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HomeMy WebLinkAboutFile Documents.634 W Hopkins Ave.0106-2021-BRES (36)Parks Markup Summary 1 634 W Hopkins - 0106-2021-BRES Page: 1 Author: davidr Date: 8/31/2021 4:07:05 PM File Name: 90.Landscape Drawings.2021.06.28.pdf and by the City Forester in writing. An inspection of this fence by the City Forester or his designee is required before activity can occur. 1 (5) Page: 1 Author: davidr Date: 8/31/2021 4:20:12 PM File Name: 90.Landscape Drawings.2021.06.28.pdf Except in areas of driplines of trees that are to be retained. Page: 1 Author: davidr Date: 8/31/2021 4:02:42 PM File Name: 90.Landscape Drawings.2021.06.28.pdf a 6' fabric lined fence Page: 1 Author: davidr Date: 8/31/2021 4:04:23 PM File Name: 90.Landscape Drawings.2021.06.28.pdf Preface this comment with: PRIOR to any activity, Page: 1 Author: davidr Date: 8/31/2021 4:01:18 PM File Name: 90.Landscape Drawings.2021.06.28.pdf Ditches are historic and as such should be natural and not planted per HPC. Parks will require turf grass along ditch edge if existing design changes. FENCING AND SHALL OWNER. NO WNERS, EMOVE TREES, BS FOR REMOVAL CITY FORESTER) S OTHERWISE NOTED OF 18 INCHES CENT TREES. and by the City Forester in writing. An inspection of this fence by the City Forester or his designee is required before activity can occur. REMOVALS AND PRESERVATION NOTES 1. THE CONTRACTOR SHALL CAREFULLY REMOVE AND PROTECT ALL ITEMS IDENTIFIED TO REMAIN AND TO BE SALVAGED. 2. THE CONTRACTOR SHALL SAWCUT ALL PAVEMENT CLEANLY AND IN A STRAIGHT LINE TO THE NEAREST CONCRETE JOINT OR AS SHOWN ON THE DRAWINGS FOR BITUMINOUS PAVEMENT . 3. THE CONTRACTOR SHALL LEGALLY DISPOSE OF ALL ITEMS INDICATED FOR REMOVAL OFF THE PROPERTY. ITEMSIDENTIFIED TO BE REMOVED AND SALVAGED SHALL BE CAREFULLY DETACHED OR DECONSTRUCTED TO PREVENTDAMAGE AND PROPERLY STORED FOR THE OWNER AND/OR FOR REINSTALLATION. THE CONTRACTOR SHALL PROTECTALL ITEMS TO REMAIN THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL PHOTOGRAPH THE SITE PRIOR TOBEGINNING WORK TO DOCUMENT EXISTING CONDITIONS. 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING TREES TO REMAIN WITH STURDY, WEATHERPROOF FENCING AND SHALL NOT ALTER GRADES BELOW THE DRIP LINE UNLESS APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER. NO MATERIALS SHALL BE STORED UNDER THE DRIP LINES OF EXISTING TREES TO REMAIN. 5. THE CONTRACTOR SHALL CONFIRM ALL TREE AND SHRUB REMOVALS WITH THE ADJACENT LAND OWNERS,HOMEOWNER'S ASSOCIATIONS, AND LOCAL REGULATORY BODIES PRIOR TO REMOVALS. DO NOT REMOVE TREES,SHRUBS, AND OTHER VEGETATION INDICATED TO REMAIN OR TO BE RELOCATED. TREES AND SHRUBS FOR REMOVALBORDERING OR ON PROPERTY LINES SHALL BE REVIEWED AND APPROVED BY THE NEIGHBOR (AND CITY FORESTER)PRIOR TO REMOVAL. 6. TREES REMOVED SHALL BE EITHER MULCHED OR LEGALLY DISPOSED OF OFF THE PROPERTY UNLESS OTHERWISE NOTED FOR REUSE. GRIND DOWN STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRIS TO A DEPTH OF 18 INCHES BELOW EXPOSED SUBGRADE, EXCEPT WHERE GRINDING WOULD IMPACT OTHER ROOTS FROM ADJACENT TREES. 7. THE CONTRACTOR SHALL STRIP TOPSOIL TO DEPTH OF 6 INCHES OR AS FOUND ON SITE IN A MANNER TO PREVENTINTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTE MATERIALS. REMOVE SUBSOIL AND NONSOIL MATERIALSFROM TOPSOIL, INCLUDING CLAY LUMPS, GRAVEL, AND OTHER OBJECTS MORE THAN 1.5 INCHES IN DIAMETER; TRASH,DEBRIS, WEEDS, ROOTS, AND OTHER WASTE MATERIALS. 8. STOCKPILE TOPSOIL AWAY FROM EDGE OF EXCAVATIONS WITHOUT INTERMIXING WITH SUBSOIL. GRADE AND SHAPESTOCKPILES TO DRAIN SURFACE WATER. COVER TO PREVENT WINDBLOWN DUST AND EROSION BY WATER. LIMIT HEIGHT OF TOPSOIL STOCKPILES TO 72 INCHES. DO NOT STOCKPILE TOPSOIL WITHIN TREE PROTECTION ZONES. 9. CONTRACTOR SHALL PREPARE AN EXCAVATION AND LAYBACK PLAN FOR LANDSCAPE ARCHITECT REVIEW TO DETERMINETHE CONSTRUCTION IMPACTS TO THE EXISTING LANDSCAPE, INCLUDING THE PRESERVATION OF EXISTING TREES ANDOTHER FEATURES. 10. CALL CITY OF ASPEN FORESTER (970.492.2031) FOR AN INSPECTION OF THE TREE PROTECTION FENCING PRIOR TO ANYCONSTRUCTION ACTIVITY. DO NOT CUT ROOTS THAT ARE TWO INCHES OR LARGER IN DIAMETER WITHOUT THE EXPRESSWRITTEN CONSENT OF THE CITY FORESTER. 11. THE CONTRACTOR SHALL PROTECT ALL EXISTING TREES TO REMAIN WITH STURDY, WEATHERPROOF FENCING (6' HT MESH PANEL FENCE WITH TARPAULIN COVER PER COA REQUIREMENTS) AND SHALL NOT ALTER GRADES BELOW THE DRIPLINE UNLESS APPROVED BY THE CITY FORESTER. NO MATERIALS SHALL BE STORED UNDER THE DRIP LINES OF EXISTINGTREES TO REMAIN. CIVIL ENGINEER CLEAR OR CLEA CONCRETE DIAMETER DRAWING CIVIL CLR CONC DIA DWG FINISH DECK EL FINISH GRADE E FEET IRRIGATION FD FG FT IRR FINISH FLOOR EFFE EQUAL OR EQUEQ INTERNATIONALIRC IBC INTERNATIONAL CONCRETE MACMU DETAILDTL EXPANSION / ISEJ CONTROL JOINCJ ELECTRICAL ORELEC CENTERCTR CONTRACT DOCCDS EXISTINGEX FLOOR AREA RAFAR Except in areas of driplines of trees that are to be retained. 13. THE WORK SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYAPPROPRIATE TRADES. 14. REFER TO THE SIGNED AND SEALED EXISTING CONDITIONS SURVEY AS PROVIDED BY THE SURVEYO 15. REFER TO AND COMPLY WITH THE GEOTECHNICAL ENGINEER'S CONTRACT DOCUMENTS, INCLUDIN THE SOILS ENGINEER SHALL REVIEW THE SITE GRADING, BASE PREPARATION, EXCAVATION, FILL, ACONDITIONS PRIOR TO AND DURING CONSTRUCTION. 16. REFER TO AND COMPLY WITH THE CIVIL ENGINEER'S CONTRACT DOCUMENTS FOR GRADING, DRAIN SOIL EROSION CONTROL. THESE ELEMENTS MAY BE SHOWN DIAGRAMMATICALLY ON THE LANDSCDRAWINGS, BUT CONDITIONS REPRESENTED ON THESE DRAWINGS DO NOT CONSTITUTE THE GRAD UTILITIES PLAN. THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AWAY FROM ALL STRUCT 17. REFER TO AND COMPLY WITH THE STRUCTURAL ENGINEER'S CONTRACT DOCUMENTS AND RECOMMINCLUDING BUT NOT LIMITED TO VERTICAL AND HORIZONTAL CONCRETE AND OTHER ELEMENTS RE ENGINEERING. 18. REFER TO AND COMPLY WITH THE ARCHITECT'S CONTRACT DOCUMENTS. REMOVALS AND PRESERVATION NOTES 1. THE CONTRACTOR SHALL CAREFULLY REMOVE AND PROTECT ALL ITEMS IDENTIFIED TO REMAIN AN 2. THE CONTRACTOR SHALL SAWCUT ALL PAVEMENT CLEANLY AND IN A STRAIGHT LINE TO THE NEAROR AS SHOWN ON THE DRAWINGS FOR BITUMINOUS PAVEMENT . 3. THE CONTRACTOR SHALL LEGALLY DISPOSE OF ALL ITEMS INDICATED FOR REMOVAL OFF THE PROP IDENTIFIED TO BE REMOVED AND SALVAGED SHALL BE CAREFULLY DETACHED OR DECONSTRUCTEDAMAGE AND PROPERLY STORED FOR THE OWNER AND/OR FOR REINSTALLATION. THE CONTRACTO ALL ITEMS TO REMAIN THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL PHOTOGRAPH THBEGINNING WORK TO DOCUMENT EXISTING CONDITIONS. 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING TREES TO REMAIN WITH STURDY, WEATHERPROO NOT ALTER GRADES BELOW THE DRIP LINE UNLESS APPROVED BY THE LANDSCAPE ARCHITECT ANDMATERIALS SHALL BE STORED UNDER THE DRIP LINES OF EXISTING TREES TO REMAIN. 5. THE CONTRACTOR SHALL CONFIRM ALL TREE AND SHRUB REMOVALS WITH THE ADJACENT LAND O HOMEOWNER'S ASSOCIATIONS, AND LOCAL REGULATORY BODIES PRIOR TO REMOVALS. DO NOT RSHRUBS, AND OTHER VEGETATION INDICATED TO REMAIN OR TO BE RELOCATED. TREES AND SHRU BORDERING OR ON PROPERTY LINES SHALL BE REVIEWED AND APPROVED BY THE NEIGHBOR (ANDPRIOR TO REMOVAL. 6. TREES REMOVED SHALL BE EITHER MULCHED OR LEGALLY DISPOSED OF OFF THE PROPERTY UNLE FOR REUSE. GRIND DOWN STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRIS TO A DEPTH BELOW EXPOSED SUBGRADE, EXCEPT WHERE GRINDING WOULD IMPACT OTHER ROOTS FROM ADJA 7. THE CONTRACTOR SHALL STRIP TOPSOIL TO DEPTH OF 6 INCHES OR AS FOUND ON SITE IN A MANN INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTE MATERIALS. REMOVE SUBSOIL ANDFROM TOPSOIL, INCLUDING CLAY LUMPS, GRAVEL, AND OTHER OBJECTS MORE THAN 1.5 INCHES IN DEBRIS, WEEDS, ROOTS, AND OTHER WASTE MATERIALS. 8. STOCKPILE TOPSOIL AWAY FROM EDGE OF EXCAVATIONS WITHOUT INTERMIXING WITH SUBSOIL. G a 6' fabric lined fence REMOVALS 1. THE CONT 2. THE CONT OR AS SHO 3. THE CONT IDENTIFIED DAMAGE A ALL ITEMS BEGINNIN 4. THE CONT NOT ALTER MATERIAL 5. THE CONT HOMEOWN SHRUBS, A BORDERIN Preface this comment with: PRIOR to any activity, DESIGN INTENT THIS LANDSCAPE IS GUIDED BY THE FOLLOWING OBJECTIVES: UNITE THE ARCHITECTURAL INTERIORS THROUGH THE DEVELOPMENT OF FLEXIBLE EXTERIOR LIVING SPACES AND PATHS HELD CLOSE TO THE HOME; CREATE MORE WELCOMING ENTRY EXPERIENCES BY ESTABLISHING A CLEAR HIERARCHY IN THE HARDSCAPE, REINFORCED BY LIGHTING AND PLANTING GESTURES; MAINTAIN THE GARDEN CHARACTER OF THE DITCH LINE USING HARDY PERENNIALS; INCORPORATE A DISTILLED PALETTE OF WARM, NATURAL MATERIALS DETAILED IN CLEAN, MODERN APPLICATIONS; ENHANCE THE WINTERTIME AMBIENCE THROUGH INCORPORATION OF LIGHTING AND SCULPTURAL PLANTINGS. THE PROPOSED LANDSCAPE PUSHES ITS GARDENS OUTWARD TO THE STREET WHILE HOLDING LAWN, PAVEMENT, AND DWELLING SPACES CLOSER TO THE ARCHITECTURE. THE DEFINING FEATURE OF THE LANDSCAPE BECOMES THE “CHANNEL GARDEN” THAT ENVELOPS THE PERIMETER OF THE DWELLING. THICKENING THE MOVEMENT OF NATURALIZED PLANTINGS AT THE BORDER OF THE PROPERTY SERVES TO DIRECT VISITORS TO THE TRUE FRONT DOOR AND ALSO ENGAGES THE UPPER STORY LIVING SPACES PROVIDING VIEWS OF THE CHANNEL GARDEN FROM ABOVE. THE LANDSCAPE ADJACENT TO THE HOUSE IS COMPOSED OF RECTANGULAR PLINTHS OF LAWN AND PAVEMENT. PROPOSED SHRUBS AND TREES LEND DEFINITION TO THE PROPERTY PARTICULARLY IN THE WINTER MONTHS WHILE ALSO PROVIDING A TRANSITION IN SCALE FROM THE LARGE COTTONWOODS ALONG THE STREET. A FEW KEY PLANTING AREAS DRAW ON THE COLORS AND TEXTURES OF THE CHANNEL GARDEN FOR AN OVERALL SENSE OF UNITY WITHIN THE LANDSCAPE. A RESTRAINED MATERIALS PALETTE WILL EXHIBIT A NATURAL, TEXTURAL CHARACTER OF WARMTH WITHIN A MODERN FRAMEWORK. ABBREVIATIONS (ABBV) THE FOLLOWING ABBREVIATIONS ARE DEFINED AS NOTED: PROJECT LOCATION MAP COURTESY OF USGS. NOT TO SCALE. B&B BALLED AND BURLAPPED BOTTOM OF CURB ELEVATION HEIGHT HIGH POINT ELEVATION BC HP HT GAUGE GALLONS PER MINUTE GA GPM ADJ ADJACENT AVG AVERAGE ARCH ARCHITECT 634 WEST HO LANDSCAPE AR PERMIT SUBMIT GEOTECHNICAL SOILS ENGINEERGEOTECH Ditches are historic and as such should be natural and not planted per HPC. Parks will require turf grass along ditch edge if existing design changes. Page: 2 Author: davidr Date: 9/1/2021 4:46:58 PM File Name: 90.Landscape Drawings.2021.06.28.pdf 2 (2) Page: 2 Author: davidr Date: 9/1/2021 8:25:26 AM File Name: 90.Irrigation Drawings.2021.06.28.pdf Move irrigation valves out from driplines of trees. Air-spade may be required for lateral pipe and heads. Page: 3 Author: davidr Date: 9/1/2021 8:35:40 AM File Name: 90.Civil Drawings.2021.06.28.pdf Abandon in place old water line. Preserve integrity of ditch and sidewalls. 3 (5) Page: 3 Author: davidr Date: 9/1/2021 8:28:18 AM File Name: 90.Civil Drawings.2021.06.28.pdf Verify with ENG if replacement will be required for culvert across alley. Page: 3 Author: davidr Date: 9/1/2021 8:32:37 AM File Name: 90.Civil Drawings.2021.06.28.pdf Protect ditch sidewalls by placing 12" mulch bed on either side of ditch and bridge with metal plate if equipment or machinery will need to access this area. BORING BY CONTRACTOR AT NO COST THE OWNER. 4. THE CONTRACTOR SHALL PROVIDE UNIFORM COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS ANDDIRECT ALL SPRAY AND ROTOR SPRINKLERS AWAY FROM PAVEMENT AND STRUCTURES, INCLUDING FENCING, SCULPTURES, AND OTHER ARCHITECTURAL ELEMENTS. HOLD ALL HEADS 10 INCH MIN FROM THE ARCHITECTURE. 5. CONTRACTOR SHALL VERIFY LOCATIONS OF CONTROL BOXES, MANIFOLDS, CONTROLLERS AND OTHER ABOVE-GRADE FEATURES WITH LANDSCAPE ARCHITECT AND OWNER IN THE FIELD PRIOR TO INSTALLATION. 6. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION AS-BUILT ILLUSTRATING THE SOURCE OF WATER, CONTROL BOX, PSI SYSTEM REQUIREMENTS, GPM, ZONES AND THEIR LOCATIONS, TYPES OF HEADS ON EACH ZONE, WATER USAGE FOR EACH ZONE, CLOCK TYPE, LOCATION AND SCHEDULE , BOOSTER / PUMP TYPE, LOCATION AND SIZE, STORAGE TANK TYPE, LOCATION AND SIZE, WINTERIZATION ASSEMBLY, AND BACKFLOW PREVENTER LOCATION. EX-UE EX-UE EX-UE EX-UE EX-UE EX W LO T M SS SS SS SS SS SS SS SS SS SS N 6 2 ° 2 2 ' 0 8 " E 54. 4 3 ' (N 7 4 ° 1 3 ' 4 5 " W 3 4 8 . 8 7 ' R E C O R D ) W W W W W W W W W WWWW EX-UE EX-UE EX-UE EX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UE EX-UE EX-UE EX-UE EX-UE EX-UE EX-UEEX-UE GGGGGG G G G G G G G G 7932 79 3 5 793 5 LOT M ADJACENT PROPERTY 630 WEST HOPKINS NOT A PART 793 5 7934 7933 79337932 7934 7934 793 4 79 3 3 79 3 4 EX- U E EX - U E EX - U E EX - U E EX - U E EX - U E EX-UE G T T T T T T T WWWWWWWWWWW W WWWWWW W SS SS SS CR A W L S P A C E 003 MEC H 002 STA I R 001 BED R O O M # 1 006 BAT H008 BE D R O O M # 2 009 LA U N D R Y 005 OW N E R C L O S E T 004 DEN010 BU N K 011 BAT H012 BA T H 007 AV013 AW A 1FS (1)2''WIRECONDUIT 9 1" A11 8 1" A12 7 1" A6 8 1" A8 8 1" A7 (1)2''WIRECONDUIT (2)2'' (2)2'' DR 1" A13 DR 1" A1 DR 1" A5 DR 1" A16 DR 1" A15 DR 1" A9 DR 1" A3 DR 1" A4 DR 1" A2 DR 1" A10 DR 1" A14 (1)2'' (1)2'' 114'' 114'' 114'' FOR TREES FOR SHRUBS FOR PERENNIALS FOR TREES FOR TREES FOR SHRUBSFOR TREES FOR PERENNIALS & PERENNIALS (EXISTING)& PERENNIALS (1)2'' (1)2'' (1)2''(2)2'' (1)2'' HO P K I N S A V E N U E SIXTH STREET AL L E Y RESIDENCE PROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINE EX I S T I N G I R R I G A T I O N D I T C H WALKWAY UTILITY/STORAGE EXISTING IRRIGATION DITCH LOMEBA SHIN CME LOCATE COPPER STUBS FROMMECHANICAL ROOM VALVE LOCATIONS. CONNECT, CONVERT TOPOLY HEADER AND DRIP TOPLANTINGS. A15 & A16 SERVES ROOFTOP PLANTING. CO WAREM OF MET COCOCO RETWITRET BE ONOV COCOSHA A POPEA TIE UPSRE: INSTDRSEN TO SUSCO PE8ASS COASSAND ANDCOPRI 1 EXTEND COPPER TO OVER STRUCTURE PLANTING ONGARAGE ROOFTOP. Move irrigation valves out from driplines of trees. Air-spade may be required for lateralpipe and heads. 7934 7933 7934 INLET 1 RIM:7935.57 INV OUT:7933.53 6" PVC +7935.8 6 +7936.06+7935.9 0 +7935.8 6 +79 3 5 . 8 6 TW:793 7 . 9 2 W:7935. 3 6 ATCH E X BW:793 5 . 3 6 MATCH E X TW:793 7 . 9 2 REMOVE FROM MAIN TO PROPERTY LINE ABANDON FROM PROPERTY LINE TO HOUSE POROUS GRAVEL SEE C500 MINIMUM 8' WIDTH FROM ASPHALT TO CURB 6" CURB SEE C500-TYPE B DITCH DISTURBANCE AREA FOR WATER SERVICE REMOVAL PIPE A 0+00 PIPE B 0+00 Alignment=Ditch Flowline Station=0+00.00 Abandon in place old water line. Preserve integrity of ditch and sidewalls. ACE ALS PROPOSED SEWE ALS NE S PIPE A PIPE B Verify with ENG if replacement will be required for culvert across alley. Xref L:\Projects\634 West H o p k i n s A v e n u e \ C A D \ S 2 A - 6 3 4 W H A - X - A R C H - S I T E _ 2 0 2 1 0 2 2 3 . d w g Xref L:\Projects\634 West Ho p k i n s A v e n u e \ C A D \ S 2 A - 6 3 4 W H A - X - A R C H - M A I N _ 2 0 2 1 0 2 2 3 . d w g Xref L:\Projects\634 West Ho p k i n s A v e n u e \ C A D \ S 2 A - 6 3 4 W H A - X - A R C H - L O W E R _ 2 0 2 1 0 2 2 3 . d w g Xref L:\Projects\634 West Ho p k i n s A v e n u e \ C A D \ S 2 A - 6 3 4 W H A - X - A R C H - R O O F _ 2 0 2 1 0 2 2 3 . d w g Xref L:\Projects\634 West Ho p k i n s A v e n u e \ C A D \ S 2 A - 6 3 4 W H A - X - A R C H - U P P E R _ 2 0 2 1 0 2 2 3 . d w g T6 DN (3) STE P STE P STE P DN (5) STE P STE P STE P STE P ST E P S 14 ° 5 0 ' 4 9 " W 1 0 0 . 0 0 ' 793 5 7935 793 4 79 3 4 7934 7933 7934 INLET 1 RIM:7935.57INV OUT:7933.53 6" PVC INLET 2 RIM:7935.46INV OUT:7934.54 4" PVC INLET 3 RIM:7931.86 N:7931.19 6" PVCT:7931.19 6" PVC GRAVEL DRAIN 4 GRAVEL DRAIN 2 GRAVEL DRAIN 1 +7936.17 +7935.86 +7936.06+7935.90 +7935.86 +79 3 5 . 8 6 +79 3 5 . 8 6 +7935.86 TW:7937.9 2 +7936.08 7935.90 + +79 3 6 . 1 7 +79 3 6 . 0 0 +79 3 5 . 1 0 +79 3 5 . 4 6 +7 9 3 4 . 8 6 +79 3 4 . 3 6 +79 3 4 . 3 6 +MA T C H GR A D E 793 3 . 9 0 + / - +EX : 7 9 3 4 . 2 8 TW:7937 . 9 2 TW:7937. 9 2 TW : 7 9 3 7 . 9 2 TW : 7 9 3 9 . 3 6 MA T C H EX : 7 9 3 2 . 8 6 BW:7935. 3 6 MATCH E X BW:7935.3 6MATCH E X TW:7937 . 9 2 BW:7935.8 6MATCH E X BW : 7 9 3 5 . 8 6 MAT C H E X TW:7937. 9 2 7 9 3 4 FIREHYDRANT REMOVE FROM MAIN TO PROPERTY LINE ABANDON FROM PROPERTY LINE TO HOUSE WATER SERVICE POROUS GRAVEL SEE C500 MINIMUM 8' WIDTH FROM ASPHALT TO CURB 6" CURB SEE C500-TYPE B 6" CURB 00-TYPE B DITCH DISTURBANCE AREA FOR TREE REMOVAL DITCH DISTURBANCE AREA FOR WATER SERVICE REMOVAL S L O T D R A PIPE A 0+00 PIPE B 0+00 Alignment=Ditch Flowline Station=0+00.00 Alignment=Ditch Flowline Station=0+74.56 Protect ditch sidewalls by placing 12" mulch bed on either side of ditch and bridge with metal plate if equipment or machinery will need to access this area. Page: 3 Author: davidr Date: 8/31/2021 4:33:39 PM File Name: 90.Civil Drawings.2021.06.28.pdf Will the culvert be replaced or will you bridge ditch with walkway? Page: 3 Author: davidr Date: 8/31/2021 11:31:40 AM File Name: 90.Landscape Drawings.2021.06.28.pdf Do NOT cut roots within the driplines of trees to install this edging without written approval of the City Forester . Page: 5 Author: davidr Date: 8/31/2021 2:00:47 PM File Name: 90.Landscape Drawings.2021.06.28.pdf City Forester to determine final values 5 (2) Page: 5 Author: davidr Date: 8/31/2021 11:54:36 AM File Name: 90.Landscape Drawings.2021.06.28.pdf Has City Forester approved these removals? Page: 6 Author: davidr Date: 8/31/2021 4:31:49 PM File Name: 90.Civil Drawings.2021.06.28.pdf In tree driplines, Use straw wattles. 6 (1) T6 79 3 4 79 3 4 INLET 3 RIM:7931.86 INV IN:7931.19 6" PVC INV OUT:7931.19 6" PVC +7 9 3 4 . 3 6 +M A T C H GR A D E 79 3 3 . 9 0 + / - FIREHYD PROPOSED 2" TYPE K WATER SERVICE 6" CURB SEE C500-TYPE B DITCH DISTURBANCE AREA CULVERT REMOVAL WATER SERVICE INSTALL Will the culvert be replaced or will you bridge ditch with walkway? Do NOT cut roots within the driplines of trees to install this edging without written approval of the City Forester . City Forester to determine final values 2021-01-15 50% DD Submittal2021-04-09 Permit IssuanceDate AR C H O V E R H A N G EXISTING UTILITIES, RE SRV AND CIVIL, TYP EXISTING HOUSE FOOTPRINT WILL REMAIN FORREMODEL; EXISTING TREES HERE ARE GROWING TOCLOSE AND UNDER THE OVERHANGS IN SOMEINSTANCES EXISTING CONTOURS, RE SRV AND CIVIL, TYP Has City Foresterapproved theseremovals? Silt Fence (SF)SC-1 November 2010 Urban Drainage and Flood Control DistrictUrban Storm Drainage Criteria Manual Volume 3 SF-3 Concrete Washout Area (CWA) SC-1 Silt Fence (SF) MM-1 November 2010 Urban Drainage and Flood Control DistrictUrban Storm Drainage Criteria Manual Volume 3 VTC-3 November 2010 UrbanUrban St In tree driplines, Use straw wattles. Page: 8 Author: davidr Date: 8/31/2021 4:00:25 PM File Name: 90.Landscape Drawings.2021.06.28.pdf Ditches are historic and as such should be natural and not planted per HPC. Parks will require turf grass along ditch edge if existing design changes. 8 (2) Page: 8 Author: davidr Date: 8/31/2021 4:30:44 PM File Name: 90.Civil Drawings.2021.06.28.pdf Verify that new pedestals are outside of ditch easement. Page: 33 Author: davidr Date: 9/1/2021 7:37:36 AM File Name: 50.CMP.2021.06.28.pdf Verify with City Forester location to minimize impacts to root zone of trees. 33 (1) Page: 38 Author: davidr Date: 9/1/2021 8:20:08 AM File Name: 90.Architectural.2021.06.28 (1).pdf Verify if this area is existing or if excavation will be required. 38 (1) RESIDENCE ENTRY TERRACE LI V I N G T E R R A C E EXISTINGSPA LAWN WALKWAY AUTOCOURT UTILITY/STORAGE CHANNEL GARDEN CH A N N E L G A R D E N ARCH OVERHANGBENCH BE N C H HOLD LANDSCAPE EDGE FROM TRUNK AND ROOTSOF EXISTING TREES KEY GREEN ROOF Ditches are historic and as such should be natural and not planted per HPC. Parks will require turf grass along ditch edge if existing design changes. 10.00 FT 6' DIAM DR RIM:7934.3 INV IN:793 INV IN:793 ACE ALS LS E S PIPE A 1+25 PIPE B 1+16 PIPE PIPE D 0+00 Verify that new pedestals are outside of ditch easement. S 75°09'11" E UNDERGR O U N DGAS LINE LOTS K & L, BLOC6,000S.F.±TWO STORY WOODFRAME HOUSE SS SS SS SS SS GR A V E L S H O U L D E R RRTIE BORD E R 25 . 3 ' 4.5' 7.9 ' 9.6' 22. 1 ' 24.2' 9.5' GR A V E L S H O U L D E R 10' R-6 B U I L D I N G S E T B A C K R-6 BUILD I N G S E T B A C K FL A G S T O N E WA L K GM 8.97' LO T K , B L O C K 2 5 LO T L , B L O C K 2 5 N 1 4 ° 5 0 ' 4 9 " E 10 0 . 0 0 ' G G G G G G G G G ITC H 12" CMPINV=7933.02' F.F.7936.15' F.F.7936.21' CO N C . ST E P T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 TELEPHONEPEDESTALS ASPH 7933.5 9 ' ASPH 7933.7 3 ' ST E P ST E P CONCRETESIDEWALK WIN D O W WE L L 7935 GASMETER 6T H S T R E E T - A S P H A L T 77 . 6 5 ' R . O . W . P E R R E C # 1 0 9 0 2 4 ASPHALTPARKING 793 4 793 3 79 3 3 793 2 793 4 34 LAWN 7934.7 ' LAWN 7935.2 ' EX-UE EX-UE EX-UE CHIMNEY7967.6' 12" CMPINV=7931.09' T T T NAIL & YELLOWPLASTIC CAPL.S.#24312 W W W W W W W W W W WATERLINE(TYP.) S 180 0 10 20 405 Verify with City Forester location to minimize impacts to root zone of trees. MAIN LEVEL -EXISTINGFF100' -0 3/8" UPPER LEVEL -EXISTING FF109' -1" LOWER LEVEL -EXISTING FF91' -3 3/4" MAIN LEVEL -PROPOSED T.O. PLY100' -0" UPPER LEVEL -T.O. PLY109' -0 1/4" LOWER LEVEL -T.O.CONCRETE91' -3" LOWER LEVEL -PROPOSED FF91' -3 3/4" MAIN LEVEL -PROPOSED FF100' -0 3/4" UPPER LEVEL -PROPOSED FF109' -1 3/4" MAIN LEVEL B.O.CEILING108' -0 3/8" LOWER LEVELB.O.CEILING99' -0 1/4" DECK -T.O. PLY108' -11" B.O. CEILING GARAGE107' -9" OWNER CLOSET005 EXTERIORCRAWL SPACE 003 EX I S T I N G FO U N D A T I O N / WA T E R P R O O F I N G & IN S U L A T I O N CRL STAND-OFFS 9/16" LAMINATED GLASS TO MEET (IBC SECTION 2407) PEDESTAL SYSTEM W/CONCRETE PAVERS FLOOR MOUNTED HAND RAILING DECK STAIRS EXISTING CEDAR HOT TUB MAIN LEVEL DEN104 LIVING203 SEALANT WEATHER RESISTANT BARRIER WIN D O W S Y S T E M SEALANT WATERPROOF MEMBRANE WR B SEALANT WIN D OVERLAP OVERLAP F2 F1 F4 4' - 7 1/4" F5 D1 C1 S1C1 STONE LANDSCAPE WA X1 1/2" = 1'-0" SOUTH WALL SECTION @ DECK & PATIO1 Verify if this area is existing or if excavation will be required.