRUCTION. 8. WALL DESIGNED FOR LOCAL STABIL17Y. /T IS RECOMMENDED THAT THE OWNER VER/FY WITH THE SO/LS ENG/NEER ADEQUACY FOR GLOBAL STABIL/TY- 9. AS AN OPTION TO THE DITCH SECTION AT THE BASE OF WALL, PROVIDE 2X CROSS SLOPE AWAY FROM WALL. # I Revision I Date 2 lResponses to COA Enqineerinq Comments dtd 6/6/14 7/10/14 410 SCHEDULE 40 90' FITTING CONNECTION DETAIL NOT TO SCALE 410 SCHEDULE 40 90' FITTING Job No. 2000-236.007 Drawn by: TLB Site Details - One Way Date: 04/25/ 14 QC: TLB PE: JH Of Flee: 13 -Site Det (X/110 STANDARD FABRIC IS AN ORA. MOA 0 a LOW PI GUTTER AND CURB APPEAL 10' t MAX x ....x. 24» SILT FABRI x.....x x MIN STAPLED TO x x . x.. x.....x . x. *:: 24 MIN POSTS x..... x SILT FENCE 42 FABRIC MIN _ -I I II -I ANCHORED €... x.:x:...% ..... . III -I IN TRENCH X. x.:x:.%: x: x: x.. x.....X..x.. COMPACTE MIN AND ATTACHED ATTACHED x x x BACKFILL III -I FIRMLY TO POST;.=1 1=11 V 6 x 6"ENC w SILT FENCING Dandy Bao Installation 1. Stand the grate on end 2. Place the Dandy Bag over the grate J. Roll the grate over so that the open end is up 4. Pull up the slack 5. Tuck the flap in 6. Press the velcro strips together 7. Be sure that the end of the grate is completely covered by the flap or the Dandy Bag will not work properly 8. Holding the handles, carefully place the Dandy Bag with the grate inserted into the catch basin frame 9. Provide a depression area around catch basin to provide storage of runoff water above Dandy Bag 10. Install Straw Wattles around catch basin to provide additional sediment removal 11. Pump filtered water from catch basin to Cooper Avenue curb & gutter or storm inlet Maintenance After each storm event: To insure proper operation remove silt, sediment, and debris from the surface and the vicinity of the unit with a square point shovel or stiff bristle broom away from environmentally sensitive areas and waterways in manner satisfactory to the engineer/inspector. Remove fine material from inside Dandy Bag as needed. Dispose of Dandy Bag no longer in use at an appropriate recycling or solid waste facility. Inlet Inspect/on To inspect inlet, remove Dandy Bag with grate inside, inspect catch basin and replace Dandy Bag back into grate frame. TRUE DAM OVERFLOW GAP N_ ALLC MC W/ T1 POST (2' X 2" NOMINAL) SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST 6 x 6" TRENCH FLOW STANDARD FABRIC IS A WOVEN FLAP FOLDS OVER MONOFILAMENT TO ENCLOSE LOW POINT SUMP DETAIL N. T.S. TRUE DAM Installation and Maintenance Guidelines Installation: Place True Dam on ground with aggregate pouch on street side near the inlet on which it will be installed. Open Velcro access pouch located on the street side edge of the unit. If using optional absorbents, place absorbent sock in pouch and push to back of pouch. Fill pouch with aggregate to a level that will keep the unit in place during a rain event and create a seal between the True Dam and the surface of the street. Reseal Velcro access. Center the unit against a curb or median inlet opening so that the curb side of the unit creates a seal with the curb and inlet structure. There should be an equal length of the True Dam overhanging on each side of the opening. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. CURB INLET PROTECTION DETAIL N T.S. SLOPE INSTALLATION NOTES. 1. THE AREA WHERE THE GEOGRID IS PLACED SHOULD BE CLEARED OF ANY OBJECTS THAT WILL CREATE A VOID CONDITION. THE GEOGRIDS NEEDS TO BE IN DIRECT CONTACT WITH THE SOIL. 2. THE GEOGRID SHALL BE LAID SMOOTH, WITHOUT WRINKLES OR FOLDS, ON THE PREPARED SUBGRADE IN THE DIRECTION PARALLEL TO THE SLOPE. ADJACENT GEOGRID ROLLS SHALL BE OVERLAPPED AT LEAST 24 INCHES. OVERLAPS SHALL BE IN THE DIRECTION AS SHOWN ON THE DETAIL. 3 SOME TENSION ON THE GEOGRID IS REQUIRED PRIOR TO THE PLACEMENT OF THE FILL MATERIAL. ANY METHOD OF TENSION IS ACCEPTABLE. IF STAPLES OR STAKES ARE USED, THEY NEED TO BE PLACED THROUGH THE OPENINGS OF THE GEOGRID, DO NOT DAMAGE THE GEDGRID. TENSION SHOULD BE MAINTAINED UNTIL SOIL COVER IS COMPACTED. 4 BEGIN AT TOP OF THE SLOPE BY ANCHORING THE GEOGRID IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF GEOGRID EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE GEOGRID WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING SECURE GEOGRID OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE GEOGRID. 5 CONSECUTIVE GEOGRID SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 24" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE GEOGRID WIDTH. 6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLES/STAKES LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE GEOGRID. APPROXIMATE FINISHED GRADE FURROWS 2" TO 4 " DEEP PARALLEL TO CONTOURS PLACEMENT OF FILL MATERIAL: 1. CARE SHOULD BE TAKEN TO PREVENT WRINKLES AND/OR MOVEMENT OF THE GEOGRID DURING FILL PLACEMENT AND SPREADING. 2. WHEN PRACTICAL, FILL IS TO BE PLACED IN THE DIRECTION IN WHICH THE REINFORCEMENT WAS LAID OUT, TO AID TENSIONING. RUBBER -TIRED EQUIPMENT IS ALLOWED TO PASS OVER BARE REINFORCEMENT AT SLOW SPEEDS, (LESS THAN 10 MPH) AND WITHOUT SUDDEN BRAKING. TRACK EQUIPMENT SHOULD NOT BE ALLOWED ONTO UNCOVERED REINFORCEMENT UNTIL ALL SIX INCHES OF TOPSOIL HAS BEEN PLACED. J. TENSION SHOULD BE MAINTAINED IN THE GEOGRID UNTIL AT LEAST 70 PERCENT OF THE GRID AREA IS COVERED WITH FILL. PROPER TENSIONING IS REQUIRED TO MINIMIZE FACING MOVEMENT FOR REINFORCED SOIL STRUCTURES. THE GEOGRID SHOULD NOT BE SPL/CED. TURF REINFORCEMENT SLOPE INSTALLATION DETAIL N. T. S. 6" MIN. TOPSOIL LAYER, TYP. SURFACE ROUGHENING INSTALLATION NOTES ' 1. SURFACE ROUGHENING SHALL BE PROVIDED ON ALL AREAS SHOWN ON THE PLAN WITHIN 2 DAYS OF COMPLETION OF FINISHED GRADE (FOR AREAS NOT RECEIVING TOPSOIL) OR WITHIN 2 DAYS OF TOPSOIL PLACEMENT. 2. AREAS WHERE SOD IS TO BE PLACED WITHIN 7 -DAYS OF FINISHED GRADING WILL NOT BE REQUIRED TO HAVE SURFACE ROUGHENING WORK CONDUCTED ON THE AREA. 3. DISTURBED SURFACES SHALL BE ROUGHENED USING RIPPING OR TILLING EQUIPMENT ON THE CONTOUR, OR TRACKING UP AND DOWN A SLOPE USING EQUIPMENT TREADS 4> SURFACE ROUGHENING SHALL BE AVOIDED IN AREAS WERE EXCAVATION HAS EXPOSED A STABLE ROCK FACE. SURFACE ROUGHENING MAINTENANCE NOTES 1. DURING CONSTRUCTION, THE CONSTRUCTION MANAGER SHALL INSPECT THE SURFACE ROUGHENING WEEKLY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. 2. VEHICLES AND EQUIPMENT SHALL GENERALLY BE CONFINED TO ACCESS DR/VES AND SHALL NOT BE DRIVEN OVER AREAS THAT HAVE BEEN SURFACE ROUGHENED. 3. IN NON -TURF GRASS FINISHED AREAS, SEEDING AND MULCH/NG SHALL TAKE PLACE DIRECTLY OVER SURFACE ROUGHENED AREAS WITHOUT FIRST SMOOTHING OUT THE SURFACE. 4. IN AREAS NOT SEEDED AND MULCHED AFTER SURFACE ROUGHENING, SURFACES SHALL BE RE -ROUGHENED AS NECESSARY TO MAINTAIN GROOVE DEPTH AND SMOOTH OVER ANY RILL EROSION. SURFACE ROUGHEN/NG SR NOT TO SCALE FGM FGM FLEX/BLE GROWTH MEDIA/MATRIX COMBINES BOTH CHEMICAL AND MECHANICAL BONDING TECHNIQUES (TACKIF/ER) TO LOCK THE MATRIX IN PLACE. IS COMPOSED OF CRIMPED, MANMADE FIBERS, ORGANIC FIBERS, AND PERFORMANCE ENHANCING ADDITIVES THAT FORM LOFTY, INTERLOCKING MATRIXES. HAS AIR SPACES AND WATER ABSORB/NG CAVITIES TO IMPROVE SEED GERMINATION, REDUCE THE IMPACT OF RAINDROPS AND MINIMIZE SOIL LOSS. FLEXIBLE GROWTH MED/A/MATRIX INSTALLATION NOTES 1. COMPONENTS ARE PRE-PACKAGED BY THE MANUFACTURER TO ASSURE MATERIAL PERFORMANCE. UNDER NO CIRCUMSTANCES IS FIELD MIXING OF MATERIALS, ADDITIVES OR COMPONENTS ACCEPTED. 2 CONTRACTOR SHOULD BE CERTIFIED AND TRAINED IN THE PROPER PROCEDURES FOR MIXING AND APPLYING FGM. APPROVED HYDRAULIC SEEDING/MULCHING MACHINES WITH FAN -TYPE NOZZLE (50 -DEGREE TIP) SHOULD BE USED FOR APPLICATION. APPLICATION SHOULD BE FROM OPPOSING DIRECTIONS TO THE SOIL SURFACE IN SUCCESSIVE LAYERS TO ACHIEVE MAXIMUM COVERAGE OF ALL EXPOSED SOIL. J. COMPLY WITH MANUFACTURE'S RECOMMENDED APPLICATION RATE. INSPECTION AND MAINTENANCE NOTES 1. CHECK AREAS FOR DISLOCATION OR FA/LURE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER A STORM PRODUCING 1/2 INCH OR MORE OF PRECIPITATION. 2. REAPPLY TO DISTURBED AREAS AS NECESSARY PER MANUFACTURE'S INSTRUCTIONS. J. APPLICATION EQUIPMENT SHOULD BE MAINTAINED TO PROVIDE A UNIFORM APPLICATION RATE. /� PERMANENT SEEDING � PP PERMANENT PP PLANT/NG Roc ROCK/LOG ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER BY PLANTING SEED ON ROUGH -GRADED AREAS TO DEVELOP A PERMANENT, LONG-LIVED VEGETATIVE COVER. USED IN CONJUNCTION WITH HEAVY MULCHING OR FGM. SEED SELECTION SHOULD BE INDIGENOUS TO THE ASPEN AREA AND APPROVED BY THE CITY OF ASPEN PARKS DEPARTMENT. ESTABLISHMENT OF WOODY VEGETATION ON ROUGH -GRADED AREAS THAT HAVE BEEN PERMANENT SEEDED OR SODDED WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS DESIRED ON FINE -GRADED AREAS. USED IN CONJUNCTION WITH MULCHING/FGM AND SEEDING. PLANTS SHOULD BE A COMBINATION OF DEEP AND SHALLOW ROOTED AND INDIGENOUS TO THE ASPEN AREA. IF THERE ARE OPEN AREAS BETWEEN PLANTS, PLACE SMALLER BOULDERS OR LOGS TO OBSTRUCT THE PATH OF DRAINAGE THAT MAY BECOME CONSOLIDATED. THIS AIDS IN PREVENT/NG THE DEVELOPMENT OF RILLS ON THE SLOPES USE IN CONJUNCTION WITH PS AND PM. 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L L _ I NAND Erli> t+e3r5 4..MC: �L� r S JAN' 3 6 7 4r 6. 2 t,.3;i. L,F I9iPN:-19mR45,'9'LFb „I A 4 G. . 'J '� "' •R X63,. FOR WATER LLINE 4,. Job No. Revision Date gy Drawn by: #td 6/6/14 7/10/14 TLB/DW Standard Details for Water Date: 2 Responses to COA Engineering Comments d Use - One Way Qc: File: ifr 'r i, p Nu ., IDer: D-1 2000-236.007 TLB 04/25/14 TLB PE: 1H 15-COA•Water-Details 0 'HORZ• 1 =30 VERT• 1 '= 10' W O L6 NOTES. 1. THE RECONSTRUCTION OF SOUTH ASPEN STREET, PUBLIC UTILITIES AND ASSOCIATED W W Lr) L6 to N 0Q, 06C6 SIDEWALKS, CURBING AND DRAINAGE IMPROVEMENTS AS DEPICTED IN THE FINAL PUD THE REDEVELOPMENT OF THE 0) N L6 N ao oo O cri ao ^ rn 06 o� a0 h h � h ) ``� PLANS FOR LIFT ONE LODGE WERE APPROVED ALLOWING FOR STREET CORRIDOR. INCLUDED AS PART OF THE DEVELOPMENT AGREEMENT FOR N "� Lo ") r\ d rn 1+ ASPEN LIFT ONE LODGE IS A PROVISION THAT THE CITY SHALL REQUIRE PROPERTY OWNERS BE RESPONSIBLE FOR THEIR �`� cd � p � CIO ADJACENT TO IMPROVED PORTIONS OF SOUTH ASPEN STREET THE COST OF THE IMPROVEMENTS ASSOCIATED WITH SAID SECTION OF rooi rnN rnh mai 002.40 V1 LE 8 002.4 Pv/ o O"i PRORATA SHARE OF IMPROVEMENTS IF PROPERTY OWNERS SEEK IMPROVEMENTS TO THEIR PROPERTY. Graphic Scale b �"� K=1. K=1.58 � h a� 0 15 30 60 O ao 00 .; a0 aoef O 10 00 C AS THE APPLICANT FOR THE SOUTH ASPEN STREET TOWNHOMES MAY DEVELOP THEIR LOTS AGREEMENT IS REQUIRED TO BE N obi O °o O °o roll R TO THE DEVELOPMENT OF LIFT ONE LODGE, AN PRIOR EXECUTED BETWEEN BOTH THE APPLICANT FOR THE SOUTH ASPEN STREET TOWNHOMES in Feet: 1 " = 30' Pvl STA.7+53.87 PVl ELEV 7988.76 o o W AND THE OWNER OF LIFT ONE LODGE, APPROVED BY THE CITY ATTORNEY, THAT OUTLINES BE SHARED = K 14.9. 00 �+ 0 10 WHO WILL BE RESPONSIBLE FOR THE IMPROVEMENTS AND HOW COSTS SHALL BUILDING PERMIT FOR SAID . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... 25 00' . VC U V (,- 9 34� v OR OTHERWISE REIMBURSED PRIOR TO THE ISSUANCE OF A ........... ASSUMING THAT APPLICANT FOR THE SOUTH ASPEN STREET TOWNHOMES . . • • • . •. • • • . • • • . • • . . . . ... . . . . . . - ^ m m : 8 005 8010 • . . • ' . ' ' . DEVELOPMENTS. IS FIRST TO DEVELOP, PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LOTS 1 OR 2, THE FOLLOWING CONDITION MUST BE MET.• • _ . . . . . . . . . •. . . . . . . . . . . . . . . . ... . . . . . . PV1 STA.6+77.04 � � 9,p6 8005: ET AS DESCRIBED IN THE FINAL COMPLETION OF THE IMPROVEMENTS TO S. ASPEN SIRE .. . ELEf2,46 '.00 ' . . . f2' 46 cij m V m Lii U 54f% 1 . • `� o O ` 8 000 OR LIFT ONE LODGE" (ORDINANCE NO. PLAT PUD PLANS AND DEVELOPMENT AGREEMENT FK= . ' . . . . . '. . . . . .' . . . . . ' . ............................. ' 25. oo ' vc `�+ + °N° 8000: 23 (SERIES OF 2013 5� h h. '. .' . ..15 61% °� :... � °0 7995 SHEET 45 FOR DETAILED DESIGN INFORMATION RELATED TO THE CENTER LINE OF .. . . . 2. SEE SH .: .' . - .:. :. .:. .:. .. .:. .:. .. ^ m°p 7995 : . . . . . . • • SOUTH ASPEN STREET . +� cow +� con ' . . . . . . . . . . . ' . . . . . '. :. ..... 7 990 J. SEE SHEET 46 FOR DETAILED DESIGN INFORMATION RELATED TO THE WEST SIDE OF .. . . . . ' . . . . . •. . . . . ... . . . ... . . . . .. . . . . ... . . . ... . . . . . . . . ... . . . ... . . . . .mm `v �� �� o' PV/ STA8+7510 7990: • . . SOUTH ASPEN STREET FROM THE EDGE—OF—PAVEMENT TO THE WEST TOP—BACK—OF--CURB. �� :. Pv ELEV ... l.. 8005 •6 . 7 7 985 4. SEES HEFT 47 FOR DETAILED DESIGN INFORMATION RELATED TO THE EAST SIDE OF '. . . . . '. . . . . .' . . . . ... . . . ... . . . . .. . . . ... . . . ... . . . . ... . . . .:. .. .:. .:. .. .. .. .:. .. :. . ;�oo ��ti K=247 15.00 . 7985: ' ' ' SOUTH ASPEN STREET FROM THE EDGE—OF—PAVEMENT TO THE EAST BACK—OF—SIDEWALK. - - - - ' '. . ' . �. �.:. .:. . 980 • 5. THIS DESIGN IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME. ACTUAL . ' . '. .' . .. - ...... ...... . . .' Pvl STA.8+23 09. 7980: .' ' ' ' FIELD CONDITIONS AND DESIGN REQUIREMENTS BY OTHERS MAY REQUIRE MODIFICATIONS TO '. PVl ELEV 7999.61 K 78 " 7 975 THIS DESIGN DURING THE PERMIT SUBMISSION PROCESS. • : PV/ STA.4+38.86 - - .' . . ' . . .. ... . • . •Pvl ELEV 7949.42 : -. ... .:. .:. .3 2 5.00' VC . 7975: 6. CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE K=25.03 50.00' vc : • .:. ........ 7970 .' OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS .. .:. DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND :. • • • .: • . • • • :• • • • • .. • . ' ..' 7970: .. APPROVALS. + o + '. h rn a0% ^ . . . . . . . . .t :. .:. .. . . . . ... . . . ... . . . . . .:. .: - .... .. ..... .. .... .. .. 7 965 .'. . . . . . . . . .d . . . . . . . .. . . . . 7965: .. .:. .:. .. .:. .:. .:. .. .. .' v j . :. .. .:. .:. .... .. ..:.. .. .. .. .. ... 7 960 aim- .. ......._. ... / .. .... .......... .... ..... . . . ... . . . . . . . . ... . . . ' 7960: '. . . . . . . . . . ... . . . ... . . . . .. . . . . ... '. .. . . . . .' . . . . ' . . . .. . . . . ... . . . ... .. .:. .:. .. .. .:. .. .:. .. :. .. 7 955 7955: .. ................................................... . . . ... . . . ... . . . . . . . . ... . . ... . . . . :. .. .:. .:....................... 950 7 o..................................... ......... .... ......... ................. .. .. : . . . .. . . . . . . . . .. .. ..:. .. 79457950 P141 STA' 1 +21.04: . . . . . . '. . . . . . .. . . . .. . . . . ... ... .. ... .. .. ... . . ' . . . . .. . . . . . . . . . . . . . . ... Pvl• ELEY 7918.•28: . . . . ... . . .' . . . . .. .. .. ..:. .. 79407945: K=. . . . . . . . . . . . . .•. . . . . . . 85.00' VC .. .:. .: m rn '. rj . ' . '. ao� .. . . ... . . . ... . . . . .:. . . . t0 . ' . . . . : . . . . ... . . . ... . . . . .. . . . . ... . . . ... . . 7940: .. ... . . . ... . . .:. .:. .. ''�N a . '. . . . . . . . . . . . . . . . . . :. ... ... .:. .. .. .. ..... .. .. .. .. ... 7 935 O0+6t o� . Q� W MATCH SOUTH.- ASPEN STREET . . . . . . .• . . . . ... . . . . . . . . . . . . . 7935: . . . . .. . . . . .. . . PROPOSED JUAN STA. 3178.69: = SAS STA: 4+23.98. . . .. ... .. .. .. ..:. .. .. .. .. ... 7 930 Q j V CJ , EL 7947.98 . . . .. . . . . ... . . . . .. . . . . ... . . . ... . . . . .. . . . . ... . . . ... . . . .. 7930: c� m ^o al ...... . . :. . . . ... . . . . .. . . . . ... . . . ... . . . . .. .. .. ..:. .. .. .. .. ... 7 925 �cd 9 50% ....................................... . m Q'. . . . . . .:. ........ j .yam 7920 7925: 0 . . :. . . . . ... . . . ... . . .: . �W '. . .. ... ... . . . . .. . . . . ... . . . ... . . . . .. . . . . ... . . . ... . . '. 7920. ..... .... .. ....... ..... . . . . .' . . . . .. . . . . . . . . . . . . . . . .. ........:........... 7 915 .. ... .. .: . .:. .. . . . . ... . . . ... . . . . .. . . . . .. . . . .:. .. ' 7915 .SCALE — — • . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . 7910 'HORZ• 1 =30 VERT• 1 '= 10' W O L6 3+60 4+00 4+40 4+80 5+60 6+00 6+40 6+80 60 2+00 2+40 2+80 3+20 7+20 7+60 8+00 8+40 8+80 0+00 0+40 0+80 1+20 iB G M 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com r South Aspen Street Townhomes Aspen, Colorado ## Revision Date By job No. South Aspen Street Plan and Drawn by: p Date: Profile QC _ File: 2000-236.007 TLB 04/2TLB PE: JM Of 69 190 W W W Lr) L6 to N 0Q, 06C6 00) LC) O 0) N L6 N ao oo O cri ao ^ rn 06 o� a0 h h � h ) ``� h N "� Lo ") r\ d rn 1+ 3+60 4+00 4+40 4+80 5+60 6+00 6+40 6+80 60 2+00 2+40 2+80 3+20 7+20 7+60 8+00 8+40 8+80 0+00 0+40 0+80 1+20 iB G M 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com r South Aspen Street Townhomes Aspen, Colorado ## Revision Date By job No. South Aspen Street Plan and Drawn by: p Date: Profile QC _ File: 2000-236.007 TLB 04/2TLB PE: JM Of 69 190 W W W W h (P") W to N o� o� N ao oo O cri ao ^ rn a0 co o� a0 h h � h ) ``� h N "� Lo ") r\ d rn �`� cd N p � CIO cd rooi rnN rnh mai 3+60 4+00 4+40 4+80 5+60 6+00 6+40 6+80 60 2+00 2+40 2+80 3+20 7+20 7+60 8+00 8+40 8+80 0+00 0+40 0+80 1+20 iB G M 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com r South Aspen Street Townhomes Aspen, Colorado ## Revision Date By job No. South Aspen Street Plan and Drawn by: p Date: Profile QC _ File: 2000-236.007 TLB 04/2TLB PE: JM Of 69 190 h � h (P") h to 5+20 3+60 4+00 4+40 4+80 5+60 6+00 6+40 6+80 60 2+00 2+40 2+80 3+20 7+20 7+60 8+00 8+40 8+80 0+00 0+40 0+80 1+20 iB G M 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com r South Aspen Street Townhomes Aspen, Colorado ## Revision Date By job No. South Aspen Street Plan and Drawn by: p Date: Profile QC _ File: 2000-236.007 TLB 04/2TLB PE: JM Of 69 190 CIO oo N � �.� rn �`� cd N p � CIO cd rooi rnN rnh mai o O"i b �"� a� O ao 00 .; a0 aoef O ao � obi N obi O °o O °o roll ON, 3+60 4+00 4+40 4+80 5+60 6+00 6+40 6+80 60 2+00 2+40 2+80 3+20 7+20 7+60 8+00 8+40 8+80 0+00 0+40 0+80 1+20 iB G M 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com r South Aspen Street Townhomes Aspen, Colorado ## Revision Date By job No. South Aspen Street Plan and Drawn by: p Date: Profile QC _ File: 2000-236.007 TLB 04/2TLB PE: JM Of 69 190 't = :/ ': ', t, ,f a•. T"' I : L_: , - I : NT /... . . . . . . : P ALIGNMENT DROP-OFF LOO ! -`: z t: � is I X' �f - „a '♦,7. 3 \s9' �,,,„ i .0 `'moi 7 .92 DROP OFF r\ ANE STREET STA. 01 0 ,� DE X I \ 1` E n`;y y oy .ROM +4 > C E D TRANSITION F f LOOP STA. 1+,2,.--. -'`" '- ;;., ,� � > BOs/ .t. s I I N lT ON FROM� ��° -S OPE IN TRAF SS L J � f C 1 1.23 R EP. t2 �.. i N1485410.69 ,., .., . Q � I I � W � SIDE OF STREET S A, 8+68.72• CL :8004.69 x ": E ST. 0. 129 TO 29 \ s �,: Wit;: 141.85 m £2625ff: �. ` > 4 C LOPE _ " , tea. _..u..... \ .�..,...,, T - f J.11 SIDE OF STREET STA. 1146.821. ` , .. \ \ , ,,5 , , EAT , :_ .. , . � � y ,. -�.,: �\, � �. �: �+ \ \ -- . N . < \ E.tw . -. F_ *> CL 7920.34 \ _ + ROSS-SPOPE WEST SIDE 19 ROSS SLOPE EAST SIDE � , �, „ .>.- �. \ , 12.77,.. 7 ,: f , 47 C <11 , S 8132.72' C L 8000. STA. 1131.49 CLEL 7919.66 u \ . \. r ,55k I F_ ,. ,: . CL TO EO :i E <. '> .. , , , , lig . _, ,� ,.:n.>,;. Y'�� SA CUT ,, < END _ 1?l , Imo. , , _ ...,.,. ,. 3 r. STA. 412 .39 ,, � „.v , 1 ., \ : , ,.. E r \ s j SS SLOPE CROSS -SLOPE ".,S -. ,5. .. .. END47 , NT AVE. . CLEC 79 9 » , , DURAl J .. . > � � � _ ... .. ,. .` I d \ ,_ 8144. , \ ,, �" �a_� , . , , -� � "` .. , , , �� , WEST SIDS` STA. 72 STA.1 9 , \ �. , \.....) \ � ,- % . _ _r tx \ \ \ , r K, ,. ,t TRANSITION rA.4+084 \ , r a, \ I , L , O S 21.35 _ _ > , . LEL 8001.57 ,) 1 \ C / _, .: 1 \ . t...: N 1485327 70 \. 2. - y x r. O S,33 5 � tt CLEL 7918.8 K $ ♦ _ 8 ^' l STA. 1155.0 . , .. .. ,-. _.� u � .. _ _, , EAST SDE % , <. . ._ . tiz > N ».: ,< , , :� •.r 14854 9.8 Y - : s., \ ii d I t \ , W 082 .. £.2625 \ ,-, . CLEL 7946. .... a, , - �. � i .. 26250 5.60 ♦, . . MMIMMOND am am1756 I CUES A � 2a : .. .. ': .. .. .. ..... ...._ ,. „: -.. moo- ..- ,. .a. t 1 \ s I ,`r 51.22 , N14855 �� OF s0 H ,1s, ��SO UTH ND EL. 917.83. S B r P.0+0b.00 T GO Rl- - - E RY U £2625156. 15 OCL 793550. _ i_ / E „ SKIER , ET N1485578.87 . .. , r , ' .> ., .,.; - - ... - , , .:';.,. , ', : .. ,.. ..ter , .. ♦£ O 5 1 .5 L r, 4 . N.1485 28.5 , . / _., ���' - �... 4 s.. ASPEN STREET . 4 41 ., .. - -..... .: .. vim. _.£ - 163 5 TA 1 +07. , . > ` .. . '; ._ \W, �..�- £2625 S \ t .� ,:.,aa .»_ ,. \ .., . .. .r ♦ 744 „":,. .... .. _ .... ,_ _,. ,.?z. -:. .;'.. ,<. .. ... ` CLEC 62 F Y s ... �. \ , 11",1 T KIS U.E 625b73 2 \� �. SE SHE£ E ,„, 11 / ,: _. - . a. ..Y } ....... .... c 7s16.4o tit 11 u 4 � co �_. _ _ . .> ,_ ._ ._ _ _ <. - ...,�-_ .. ,- , .; (- ��� ` SPEN , � � .. _ . ,. :' , , , � :�; � ` END 'SOUTH.. N 1 y _ ... 1. XISTING _. N-.1483379: 9- ,. .. ... ,. ,i- .. � ;\` �, , • O S $9 22505.8 z, 1- t I MENT / � .. , ,_ ... _ u ...�.. STREET AL G . > .. , ♦ . . , , Ott .s< URFACE _ �'L�t� 79 5.94 +�- , .. , ' , . ' t. .:., � � I Zi _ \ ,, i _ _. , , ., ,. . , . �� a� . "STA. -i-84.40 \ : - „� ti to O 1... 4' rn w 4 f {,r.r _.._ u i J a b\ °\ \ . SP EL.79 16.93 a N1484B14.64 OU THA �\ N 559 .71 N748 0 00 _ e .' rt .�. c `3 . o `4,. a , ... .. .. , ; . , ' �: £2624935. f T: s + 25119.27 ., . : .� .,.,. .. ..: a k+ , �7 , 1^ Y , i ST. \ � t: -� _ _,.. 1^ r �\ 1^ o o I^ R vk N , t \ _. J r O �\ 4� / r i. .. .......... ,Y .... _... _..... :. ........ _.._....., .. . Nr . . I rn rn \ o f S _ o b\ _ ^ _ _. . \ _ ,.-.._,__. :_-.. (J ,. ,. ......._ __ ___ ,, ..... a, __ __ ._, 1\ . tar � .. r a, N rn t :. ` I� I ty _�_. , t . E , rt AW C LINE t _ t , i .% _ o o , _..... t o' t� j , t t t . __ W�? ��3 .11 �,/. a : t i r - I V. / , ...... ; { B TRANS Tl N DROP. OFF L OP. ALIGNMENT L.79471s . Y:: DEAN£ STREET•. 4 E Tec To rez ENb TPI AL CRO 5S- ON .BEGIN T'RA .SITIO. L . pit 119 CR05Sj$LOPE, 14, 5368.3 =BEGIN TYPICAL SOUTH ASPEN BEGIN N $ . . SE FROM 49 TO '.29/ ] E: SHEET C 1 &C8 SOUTH ASPEN STREET - __.__ f . , AL/GNMEN . E2625019.41 24.00' FROM -29 TO +49 CROSS . SCOPE WEST SIDE ;`STA 8+x6 72, / - - c 1 ALIGNMENT FOR EL.7s1s.o9 srA.2+39.34 STA.: 3+08.13 - OROP-OFF LOOP STA: b.+t� :: STREET CROSS SECTION r A �- 1& 7 EOP TO aP CLEL 8002. SEE.SHEET C C E 05 :' A. 148.05`' CLEL X9$8 \ CR S SLOPE T SIDE. OF STREET ST 7 N1485600.99 O S 12:008 :'i :WES k / BP.0100.DO STA. 4+42.20 CLEL 7949.91 E 12.00' I . \ \` SOUTH ASPENS =SOUTH ASPEN STREET SOU 80.81 WEST 'SIDE OF STREET STA. - £26250 ''CLEL 7929.5 •`LLN _ W 148537©.91 -19 ROSS SLOPE PE.' --WEST SIDE BP. 0100.00 %STA. 2+47.23 DEAN£ cL TO EOP c EE SHEET C 1146.82 CLEL 7920.34% STA. 1+05.41 E2625053.41 b100. /, STA. 7160.72, CLEL .7989.84 N1485666.59 _. STREET STA. FOR DETAILED O S 30.50 R _ STA.2+27:14 t ; / 39 CROSS SLOPE, WEST SIDE, £2625139.55 - SIDE CLEL 7925.78 : O S 12.008 . 09 'ROSS SLOPE' WEST 7 .73 / I� ' • DESIGN OF THE STA. 1 +67.89 • CLEL 922 ;... %. SEE SHEET C1) cLEL 7s28.3s STA:•- 7+72,72• •CZEL '7991.71 / - EL. 7 16.70 STA. 1 t 14.91 �; (� :SOUTH END OF N148576.87 O S 20.93'8 END CROSS SLOPE STA.2+25.20 =YJ / + 19 . CROSS-SLQPE,; WEST S/DE, E2625074.36 CLEL 7918.59 O/S 12.06'R ) :i. SOUTH ASPEN TRANS/TION ( STA. 7484.72• CLEL 7993.59 CLEL 7928.18 ( Z .i. ! STREET STA: WEST SIDE, STA. 1 +88.88, CLEL 7924.73 I EL:7916.00 v' +2Z. CROSS=SLOPE, WEST SIDE, STA.2+05.54 Q 'i SEE SHEETS 44 48 AND 49 i STA 1+94.9J .7 f 92 TO N14B5580.94 £[.7916.00 S3A :7+96.72 CLEL 7995.47 E2625058.64 ; N7485579.04 O/S 20.93'R,• CLEL 7925.30 O/S 12.97%?.. __ J . FOR JUAN SOUTH APSEN i : CLEL 7926.3Z,__�.:..._.:.__i- i3 r : : _ . 8+84.40 { I £2625058.01 I / t 3� 174SS -'LOPE, WEST SIDE, / / S INTERSECTION. BEGIN SAW CUT IN DURANT AVE. STA.2+00.12 STREET �: . S'TA::$+08.72, CLEL 7997.35 O S 15.278 REMOVE AND DISPOSE OF ASPHALT PER STATE AND / :1,: c r.. cLEL 79257s :. r 4 CROSS SLOPE, WEST .SIDE, e: , M NT TO BE LOCAL REQUIREMENTS. REPLACE E STA;. 8118:48, CL EL 7998.80 R S ;b T OA STANDARDS D _ D PER CURRENT C ACCOMPLISHED i' . . . . . . .. � . . . .­ /I - /,/ AT UT LIMITS 4 s c AT H EXISTING SURFACE C^ M C GRAPHIC SCALE I'll- NOTES.- so 0 is so so 120 op + 1. THIS SHEET IS SUBSTANTIALLY IDENTICAL TO THE PLAN AND PROFILE SHEET 00 RECORDED IN CONJUNCTION WITH THE LIFT ONE LODGE SUBDIVISION/PUD FOR Q RECONSTRUCTION OF THE SOUTH ASPEN STREET CORRIDOR SOUTH OF DURANT AVENUE. ( IN FEET ) k v IT IS SUBJECT TO THE RECORDED DEVELOPMENT AGREEMENT FOR LIFT ONE LODGE 1 inch = 30 ft. � o SUBDIVISION/PUD; THE DEVELOPMENT AGREEMENT PREPARED, EXECUTED AND RECORDED FOR THE SOUTH ASPEN STREET TOWNHOMES; AND AN AGREEMENT BETWEEN THE 11 PVl STA.8+53.88 11 APPLICANT FOR THE SOUTH ASPEN STREET TOWNHOMES AND THE LIFT ONE LODGE PVl K=18002.40 p DEVELOPMENT, APPROVED BY THE CITY ATTORNEY, THAT OUTLINES WHO WILL BE K=1.57 10.00' VC O W RESPONSIBLE FOR IMPROVEMENTS TO SOUTH ASPEN STREET AND HOW COSTS SHALL BE SHARED OR REIMBURSED. REQUIREMENTS INCLUDED IN ANY OF THESE DOCUMENTS 0 h 20 SHALL BE REMEDIED TO THE SATISFACTION OF THE RESPECTIVE CITY DEPARTMENT rn � RESPONSIBLE FOR OVERSEEING THE REQUIREMENT PRIOR TO THE ISSUANCE OF A + o BUILDING PERMIT. . . . . . . ... . . . ... . . . .PYI. S,TA.7.+53.87. 00 00 • . . ' • 010 8010 . . . . . _ _ _ PV/ ELEV.7988.76 .. _ ... .. • ,)02 11 4u 8 . 2 SEE SHEET 44 FOR STREETS WEST SIDE DESIGN FROM THE TOP -BACK -OF -CURB TO . . . ' K=14.91 • � � v v . . • THE WEST BOUNDARY OF THE PUBLIC -RIGHT-OF-WAY. . ... . . . . . . . . . ... . . . ... . . . . . . . . ... . . . . _ . . . . ... . . . ... • • 005 25 00' VC m m 9• 8005 . . . . . _ _ • �2 . 8 3. SEE SHEET 46 FOR DETAILED DESIGN INFORMATION RELATED TO THE WEST SIDE OF . . . . . -PVI STA.6+77.04 - � o � N 9.07% SOUTH ASPEN STREET FROM THE EDGE -OF -PAVEMENT TO THE WEST - . . . . .:. - ... . ^ . . . .. .. _ - - .. . .. � h 000 8000 . . . . . - TDP -BACK -OF --CURB. :. .:. .:. .:. .: .:. . ; . _ .:. _ . PV/ ELEV 7978 00 8 X 12:50 �^ � % �o . . 4. SEE SHEET 47 FOR DETAILED DESIGN INFORMATION RELATED TO THE EAST SIDE OF :. - - ... . . . . . .. ... . . . . . _ 995 . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . .. . . . . _ . . . . ... . . . . 25 0o vc . �;W �L4 �h �,�. �� 002 7985 SOUTH ASPEN STREET FROM THE EDGE -OF -PAVEMENT TO THE EAST BACK -OF -SIDEWALK. . "� h h m m 68q W 7 O% ' ��' ' Vj ( V to O . 5. THIS DESIGN IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME. ACTUAL % N � ^ . ... . . . ... . . . . . . . . . ... . . . . _ . . . . . _ . . ,. ggp . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . _ �� �^ 00 - mm . . 7990 • . FIELD CONDITIONS AND DESIGN REQUIREMENTS BY OTHERS MAY REQUIRE MODIFICATIONS � W v W 7 . TO THIS DESIGN DURING THE PERMIT SUBMISSION PROCESS. ,� W . v m m ' �- PVi srA.8f7s..10 . . . . ... . . . ... . . . . . ... ... _ . - 5 . _ ... ... _ ... ... _ ... ... _ ... ... _ ... ... _ ... ... ... ... _ ... . oq.� .�. _ 2.46 7985 STRICT OFFICE ` m m � � 0/ RVI EL 5 67 6. CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECTION Dl 798 • . OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS �% PVl ST,V799 .6 . 15.00 . . PVl ELEV 7999.61 DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND . . . ... . . . ... . . . ... . . . ... . . . ... . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . .. ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . = . . ... . . . . _ . . . .. 7980 K 378 7980 . . . . . _ _ ... 25.00' VC . . . APPROVALS. . . . . . . . . . . . . . . . . . . . . . • ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . .. 975 7975 . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... .. VI 42 ... ... _ ... ... _ . • Pill STA 4+38 86• . . P ELEV.-7949. . . 50.00' VC .. ... _ ... ... _ ... ... . .. 970 7970- , . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . . . . . _ . . . . .. . . . ... . . . . : . . . . . . . . . . . _ . . . . . . . ... . . _ . . . . ... . . . . . . . _ . . . �� . .ON+ . �� . r _ ,* N q . .. .7965 7965 . . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . :. _ to . . . . . . _ . . . . . . . . . 12.0.0 . . . . . . . _ . . . . . . . . , . . _ . . . . ... . . . .:. . . .d . . 7960 . . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . : . . . . ... . . . ... . . . . : . . . . . . . ... .Oo . . : . . . . ... . . . . . . . _ . . . . ... . . . ... . . . . : . . . . . m, . . . . . : . . . . . V . , , , _ , . , , <.. � � � � , , < _ , . . . . . . :. ... - :7960 . . . h . . . 7955. . . . ... , , .. . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . : . . . . . . ... . . . . _ . . . . .: . . . . . . _ . . . . . . . . . . . _ . . . . . . . ... . . . . _ . . . . . . . ... . . . . : . . . . . . . ... . . . . _ . . . . . . . . . . . _ . . . . . . . ... . . . . _ . . . . 955 N . Q . � . . ... ... _ ... ... _ .. . 950 7950 . . . . . _ . . . . ... ... _ ... ... _ ... ... _ ... ... � . _ . . . . ... . . . ... .. . PROPOSED . 7 . CENTERLINE- . . . . m . . . . . . . . . . . . . . . . . . . . . ... . . . ... . . . . . . . . . .. 945 . . . . .. . . . . ... . . . . . . . . . ... . . . ... W II 7945 • ... o ... PV% STA. 1 +21.04. • � � .:. .:. _ .:. .:. _ j � � � . .:. .:. .:. _ .:. .:. _ .:. .:. _ .:. .:. _ .:. .:. .:. .:. . . h . PV1 ELEV.7918.28 . C9 W + K=13.32 . . 7940 . . . . . . . . . . ... .. . ... , . . . _ , . . . ... . .85.00' , VC . . _ . . . . ... . . . . . . . : . . . . ... . . . . . : . . . . ... . . . ... . . . . . ' 10 �o% .: . . . . . . _ . . . . ... . . . ... . . . . : . . . . . . . . . . . : . . . . . . . . . . . : . . . . . . . . . . . : . :. .: 940 7 � . . . Z, 0 . . eco - Hca'o....MATCH.EX/STIN,GDORAN,T. �� ..................................... ..............................................................................._...,................................................._................._........................ 7935: m �. + A:VE. SURFACE ELEI/ATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7935 . � < o AT SAWCUT . L, II SFA,Ot78,54 , 7930. .. . . . . . . EL•EV.7916.96.. _ .V ... _ .. .: :7930 . . 0W , mm �� . . . . . . . . . . . . . . . . . . . . . . . . . . 5oq� . . . ... . / . . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . 1. .. .7925 7925 . . . . . _ . . . . . . . . . . • .. _ ... .. ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . .. 920 . . . ... . . . ... . . . . . 7920 :SCALE• _ . . . HORZ• I ' -30' 3,129` . . . ) J W N ) Qr ) ) 0 2 8 c coo o c M o o c cs M M o 0 W� M W� M o W� 0 W� M W� M o W� 0 M W� W� W� M M o W� o M W� W� M co W� o W� M W� M W� M o W� o c W� cs W� M o W� 0 W� W� M M W� M W� M W M co k W� o W� M W� M o W� o W� M o W� 0 W� M c W� cs o W� 0 W� M � W� «) W� a) W� "�a0 W� 00 W� �O W� NO W� �� W� �� W� N4� OQO �QO I\QO �o �� tn� ��') �� ��) h '�� h N� +� '�� h to�h h O� h % �o �rh o� �h ") toh ^ �h hh h �b O tob �h �^ cflh Nh h tout O h � N N O � tom °o toh N N� oo h O °� � N� O �� "� �.� "� ^ L6 �cp N , O r< �� DO Qo X00 °� o NO N N N`� O � N� °o t6 Nh r< N� % Noi h '�� h "� �"� h � "�h h [ "�� �Qi �� "i rr� h �h �� <rai N h^ rr h1 cz ltd ao tooi o tom �i O"i co O� N Oqi \.� �rrj I\ttj °� I\op ,; N" 0 �� oo�d moi O0o rnN rnO rnh �O moi rnrn o 00 . OMi 00 (z) 0 t6 o, o, rn^ O^ rn^ O^ �N rnN rnN �N �N �N O"� �"� �"� rn"� �"� err �� rn� rn� rn� �h rnh rnh rnh ��o rn�o �O Oto rn^ rn� O� rn� rnao Ooo rn� 00 7915 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+ 0 MINEEM GM 1 1 8 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com # Revision Date By Job No. 2005-522.003 South Aspen Street Townhomes ' South Aspen Street Plan & Drawn by: TLB Date: 04/25/14 Aspen, Colorado I I I rofile - Centerline Qc: TLB I PE: I JH Of File: C45 -C46 -C47-1 01 -SAS-PP �o AT EX/STING RETAINING WALL; EX/STING CURB CUT: APPROXIMATELY 1.5' IN HEIGHT. 2": LIP AT CURB• SEE' DETAIi SHEET 011 GRAPHIC SCALE o 30 p 15 30 60 120 1. THIS SHEET IS SUBSTANTIALLY IDENTICAL TO THE PLAN AND PROFILE SHEET RECORDED IN CONJUNCTION WITH THE LIFT ONE LODGE SUBDIVISION/PUD FOR Q RECONSTRUCTION OF THE SOUTH ASPEN STREET CORRIDOR SOUTH OF DURANT AVENUE. ( IN FEET) IT IS SUBJECT TO THE RECORDED DEVELOPMENT AGREEMENT FOR LIFT ONE LODGE 1 inch = 30 ft. h SUBD/VISION/PUD, THE DEVELOPMENT AGREEMENT PREPARED, EXECUTED AND RECORDED Lis co FOR THE SOUTH ASPEN STREET TOWNHOMES; AND AN AGREEMENT BETWEEN THE PV/ STA.8+53.88 m APPLICANT FOR THE SOUTH ASPEN STREET TOWNHOMES AND THE LIFT ONE LODGE PV1 ELEV.8002.40 11 DEVELOPMENT, APPROVED BY THE CITY ATTORNEY, THAT OUTLINES WHO WILL BE K=1.57 Q RESPONSIBLE FOR IMPROVEMENTS TO SOUTH ASPEN STREET AND HOW COSTS SHALL BE 10.00' VC W SHARED OR REIMBURSED. REQUIREMENTS INCLUDED IN ANY OF THESE DOCUMENTS SHALL BE REMEDIED TO THE SATISFACTION OF THE RESPECTIVE CITY DEPARTMENT RESPONSIBLE FOR OVERSEEING THE REQUIREMENT PRIOR TO THE ISSUANCE OF A o h o 8010 . . . . . _ BUILDING PERMIT. �+ 2 SEE SHEET 44 FOR STREETS WEST SIDE DESIGN FROM THE TDP -BACK -OF -CURB TO .76 10 -+ 80 8005 THE WEST BOUNDARY OF THE PUBL/C-RIGHT-OF-WAY. PVl ELEV79.1 W w = 4 ... . . . ... . . . _ ... ... _ . . . ... . . . . _ 25 8005 3. SEE SHEET 45 FOR DETAILED DESIGN INFORMATION RELATED TO THE CENTER LINE Pvl STA.6+77.04 8000 . . . . . . OF SOUTH ASPEN STREET .. ... ... .. ... _ ... ... . . . . . . . . . ... . . . ... . - . . . .. . ... . . . . _ . . . . .. . . . . _ 000 O coo ON O� 10=12.50 �R '+� �� cO 4. SEE SHEET 47 FOR DETAILED DESIGN INFORMATION RELATED H EAST SIDE OF 25.00`. VC ^ 7995 . . . • • . SOUTH ASPEN STREET FROM THE EDGE -OF -PAVEMENT TO THE EAST BACK -OF -SIDEWALK. . . +o . ... . . . . . . . . . ... . . . ... 6g� hc�o h^ V 5. THIS DES/GN IS BASED ON THE BEST INFORMATION AVAI-.7995 LABLE AT THE TIME. ACTUAL . . :� ^ o; `u r� o 16 16 � v v 7990 . . . . . . FIELD CONDITIONS AND DESIGN REQUIREMENTS BY OTHERS MAY REQUIRE MODIFICAT/ONS . . . ao ^ �: m m C� leu . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . TO THIS DESIGN DURING THE PERMIT SUBMISSION PROCESS. . . . . . ... . . . . ��. ��.. 7990 6. CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE 7985 v v m PV/ STA.8+75 10 .......... . ' OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS - � - � -� - - - - - - - •. • ... - - .8 PVl ELEV 005 67 oo%.. K--2.46 7985 k• PV/ STA.8+23.09- 15.00' VC DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND � � � - � - - � . . 7980. APPROVALS. PV1 ELEV.7999.61 . . . . ... . . . ... . . . . : . . . . . . . . . . . _ . . . . . . . . . . . . EV 7987 . . . . . . . . . -=-J..78.0 . . . . . . . . . . .. 980 URB CUT -STA.7+49'30 •CURB 'CUT ... K 7 EL 74 STA.7*78.56 25. EL EV 7992.52 7975.. ... . . . . . . . . . . . . . ... . . . ...PVI• STA.4+38.86. ... . . . ... . . . . . . 7975PV/ ELEV-7949.42 K=25.00 7970 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . 50.00' VC :. . . ... . . . . . . . . . . . . .. 7970 7965 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . ."Oi cOo . _ . . . . ... . ao � h. . ... . . . . . . . . :. Qp%.. . . . . . . . . . . ._. . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . .. . 7965 7960 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... v� ' VCWi «o .:. .:. _ .:. .:. ... :. .. :7960 mm 7955 . ............... ... .................. ...... PC ON -FLOWLINE..._............. .. .._............. ...._... ... ... . . . . . . . srA.2*01: s2 Q 'CURB -CUT . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . 7955 ELEV 7925.32 cn STA. 5-1-17.75 .. h .. .. EL 58.487950. • . PROPOSED . ... . ... . . . ... . . . . . . . ANGLE POINT CENTERLINE - CURB .. ... _ .. 7950 ON FLOWLINE m °rte''PROFILE*CURB CUT 7945. O STA. 1 *95.81 W TA.4*88. 54 .. O 4 4! ELEV. 7954.98 PVl ... .... PV/ ELEV 7918.28. W . :. . . . ... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . 7945 o K=13.32 7940 . . . . . . . . . . ... Q . ... . . . . : . . . . . . 85.00' . VC . . . . . . . ... . . . ... . . . . . ... . . . ... . . . . . . . .CURB 'CUT. . . o as y, .. _ . . . . ... . . . ... . . . . . . . . . . ... . . . . . . . . 7940 STA.2*67.02' ,C ^OELEV 7931.83 7935. .. ... co . . MATCH.EXISTING G. DURANT . . h; N A.VE. SURFACE ELEVATION N CURB CUT AT SAWCUT . . . . . : . . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . . . :7935 o � rn . . . . . . • • STA.0*78.54 • ^ ELEV. 7,926.75 7930. W. ... ; . . ELEV7916.06 .. . . . . . .. . . . . ... . . . . . . . . . .. . . . . . . . . . . . .. . . . . ... . . . . . . . . . . ... . . . . . . . . . .. . . . . ... . . . _ .. ... _ .. ... _ .. ... .. . m m CURB CUT PROPOSED FLOWLINE . . . 7930 9.50% STA.2*43.64 ELEV 7929.52 PROFILE 7925. . . . . . . . ... . ... . . . . . . . . . ... . . . ... ' ' CURB 'CUT . . . . ... . . . ... _ ... _ ... .... STA.1-F 17.80 CURB CUT . . . . CURB CUT ELEv.7917.10 STA.2•*08.68 7925 STA. 1+ 12.81 ELEV.7926.24 7920. ELEV.7917.•l0 . . . . ... . . . . . . . PT .ON. AL FL 0WLINE HORZ.• 1 'r30' FLOWLINE ENDS AT INLET .. ... ... ... ... .. .7920 3. 129 STA. 1 *28.68 STA.2*05.57 VERT. 7 ' 10' ELEV. 7978.46 ELEV 7925.92 7915 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W N cn �qi o0 �O Noy LI) (z, ONO OW �a0 h� h") �') '�� �� '�� N") ��') cow cow co �h �h Oh rnh hh ^h coh ^h coh Nb coh h^ N cow cflh X00 O^ L6 h h cd "� O °0 ro O 0 N °j °� `� h h h h h h rn N o °� ^ qi o� O ^ �i cri r< � `� h h h h co O co ^^ ^� ^oo NO N N"� Nh N� a� N rr"� moi o^? phi Opo cfloo �"� �c[j mai co oo� �� 00oi rnN rnh �� N "� "� "� h "� '7 Oj rr hj er cCj ►� Qj h .� h N ^ "� co °o N h ^ N^ �� ���ocVi �oNi �� �� �� �o�i ►� ��<h <1 O rn V O h h h o� h O co o� co cp o� co rn rn O a0 00 a0 ap O� O O % O O O O O �� �� �� �Oj �Oj �Q, �o� moo, �O �O NO �o� �O No� r\o� �O �O �rn �o� �^ �� �� �^ X00 X00 00 N N n N 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 J+-2 0 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 6( 118 West Sixth Stre ('Ianwnnr] '�nrinnc 2 et Suite 200 CO 81601 WW.Sgm-inc.com South Aspen Street Townhomes Aspen, Colorado # Revision Date By South Aspen Street PI p Plan & Profile - West Flowl i ne Job No. 2005-522.003 Drawn by: TLB Date: 04/25/14 / 5/14 QC: TLB PE: JH File: 045.046-C47•LOL-SAS-PP Of 71)10 i t NOTES GRAPHIC SCALE I. THIS 0 HET IS SUBSTANTIALLY IDENTICAL TO THE PLAN AND PROFILE SHEET 30 0 15 30 60 120 RECORDED IN CONJUNCTION WITH THE LIFT ONE LODGE SUBDIVISION/PUD FOR RECONSTRUCTION OF THE SOUTH ASPEN STREET CORRIDOR SOUTH OF DURANT AVENUE Q IT IS SUBJECT TO THE RECORDED DEVELOPMENT AGREEMENT FOR LIFT ONE LODGE ( IN FEET) c� �h SUED/VISION/PUD; THE DEVELOPMENT AGREEMENT PREPARED, EXECUTED AND RECORDED 1 inch = 30 ft. � O FOR THE SOUTH ASPEN STREET TOWNHOMES; AND AN AGREEMENT BETWEEN THE APPLICANT FOR THE SOUTH ASPEN STREET TOWNHOMES AND THE LIFT ONE LODGE PV/ STA.8+53.88 DEVELOPMENT, APPROVED BY THE CITY ATTORNEY, THAT OUTLINES WHO WILL BE PV/ ELEV8002.40 IQ 11 0 RESPONSIBLE FOR IMPROVEMENTS TO SOUTH ASPEN STREET AND HOW COSTS SHALL BE K=1.5710.00' VC o W SHARED OR REIMBURSED. REQUIREMENTS INCLUDED IN ANY OF THESE DOCUMENTS SHALL BE REMEDIED TO THE SATISFACTION OF THE RESPECT/VE CITY DEPARTMENT oho ohi 0°00 -.40-00- RESPONSIBLE FOR OVERSEEING THE REQUIREMENT PR/OR TO THE ISSUANCE OFA o N BU/LD/NG PERMIT. 8010 . . . ... . . . . . . . . . ... . . . ... . . . . . 2 SEE SHEET 44 FOR STREETS WEST SIDE DESIGN FROM THE TOP -BACK -OF -CURB TO - . . . . . : • . . . . : . • . . ... . . . ' ' ' ' . ' . ' ' " ' ' ' ' "' ' ' ' ' . . . . . ... . . . . . • • .. • . . . - • .PYI.S.TA7.+5387. 00� °0�0• - - 8010 THE WEST BOUNDARY OF THE PUBLIC-R/GHT-OF-WAY. _ . 76 PV/ ELEV 7988 i4 h w 8005. 14. 91 ............ ..............._ ... . . . ... . . . . . . . . . ... . . . ... . . . . ... ... 25.00' VC _ ... ... m m � � g• 3 -% 3. SEE SHEET 45 FOR DETAILED DESIGN INFORMATION RELATED TO THE CENTER LINE � - - ^ ^ - - :' •� : q2%' •: -8005 8000 OF SOUTH ASPEN STREET -PVI STA.6+77.04 O N . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . g.07% _ . . . . ... . . . ... . . . . 05 4. SEE SHEET 46 FOR DETAILED DES/GN INFORMATION RELATED TO THE WEST SIDE OFIt PV/ ELEV 7978 00 �0 0 o N o K f2.50 `O �' �O "� M8000 SOUTH ASPEN STREET FROM THE EDGE -OF -PAVEMENT TO THE WEST 25.00`. VC : �` o o 7995 . . . . • . TOP -BACK -OF -CURB. ; , - ... . . . . . . . . . .. . . . . ... . . . . . . . . .. . . . . ... . . . . . . . . .. . . . . . .. . . . . ... . . 6g%. h o� �. R� 5. THIS DESIGN IS BASED ON THE BEST INF W ORMAT/ON AVAILABLE AT THE TIME. ACTUAL o o. v 7990 . . • • . FIELD CONDITIONS AND DESIGN REQUIREMENTS °j + o• , v hh h� mm ��. 15 000 tiff. ��7995 BY OTHERS MAY REQUIRE MODIFICATIONS ^ ^ 00 ^ m m TO THIS DES/GN DURING THE PERMIT SUBMISSION PROCESS. . ... . . . ... . . . . . . . . . �o . ti�. ... .�G .. . . . . _ . 7990 . . ... . . 7985 . . • • • . 6. CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE : PV/ �i W • ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . �� �v map ��. PVI STA8+75..10 Qi m m ELEV.8005.67 OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS " 14.00%.. CURB - CUT ' • • . • • . • . . K=2.46 - 7985 STA. 7992.49 90 PV1 STA.8+23.09' 15.00' VC - DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND � - � � - - � - -ELEV 7992.90 PVl ELEV. 7999.6 i 7980 . . . . . . APPROVALS. . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... ... ... _ ; . .:. : . . . . . . . . . . . . . . . . . . . _ . . . . . . . ... 25. 00J.?�C :. 980 7975 . . . . . . . . . . ... . . . ... . PV/. STA 4+38.86• ... . STA.7-J-88.49 PV/ ELEV 7949.42 CURB CUT ... . ELEV 79 • 7975 7970 . . . . . . . . . ... . . . ... . . . . . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . 5. K 2 00 ' �- - - ' " 50.00' VC ELEV.7977.01 ..._...:. ......... ... ......... :970 • CURB • •cur 7 7965. . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . _ . . . . .. . . . ... . . . . _ . . . . .. . . . . ... . . . . . . . . . .. . . . . ... _ .. ... � O ELEV 79'72.67 . . . . . . . . .. . !� ^ .. _ cp h . . ... . . . . . . . . . .. . . . . ... . . QO% .................... 965 7960 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . ... . . . . _ . . . . .. v CURB CUT O . . ... . . _ .. . ... . . . .. . . . .. . . .ELEV.796.5.93. . . mm. ........... . ...... O - � ... ... ... ... ... ... _ .. 7960 h CURB CUT' 7955 . S1A.5+44.69 . .. . . . . ... . . . . . N . .. . . . . ... . . . . _ . . . . .. . . . ELEV. 7961.71 CURB - CUT .. . .:. .:. .:. ... ... _ ... ... _ .. 7955 7950 . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . _ . . . . .. . . . . ... h _ ............. ELEV.7943.39 PROPOSED.:. . . . .. _ m rn CENTERLINE CURB CUT . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . :7950 7945 . . . . . . . . . . ... . ... . . . . . . . . . O _ .. ... ELE•V.7951.92 'PROFILE PVl STA:1 +21. b4 . Q . . ... . . . ... .PROP.OSED. PV1 ELEV7918.28. : : W : : : : : : CURB CUT FLOWLINE PROFILE ._ . ::. ... ... .. 7945 7940. O 5 3 _ .. . ... _ .. STA. 44-58.06 . . . . . . ... .. . ... . . . . . . Q QO% .. ELEV.7951.32 10'CURB-CUT . . O h ELEV.7942.89 .: :7940 7935 . . . . . . . . . . ... � ... . . . ai cd . . . . MATCH ,EVS .TIN. G DORAN.T . . ^ ^ ^ AVE. SURFACE ELEVATION N .:. _ .: CURB ' CUT . . . . . . . . ... . . ap o n AT SAWCUT STA.2+ 12:37 7935 SFA.0+78.54 ELEV.7926.53 7930 . . . . . _ . . . . .. . � J. ... . ; . . EL -EV. 7916.•96.. _ .. W C', m FLOWLINE ENDS AT' g 50% . . . . . . . . . . . . . . . . . . . . . . . : . . . . .. 7930 7925 . . . SOUTH EDGE OF INLET .. :. . ... . _ � STA. 1 +30.21 ELEV 7919.20 CURB CUT .:. 7925 7920. . . . . . . . . . . .. . . . . ... . PT ELEV. 7926.09 scALE'ANGLE . . . . . . . . . . . . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . HORZ. 7 'r30' 3.129 STA.2 i 00.82 .: .:. .: .. . ... . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . 7920 VERT- 7'=70' ELEV.7925. 19 7915 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W N h rn "6 O O r O C6 h ") h "� �� '� h �, "� ' � "� O el ►� co d h h �o h o, h h h h �o h h �o h N h "�cy d et L6 h �h �O �°� ao°0 ON c�°j d °0 cow ��O Q;h h rah �ih �h �h �h rah hh �h ��o cy°� rr"� co^ �•� Oh „�o� cph ►� N N� Nh NN NN_ '�� Ini "�h '7N hof d �^ h O el N �O X00 �� ON, hog �O r� 1 rn� �N �N �N �N rnN rnN rn� rn� �"� rn"� �"� rn� rn� rn� rn� rn� rnh rnh rnh rnh rn� �� �`o° `�°0i N� �"i �h �� o �� �� �� rn� rnrn rnrn 00 00 0 �� �^ �^ �� �^ �^ �� �� �� �� �� �� �� �^ �� �^ �^ �^ �^ Noy �°� �O N% �O O n� �� �� �� �^ O� �ohi °joopi 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 6( 118 West Sixth Stre X.P t ,�nwnne4 Cnr1nnc /zv South Aspen Street Town homeso et, Suite 200 CO 81601 Aspen, Colorado vw.sgm-inc.com # Revision Date By th A S u Aspen Street Plan & Profile -East Flowl i ne Job No. 2005-522.003 7� 10 of Drawn by: TLB Date: 04/25/14 QC: TLB PE: JH File: C45-C46-W-LOL-SAS-PP A NOTES' •----- r \: j t O �` € `•x I�,...... f - i t 1) CABLE TELEVISION AND TELEPHONE SERVICES ✓j Z __ 2 t '..•. ... SHALL BE INSTALLED IN PVC SLEEVES; PLACE PVC /� '����� � - .; SLEEVES IN SAME TRENCH EXCA VA TED FOR ELECTRICAL v ""—__.-._.. ........................ UPGRADES. — — ;.......................�. __ -- r 2) THE WHEEL TRACKS DIAGRAM FOUND IN THE CITY'S � "'-.:... CONSTRUCTION AND EXCAVATION STANDARDS FOR4 C' WORK IN THE PUBLIC -RIGHTS-OF-WAY" IS OVERLAIN Yom'` 's ON SOUTH ASPEN STREET WITH THE EXCEPTION OF } .. - F 5 I.' VVO., 5 l to^t t : , F* • ;r?^ n y t =zr . PA. _._...__ ._. w3! ... _. s TWO 1210 WATER VALVES LOCATED ON THE WEST SIDE "` - OF SOUTH ASPEN STREET AT THE SOUTH END OF THE STREET, ALL APPURTENANCES OF UNDERGROUND UTILITIES THAT EXTEND TO THE SURFACE HAVE BEEN I f LOCATED OUTSIDE OF THE WHEEL TRACKS DIAGRAM. ` II I '" THE TWO VALVES THAT REMAIN CANT BE RELOCATED DUE TO THE LIMITED AREA AVAILABLE IN THE SOUTH 13 _ END ELECTRICAL UPGRADE TO ASPEN STREET RIGHT-OF-WAY IN ORDER TO MEET1 t ACCOMODATE RECONSTRUCTION ACCEPTABLE PLACEMENT STANDARDS FOR UTILITIES ` !r OF DEANE. ST. MANHOLE CONES SHALL BE ROTATED IN A MANNER Il € DEANS sr AL/cNMENr3f48.55 o/s 2.62R 1` THAT WILL ALLOW THE MANHOLE ACCESS LID TO BE OUTSIDE OF THE WHEEL TRACKS DIAGRAM AS SHOWN BY THE SMALLER DARKENED CIRCLE IN THE PLAN VIEW. I 3) DUE TO THE STEEPNESS OF SOUTH ASPEN STREET, LOWER ELECTRICAL SLEEVES -7W ........ (% SUB -SURFACE MANHOLES WILL REQUIRE SPECIAL AS NECESSARY TO ADJUSTMENTS AT THE MANHOLE LID IN ORDER FOR THE ACCOMODATE RECONSTRUCTION LID TO BE INSTALLED FLUSH WITH THE FINISHED J ROADWAY SURFACE. OF DEANE ST. 4) SEE SHEET C1 FOR LAYOUT CONTROL INFORMATION. 5) CHANGES MAY RESC/L T AS PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFF/CE OF THE FIRE I ; MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS DEPARTMENT AND CITY OF ASPEN ENGINEER/NG DEPARTMENT REQUIREMENTS AND APPROVALS. }-- i j3 i (3 ? I BEGIN SANITARY SEWER ; IMPROVEMENTS I cv ? ACSD INSTALLED A NEW 1210 SANITARY SEWER MA/N n I FROM DURANT TO THE INTERSECT/ON BETWEEN ,I j DEANE ST. AND S. ASPEN ST. /T /S NOT CLEAR I FROM THE EXISTING CONDITIONS SURVEY /F THE MANHOLE SHOWN AS THE BEGINNING POINT FOR I ( THE PROJECT SANITARY SEWER IMPROVEMENTS IS EXISTING 2010 D.1. P. THE ONE INSTALLED DURING ACSD's IMPROVEMENTS. --- 3 TRANSMISSION LINE c /F NOT, F/ELD LOCATE ACSO's MANHOLE, ADJUST BEG/NN/NG ALIGNMENT AND INSTALL SANITARY SEWER IMPROVEMENTS FOR THE PROJECT AS SHOWN. STA . [( i SHOWN 2f37.19; 0�S 23. 18 L , I' SET EXISTING RIM TO ELEV. 7929.351. ' % - I,. CES 1 [ I �n CONNECT PROPOSED TRANSMISSION LINE TO EXISTING ! I # 12'0 D.I.P. TRANSMISSION LINE, STA. 1134.24; O/S E PROPOSED 610 GAS b {` 5.35L; USE 1211 45' D.I.P. FITTING. ABANDON MAIN F EXIST/NG 1210 D.I.P. TRANSMISSION LINE BETWEEN FIELD LOCATE EXIST/NG 610 GAS € j CES 1 AND CES 2 PER CURRENT CITY WATER I ' l DEPARTMENT STANDARDS. MAIN BETWEEN COOPER AND DURANT AVENUES BEGIN ;( i SNOWMEL T STUB AND -\ INSTALLATION OF PROPOSED 6' If (? MANIFOLD GAS LINE AT FIELD LOCATE AND j I PER SECT/ON 3. 1 OF ORDINANCE -� INSTALL NEW 6'0 GAS MAIN TO No. 28, SERIES 2011. STA. \ SOUTH END OF SOUTH ASPEN ST. 2+1J.54; O/S 31. 18'L. nwavAmmummm am i9 , t .....___-.. __. ......_______ -' .. 6 G 6* -Y 1 EXISTING. 20 "x20 "x 12'V D.I. P N N30" N3o" TRANSMISSION LINE TEE --—30»OM. 4. w . a A ON P _ .... / char aeric - - r r.✓ ER ` CSD SPEC/k'/C�4 TIO/4S — 0.81 `L ' REPLA S. ASP j� CE : ,TARP. WER MA,1I FR `' ENWEST SIDE S. ASPEN /SCONNECT E�YNG SA/)l1TA!?Y SEE M�IiNS-....__ T P2.5' 12 EOA 12' EOA 2.5' OSED MAN E TO Ttf hXOST SOUGH AND ABANDO/)>. A/ s. I Fi f LO A CAT OC E h08.24; O/S T. 5 BU .. D PHONE � } 5' FFER 5" PROPOSED CABLE T V AN SIDEWALK (2) 4'0 PVC CONDUITS. NOTES.' 6" CLASSA6 ABCSPHAIL T PROPOSED ELECTRICAL CIRCUIT CONDO/T 2% 2X (2) 610 AND (2) 4'0 TO BE USED,• 1. THIS OPTION MEETS THE REQUIREMENTS PRESENTED IN EXHIBIT A OF THE CITY (1) 61� AND (1) 410 FOR FUTURE 15" LATERAL LINE ® EXPANSION. LEGEND ENGINEERING DEPARTMENT'S "CONSTRUCTION AND EXCAVATION VA T/ON STANDARDS FOR WORK IN THE fx MIN. GRADE I 4.1s' PUBLIC -RIGHTS-OF-WAY" PROPOSED PROPOSED 30 I STORM 6 ID GAS LINE. icv DRAINAGE MA r ,5.1' 7.5' 7.3' Spigot spigot Z HORIZONTAL SEPARATION SHOWN IS FROM OUTSIDE TO OUTS/DE OF UTILITIES. Irrigation Control Valve —N8*W NEW 8"� WATER MA/N &SERV/CE WVDa —N12'W NEW 12 "0 WATER TRANSMISSION LINE Water ValveWATER� Y Q ET Electric e c t r i c N E N E NEW ELECTRIC, PHONE AND CABLE TV J. SERV/CE TAPS WILL BE CONNECTED TO THE 8 -INCH DISTRIBUTION LINE.o - o ALIGNMENT FOR THE WATER TRANSMISSION/DISTRIBUTION LINES ARE SUCH THAT EXCAVATION O Sewer Manhole Telephone Pedestal NG NEW GAS FOR SERVICE CONNECTION OR MAINTENANCE OF SERVICE TAPS ON THE DISTRIBUTION LINE WILL 11 � s.68' --I LL PROPOSED ROPOSED 8 0 N15b N15b PROPOSED 1510 STORM GRAIN LINE NOT DISTURB THE 12 -INCH TRANSMISSION .LINE. 12 � SEWER WA TER PROPOSED 12iit E Electric Manhole EM Electric Meter -N30 v PROPOSED 3010 STORM DRAIN LINE ,AIN D/STR/BUT/ON WATER _ _ LINE. 7R4NSM/SS/ON Light � PROPOSED PROJECT/PROPERTY BOUNDARY 4. THE STORM DRAIN LATERAL IS SHOWN 18 -INCHES ABOVE THE CLOSEST POTABLE WATER L/NE. g GM Gas Meter LINE AND WILL BE CONSTRUCTED OF CLASS 180 SDR -26 PVC PER SECTION 10. 1.2 OF THE Sign �E Electric Outlet O PROPOSED MANHOLE; SIZE AND UTILITY PER PLAN ASPEN CONSOLIDATED SANITATION DISTRICT'S 'PIPELINE AND MANHOLE DESIGN AND TYPICAL SOUTH ASPEN STREETS CONSTRUCTION SPECIE/CATIONS , DATED APRIL 7, 1991, LAST REVISED MARCH 22, 2002. ECTION AND UTILITY ALIGNMENT SCALE.' 1 " = 10' # Revision Date By Job No. 2000-236.007 South Aspen Street Townhomes 1 Drawn by: TLB 73 P.O. Box 2155 G M Aspen, CO 81612 Aspen, Colorado South Aspen Street Utilities Date: 04/25/14 970.925.6727 www.sgm-inc.com QC: TLB PE: 9 � JH File: C48 -SAS -Utilities ...graphic S'c*ale ............. 10...• 20 40 =•20 ........... ........ M M SPEED L RMI s GIt� GP f3'00 a .. a I . •........ c 0 N _ SIGNAGE AND STRIP/NG PLAN NOTES• 1) APPROVAL OF A REGULATORY, WARNING AND GUIDANCE SIGNAGE AND STRIPING PLAN BY THE COMMUNITY DEVELOPMENT, PARKING, AND ENGINEERING DEPARTMENTS WILL BE REQUIRED AS A CONDITION TO THE ISSUANCE OF A BUILDING PERMIT IN THE SAME MANNER AS PRESCRIBED IN SUB—SECTION 5g OF ORDINANCE No. 23 (SERIES OF 2013) FOR THE SOUTH ASPEN STREET CORRIDOR. THE PLAN SHALL COMPLY WITH SUB—SECTIONS 1.2. 10 OF THE CITY OF ASPEN'S "ENGINEERING DESIGN STANDARDS". THE PLAN SHALL BE PREPARED IN COMPLIANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SECTION 4.8 OF THE CITY'S "ENGINEERING DESIGN STANDARDS'. 2) PROPOSED SIGNAGE SHALL INCLUDE AT A MINIMUM.• • A ONE—WAY SIGN AT THE INTERSECTION OF GARMISCH/DEANS STREETS AND AT EACH DRIVEWAY ACCESSING THE ONE—WAY PORTION OF GARMISCH/JUAN STREETS. • A WARNING SIGN CAUTIONING MOTORISTS OF THE CONTRA—FLOW BIKE PATH. • A SPEED LIMIT SIGN. • TWO WO PARK/NG BETWEEN SIGNS" ON THE NORTH SIDE OF JUAN; 2 ON THE EAST SIDE OF GARMISCH. • A STOP SIGN AT THE INTERSECTION OF JUAN/SOUTH ASPEN STREET. LOCATION AND FINAL VERBIAGE WILL BE DETERMINED DURING THE PERMIT SUBMISSION PROCESS BASED ON DISCUSSIONS AND INPUT FROM THE COMMUNITY DEVELOPMENT, PARKING, AND ENGINEERING DEPARTMENTS SIGNAGE FOR REGULATORY, WARNING AND GUIDANCE MAY CHANGE FROM THOSE STATED ABOVE DURING THE PERMITTING PROCESS, AGAIN DEPENDENT ON DISCUSSIONS AND INPUT FROM THE COMMUNITY DEVELOPMENT, PARKING, AND ENGINEERING DEPARTMENTS 3) PROPOSED STRIPING SHALL INCLUDE AT A MINIMUM.• • LANE REDUCTION MARKINGS • PREFERENTIAL LANE LONGITUDINAL MARKINGS • PREFERENTIAL LANE WORK AND SYMBOL MARKINGS • CROSS—WALK MARKINGS • PARKING MARKINGS OTHER STRIPING MA Y BE REQUIRED, OR THE ABOVE MODIFIED/CHANGED, BASED ON DISCUSSIONS WITH THE COMMUNITY DEVELOPMENT, PARKING AND ENGINEERING DEPARTMENTS DURING THE PERMIT SUBMISSION PROCESS. LEGEND PROPOSED PARKING et, Suite 200 CO 81601 vw.sq m -i nc.com South Aspen Street Town homes Aspen, Colorado # Revision Date By Juan/Garmisch Street Dimension/Striping/ Signage Plan - 2 -Way Job No. 2000-236.007 2 Responses to COA Engineering Comments dtd 6/6/1 4 7/18/14 LB/D Drawn by: TLB Date: 04/25/14 QC: TLB PE: JHFIIe: OS -Juan Garmish DeaneP&P m 0 N 1-1 00 N r 5:, m 0 N 00 N r N 4) M a M a 0 N of 0 0 04 N -o 0 IL •;i ... ................ ' I ..... ....... .... ............ I W Z A ... Z _ mW (10 26.01FG ... CLO* O t� 00 1 .... I 1 .............. Grphic S' ale .P I • I.. I R 1 I • ... '.................... y fit, �. -'•�Q � ... .... .... .. ,.. .. .................... \ \. ... ....... ..... .... \ ... ....................................... ... . \ 0 O G M 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com 7940 c c c c 7934 Q 7930 L 7925 7920 W N 0+00 vrry UtOU 7*ZU 1+60 DEANE STREET/GARAGE BENEATH FIVE -FLEX CENTERLINE PROFILE South Aspen Street Townhomes 2 Aspen, Colorado 7940 7935 7930 7925 7920 7,915 Revision Responses to COA Engineering Comments dtd 6/6/14 •�� ; �< ;lam \y\' • T� �•�y �,, Date By 7/18/14 LB/D Deane Street P&P 2 -Way Job No. Drawn by: Date: Qc: File: 9A 2000-236.007 TLB 04/25/14 TLB PE: JH 05 -Juan -Go r m i s h -Deane -P & P Rim i! O N N �1 co h h N �6 (o Lf)"n d' c6 �o cd Nr\ N N N)�\ ^ N ^ M- �� N rn N O 0+00 vrry UtOU 7*ZU 1+60 DEANE STREET/GARAGE BENEATH FIVE -FLEX CENTERLINE PROFILE South Aspen Street Townhomes 2 Aspen, Colorado 7940 7935 7930 7925 7920 7,915 Revision Responses to COA Engineering Comments dtd 6/6/14 •�� ; �< ;lam \y\' • T� �•�y �,, Date By 7/18/14 LB/D Deane Street P&P 2 -Way Job No. Drawn by: Date: Qc: File: 9A 2000-236.007 TLB 04/25/14 TLB PE: JH 05 -Juan -Go r m i s h -Deane -P & P Rim i! 3.50 7950 . . . . . . . . . . . . . . . . . . . . . 7950 3.50 7950 . . . . . . . . . . . . . . . . . . . . . . 7950 BUFFER BUFFER BETWEEN 5.00 5.00 BETWEEN 5.00 5.00 CONTRA- SWALE WALK CONTRA- SWALE W�LK FL OW BIKE FL OW BIKE LANE7945. . . . . . .7945 LANE 7945 7945 N � Q O ROADSIDE SWALE-HIGH POINT ROADSIDE SWALE-LOW POINT SCALE.- 1 " = 5' SCALE.- I" = 5' 7950 7940 7930 7920 7915W d Roadside Swale Capacity at High Point GRADE BREAK STA. 0+ 10.85 Roadside Swale Capacity at Low Point N Depth Q Area Veloc Wp Yc Topfdth Grade Depth Q Area Veioc Hp Yc TopWidth Grode (ft) (cfs) (S9ft) MIS) (ft) (ft) (ft) (x) (ft) (of$) (soft) MIS) (n) (ft) M) x a21 am a53 a66 5.02 a u 5.00 a75 a51 1.51 1.27 1.19 5.10 0.33 5.00 a75 a21 a57 a53 1.08 5.02 a01 5.00 1.00 a51 1.75 1.27 1.37 510 O.Of 5.00 1.00 a21 a57 a53 1.06 5.02 a01 5.00 2.00 a51 2.47 1.27 1.94 5.10 a01 5.00 2.00 a21 0.93 a53 1.77 5.02 a0i 5.00 5.30 a51 4.02 1.27 3.15 5.10 a01 5.00 5.30 a21 1.10 a53 2.10 5.02 0.01 5.00 7.50 a51 4.78 1.27 3.75 5.10 a01 5.00 7.50 a21 1.23 a53 2.35 5.02 a01 5.00 9.40 a51 5.35 1.27 4.20 5.10 a0f 5.00 9.40 a21 1.39 a53 2.55 5.02 a01 5.00 11.90 a51 6.02 1.27 4.73 5.10 O.0f 5.00 11.90 a21 1.47 a53 2.81 5.02 a01 5.00 13.40 a5f 6.39 1.27 5.02 5.10 a01 5.00 13.40 a2f 1.53 a53 2.92 5.02 a01 5.00 14.50 I a51 6.65 1.27 5.22 5.10 a01 5.00 14.50 3.50 7950 . . . . . . . . . . . . . . . . . . . . . 7950 3.50 7950 . . . . . . . . . . . . . . . . . . . . . . 7950 BUFFER BUFFER BETWEEN 5.00 5.00 BETWEEN 5.00 5.00 CONTRA- SWALE WALK CONTRA- SWALE W�LK FL OW BIKE FL OW BIKE LANE7945. . . . . . .7945 LANE 7945 7945 N � Q O ROADSIDE SWALE-HIGH POINT ROADSIDE SWALE-LOW POINT SCALE.- 1 " = 5' SCALE.- I" = 5' 7950 7940 7930 7920 7915W d N .. . . .p. GRADE BREAK STA. 0+ 10.85 ^ � "� N � ELEV=7928.55 + 1")O CID N (o^ N .� O h �^ �N m� m �W p O O ^ ^ h O) O ^- ^ Q W II 0.75% m ^ori =r\ mQO N .. . . .p. . ... . OOX + 1")O CID N (o^ N .� �O h �^ °p �W) O J � W �W p O O ^ ^ h O) O ^- ^ Q c j 0.75% m ^ori =r\ m II ori m ori Z� m ZN ZNU) m _� o mQO N .. . . .p. . ... . OOX + 1")O Q) ")O O N (o^ N .� �O h �^ °p �W) O J � W �W p O O ^ ^ h O) O ^- ^ Q c j 0.75% m ^ori =r\ m II ori m ori Z� m ZN ZNU) m _� m Z O O Qh PIS N of �� �� WQ 'K 4 II W II WQ II X� WQ II 4 WQ II 4 L, II WQ kj d �O rh tcj d rn<r �O rl 47 Oj � of �F Oi rt Oi Di no, Nrn � Noy r\a� �o Nrn�o' �rn�o� � N 0+00 0+50 1+00 1+50 2+00 ROADSIDE SWALE PROFILE SCALE- I" = 20' 2+50 3+UU 3+OU + 1")O N r")O Q) ")O O N (o^ N .� �O h �^ °p �W) O 3+UU 3+OU �c O N (o^ N .� �O h �^ °p �W) O J � W �W p O O ^ ^ h O) O ^- ^ Q c j N d O m ^ori =r\ m II ori m ori Z� m ZN ZNU) m _� m Z O O Qh PIS N of �� �� WQ 'K 4 II W II WQ II X� WQ II 4 WQ II 4 L, II WQ 3+UU 3+OU O+ "i . Qi rn. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W . c5 . W. .1? . W. . C9 . . W . (3 . . W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s,� . . W . . . . . . o f. .o. w . 7955 GRADE BREAK STA.0+00.00 of `� 4l o W II 7950 =GARMISCH• 1-+69.61 . . . . . . . . . . . . . ... K . . . r N . . . . . . m . Z ^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . cV ap o� V ') . W .II Q 7..03% ELEV=7923.26 ' 7.23% . m j L44O . . O W. 2.87.X 1.77X -0.91.E -1.08% 0.00% 1.14X . 207% J. 4.14.' 0 73% . .4.24% 17950 7945 k II � W 6.61X &25X 7940. GRADE BREAK STA..0+69.39 , W . o.� . . . ELEV=7927.43 o W II W GRADE BREAK STA.5+ 10.41 7940 10.31% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 t.84% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . =JUAN. 3+-18.8%S• 14'R 377X :7935 8.11% 8.77 10• ELEV=7947.18 GRADE BREAK SM.5+47.11 7930 ........................... .............. ..................................................................................................................... ' 6.02X ' STA. 1 +42.52 =JUAN 3+54.37/`OS :10.88'R 7930 . . . . . . . . .GRADE BREAK STA. 1. ..25 . GAPM%SCH D+28.�2/OS 14'L STA.1 +5..78 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEV=7948.62 . 7925 7920 . . . . . . . . . . . . . . . . . . . . . . . . =GARMISCH 0+66.35 OS -14'L . . . . . . . . . . . . .79 . . . . . . . . . . =GARM/SCH O+ 17 49/OS 14.E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7920 ELEV 7935,85 • ELEV=7930 21 � - � • 7915 W O N �c N m � I O Q� �W o J � W �W p QO N co rj O+ "i . Qi rn. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W . c5 . W. .1? . W. . C9 . . W . (3 . . W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s,� . . W . . . . . . o f. .o. w . 7955 GRADE BREAK STA.0+00.00 of `� 4l o W II 7950 =GARMISCH• 1-+69.61 . . . . . . . . . . . . . ... K . . . r N . . . . . . m . Z ^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . cV ap o� V ') . W .II Q 7..03% ELEV=7923.26 ' 7.23% . m j L44O . . O W. 2.87.X 1.77X -0.91.E -1.08% 0.00% 1.14X . 207% J. 4.14.' 0 73% . .4.24% 17950 7945 k II � W 6.61X &25X 7940. GRADE BREAK STA..0+69.39 , W . o.� . . . ELEV=7927.43 o W II W GRADE BREAK STA.5+ 10.41 7940 10.31% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 t.84% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . =JUAN. 3+-18.8%S• 14'R 377X :7935 8.11% 8.77 10• ELEV=7947.18 GRADE BREAK SM.5+47.11 7930 ........................... .............. ..................................................................................................................... ' 6.02X ' STA. 1 +42.52 =JUAN 3+54.37/`OS :10.88'R 7930 . . . . . . . . .GRADE BREAK STA. 1. ..25 . GAPM%SCH D+28.�2/OS 14'L STA.1 +5..78 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEV=7948.62 . 7925 7920 . . . . . . . . . . . . . . . . . . . . . . . . =GARMISCH 0+66.35 OS -14'L . . . . . . . . . . . . .79 . . . . . . . . . . =GARM/SCH O+ 17 49/OS 14.E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7920 ELEV 7935,85 • ELEV=7930 21 � - � • 7915 W O N 0+00 0+50 1+00 7+5U Y+UU J*UU JUAN STREET SOUTH FLOW LINE GARMISH STREET WEST FLOW LINE SCALE.- I" = 30' 4+UU ✓TVV ✓ -v 7915 CHANNEL EROSION PROTECTION NOTES: 1. THE MAXIMUM FLOW RATE ASSOCIATED WI7H THE 100-YE4R DESIGN STORM AND CONVEYED IN THE ROADSIDE SWALE IS 0.61 CFS. SWALE HIGH POINTS ARE AT THE BEGINNING OF THE CHANNEL AND WILL NOT SEE THIS VOLUME. SWALE LOW POINTS ARE CAPABLE OF CONVEYING THIS FLOW RATE. EROSION PR07EC7701V WILL NOT BE REQUIRED FOR THE ROADSIDE SWALE. 2. 7HE MAXIMUM FLOW RA7F ASSOCIATED WITH THE 100 -YEAR DESIGN STORM AND CONVEYED IN THE OFF-SITE CHANNEL IS 3.1 CF5. 7HE CHANNEL HAS 7HE NECESSARY CAPACITY FOR THE FLOW RATE, IN ADDITION TO THE NECESSARY REQUIREMENTS OUTLINED IN THE 2002 GEOLOGICAL EVALUA77ON PERFORMED BY CTL THOMPSON. THE VELOCITY FOR THIS FLOW RATE IS LESS THAN 5 FEET PER SECOND AND EROSION PROTECTION WILL NOT BE REQUIRED IN GRADES LESS THAN 10 PERCENT. J. THE MAXIMUM FLOW RATE ASSOC14TED WITH THE 100 -YEAR DESIGN STORM AND CONVEYED IN THE OVER -FLOW CHANNEL FOR DETENTION POND 2 IS 1 CFS AT A VELOCITY OF 3.9 FEET PER SECOND. THE CHANNEL HAS THE NECESSARY CAPACITY FOR THE FLOW RATE AND EROSION PROTECTION WILL NOT BE REQUIRED ON SLOPES LESS THAN 10 PERCENT. . kj cfl �} cNp op p QO N co rj O ^ ^ h O) O �O cp O N cV N O N d O O co O O co N N o� co N h �o co h h N N O of of O °� N of 00 O ) ' 1 ' h ) ^ d O <r N kj d �O rh tcj d rn<r �O rl 47 Oj � of �F Oi rt Oi Di no, Nrn � Noy r\a� �o Nrn�o' �rn�o� � N 0+00 0+50 1+00 7+5U Y+UU J*UU JUAN STREET SOUTH FLOW LINE GARMISH STREET WEST FLOW LINE SCALE.- I" = 30' 4+UU ✓TVV ✓ -v 7915 CHANNEL EROSION PROTECTION NOTES: 1. THE MAXIMUM FLOW RATE ASSOCIATED WI7H THE 100-YE4R DESIGN STORM AND CONVEYED IN THE ROADSIDE SWALE IS 0.61 CFS. SWALE HIGH POINTS ARE AT THE BEGINNING OF THE CHANNEL AND WILL NOT SEE THIS VOLUME. SWALE LOW POINTS ARE CAPABLE OF CONVEYING THIS FLOW RATE. EROSION PR07EC7701V WILL NOT BE REQUIRED FOR THE ROADSIDE SWALE. 2. 7HE MAXIMUM FLOW RA7F ASSOCIATED WITH THE 100 -YEAR DESIGN STORM AND CONVEYED IN THE OFF-SITE CHANNEL IS 3.1 CF5. 7HE CHANNEL HAS 7HE NECESSARY CAPACITY FOR THE FLOW RATE, IN ADDITION TO THE NECESSARY REQUIREMENTS OUTLINED IN THE 2002 GEOLOGICAL EVALUA77ON PERFORMED BY CTL THOMPSON. THE VELOCITY FOR THIS FLOW RATE IS LESS THAN 5 FEET PER SECOND AND EROSION PROTECTION WILL NOT BE REQUIRED IN GRADES LESS THAN 10 PERCENT. J. THE MAXIMUM FLOW RATE ASSOC14TED WITH THE 100 -YEAR DESIGN STORM AND CONVEYED IN THE OVER -FLOW CHANNEL FOR DETENTION POND 2 IS 1 CFS AT A VELOCITY OF 3.9 FEET PER SECOND. THE CHANNEL HAS THE NECESSARY CAPACITY FOR THE FLOW RATE AND EROSION PROTECTION WILL NOT BE REQUIRED ON SLOPES LESS THAN 10 PERCENT. 0 0 I., 04 South Aspen Street Townhomes GM N 1-1 0 118 West Sixth Street, Suite 200 Aspen, Colorado 0 0 Glenwood Springs, CO 81601 970.945.1004 www.sqm-inc.com # Revision Date v =-V- 2 Responses to COA Engineering Comments dtd 6/6/14 7/18/14 LB/D REL OCA TE OIS TING f -IRE H YDRA N T Of F: OF SIDEWA L K; MEW 6 "0 SEWER �,ZRV ICEi TO UPPER TRIPLEX. NEW WA MR SERVICE TO INS 1 �® imM - mm - e i ; ' vs'Ll A 6 1 __ M ���® Fm �®� 51.1 AM M � .� I i �'i►�®1, �� d���® 7ME! Wi ®®®®®�� i ���! ��' 01101!01111111 �JMIIM1111111�''illlllllllllllllllv�'�e�' Im 11 � M-11 mom im 'a Kim kal Kim 1, IIIIIIIIIVIII!V� 111111111IM111 3L 2111111-0 WHITE 7, 7 111 "Mm"Jil rim. I. falff I 1\, r! 1 � 14INK 1 vp L Man wcm/ NO' M 11 s 0 0 I., 04 South Aspen Street Townhomes GM N 1-1 0 118 West Sixth Street, Suite 200 Aspen, Colorado 0 0 Glenwood Springs, CO 81601 970.945.1004 www.sqm-inc.com # Revision Date By 2 Responses to COA Engineering Comments dtd 6/6/14 7/18/14 LB/D mm 0 0 I., 04 South Aspen Street Townhomes GM N 1-1 0 118 West Sixth Street, Suite 200 Aspen, Colorado 0 0 Glenwood Springs, CO 81601 970.945.1004 www.sqm-inc.com # Revision Date By 2 Responses to COA Engineering Comments dtd 6/6/14 7/18/14 LB/D Job No. 2000-236.007 Juan/Ga rm i sc h Street Drawn by: TLB Date: 04/25/14 4O Utilities - 2 -Way Qc: XX I PE: JH File: 06-Juan-Garm iscWtilifies 1 N 'O C N m T L d h m Q 00 41 O N co N n O O z 0 O a h k < 1* \ ,,QL 41 F1 I "�� M \ � W~.. �n 1' 'F . + U X 2± + N 'O C N m T L d h m Q 00 41 O N co N n O O z 0 O a INSTALL HANDRAIL PER OSHA REQUIREMENTS THROUGHOUT THE MUD FLOW WALL _ 929 HIGHER WALL'S ENTIRE LENGTH. SEE MUD FLOW MITIGATION SEE MUD FLOW MITIGATION NOTES THIS SHEET. NOTES THIS SHEET. MUD FLOW DEPTH = 1.0'. 37 MUD FLOW DEPTH = 2.0' FOR THE ENTIRE X FFE ENTRY FFE ENTRY FFE ENTRY SOUTH WALL. FFE ENTRY 7-940 0 42 42 42 42 FFE ENTRY 9 42 41.07FG/BLDG 43.34FG/BLDG TW 37 930 0 N1485360.69 N 1485313 99 .�., E2624829.9,9 £2625006.16 FFE LEVEL 3 46.17 TW 42.5 4'9 DRAIN LINE X FG 41.5 41.9 41.9 41.9 41.9 41.84Bow 41.9 N1485311.60 £2624976.26 DISCHARGES TO 41.64BOW 41.8280W 41.84BOW 41.84BOW 41.848 W 41.84BOW TW 44.0 N1485350.79 N1485344.95 N1485335.41 N148532586 N1485321.14 RETAINING WALL !; N1485310.45 FG 39.0 SURFACE E2624828.40 £2624850.41 £2624886.42 £2624922.42 £2624940.27 E2624980.61 41.64FOW 41: 65FOW 41.76FOW 41.76FOW 41.76FOW 41.76FOW 43.70FOW 41.84BOW 41:84 O 41.8480W 41.84BOW SEE FOUNDATION DRAIN FOR MUD/DEBROS 148530p:75 N1485346.93 N1485345.78 N1485334.96 N1485333.83 B W N14B532544 N1485324.29 I ^ N1485343:80 N1485319.99 £2624827.38 N14B5334:25 N1485324.71 FLOW RETAINING WALL £2625001:61 £2624831.73 £2624872.52 £2624876.80 £2624908.45' £2624912.80 J� £2624854.76 E2624890.77' E2624926.7T £2624944.62 41.76FOW O \ 46 47.3497W 1 E2624952.18 V 6 N1485313.85 £2624792.44 4 5 43 31 FOW 47.358(�' (� N1485301.90 � I `, TW V 41.76FOW N1485J12.69 E2624997.23 N14853 5.83 £2624956.54 E262 96.31 �r r: 4 _ 7. 108TW ' - 47.223TW 45.36BOW ' 4 , 4 . 109TW 4 .961 TW 8 47.9. 5TW � 47.333TW 45.36BOW 47.4 47.342TW - : 47 .297W 6 , ., 3 ,1 TW. .. _ 47.111 TW 3 N14 8 338: 19 . 5 1 � N14 85343.00 N 485304:06 N14 N148529 16 _. 85326.25 N14 5305.12 iV14 5292.16 N1485348,50 N1485344.28 N1485337 13 1V1485325.18 N148531 9 NI485315.64 8 26 6 5 £2624805.95 E Z482S.36 £2624953 89 £2624870.43 £262499 24' £2624 7 '£2624950.12 E26 4999.0 £2624786.22: £2624802.12 £2624829.13 8 4.20 : £2624906.27 £2624910:21 ., � � _ j is # Revision Date By Job No. 2000-236.007GM South Aspen Street Townhomes 2 Responses to COA Engineering Comments dtd 6/6/14 7/18/14 TLB/DW Drawn by: TLB 118 West Sixth Street, Suite 200 Aspen, Colorado Lot 1 Grading - Two Way Date: 04/25/14 �O s Glenwood Springs, CO 81601 p Qc: TLB PE: 1H 970.945.1004 www.sgm-inc.com File: 07-Site-Grading-Plan-Index-Lotl-Lot2 Zi -------- -------- ------------------- -------- --------� ----------------1-1Lt1- 11 -LI DR 30.92 0.75 0.75 28 TW 34.5 ...:. 0.75% HP 31.0 0.757 DR 30.75 0.757 HP 31.0 DR 30.75 HP 31.0 28 \ �- X Al - 31.65FG/BLDG 31.65FG/BLDG 31.65FG BLDG 31.65FG/BLDG N1485429:31 £2624856.70 N1485420.*0 £2624889.42 N1485410:92 £2624925.42 N1485395.35 £2624984.14 - 3200FG/BLDG 32:00FG/6LD6 32. bOFG/BLDG N1485415.96 N1485406.42 N1485396.85 £2624881.02 E2624917.03 E2624953.12 MUD FLOW WALL O c„ SEE MUD FLOW MITIGATION NOTES THIS SHEET MUD FLOW DEPTH = 2.0' FOR THE ENTIRE SOUTH WALL. RETAINING WALL Rl PROVIDE RAILING MEETING UBC: REQUIREMENTS FOR HEIGHT, SIZE AND MATERIAL. 32.5 X " X X 33 28 28 X Cn � y 7935 , X 27.5 `r FF 2 37 E LEVEL MUD FLOW WALL , . �9� --- SEE MUD FLOW MITIGATION NOTES T j < h SH EET M UD 2.0' FLOW DEPTH MUD FLOW WALL X - SEE MUD FLOW MITIGATION NOTES THIS SHEET. MUD FLOW WALL 19 MUD WALL AGATION MUD FLOW DEPTH 2.0' NOTES THIS SHEET uFLOW SEE NOTES THIS SHEET. MUD FLOW DEPTHITIG �1pN 6, MUD FLOW DEPTH = 2.0' 42.20FG/BLDG 42.20FG/8LDG 42.20FG/8LDG 42.20FG/8LDG OSED RETAIN/NG WALL N1485364.22 E2624862 22 N1485354.67 E2624896 23 N7485345.13 E2624934 23 NI485335.58 L-2624970.24 INSTALL HANDRAIL PER OSHA REQUIREMENTS THROUGHOUT THE MUD FLOW WALL _ 929 HIGHER WALL'S ENTIRE LENGTH. SEE MUD FLOW MITIGATION SEE MUD FLOW MITIGATION NOTES THIS SHEET. NOTES THIS SHEET. MUD FLOW DEPTH = 1.0'. 37 MUD FLOW DEPTH = 2.0' FOR THE ENTIRE X FFE ENTRY FFE ENTRY FFE ENTRY SOUTH WALL. FFE ENTRY 7-940 0 42 42 42 42 FFE ENTRY 9 42 41.07FG/BLDG 43.34FG/BLDG TW 37 930 0 N1485360.69 N 1485313 99 .�., E2624829.9,9 £2625006.16 FFE LEVEL 3 46.17 TW 42.5 4'9 DRAIN LINE X FG 41.5 41.9 41.9 41.9 41.9 41.84Bow 41.9 N1485311.60 £2624976.26 DISCHARGES TO 41.64BOW 41.8280W 41.84BOW 41.84BOW 41.848 W 41.84BOW TW 44.0 N1485350.79 N1485344.95 N1485335.41 N148532586 N1485321.14 RETAINING WALL !; N1485310.45 FG 39.0 SURFACE E2624828.40 £2624850.41 £2624886.42 £2624922.42 £2624940.27 E2624980.61 41.64FOW 41: 65FOW 41.76FOW 41.76FOW 41.76FOW 41.76FOW 43.70FOW 41.84BOW 41:84 O 41.8480W 41.84BOW SEE FOUNDATION DRAIN FOR MUD/DEBROS 148530p:75 N1485346.93 N1485345.78 N1485334.96 N1485333.83 B W N14B532544 N1485324.29 I ^ N1485343:80 N1485319.99 £2624827.38 N14B5334:25 N1485324.71 FLOW RETAINING WALL £2625001:61 £2624831.73 £2624872.52 £2624876.80 £2624908.45' £2624912.80 J� £2624854.76 E2624890.77' E2624926.7T £2624944.62 41.76FOW O \ 46 47.3497W 1 E2624952.18 V 6 N1485313.85 £2624792.44 4 5 43 31 FOW 47.358(�' (� N1485301.90 � I `, TW V 41.76FOW N1485J12.69 E2624997.23 N14853 5.83 £2624956.54 E262 96.31 �r r: 4 _ 7. 108TW ' - 47.223TW 45.36BOW ' 4 , 4 . 109TW 4 .961 TW 8 47.9. 5TW � 47.333TW 45.36BOW 47.4 47.342TW - : 47 .297W 6 , ., 3 ,1 TW. .. _ 47.111 TW 3 N14 8 338: 19 . 5 1 � N14 85343.00 N 485304:06 N14 N148529 16 _. 85326.25 N14 5305.12 iV14 5292.16 N1485348,50 N1485344.28 N1485337 13 1V1485325.18 N148531 9 NI485315.64 8 26 6 5 £2624805.95 E Z482S.36 £2624953 89 £2624870.43 £262499 24' £2624 7 '£2624950.12 E26 4999.0 £2624786.22: £2624802.12 £2624829.13 8 4.20 : £2624906.27 £2624910:21 ., � � _ j is # Revision Date By Job No. 2000-236.007GM South Aspen Street Townhomes 2 Responses to COA Engineering Comments dtd 6/6/14 7/18/14 TLB/DW Drawn by: TLB 118 West Sixth Street, Suite 200 Aspen, Colorado Lot 1 Grading - Two Way Date: 04/25/14 �O s Glenwood Springs, CO 81601 p Qc: TLB PE: 1H 970.945.1004 www.sgm-inc.com File: 07-Site-Grading-Plan-Index-Lotl-Lot2 # I Revision Date By Lot 2 Grading for South Aspen Street Townhomes 2 Responses to COA Engineering Comments dtd 6/6/14 7/18/14 LB/DW Lower & Middle Triplex Aspen, Colorado 2 -Way Job No. 2000-236.007 Drawn by: TLB Date: 04/25/14 QC: TLB I PE: JH File: 07 -Site -Grading -Plan -Index -Loll -Lot2 r C C i cc Cs I C C C C, C C C C, Graphic Scale 0 5 10 20 In Feet: 1 " = 10' � � � �� ,�t' � �� 3���Y ,. '� �. hpw ` F may.--" a t `: , ,,. ,': Revision Date By Site Drainage \A, 2- V V a 1 b No. 2000-236.007 a� q 1 to COA Engineering Comments dtd 6/6/14 7/18/14 TLB/D rawn by: TLB U2Responses ate: 04/25/14 [File: C: TLB PE: JH 08 -site -Drainage 5.0' 5 O, ROAD- SIDE SIDEWALK SWALE O 15.5' 50.0' ROW 28.5' 13.0' 1.5' SPILL C&G 5.0' BUFFER 5.0' SIDEWALK TYPICAL JUAN STREET SECTION; STATION 0+00 TO 1+06.50 AND STATION 1+56.50 TO 2+59.51 SCALE.- 1 " = 6' TYPICAL JUAN STREET SECTION; STATION 1+06.50 TO 1+56.50 SCALE.- 1 " = 6' 50.0' ROW 28.5' 5.0' 5 0, ROAD- 15.5 13.0' SIDEWALK SWALE 1.5'- 2 0 2 TO 10�= -TT TYPICAL JUAN STREET SECTION; STATION 2+59.51 TO 3+20.97 SCALE- I" = 6' 5.0' 5.0' BUFFER I SIDEWALK r wrr 1-11v� TYPICAL JUAN STREET SECTION AT PEDESTRIAN RAMP; STA. J+47.27 SCALE- I" = 6' 5.0' SIDEWALK 5.0' SIDEWALK 5.0' BUFFER 13.0' SPILL C&G 29 50.0' ROW 28.5' 15.5' TYPICAL GARMISCH STREET SECTION; STATION 0+00 TO 0+17.49 SCALE.- 1 " = 6' 5.0' BUFFER N CROSS -SLOPE VARIES FROM -1-29' TO -2q THIS SIDE OF CL SEE PLAN VIEW FOR GRADE TRANSITION LOCATIONS. 50.0' ROW 28.5' 13.0' 15.5' VARIES SEE PLAN 29 . TYPICAL GARMISCH STREET SECTION; STATION 0+17.49 TO 0+66.J5 SCALE- 1 " = 6' 4Z/) /1 ' O/I IAI 5.0' ROAD- SIDE SWALE 5.0' ROAD- SIDE SWALE 22.0' PAVEMENT MATCH PROPOSED 5.0' 7930. TO EX/STING . L6 .. . . . . ... . . . . . ... . . . . . . . . . ... . . . . . ... . . . SIDEWALK N% EXISTING: GROUND : o II ° �, W VARIES FROM 4.� TO 2%C� ' BAR/ES FROM 49 TO 29 W 7925. ... . . . . . . . . . . . ... . . . . . ... . . . -25 -20 -15 -10 -5 0 5 10 15 20 25 TYPICAL DEAN STREET - 0+20.00 TO 0+93.48 1" = 6' 5.0' SIDEWALK GARMISCH STREET TYPICAL SECTION - STA. 0+66.35 TO 0+96.40 1" = 6' GUARD RAIL, CURB AND GUTTER Revision Date DRIVEWAY OR RETAINING WALL TO BE PLACED. PROPOSED . . . . . . . . . . . ..39.45. . . . . . . 5.00 . . . . 5..5.0. PROPOSED.. . . . . . . . . . . . . . 0 12.007 MA TCH PROPOSED NN . .:. ... 7930: . TD. EX/STING � . . . .. . . ..... .. 271 EXISTING GROUND 7925. !. . . . . ... . . . . . ... . . . . . . . . . . . ... . . . . ... . . . . . . . . . . . ... . . . . . ... . . . -25 -20 -15 -10 -5 0 5 10 15 20 25 TYPICAL DEAN STREET - STATION 0+93.48 TO GARAGE 1" = 6' W 7940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J 7940 �z PROPOSED PROPOSED Lw5.00 2.50 SIDEWALK PROPOSED C&G DRIVEWAY 12.00 . . . . . . . . . . . . . . . . . . . . . . . 29 . . . . . . 7935 5.9i --I I --PROPOSED 59 DRIVEWAY PROPOSED SOUTH 0.61 057 ASPEN STREET 7930: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . 7930 7925 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7925 DRIVEWAY CURB CUT FOR ACCESS TO 5 FLEX FROM SOUTH ASPEN STREET 1" = 6' 7980 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . .. 7980 79751 79701 PROPOSED Revision Date DRIVEWAY PROPOSED PROPOSED . . . . . . . . . . . ..39.45. . . . . . . 5.00 . . . . 5..5.0. PROPOSED.. . . . . . . . . . . . . . 0 12.007 SIDEWALK BUFFER 2.50 27 12.07 C&G 12.00 271 .............. PROPOSED SOUTH. ASPEN STREET �F 24.0' 79651.......................................................................................7965 12.0' 12.0' DRIVEWAY CURB CUT FOR ACCESS TO UPPER TRIPLEX GARAGE 5. o' 5.0' FROM SOUTH ASPEN STREET SIDEWALK 2.5 SIDEWALK 2.5 BARRIER C&G I" - 6' BARRIER C&G - TYPE A TYPE A 2.09 2.0% GARMISCH STREET TYPICAL SECTION AT STA. 1+02.09 1" = 6' South Aspen Street Townhomes Aspen, Colorado Job No. 2000-236.007 Street Sections Drawn by: TLB Date: 04/25/14 2 -Way QC: TLB I PE: JH File: 10 -Street -Sections g��90 Revision Date By to COA Engineering Comments dtd 6/6/14 7/18/14 TLB/DW E2Responses Job No. 2000-236.007 Street Sections Drawn by: TLB Date: 04/25/14 2 -Way QC: TLB I PE: JH File: 10 -Street -Sections g��90 0 a 100 -)IR STORM 7986.86 -- 10-)IR STORM 7986.25 - - - -- - - -- -- -- - - ---TOP OF 5' BERM 7987.0 100 -YR STORM 7986.86---- 10-YR 986.86—••- 10-YR STORM 7986.25 1" = 1' -- -- - -- - -- -- -- -- -- TOP OF 5' BERM 7987.0 DETENTION POND 2 OUTLET DETAIL 2 2 0 0 DETENTION POND 2 OVERFLOW CHANNEL SCALE- 1 " = 2' ............. .duuU TCH EXISTING GROUND SURFACE ............. ...........I—MA ..................... I ............ :..............:7995 RETAINING WALL DES/GN FOR HYDROSTATIC PRESSURE AS WELL AS LATERAL PROPOSED POND BOTTOM Q) EARTH PRESSURES. HYDROSTATIC PRESSURE SHALL BE DETERMINED BY THE SATURATED WEIGHT OF THE BACKFILL SOILS . . . . . . . . . . . . . . . . . . . . . . 3. BOULDER . . ' . PLACED AGA/NST THE WALL. :7990 WALL7 I TOP OR RETAINING WALL - 7988.50 �1V ............. ............................ ...3H.... 3H PLACE 30 MIL HDPE/PVC LINER FULL LENGTH OF IH RETAINING WALL RUNNING PARALLEL TO THE POND. .............. 7985 EXISTING SURFACE — PROPOSED GROUND SURFACE - . 7981.75 0+00 DETENTION POND 1 SECTION 0+50 HOR, SCALE- 1" = 5' VER. SCALE- 1" = 5' 7990 W . vI M 7990. .m. ;� . ... . . . . . . ... . . . . . . . O � . . . . . ... . . . rr op cV � op h .7990 CIO . . . . ' . . . . Q . . . .. W . . . . . ... . . . . . . ... . . . . . . ... . . . . . . o 00%. :7985 7980 W . ' . . ' . 0+00 DETENTION POND 1 SECTION 0+50 HOR, SCALE- 1" = 5' VER. SCALE- 1" = 5' 7990 W . vI M 7990. .m. ;� . ... . . . . . . ... . . . . . . . O � . . . . . ... . . . . . . ... . . . . . . ... . . . . . . .- . . a . ... .7990 7985: Q II . . . . ' . . . . Q . . . .. W . . . . . ... . . . . . . ... . . . . . . ... . . . . . . o 00%. :7985 7980 W . ' . . ' . . ' � -3�.3�� -60 72% : 7980 . ' —9.00% 7980 . . . . . . 1. . . . . . . . 7975: . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . ... . . . . . . ... . . : 7975 7970: . . . . . . SCALE. . . -8:20x . . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . : 7970 7965 :HORZ: -1`20 ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . .:. . . . . . . ... . . . . . . . ' . . . . . . . .:. . . . 7965 VER T.• 1 "=20' SUPPORT COLUMN DESIGN TO RESIST A DYNAMIC SUPPORT COLUMN FORCE OF 10 SLUGS PER LINEAL 7 FOOT AND STATIC LOAD OF BETWEEN DESIGN TO RES/ST A DYNAMIC SUPPORT COLUMN 50' TO 250 'SL'UGS PER LINEAL FOOT. FORCE OF 10 -SLUGS- PER LINEAL . . . . . . . . . . . . . . . 7960 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . FOOT AND STATIC LOAD OF BETWEEN FORCE OF 10 SLUGS PER LINEAL 50 TO 250 SLUGS PER LINEAL FOOT. FOOT AND STATIC LOAD OF BETWEEN 50 TO 250 SLUGS PER LINEAL FOOT. 7970................................................................................................................................. .......................................................................... 7970 SECTION A -A ' h O h N r\ h N O r\ a� d O N O O � � .� � � In � ,� 000 •� r.j a? � O �N N �� % QD 1+20 0+80 0+40 0+00 —0+10 SWALE BETWEEN DETENTION PONDS PROFILE SCALE- I" = 20' 7980 .........................................7980 7985 ............................. 7985 7975.. . . . . . . . . . . . . 7975 7970 .........................................7970 OFFSITE SWALE- WORST CASE SCALE.- 1 " = 5' 7980 . . . . . . . . . . . . . . . . . . . . . . 7980 7975 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7975 OFFSITE SWALE- TYPICAL SECTION SCALE.- 1" = 5' 6.62 MATCH EXISTING N GROUND SURFACE o . . . . EXISTING ' SURFACE " o TOP OR RETAINING WALL - 7973.26 JH1V . 3H ....... .............. . . . . . . —2. 00 h PROPOSED POND SOTT/I 1V PLACE 30 MIL HDPE/PVC LINER FULL LENGTH OF IH RETAINING WALL RUNNING 6. ... .............................. 62 PAR4LLEL * 'TO THE POND. RETAINING WALL DESIGN FOR HYDROSTATIC PRESSURE AS WELL AS LATERAL EARTH PRESSURES. HYDROSTATIC N PRESSURE SHALL BE DETERMINED BY THE SATURATED WEIGHT OF THE BACKFILL SOILS PLACED AGAINST . . . . . . . . . . . . . . THE WALL: PROPOSED GROUND SURFACE - 7957 --5.00— 1 �i� 0+00 MATCH TO EXIST/NG SLOPE � N O DETENTION POND 2 SECTION . . . . . . . . . . . .OFFS/. .DRAINAGE SWALE . . . . . . . PROPOSED RAIN GARDEN . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . SCALE.. 1 " _. ? . . . . . . . . . . . . . . . . QO Q') SOUTH UNIT DECK OF MIDDLE TRIPLEX' MATCH TO EXIST/NG SLOPE DETENTION POND 2 SECTION . . . . . . . . . . . .OFFS/. .DRAINAGE SWALE . . . . . . . PROPOSED RAIN GARDEN . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . SCALE.. 1 " _. ? . . . . . . . . . . . . . . . . QO Q') SOUTH UNIT DECK OF MIDDLE TRIPLEX' . . � 'r-5.16—►{ � . 3 3 1 7980 . . . . . . 1. . . . . . . . 7980 SUPPORT COLUMN DESIGN TO RESIST A DYNAMIC SUPPORT COLUMN FORCE OF 10 SLUGS PER LINEAL 7 FOOT AND STATIC LOAD OF BETWEEN DESIGN TO RES/ST A DYNAMIC SUPPORT COLUMN 50' TO 250 'SL'UGS PER LINEAL FOOT. FORCE OF 10 -SLUGS- PER LINEAL . . . . . . . . . . . . . . . . DESIGN TO RES/ST A DYNAMIC ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . FOOT AND STATIC LOAD OF BETWEEN FORCE OF 10 SLUGS PER LINEAL 50 TO 250 SLUGS PER LINEAL FOOT. FOOT AND STATIC LOAD OF BETWEEN 50 TO 250 SLUGS PER LINEAL FOOT. 7970................................................................................................................................. .......................................................................... 7970 SECTION A -A ' SCALE- 1'** = 5 South Aspen Street Townhomes Aspen, Colorado 0+50 # Revision Date By Job No. 2 Responses to COA Engineering Comments dtd 6/6/14 7/10/14 TLB/DW Drawn by: Swale Profile and Sections Date: QC: File: 001111ibIcTWiTIYA TLB 04/25/14 TLBPE: JH 11 -Sections 9 NOTES 'A' Shallow Inv, ,...�R' .. Oeepinv. .. (cfs) Flow {gpmj (Ips) 8201 6.25[1591 _7.'M 1) FRAME, GRATE & CURB INLET TO BE NEENAH FOUNDRY 1,241 1 557 351 8202 [1841 8.25 [2101 R-3462-8, TYPE L GRATE OR APPROVED EQUAL. 774 49 82Q3 8.25 (2 101 9.25 [2351 2.228 2) FRAME & GRATE SHALL BE ASPHALT PAINT -DIPPED BY 63 8203N 9.25[235J 9.2512S5 - FOUNDA TION DRAIN FOR MUD/DEBRIS FLOW MANUFACTURER. 8204 9.25(235] 10,25 2601 2Y45 1232 78 3) PRECAST CONCRETE ADJUSTMENT RINGS (IF REQUIRED) 10.25 [2641 11,25 [2861 3271 1468 93 820 SHALL BE GROUTED IN PLACE. 12.25 [311 J 3.808 - 108 8206N 12.25 [3111 4) PIPE ENDS ARE TO BE TRIMMED FLUSH WITH THE 8207 1 12,25[311 J.13.25 337 INTERIOR WALLS .1951 123 g46 13.25 T; Z ; 139 5) SET GRATE W/ CONC. LEVELING COURSE TO MATCH 14:25 [3621 ,15.261387] 7,443. 2443' ' i55 8209N LONGITUDINAL SLOPE OF THE ROAD. 15.25 [3871 8210 116.25 [387] 1'.6.25 41 5.996 2691 170 821.1 116,25[4131 17.25 [4381 6,551 2940 186 8212 1725 4381 18.25 [464) 7.106 oNrA qE uNaMnt62.g " 202 y i V r I zo t,Mr,"'Z, x o �6 Approved Flexible Joint Sealant cn C '• .4 0 c 4 r' ° r ` va Notes: 3" Cir. I , 2m+�----! 1. Concrete must conform to CDOT dans "D" (minimum 28 -day compressive strength of4500psi). 60% of this strength must be gained in the first 7 days. 2. Base course under manhole must be compacted to 95% of maldmum modified proctor density within 2% of optimum moisture as defined by ASTM 1557 Method "C". 3. Steel reinforcement: • #4 rebar 9" O.C. x 9" O.C. for floor slab • #4 rebar 9' O.C. horizontally and vertically for walls #S rebar 6" O.C. in both directions. for Top slab • #5 rebar bent rectangularly with 8" overlap to support frame and grate opening • Rebar splices must maintain a 12" minimum overlap 4. Inlets >5' deep shall have non -slip steps down one side a maximurnof 16" O.C. S. All inlets shall have a "No Dumping, Drains to River" Notice Plate, surface mounted to the top of the curb. STORM DRAIN INLET DETAIL STORM DRAIN INLET NOT TO SCALE SPECIFICATION SHEET 12 [3051 WIDE REVEAL TRENCH DRAIN TAG SYSTEM WITH STEEL FRAME Dimensional Data (inches and [ mm 1) are Subject to Manufacturing Tolerances and Changs Without Notice SPECIE !NG ENGINLER '.S RESPONS:ELE f'Oit CONCRETE EN ASEMLNT AND R NFDRCiNC BASED UPt7N APPLtCATICN AND LOCAL CODES '.........._ .. ............... 12 30 "4 " 1 r2�ipm,]_ ._ 981 {2499] _- 4 L102]__96 INt1ER7 M€N. ...... - -- - � . 4 1 [47j� MIN. Note: r Actual Channel length is 98 3r'8 124991 to allow for overlap. -T ENGINEERING SPECIFICATION: Zum Z882 Channels shall be 96 [2438] long, 12 (3051 wide reveal and have a 9-1/4 [235] throat. Modular channel sections shall be made of 0% water absorbent High Density Polyethylene (HOPE). Shall have a positive mechanical connection between channel sections that will not separate during the installation and shalt mechanically lock into the concrete surround every 12 [3051. Channels shall weigh fess than 6.05 lbs. (2.29kg] per linear foci, have a smooth. 3 [76] radiused self cleaning bottom with a Manning's coefficient of 0.009 and 1.04% or neutral 0% built in slope. Channels shall have rebar clips standard to secure trench in its final location. Shall be provided with standard DOC grates that lockdown to frame. Zum 12 [305] wide reveal Ductile Iron Slotted Grate conforming to ASTM specification A536-84, Grade 80-55-06. Ductile Iron grate is rateddass C per the DIN EN1433 top load classifications. Supplied in 24 (608] nominal lengths with 13ft 6 (21 ] wide slots,. and 1-1/2 [38] bearing depth. Grate has an open area of 80.8 sq. in per ft. [171,027 sq. mm per meter]. The 114 161 thick Heavy -Duty Carbon Steel Frame Assembly conforms to ASTM specification A36 with 10.- 4 [102] long concrete anchors per 96 [2438]. Grate lockdown bars are to be integral to the frame. The frame is supplied with a powder Coated finish, All welds must be performed by a certified welder per ASTM standard AWS D1.1. Frames Shall be produced in the U.S.A. PREFIX OPTIONS (Checklsoecifv aooro�te onsl Z E ght•fioot i tigh Density Polyethylens (HOotPE}ioChannel, Heavy -Duty Frame with Anchor Studs. - SUFFIX OPTIONS. (CheoWspedfy appropriate options) Outlet Adapters-Add/Each - -E1 Closed End Cap ....._... -U4 4 (102) No -Hub Bottom Outlet E4 4 [102] No -Hub End Outlet -U6 6 (1521 No -Hub Bottom Outlet - -E6 6 (1521, No -Hub End Outlet _..... -U8 8(203] No -Hub Bottom Outlet - -E8 8 [203) NO -Hub End Outlet Grate Options (Load Classifications are per DIN £N1433) _ -BDC Black Acid Resistant Epoxy Coated Ductile Grate - Class C -BDE Black Acid Resistant Epoxy Coated Ductile Grate -Class E -DC Ductile tron Said Cover - Class C _ 4DGC Ductila Pron Slotted Grate - Class C' -DGE Ductile Iron Slotted Grate - Class E -DGF Ductile Iron Slotted Grate - Class F -GDC Galvanized Ductile Slotted Grate - Class C -GDE Galvanized Ductile Slotted Grate - Class E Trench No. 'A' Shallow Inv, ,...�R' .. Oeepinv. .. (cfs) Flow {gpmj (Ips) 8201 6.25[1591 _7.'M 7. 5 184] 1,241 1 557 351 8202 [1841 8.25 [2101 1.725 774 49 82Q3 8.25 (2 101 9.25 [2351 2.228 999 63 8203N 9.25[235J 9.2512S5 - FOUNDA TION DRAIN FOR MUD/DEBRIS FLOW BASE WIDTH 8204 9.25(235] 10,25 2601 2Y45 1232 78 8205 10.25 [2641 11,25 [2861 3271 1468 93 820 11.25(2861 12.25 [311 J 3.808 1709 108 8206N 12.25 [3111 1225 [3111 8207 1 12,25[311 J.13.25 337 4.347 .1951 123 208 13.25 T; 14.25.352].4. 93>2496 ; 139 8209 14:25 [3621 ,15.261387] 7,443. 2443' ' i55 8209N 15.25 [3871 15.25 [3871 8210 116.25 [387] 1'.6.25 41 5.996 2691 170 821.1 116,25[4131 17.25 [4381 6,551 2940 186 8212 1725 4381 18.25 [464) 7.106 3189 202 -_ -GDF Galvanized Ductila Slotted Grate - Class F __. -GHPD Galvanized Heel -Proof Ductile Grate - Class B RPSC Reinforced Perorated Stainless Steel Grata - Class C •GHPDE Galvanized Heel -Proof Ductile Slotted Grate - Class E -RPSRC Reinforced Perforated Stainless Steel Reverse _ -HPD Heel -Proof Ductile Slotted Grate- Class B Punch Grate - Class C -HPDE Heal -Proof Ductile Slotted Grate - Class E Miscellaneous Options 4 -IDE Heel -Proof Ductile Slotted Grate - Class .E_ -CBF Black Acid Resistant Coated Top Frame -._. -RFGC Reinforced Slotted Galvanized Grote - Class C -JC Joint Connector -RPGC Reinforced Perforated Galvanized Grate - Glass C -SW Sidewaii Extensions 11 (279) High _ 43POF10 Reinforced Perforated Galvanized Reverse Punch Grate - Class. C - -SW2 Double Sidewail Extensions - 22 (559] High RFSCReinforced Slotted Stainless Steel Grate - Class C _VP Vandal -Proof Lockdown MADE In the U.S.A. -ADA-USA Meets Americans with Disabilities. -P Perforated Stainless Act _ S rated Sta n ess Steel Grate - Class A Requirements - Class C _ -RFG Reinforced Galvanized Slotted Grate - Glass B - -BG Galvanized Steel Bar Grate -Class D mm •RFS Reinforced Stainless Steel Slotted Grate - Class B _ . -OGC-USA Ductile Iron Slotted Grate - Class C _ -RPG Reinforced Galvanized Perforated Grate - Class B _ -DGE-USA Ductile Iron Slotted Grate - Class E__- _RPS Reinforced Stainless Steel Perforated Grate - _....__ •FG Fabricated. Galvanized Steel Slotted Grate - Class A Class B ..._ -FS Fabricated Stainless Steel Slotted Grate - Class A -SBG•L Stainless Steel Bar Grate - Class C -GADA-USA Galvanized Ductile ADA Slotted Grata - Class C -- _, 'GDC-USA Galvanized Ductile Slotted Grate - Class C Miscellaneous Options _ -GDE-USA Galvanized Ductile Slotted Grate - Class E -DB Bottom Dome Strainer GHPDE4JSA Galvanized Ductile Slotted Grate - Class E -HPDE USA Heel -Proof Ductile Slotted Grate -Class E -GG Fiberglass Grate - Class A REV. E DATE: 6/10/12 C.N. NO. 124286 _ -PG Perforated Galvanized Steel Grate - Class A 'REGULARLY FURNISHED UNLESS OTHERWISESPECIFPED PRODJDWG. NO. 2882 ZURN INDUSTRIES, LLC a SPECIFICATION DRAINAGE OPERA s 18M Pittsburgh Ave. o Ede, PA 16614 Phone: 814WSS-0M a Fax: 814\04-7929 * World Wide Web: www.zurn:com In Canada:. ZURN INDUSTRIES LIMITED 3544 Nashua Drive m .Mississauga, Ontario L4V1L2.. Phone: 905405.8272 Fax: 90%405-1292 Installation SpeWicaffan �12"--t-`4" 9,25"T I Min Slab Thickness 9-1/4" Throat / 12" Overall Width Syst= HighlightS Integral Mechanical Overlap Frame Assembly 90° Tee Rabat Clips Connection with Anchor Studs Fabrication Fabrication SpeoffiCOU0111 Channels shall be 8' long, 12" wide, and have a 9-1/4" wide throat. Modular channel sections shall be made of High Density Polyethylene (HDPE), have interlocking ends, and radiused bottom. Channel shall be provided with no slope (neutral) or with a 1.04% built-in slope. Charnels shall be available with inverts ranging from 6.25" to 1825". Channels shall have clips molded into the sides of the channel to accommodate vertical rebar for positioning and anchoring purposes. Choice of class A, 8: C, D, E, and F grates shall be available with H-20 and/or FAA load ratings and/or ADA compliance with mechanical lockdown devices. A heavy-duty steel frame shall be provided to distribute weight between the grates and the HDPE channel End caps and catch basins shall be available to complement the channels and grates. End outlets, bottom outlets, and side outlets shaft be available in 4", 6", and 8" diameters: Trench drain shall be Flo-Thru model Z882. 120'(39.6 m) 8207 i 8208 I 8209 8209N 8210 - - ......... ..._._.. ---- 8211 8212 4 18.25" (464 mm) I TRENCH DRAIN NOT TO SCALE FRAME/GRATE. SEE NOTE #1 36" CONC. COVER 20„ 36" INVERT ELEV. AS PER PLAN 4j" I 6" CONCRETE BASE CAST -/N -PLACE TYPE 4 CATCH BASIN NOT TO SCALE SECTION B - 8- A 4 A4 ° ALUMINUM STEPS 'd, -n» PIPE SIZE & SLOPE AS PER PLANS 4" 36" PLAIN CAS/NG _ I I_: -CLASS 6 ABC; COMPACTED TO 959 STANDARD PROCTOR AT +/_ 29 OPTIMUM MOISTURE 20" 36" 6" CONCRETE BASE CAST -IN-PLACE NOTES: 1. ALL BASES SHALL BE CAST IN PLACE OR PRECAST CONCRETE- USE p REBAR ON 12" C -C BOTH WAYS IN POURED BASES. 2. USE RUB-R-NEK PREFORMED GASKET (2 LA) -ERS) BETWEEN ALL BOTTOM SECTION, BARREL SECTIONS, CONCRETE GRADE RINGS, AND TOP CASTINGS. J. BACKFILL WITHIN 24" OF MANHOLE.- CLASS 6 AGGREGATE OR NATIVE MATERIALS WITH LESS THAN 3" SIZE. 4. PRECAST RINGS OR METAL RISER RING COURSE SHALL BE UTILIZED WHERE REQUIRED WITH 2 COURSES MINIMUM AND 12 COURSES MAXIMUM (2 MINIMUM, 12" MAXIMUM HEIGHT). 5. GRADE ADJUSTMENT AS FOLLOWS: GREATER THAN, OR EQUAL TO, 1 FOOT, CONCRETE BARREL SECTIONS, LESS THAN 1 FOOT, CONCRETE OR METAL GRADE RINGS 6. FINISH GRADE AS FOLLOWS: ASPHALT OR CONCRETE PAVEMENTS 1/4" BELOW GRADE BASE COURSE SURFACE -1" BELOW GRADE DIRT/TOPSOIL -3" TO 6" ABOVE GRADE. RING & COVER TO MATCH LONGITUDINAL AND CROSS SLOPE OF PAVEMENT, NEENAH R-1556 SOLID AND FRAME OR EQUAL REINFORCED CONCRETE OR PRECAST o �24 POLYETHYLENE ECCENTRIC GRADE RINGS FOR FINE GRAD/NG AS CONE, 3' HIGH REQUIRED (6" a WALL) PRECAST MANHOLE BARREL PIPE LENGTH AS REQUIRED VERTICAL- 112 ERT/CAL ° 1 2 ,D, . SIDE °. o r D . v RUBBER O-RING PRECAST OR OR FLEXIBLE A CONCRETE BASE MANHOLE SEAL. SECTION EL EVA TION CAST IN PLACE SECTION A - A GROUT SEAL NOT ALLOWED. MANHOLE DETAIL N. T.S. CONCRETE STEM WALL N 0 o SWALE FLOW >-� LINE 6" 3" 10" 10" 10" _ I _3"_I AO 0. 0 0o N 3' INSTALL (4), 1/4 "0 STA/NLESS STEEL BARS. BAR PLACEMENT TO BE 3" FROM EACH EDGE. THEN PLACE 10" O.C. DRILL HOLES IN 6" BASIN WALL 11410 x 2" DEEP. _ 36" PLAIN CASING NOTES.- 1) INLET FRAME & LID TO BE NEENAH FOUNDARY J1' R -3462-B (GRATED), OR R -1791-F (SOLID) AS 5 INDICATED ON PLANS, OR APPROVED EQUAL. CLASS 6 ABC, COMPACTED TO 2) FRAME & GRATE SHALL BE ASPHALT PAINT -DIPPED 959 STANDARD PROCTOR AT BY MANUFACTURER. 29 OPTIMUM MOISTURE 3) PRECAST CONCRETE ADJUSTMENT RINGS (IF M/N. REQUIRED) SHALL BE GROUTED IN PLACE. 4) PIPE ENDS ARE TO BE TRIMMED FLUSH WITH THE 410 PVC PERFORATED FOUNDATION INTERIOR WALLS. 1.75 (M/N.) 1 TOP WIDTH WALL HEIGHT BASE WIDTH J1' Z 5 05 (SEE NOTE) J Q 3 4'-0" 2'-0" UP TO 4 FT. X-0" DRAINAGE M/N. MlN u 1 �f/N _ I Hi . � LAYER - .i .. ............ . .... . ....... ..... .` -r ._ 3 ......... .... _.._ ....... :.,..., i' l _. ... _ i ,,, „ 3 _. ._ .... t. . . ....... c . . .......... I i i :.. _. 3.:. .. t .. i ....... , i............... . ;.. L.. ._ s ...-- f 410 PVC PERFORATED FOUNDATION MIRAFI 14ON FABRIC 17 1 . W.. OR EQUAL AGAINST ' DISCHARGE /NV. INS/DE FACE OF PIPE UNDISTURBED EARTH TO BE 6" FROM OUTSIDE FOOT/NG EDGE BANK FOUNDA TION DRAIN FOR MUD/DEBRIS FLOW BASE WIDTH 4" PVC PERFORATED DRAIN INSTALL BOTH SIDES OF WALL, CONNECT TO DAYLIGHT AT MIN. 1% N SCHEDULE 40 P.V.C. AT DOWN STREAM WALL HEIGHT BASE WIDTH TOP WIDTH UP TO 8 FT. 5'-6" 3'-6" UP TO 6 FT. 4'-0" 2'-0" UP TO 4 FT. X-0" 1'-6" ROCK WALL NOT TO SCALE ROCK WALL CONSTRUCTION NOTES. - 1 THE 84SE WIDTH OF THE NEW ROCK BUTTRESS WALL SHOULD NOT BE LESS THAN 0.7 TIMES THE VERTICAL DISTANCE BETWEEN THE BOTTOM OF DITCH AND THE TOP ROW OF EMBEDDED BOULDER,• 2 THE BOTTOM COURSE OF ROCKS FOR THE BUTTRESS WALL MUST BE EMBEDDED UNDER THE GROUND SURFACE. THE DEPTH OF EMBEDMENT SHOULD BE AT LEAST 2 FEET,• J. ROCKS SHALL HAVE A WEIGHT GREATER THAN 500 Ibis (APPROX. 1 Se2 it 1.5) AND BE ANGULAR IN SHAPE. SMALLER OR ROUNDED ROCK USAGE SHOULD BE LIMITED,• 4. ROCKS SHOULD BE PLACED IN FAIRLY UNIFORM LIFTS AND INFILLED WITH A GRANULAR MATERIAL SUCH AS AN AGGR£24TE BASE COURSE OR SCREENED ROCK. THE INFILLING SHOULD BE COMPLETED PRIOR TO PLACING THE NEXT UFT OF ROCKS. 5. THE ROCKS IN THE LOWER HALF OF THE WALL SHALL HAVE A MINIMUM LENGTH OF 2 FEET. GENERALLY, THE LARGER THE BETTER. 6. GRAVEL USED FOR 7H£ DRAINAGE LAYER SHOULD BE WASHED 3/4 -INCH TO NO. 4 SCREEN AM ERML WITH LESS THAN 3 PERCENT PASSING THE NO. 200 SIEVE. 7. CUT SLOPE MUST NOT BE STEEPER THAN 1 'VERT.•0.5WOR, OR LESS IF REQUIRED FOR SOIL STABILITY DURING WALL CONSTRUCTION. 8. WALL DESIGNED FOR LOCAL STABILITY. IT IS RECOMMENDED THAT THE OWNER VERIFY WITH THE SOILS ENGINEER ADEQUACY FOR GLOBAL STABILITY - 9. AS AN OPTION TO THE DITCH SECTION AT THE BASE OF WALL, PROVIDE 2x CROSS SLOPE AWAY FROM WALL. FOOTER & FOUNDATION WALL STRUCTURAL DETAILS. RETAIN/NG WALL TO BE DESIGNED PER MUD/DEBRIS FLOW SPECIFICATIONS. BACKFILL AND COMPACTION PER GEOTECHNICAL REPORT h GEOTEXTILE CONTECH C40NW OR EQUAL N ONCRETE SIDEWALK b .. 6" CLASS 6 ABC; > COMPACTED TO 959 BOTH SIDES OF WALL 6" STANDARD PROCTOR ' " AT +/_ 29 OPTIMUM MOISTURE FREE DRAIN/NG GRAVEL r a -• BOTH SIDES OF WALL 2„ 6 " 6" M/N. MlN u 1 �f/N _ I Hi . � ■TIT - .i .. ............ . .... . ....... ..... .` -r ._ 3 ......... .... _.._ ....... :.,..., i' l _. ... _ i ,,, „ 3 _. ._ .... t. . . ....... c . . .......... I i i :.. _. 3.:. .. t .. i ....... , i............... . ;.. L.. ._ s ...-- f 410 PVC PERFORATED FOUNDATION ............. '. ....... . .... .... ................ . DRAIN PIPE INSTALLED AT MIN/MUM . W.. GRADE OF 19 FROM BEGIN/NG POINT TO ' DISCHARGE /NV. INS/DE FACE OF PIPE - NO EXCAVATION THIS SIDE OF 1:1 INFLUENCE LINE TO BE 6" FROM OUTSIDE FOOT/NG EDGE WITH PIPE TDP LEVEL To FOOTER TOP FOUNDA TION DRAIN FOR MUD/DEBRIS FLOW AT BEGINNING PO/NT. ' RETA/N/NG WALL INSTALL BOTH SIDES OF WALL, CONNECT BOTH PIPES TO SOLID WALL 4" 0 NOT TO SCALE SCHEDULE 40 P.V.C. AT DOWN STREAM END OF WALL. 4 "0 PVC. SEE CONNECTION DETAIL. SCHEDULE 40 TEE 410 SOLID WALL SCHEDULE 40 P.VC. 419 SCHEDULE 40 90' FITTING CONNECTION DETAIL NOT TO SCALE 410 SCHEDULE 40 90' FITT/NG 0 a STANDARD FABRIC IS AN ORA MOA LOW PI GUTTER AND CURB APPEAL 10' t MAX X . x........x . x... 24" SILT FABRI %. .:*. MIN x ... %. x. * 24" STAPLED TO X . x.....X . x.....X . x.. . x........x . MIN POSTS SILT FENCE .......%.xx.%... .x..x......x .x x 42 =__ lilt FABRIC MIN 1 I Mi 1(- ANCHORED % x.......%.x.....x.x.. IN TRENCH X COMPACTE 18 SII -I x x x . 1=-ll1 AND ATTACHEDMIN " * x BACKFILL 111-I FIRMLY TO POST: ;%::* . %: x::* :x FEx 6 0* w IL T FENCING Donde Baa Installation 1. Stand the grate on end 2. Place the Dandy Bag over the grate J. Rol/ the grate over so that the open end is up 4. Pull up the slack 5. Tuck the flap in 6. Press the velcro strips together 7. Be sure that the end of the grate is completely covered by the flap or the Dandy Bag will not work properly 8. Holding the handles, carefully place the Dandy Bag with the grate inserted into the catch basin frame 9. Provide a depression area around catch basin to provide storage of runoff water above Dandy Bag 10. Install Straw Wattles around catch basin to provide additional sediment removal 11. Pump filtered water from catch basin to Cooper Avenue curb & gutter or storm inlet Maintenance After each storm event: To insure proper operation remove silt, sediment, and debris from the surface and the vicinity of the unit with a square point shovel or stiff bristle broom away from environmentally sensitive areas and waterways in manner satisfactory to the engineerlinspector. Remove fine material from inside Dandy Bag as needed. Dispose of Dandy Bag no longer in use at on appropriate recycling or solid waste facility. Inlet lnspection To inspect inlet, remove Dandy Bag with grate inside, inspect catch basin and replace Dandy Bag bock into grate frame. TRUE DAM OVERFLOW GAP ALLL MC W/ T1 POST (2" X 2" NOMINAL) SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST 6" x 6" TRENCH FLOW STANDARD FABRIC IS A WOVEN FLAP FOLDS OVER MONOFILAMENT TO ENCLOSE LOW POINT SUMP DETAIL N. T.S. TRUE DAM !OPE 40UND INLET Installation and Maintenance Guidelines Installation: Place True Dom on ground with aggregate pouch on street side near the inlet on which it will be installed. Open Velcro access pouch located on the street side edge of the unit. If using optional absorbents, place absorbent sock in pouch and push to back of pouch. Fill pouch with aggregate to a level that will keep the unit in place during a rain event and create a seal between the True Dam and the surface of the street. Reseal Velcro access. Center the unit against a curb or median inlet opening so that the curb side of the unit creates a seal with the curb and inlet structure. There should be an equal length of the True Dam overhanging on each side of the opening. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. CURB INLET PROTECTION DETAIL N. TS. SLOPE INSTALLATION NOTES. 1. THE AREA WHERE THE GEOGRID /S PLACED SHOULD BE CLEARED OF ANY OBJECTS THAT WILL CREATE A VOID CONDITION. THE GEOGRIDS NEEDS TO BE IN DIRECT CONTACT WITH THE SO/L. 2. THE GEOGRID SHALL BE LAID SMOOTH, WITHOUT WRINKLES OR FOLDS, ON THE PREPARED SUBGRADE /N THE DIRECTION PARALLEL TO THE SLOPE. ADJACENT GEOGRID ROLLS SHALL BE OVERLAPPED AT LEAST 24 INCHES. OVERLAPS SHALL BE IN THE DIRECTION AS SHOWN ON THE DETAIL. 3 SOME TENSION ON THE GEOGRID /S REQUIRED PRIOR TO THE PLACEMENT OF THE FILL MATERIAL. ANY METHOD OF TENSION IS ACCEPTABLE. IF STAPLES OR STAKES ARE USED, THEY NEED TO BE PLACED THROUGH THE OPEN/NGS OF THE GEOGRID, DO NOT DAMAGE THE GEOGRID. TENS/ON SHOULD BE MAINTAINED UNTIL SOIL COVER IS COMPACTED. 4 BEGIN AT TOP OF THE SLOPE BY ANCHORING THE GEOGRID /N A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF GEOGRID EXTENDED BEYOND THE UP-SLOPE PORT/ON OF THE TRENCH. ANCHOR THE GEOGRID WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. SECURE GEOGRID OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE GEOGRID. 5 CONSECUTIVE GEOGRID SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 24" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENT/RE GEOGRID WIDTH. 6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLES/STAKES LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE GEOGRID. APPROX/MATE FINISHED GRADE FURROWS 2" TO 4" DEEP PARALLEL TO CONTOURS PLACEMENT OF FILL MATERIAL: 1. CARE SHOULD BE TAKEN TO PREVENT WRINKLES AND/OR MOVEMENT OF THE GEOGRID DURING FILL PLACEMENT AND SPREADINGG, 2. WHEN PRACTICAL, FILL IS TO BE PLACED IN THE DIRECTION IN WHICH THE REINFORCEMENT WAS LAID OUT, TO A/D TENSIONING. RUBBER -TIRED EQUIPMENT /S ALLOWED TO PASS OVER BARE REINFORCEMENT AT SLOW SPEEDS, (LESS THAN 10 MPH) AND WITHOUT SUDDEN BRAKING. TRACK EQUIPMENT SHOULD NOT BE ALLOWED ONTO UNCOVERED REINFORCEMENT UNTIL ALL SIX INCHES OF TOPSOIL HAS BEEN PLACED. J. TENSION SHOULD BE MAINTAINED IN THE GEOGRID UNTIL AT LEAST 70 PERCENT OF THE GRID AREA /S COVERED WITH FILL. PROPER TENSIONING IS REQUIRED TO MINIMIZE FAC/NG MOVEMENT FOR REINFORCED SOIL STRUCTURES. THE GEOGRID SHOULD NOT BE SPLICED. TURF REINFORCEMENT SLOPE INSTALLATION DETAIL N. TS. 6" MIN. TOPSOIL LAYER, TYP. SURFACE ROUGHEN/NG INSTALLATION NOTES 1. SURFACE ROUGHENING SHALL BE PROVIDED ON ALL AREAS SHOWN ON THE PLAN WITHIN 2 DAYS OF COMPLETION OF FIN/SHED GRADE (FOR AREAS NOT RECEIVING TOPSOIL) OR WITHIN 2 DAYS OF TOPSOIL PLACEMENT. 2. AREAS WHERE SOD IS TO BE PLACED WITHIN 7 -DAYS OF FINISHED GRADING WILL NOT BE REQUIRED TO HAVE SURFACE ROUGHEN/NG WORK CONDUCTED ON THE AREA. 3. 4> DISTURBED SURFACES SHALL BE ROUGHENED US/NG RIPPING OR TILLING EQUIPMENT ON THE CONTOUR, OR TRACK/NG UP AND DOWN A SLOPE USING EQUIPMENT TREADS, SURFACE ROUGHEN/NG SHALL BE AVO/DED IN AREAS WERE EXCAVATION HAS EXPOSED A STABLE ROCK FACE. SURFACE ROUGHEN/NG MAINTENANCE NOTES 1. DURING CONSTRUCTION, THE CONSTRUCTION MANAGER SHALL INSPECT THE SURFACE ROUGHEN/NG WEEKLY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. 2. VEHICLES AND EQUIPMENT SHALL GENERALLY BE CONFINED TO ACCESS DRIVES AND SHALL NOT BE DRIVEN OVER AREAS THAT HAVE BEEN SURFACE ROUGHENED. J. IN NON -TURF GRASS FIN/SHED AREAS, SEED/NG AND MULCHING SHALL TAKE PLACE DIRECTLY OVER SURFACE ROUGHENED AREAS WITHOUT FIRST SMOOTHING OUT THE SURFACE. 4. IN AREAS NOT SEEDED AND MULCHED AFTER SURFACE ROUGHEN/NG, SURFACES SHALL BE RE -ROUGHENED AS NECESSARY TO MAINTAIN GROOVE DEPTH AND SMOOTH OVER ANY RILL EROSION. SURFACE ROUGHEN/NG SR NOT TO SCALE FGM FGM FLEX/BLE GROWTH MED/A/MATRIX COMBINES BOTH CHEM/CAL AND MECHANICAL BONDING TECHNIQUES (TACKIFIER) TO LOCK THE MATRIX IN PLACE. IS COMPOSED OF CRIMPED, MANMADE FIBERS, ORGANIC FIBERS, AND PERFORMANCE ENHANCING ADDITIVES THAT FORM LOFTY, INTERLOCKING MATRIXES. HAS AIR SPACES AND WATER ABSORBING CAV/TIES TO IMPROVE SEED GERMINATION, REDUCE THE IMPACT OF RAINDROPS AND MINIMIZE SOIL LOSS FLEXIBLE F GROWTH MED/A/MATRIX INSTALLATION NOTES 1. COMPONENTS ARE PRE-PACKAGED BY THE MANUFACTURER TO ASSURE MATER/AL PERFORMANCE. UNDER NO CIRCUMSTANCES /S FIELD MIXING OF MATERIALS, ADDITIVES OR COMPONENTS ACCEPTED. 2 CONTRACTOR SHOULD BE CERTIFIED AND TRAINED IN THE PROPER PROCEDURES FOR MIXING AND APPLYING FGM, APPROVED HYDRAULIC SEED/NG/MULCHING MACHINES WITH FAN -TYPE NOZZLE (50 -DEGREE TIP) SHOULD BE USED FOR APPLICATION. APPLICATION SHOULD BE FROM OPPOSING DIRECTIONS TO THE SOIL SURFACE IN SUCCESS/VE LAYERS TO ACHIEVE MAXIMUM COVERAGE OF ALL EXPOSED SOIL. 3. comPLY WITH MANUFACTURE'S RECOMMENDED APPLICATION RATE. INSPECTION AND MAINTENANCE NOTES 1. CHECK AREAS FOR DISLOCATION OR FAILURE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER A STORM PRODUCING 1/2 INCH OR MORE OF PRECIPITATION. 2. REAPPLY TO DISTURBED AREAS AS NECESSARY PER MANUFACTURE'S INSTRUCT/ONS. J. APPLICATION EQUIPMENT SHOULD BE MAINTAINED TO PROVIDE A UNIFORM APPLICATION RATE. PERMANENT SEED/NG PP Pf' PERMANENT PLANT/NG ROC ROC ROCK/LOG ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER BY PLANTING SEED ON ROUGH -GRADED AREAS TO DEVELOP A PERMANENT, LONG-LIVED VEGETATIVE COVER. USED IN CONJUNCTION WITH HEAVY MULCHING OR FGM. SEED SELECT/ON SHOULD BE INDIGENOUS TO THE ASPEN AREA AND APPROVED BY THE CITY OF ASPEN PARKS DEPARTMENT. ESTABLISHMENT OF WOODY VEGETATION ON ROUGH -GRADED AREAS THAT HAVE BEEN PERMANENT SEEDED OR SODDED WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS DESIRED ON FINE -GRADED AREAS USED /N CONJUNCTION WITH MULCHING/FGM AND SEEDING. PLANTS SHOULD BE A COMBINATION OF DEEP AND SHALLOW ROOTED AND INDIGENOUS TO THE ASPEN AREA. IF THERE ARE OPEN AREAS BETWEEN PLANTS, PLACE SMALLER BOULDERS OR LOGS TO OBSTRUCT THE PATH OF DRAINAGE THAT MAY BECOME CONSOLIDATED. THIS AIDS /N PREVENT/NG THE DEVELOPMENT OF RILLS ON THE SLOPES. USE /N CONJUNCT/ON WITH PS AND PM. OW OF fai°£ DIP CAP DEAD END s _c TION EE GATE VALVE 90', 45*, 22.5*, OR 11.25' ELBOW HORIZONTAL OR COACRETE ADCAMOCKS 507TOM OF VERTICAL AAdYA" S44WACE REARM AREA (W SWIME Fa) CONCRETE THRUST RESTRAINT DETAILS AN OPEN RAELD /N STREET REPLACE STREET CUTS PER ASPEN RW CUT APEQt MMEN7S SEE C04 DRAtl9EM^r EW 210-4 EXIST7NC DIRT OR T7JP50IL AREA _...,----- A57'Fd11LT � oVF/PIdP WATER MAIN TRENCH CROSS SECTION N. TS CC X COMlPRES•SADN 7 TYPE A; PLACE BOX AT AND ACCES•SYME POAVT AT DR NEAR THE P/li0MMY LINE PROPERTY 2' f/_ LAN£ D"A77ON NO 4 SOLD BARE cDPp,ER rtww W/R£ BR4ZE OR CLAMP Til CORP. 57OIP-RUN TO IOP OF CURB BOX % I SrANDARDS 1 C /d- LID 112' B120W RNAL CRAt)IE- TYPE cmw BOX BASE 1' UPPER SEC77ON, PENTAa W HEW PLUG. 1 112" & LARGER REOURES LARGER B4SE PLACE 112 CU /.(� FpT� BOX . GR41 AROUND BO TAE SlERME FO 8t&DNVG OR GP. CUR8 5770P A/ MUN TYPE BALL VALVE COAfi%ESS/ON TYPE L FOR ALL NON -DIRECT TAPS ON SERVICE LINES PROVAOE SS DOUBLE STRAP EPDXY C041ED SERVICE SADOLE (NOT SHOWN) W/SS 80t75 TYP. WA TER SERVICE DETAIL 112' tdiLVF sar AAARIKED 7N4TER' sew AF WOLVE 610X TOP BE 1/2' BELOW FA W W G76AD£ t � ♦ / 1 / rsirV iii:. CAD NEW ALL .KXMS AND R nAYG4 G • . ; ; SEE CE7E ATE REACWN BLOCK VALW ; DETAL - LAASUTABLE 50" ONLY TYPICAL GA TE UAL UE N. T,S6 AA77ES 1. ALL WQPES TO BE ARO x AAI ARAMUR WKS OR FRE-AAoWWO ELIINWIawr WN MER'A LUW 1 ARO WALVES AV CUR$, OL97ER OR WULEY PANS: &VSTAUED WiLWS MCH CCAAF7,ICT WNCO MEIr ARE45 SWILL BE RELOG4IED AT VE COM7RS4LM'S EXPPAM .1 ALL jawlS MIO F7T WOS 7V BE CAD NlELAED RE0OW VY M I WAWE- m r1E' 1 FAEL0 caqwnOAS, AND SCA2 COAV1170M. CITY OF ASPEN AFSOMS ?WRK/�11T TO Cy34AA^/E OR A00A4zY THESE WARS AT ANY Tse C/7Y OF ASPEN LS RE00KED 70 BE CONTACTED ARW TO 1.15E OF THESE DiE7AXS 970--m-5118 Avr m ESLr USED M1TIAOUT MY CLF ASPEN CGIAISEM. M/I Ak" V01-thE 0= COACWHTF r -M F/77,hw VB?TIGAL 77%mdST a:om /N cu ms 6�71C1- A/4G1.E PAS' 5/2L STAIR: PRESMOF = 150 PSI 2Vl/2? STATIC^ PRMW = 200 PM 4' DAavaatar now BEAUS 6" TEE OR DEAD DW TEE OR DEAD DW Blows BE7YD5 0.5 TEE OR DEM EAR? TEE OR DD40 ENO 11-114 22-112 45 SO 190 11-114 M-14 45 W 90 6' 1.00 1.25 2_50 4.50 325 f.00 f.50 .100 350 4.00 49' 1.00 225 4.25 600 5450 1.25 2.75 400 A50 6.75 10, 1.75 315 !£50 12.00 850 2,00 400 7.75 1425 ram 12' 225 4.75 91010 f6.75 1200 275 m 11.00 moo 14,00 14' 275 525 moo 1800 16.00 .125 &50 1275 2.150 1100 16' ,150 710 1.150 2475 21450 425 850 16650 ,41650 24175 149' 450 am 1700 31.00 26600 325 tam 75 _V00 .1.00 CONCRETE THRUST RESTRAINT DETAILS AN OPEN RAELD /N STREET REPLACE STREET CUTS PER ASPEN RW CUT APEQt MMEN7S SEE C04 DRAtl9EM^r EW 210-4 EXIST7NC DIRT OR T7JP50IL AREA _...,----- A57'Fd11LT � oVF/PIdP WATER MAIN TRENCH CROSS SECTION N. TS CC X COMlPRES•SADN 7 TYPE A; PLACE BOX AT AND ACCES•SYME POAVT AT DR NEAR THE P/li0MMY LINE PROPERTY 2' f/_ LAN£ D"A77ON NO 4 SOLD BARE cDPp,ER rtww W/R£ BR4ZE OR CLAMP Til CORP. 57OIP-RUN TO IOP OF CURB BOX % I SrANDARDS 1 C /d- LID 112' B120W RNAL CRAt)IE- TYPE cmw BOX BASE 1' UPPER SEC77ON, PENTAa W HEW PLUG. 1 112" & LARGER REOURES LARGER B4SE PLACE 112 CU /.(� FpT� BOX . GR41 AROUND BO TAE SlERME FO 8t&DNVG OR GP. CUR8 5770P A/ MUN TYPE BALL VALVE COAfi%ESS/ON TYPE L FOR ALL NON -DIRECT TAPS ON SERVICE LINES PROVAOE SS DOUBLE STRAP EPDXY C041ED SERVICE SADOLE (NOT SHOWN) W/SS 80t75 TYP. WA TER SERVICE DETAIL 112' tdiLVF sar AAARIKED 7N4TER' sew AF WOLVE 610X TOP BE 1/2' BELOW FA W W G76AD£ t � ♦ / 1 / rsirV iii:. CAD NEW ALL .KXMS AND R nAYG4 G • . ; ; SEE CE7E ATE REACWN BLOCK VALW ; DETAL - LAASUTABLE 50" ONLY TYPICAL GA TE UAL UE N. T,S6 AA77ES 1. ALL WQPES TO BE ARO x AAI ARAMUR WKS OR FRE-AAoWWO ELIINWIawr WN MER'A LUW 1 ARO WALVES AV CUR$, OL97ER OR WULEY PANS: &VSTAUED WiLWS MCH CCAAF7,ICT WNCO MEIr ARE45 SWILL BE RELOG4IED AT VE COM7RS4LM'S EXPPAM .1 ALL jawlS MIO F7T WOS 7V BE CAD NlELAED RE0OW VY M I WAWE- m r1E' 1 FAEL0 caqwnOAS, AND SCA2 COAV1170M. CITY OF ASPEN AFSOMS ?WRK/�11T TO Cy34AA^/E OR A00A4zY THESE WARS AT ANY Tse C/7Y OF ASPEN LS RE00KED 70 BE CONTACTED ARW TO 1.15E OF THESE DiE7AXS 970--m-5118 Avr m ESLr USED M1TIAOUT MY CLF ASPEN CGIAISEM. M/I Ak" V01-thE 0= COACWHTF r -M F/77,hw VB?TIGAL 77%mdST a:om /N cu ms 6�71C1- A/4G1.E PAS' 5/2L 57AW ARESSME - 250 PW 2Vl/2? SU77C PAE53OW - JW PSY 4' DAavaatar 0.3 BEAUS 6" 03 TEE OR DEAD DW ,q. BE7YD5 0.5 /0 TEE OR DD40 ENO /0" If -114 22-1/2 45 190 . TEE 11-1/4 22-112 45 90 t�NGRE7E- R64CTAON 8' 1.00 1.7.7' .1.50 6650 430 110 ZOO 400 725 500 8' 1.50 3.041 6,00 11.00 7.75 1.75 350 575 12;50 9.00 10' 125 450 S!OO 16650 IL75 275 8,25 Yam r875 1.125 12' .125 6£564 1250 j 2,125 16.50 175 750 14650 26450 1875 14' 4010 775 1100 2800 2200 450 9100 f7.50 32.25 25400 16 5.00 moo 1150 Ja00 2850 5475 x1.50 22.50 41.50 3250 18' 825 1250 24,50 4S[25 36.00 7.25 1450 2825 5225 4400 CONCRETE THRUST RESTRAINT DETAILS AN OPEN RAELD /N STREET REPLACE STREET CUTS PER ASPEN RW CUT APEQt MMEN7S SEE C04 DRAtl9EM^r EW 210-4 EXIST7NC DIRT OR T7JP50IL AREA _...,----- A57'Fd11LT � oVF/PIdP WATER MAIN TRENCH CROSS SECTION N. TS CC X COMlPRES•SADN 7 TYPE A; PLACE BOX AT AND ACCES•SYME POAVT AT DR NEAR THE P/li0MMY LINE PROPERTY 2' f/_ LAN£ D"A77ON NO 4 SOLD BARE cDPp,ER rtww W/R£ BR4ZE OR CLAMP Til CORP. 57OIP-RUN TO IOP OF CURB BOX % I SrANDARDS 1 C /d- LID 112' B120W RNAL CRAt)IE- TYPE cmw BOX BASE 1' UPPER SEC77ON, PENTAa W HEW PLUG. 1 112" & LARGER REOURES LARGER B4SE PLACE 112 CU /.(� FpT� BOX . GR41 AROUND BO TAE SlERME FO 8t&DNVG OR GP. CUR8 5770P A/ MUN TYPE BALL VALVE COAfi%ESS/ON TYPE L FOR ALL NON -DIRECT TAPS ON SERVICE LINES PROVAOE SS DOUBLE STRAP EPDXY C041ED SERVICE SADOLE (NOT SHOWN) W/SS 80t75 TYP. WA TER SERVICE DETAIL 112' tdiLVF sar AAARIKED 7N4TER' sew AF WOLVE 610X TOP BE 1/2' BELOW FA W W G76AD£ t � ♦ / 1 / rsirV iii:. CAD NEW ALL .KXMS AND R nAYG4 G • . ; ; SEE CE7E ATE REACWN BLOCK VALW ; DETAL - LAASUTABLE 50" ONLY TYPICAL GA TE UAL UE N. T,S6 AA77ES 1. ALL WQPES TO BE ARO x AAI ARAMUR WKS OR FRE-AAoWWO ELIINWIawr WN MER'A LUW 1 ARO WALVES AV CUR$, OL97ER OR WULEY PANS: &VSTAUED WiLWS MCH CCAAF7,ICT WNCO MEIr ARE45 SWILL BE RELOG4IED AT VE COM7RS4LM'S EXPPAM .1 ALL jawlS MIO F7T WOS 7V BE CAD NlELAED RE0OW VY M I WAWE- m r1E' 1 FAEL0 caqwnOAS, AND SCA2 COAV1170M. CITY OF ASPEN AFSOMS ?WRK/�11T TO Cy34AA^/E OR A00A4zY THESE WARS AT ANY Tse C/7Y OF ASPEN LS RE00KED 70 BE CONTACTED ARW TO 1.15E OF THESE DiE7AXS 970--m-5118 Avr m ESLr USED M1TIAOUT MY CLF ASPEN CGIAISEM. M/I Ak" V01-thE 0= COACWHTF r -M F/77,hw VB?TIGAL 77%mdST a:om /N cu ms 6�71C1- A/4G1.E PAS' 5/2L Cl. RNVG & CORM 2Vl/2? 45? 4' 0.2 0.3 0.5 6" 03 06 ,q. 8" 0.5 /0 /.7 /0" Q8 14 27 MAM 410 CU ma Fri? a, • 45? It4N1AGVE LiQ.A6S7111�8^1XJN �,>� 1. U65W ME -R -NV( AWOR69D "WET (2 LAYERS) OR C F&ff ON FYAC£ EA<7MMW AU 6YJT7 W S£C7AAv BARREL SEC'TUM; 00AIDWYE "W MASS AAD TOP CAS AAM 2. 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RATED. 3) ALL HYfXI W LEAD PIPNVG 70 EOE 6' D•%P• 4) HYDRANT LOG4770YV 70 8E PER 00A FIRE DEPT. REOUARMENU FOR D/STANCE FROM BACK OF CURB OR EDGE OF SAWWER TO FIRE HYDRANT 5) A/£ULLER FAF HYDRANTS TO EAE- USED 6) CAD WELD ALL JOIN75 AND F77 TMS 7) SWIVEL W A64Y BE USM "Jw"noer Revision Description By Qete CITY OF ASPEN WATER DEPARTMENT FIRE HYDRANT ASSEM8L Y INSTALLATION DETAIL ALL WATER LINE EXTENSIONS PLAN 12' OF 314' 5CMWAED ROCK BELOW AFL; AWE* FAFr CiOKN AS SPECFAED PLACE ROM TD AADNT AF PAS - EI 11 TION LOCATE AT ANY tACH POIOJT N4 ?wSYSTEaF REGARDL.E55' OF DMA' At O1Ti4M'IMG LOGAWt& AR F AVF maw CW LKdIWJYVGS COMBINA TION AIR I/AL ISE I ANH01 B DE AIL STANDARD DETAILS FOR WATER LINES iz TOTAL RMC77aw DF som Ppim W47ER Lf" AT SAME R.EViAT1DN ADJACENT WATER LINES IN THE SAME TRENCH T CONMAC70P TO DIEFLECT JOWTS-- AS RfECt/ M 70 MAN4TMV 18' MN. SEPARA70V W1 NO A00170YAL HIGH POWYS CAR LOW PMYS CREATED x -AEW WATERLAV£ 'L-1ISMAnaV FQR 44 ERAF (SEE MUMN N AZWON BELOW) EL EVA TION WA TERLINEICUL VERT CROSSING INSULA TION SECTION AAO Sr" C-900 USE Saw &ave GY11A0iMK�S IF DA4946M - - - - - FERAAGIO TYPE MOT ALLOtNED ry rd• .T.. 10• ` C17NM'AC7ED RAADSCW A617E7T[AL COAEmay /t: NEW N14T£R AWN BELOW EXIST. MWER AKW HEAWLY COMWIED '11-CENAM 1 FbU .haw dA1W10RTF0 av AMTw AIT'L ,� OR LEAN LOA MME (� J!1 N047E9P AMILACE WIN C-900 � EXPIOSED 014 AAAtA6:E27 VW WED St&rW CMRAM' SEM? FEMW TYRE NOT ALLONED CDAMOII7KMI Ail: AEW 04MR AM LESS THW 149' A80Wi EX= &-MLR MW 1) SEW L/HE M BE CONST?X70 OF OW .0WT (149• AIAWMIIAQ OF C-900 PK OR-fS APA, AENIERED OM &E*ER/i Y9? LOAF FDR ASIMMOM&AR OWSSM. Fi7Y4 SKEW mosom USE C-900 PIPE LAV71L AA?R1ZOIVTAL _101 I ATAOW EXCEEDS 10: 9SEE ACSO DEWS AAAI S7°EEMA7AMS Fa? ADOMOAWL AWFORAN7XW 0TER AAV SEM LAVE CROSSMS W4 TER r/ SEWER CROSSING 'LaughlinDESIGN: LaughliWater GDD Brewing Number; Engineers, Ltd. DETAIL: CHECK: GDD PROJECT NUMBER GDD D-1 "'P^"e� Tq7°-9�"'°�° Afl L DEVELOPMENT P�eR Cnic/e� 81671 F970.925.7974 DATE; JANUARY 25, ZOi