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HomeMy WebLinkAboutPLANS Alteration 415 W Wonderview Ave 2020-12-081 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 G1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS CODE PLAN 11/10/2020 CD St a n l e y H i s t o r i c H o m e 41 5 W . W o n d e r v i e w A v e Es t e s P a r k , C O 8 0 5 1 7 Th e H i s t o r i c S t a n l e y H o m e Fo u n d a t i o n 6/17/20 1 1 1 234/G1 CEILING FLUSH MOUNT EMERGENCY LIGHTING RE: SPEC 5" STEP DOWN TO DECK CEILING MT EXIT LIGHT, TYP MAX EGRESS TRAVEL MAIN FLOOR = 87' MA X E G R E S S T R A V E L SE C O N D F L O O R = 1 1 0 ' MAX COMMON TRAVEL MAIN FLOOR = 25'-8" EXIT ACCESS ACCESSIBLE EXIT EXIT EXIT RESTROOM EM LIGHT EM LIGHT DN DN DN EM LIGHT EM LIGHT M A X E G R E S S T R A V E L B A S E M E N T = 1 1 0 ' MAX COMMON TRAVEL BASEMENT = 47' EXIT ACCESS 1 CEILING MT EXIT LIGHT MAX EGRESS TRAVEL SECOND FLOOR = 110' MAX COMMON TRAVEL SECOND FLOOR = 64' SECOND FLOOR OCCUPANCY: 18 EXIT ACCESS EXIT ACCESS 2'-0" 40 " M A X (G L A S S ) 2' - 6 1 / 2 " 1' - 5 1 / 4 " 1'-3" 24" GRAB BAR TO END OF (EXIST.) VANITY EXIST. W.C. (NEW) MIRROR BY OWNER EXIST. VANITY REPLACE (E) FAUCET KNOBS w/ LEVERS EXIST. LOCATION (E) BASEBOARD HEATER 5' TILE WAINSCOT BACK WALL 3' - 0 " 3'-6" 1'-0" 3' - 4 " 1 ' - 6 " 1'-6" 2'-0" 1' - 6 " 1 1/2" 3'-4" 5' - 0 " DISP. AREA (SURFACE MT.) PROVIDE SOLID BLOCKING IN WALL AT GRAB BAR LOCATIONS, TYP. (EXIST.) BASEBOARD H.W. HEATER NEW 5' HIGH TILE WAINSCOT, ALL WALLS SIDE WALL REMOVE SIDE DOOR STOPS (E) 32" DOOR REPLACE (E) HINGES w/ SWING-CLEAR HINGES NEW 5' TILE WAINSCOT DOOR REF N VICINITY MAP 1 1 1 1     0DLQ)ORRU(JUHVV    %DVHPHQW(JUHVV     6HFRQG)ORRU(JUHVV     5HVWURRP(OHYDWLRQV BUILDING AREA: MAIN FLOOR - 1,995 SF COVERED DECK- 450 SF SECOND FLOOR - 1,610 SF BASEMENT UTILITY - 630 SF * PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Existing Building Code (IEBC) and International Building Code (IBC), 2015 edition as amended by the Town of Estes Park, and all other applicable codes. 2. Construction debris shall be legally removed on a continuing basis. The site shall be maintained in a "neat" appearance. 3. Dimensions at new elements are to face of stud, panel, or concrete unless otherwise indicated. Log and column dimensions are to centerline. Vertical dimensions are to concrete slab, wood subfloor or top of wall or beam. 5. Design Loads: Snow - 70psf Floor Live Load - 30psf -- see structural analysis letter) Dead Load - 12psf Hazard Zones: Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes 6. Typical exterior walls: Any exposed cavities to be insulated to full depth of cavity with fiber blown-in or batt. MECHANICAL AND PLUMBING 7. Mechanical system: Existing boiler/radiant baseboard 8. All plumbing materials and equipment to comply with the I.P.C., 2015 edition, and all other applicable codes. 9. Coordinate installation of equipment with Electrical contractor. ELECTRICAL 10. Electrical materials and installation to comply with the N.E.C., 2020 edition, and all other applicable codes. 11. Provide installation and connections for all appliances, fixtures and equipment requiring electrical service. 12. Power, lighting and smoke alarm location to comply with code requirements. 13. Coordinate requirements of Electrical equipment with Mechanical & plumbing contractor. UL SERIES PHOTOLUMINESCENT EXIT SIGN FRUL-BR 050 B by The Lighting Source, or EQ Ceiling mount framed, one sided black background UL924 Listed 11/10/2020 POST SIGN STATING MAXIMUM OCCUPANT LOAD OF 20 FOR THE EXTERIOR DECK AND MAXIMUM TOUR SIZE OF 12. APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 12/08/2020 This structure must comply with the requirements of the 2017 National Electrical Code 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS FLOOR PLANS 11/10/2020 CD St a n l e y H i s t o r i c H o m e 41 5 W . W o n d e r v i e w A v e Es t e s P a r k , C O 8 0 5 1 7 Th e H i s t o r i c S t a n l e y H o m e Fo u n d a t i o n 6/17/20 4'-0" x 7'-0" 3'-0" x 6'-8" 5' - 6 " x 6 ' - 8 " 2'-8" x 6'-8" 5' - 6 " x 6 ' - 8 " 2'-10" x 6'-6" 6'-8" 2'-8" 5' - 6 " x 6 ' - 8 " 2' - 1 0 " x 6 ' - 8 " CONC.TILE 1 1 4' - 6 " 7'-0" 4' - 9 1 / 2 " 1 0 1 / 2 " 1 6 ' - 0 " 6 ' - 1 1 " 15'-11" 23'-0" 5'-0" 5'-0" 6'-11 1/2" 5'-0" 12 " 12" 12" 12" 100'-0" +-97'-6 7/8" 97'-3" 99'-10 7/8"(E) 97'-9" 2/A2.0 2/A2.0 3/ A 2 . 0 3/ A 2 . 0 1 234/G1 NEW ACCESSIBLE RAMP AND LANDINGS FROM ADA PARKING TO VESTIBULE ENTRY START RAMP MIN. 1'-4" FROM END OF WALL OPENING INFILL FLOOR TO MAIN FLOOR ELEVATION TILE ON DITRA (OR EQ.) ON ICE & WATER SHIELD ON EXT. GRADE PLY ON P.T. 2x SLEEPERS REMOVE DOOR/WINDOW AND WALL BELOW FOR ACCESSIBLE CLEARANCE AT ENTRY DOOR ADA PARKING RE: CIVIL REPLACE (E) SILL WITH ADA SILL RAMP 1:12 MAX RA M P 1: 1 2 M A X (E) DOOR, REMOVE DOOR STOP PROVIDE 'SWING-CLEAR' HINGES (E) TANKLESS BOILER & SIDEARM TANK HANDRAIL EXTENSIONS IN DIRECTION OF TRAVEL AT BOTTOM, HORIZ. AT TOP LANDINGS, TYP. ASSISTED-USE TOILET FACILITY - CLEAR FLOOR SPACE OUTSIDE DOOR SWING PROVIDED -INSTALL GRAB BARS PER INTERIOR ELEVATIONS NOTE: ALL LANDINGS TO HAVE MAX SLOPE IN ANY DIRECTION LESS THAN 2%NEW 70cfm EXHAUST FAN - BROAN ILF120 or EQ w/ SOLID STATE SPEED CONTROL INTERLOCKED w/ BATH LIGHT SWITCH BATH FAN WALL TERMINATION 4" DUCT GRILLE UP ENTRY HALL GREAT ROOM PARLOUR (ADDITION)KITCHEN SOLAR. DINING CONSERVATORY F.P. W.C. F.P. COAT MECH. 8'-11" CLG 8'-5" CLG VESTIBULE COVERED DECK 8'-6"+ SLOPED CLG 8'+ SLOPED CLG DN DN DN 1' MIN 1' FIELD VFY. EXIST. HEADER/BEAM AT ROOF, NOTIFY ARCH. OF TYPE/SIZE FOR VERIFICATION REMOVE EXIST. WALL (NON-ORIGINAL TO HOUSE) P.T. 2x INFILL SLEEPERS @ 16" O.C. OVER EXIST. FLOOR TO FLUSH WITH EXISTING MAIN FLOOR, ICE & WATER SHIELD, TILE BACKER & TILE FINISH METAL FLASHING OVER ICE & WATER SHIELD TO MIN. 3" PAST T.O. (E) FOUNDATION AT NEW SLAB EDGE, RE: DETAIL 6/A2.0 REPLACE EXISTING DOOR THRESHOLD w/ ADA THRESHOLD ENTRY LANDING SLOPE 2% NEW CONC. STAIR TO GRADE MAX 7" (EQ.) RISERS, 12" TREADS w/ 1" OVERHANG HANDRAIL 36" ABV. NOSING/SURFACE HANRAIL EXTEND MIN. 12" IN DIRECTION OF TRAVEL AT BOTTOM RUN STAIRS/RAMP, TYP. LINE OF APX. GRADE BEYOND, TYP. NEW ENTRY SLAB AT MAIN FLOOR ELEVATION, SLOPE 2% FROM BUILDING ENTRY TO (FLAT) LANDING AT STAIR/RAMP THICKENED SLAB EDGE POURED TO UN- DISTURBED SOIL 6/A2.0 5/A2.0 R A M P 1 :1 2 S L O P E RA M P 1:1 2 S L OP E LANDING MAX 1:48 SLOPE NEW STAIR TO GRADE BEYOND HANDRAIL 36" ABV. NOSING/SURFACE MONO-POUR RAMP/LANDING RE: RAMP CROSS SECTION 4/A2.0 HANDRAIL CONT. MIN. 1' PAST LANDING HORIZ. AT STAIRS AND RAMP, TYP. HANRAIL EXTEND MIN. 12" IN DIRECTION OF TRAVEL AT BOTTOM RUN STAIRS/RAMP, TYP. EXISTING SLAB REMOVED AS NEEDED COMPACT FILL TO NEW SLAB 2'-6" MIN. +/- 2'-0" 2'-6" MAX (3' OUT) <4" 3'-0" HANDRAIL 4"MIN. 1" 3" 8" 1'-4" 8" RAILING POSTS SLEEVED INTO SLAB OR PROVIDE WELD PLATE, TYP. 1 1/2" STEEL TUBE HAND RAIL & EDGE PROTECTION RAIL APX. 1" CHAMFER LINE AT SLAB/WALL CONNECTION 8" THICKENED SLAB EDGE ON WALL UNDISTURBED SOIL CONT. HORIZ. #4 @ TOP/BOTT VERT. #4 @ 48" o.c. #4 DOWEL BENT AT MID-DEPTH IN SLAB MIN. 2' VERT. x 1' HORIZ. @ 48" O.C. 24"x6" #4 DOWELL @ 48" O.C. (NOT REQ. IN GRAVEL FOOTIN 8x16" CONC. FOOTING w/ (2) #4 CONT. G.C. OPTION: 8x16" GRAVEL (3/4") FOOTING #4 CONT. AT CORNER 6" <2' 5'-0" 3' MIN. FULL WALL DETAIL WHERE T.O. SLAB IS • 2' ABOVE FIN. GRADE RE: DETAIL 5/A2.0 #4 VERT. @ 48" O.C. #4 HORIZ. @ 48" O.C. 3'-0" #4 CONT. AT CORNERS UNDISTURBED SOIL NEW ROLLED EDGE TO UNDISTURBED SOIL REMOVE EXIST. SLAB EXIST. FND WALL EXIST. FLOOR ICE & WATER SHEILD OVER P.T. SHEATHING CONT. OVER EDGE TO MIN. 3" PAST T.O. FND. WALL P.T. 2X SLEEPERS NON-SLIP TILE FINISH DITRA (OR EQ.) TILE BACKER METAL FLASHING OVER ICE & WATER SHIELD TO MIN. 3" PAST T.O. FND WALL REF N     0DLQ)ORRU3ODQ     (QWU\6HFWLRQ     6WDLU5DPS6HFWLRQ     :DOO6ODE'HWDLO     5DPS&URVV6HFWLRQ     (QWU\6ODE'HWDLO 11/10/2020 Reviewed by SAFEbuilt 12/08/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS FLOOR PLANS 11/10/2020 CD St a n l e y H i s t o r i c H o m e 41 5 W . W o n d e r v i e w A v e Es t e s P a r k , C O 8 0 5 1 7 Th e H i s t o r i c S t a n l e y H o m e Fo u n d a t i o n 6/17/20 2' - 8 " x 6 ' - 8 " 2' - 8 " x 6 ' - 8 " 5'-6" x 6'-8" 2' - 8 " x 6 ' - 8 " 2' - 8 " x 6 ' - 8 " 1 DN DN DN DN DN BATH F.O.'s BEDROOM BEDROOM FLORA's BEDROOM MINNIE's BEDROOM STUDY BATH BATH SITTING CLCL DN LIFT CL 9'-7" CLG 9' CLG 9' CLG 9' CLG 9' CLG 9' CLG 7'-9" CLG DN DECK DECK CLCL STORAGE UP 6'-10" CLG 6'-4" CLG 6'-2" CLG REF N     6HFRQG)ORRU3ODQ    %DVHPHQW 11/10/2020 Reviewed by SAFEbuilt 12/08/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS ELEVATIONS 11/10/2020 CD St a n l e y H i s t o r i c H o m e 41 5 W . W o n d e r v i e w A v e Es t e s P a r k , C O 8 0 5 1 7 Th e H i s t o r i c S t a n l e y H o m e Fo u n d a t i o n 6/17/20     6RXWK(OHYDWLRQ     :HVW(OHYDWLRQ NEW STAIR TO GRADE MAX 7" (EQ.) RISERS, 11" TREADS 11/10/2020 Reviewed by SAFEbuilt 12/08/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3.1 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C. Issue: © BASIS ELEVATIONS 11/10/2020 CD St a n l e y H i s t o r i c H o m e 41 5 W . W o n d e r v i e w A v e Es t e s P a r k , C O 8 0 5 1 7 Th e H i s t o r i c S t a n l e y H o m e Fo u n d a t i o n 6/17/20 3'-1/4" 3 1/2" NEW ACCESSIBLE RAMP AND LANDINGS FROM ADA PARKING TO VESTIBULE ENTRY EXIST. WALL REMOVED (NON-ORIGINAL)NEW RAISED LANDING, STAIRS & RAMP AT ENTRY EQ. STEPS RISERS MAX 7" RISER, 11" TREAD DEPTH (E) ENTRY DOOR BEYOND IN VESTIBULE HANDRAIL 36" ABV. RAMP SURFACE EXTEND 1' PAST TOP RUN HORIZ. AND BOTTOM ALONG SLOPE EDGE PROTECTION RAIL ALONG EDGE OF RAMP/ LANDING CURBS <4" OPENING ABV. SURFACE ENSURE FINISH GRADE <30" FROM RAMP/LANDINGS ENTRY NEW RAMP FROM ENTRANCE TO ADA PARKING     (DVW(OHYDWLRQ     1RUWK(OHYDWLRQ 11/10/2020 Reviewed by SAFEbuilt 12/08/2020 SUBJECT PROPERTY LINE SUBJECT PROPERTY LINE BUILDING SETBACK EXISTING TREE (TYP.) S EXISTING SEWER SERVICE EXISTING SEWER CLEANOUT PROPOSED PONDEROSA PINE Pinus ponderosa PROPOSED DOUGLAS FIR Pseudotsuga menziesii PROPOSED BLUE SPRUCE Picea pungens PARCEL No. 3524300025 EXISTING STRUCTURE ONE-W A Y ONE-WAY TWO-WAY TW O - W A Y EXISTING DRIVEWAY TO BE WIDENED WHERE WIDTHS ARE LESS THAN 12-FEET S 84°46' E 417.1' NO R T H 2 0 3 . 8 1 ' 4. 1 5 ' N S 83°20' E 341.4' LO T 4 2 A , A M E N D E D P L A T OF T R A C T S 4 2 , 4 3 A N D 4 6 FA L L R I V E R A D D I T I O N 46 5 W . W O N D E R V I E W A V E . ZO N E D E - 1 E S T A T E EXISTING STRUCTURE EXISTING STEPS TO REMAIN 1 EXISTING GRAVEL DRIVE EXISTING ROCK WALL TO REMAIN EXISTING GRAVE L D R I V E 25' BUILDING SETBACK (TYP.) 80 70 (76) 75X S S S S S S S S (69) 73X (73) 72.25X (66) 70.25X 18.5'9' 5. 0 % (72.2) 74.1X 3.8% EXISTING DRIVEWAY TO BE WIDENED TO 20-FEET (COMPACTED BASE COURSE OR MILLED ASPHALT SURFACE) 3: 1 ( H : V ) 74 74 74 72 72 72 70 70 68 6668 66 68 66 64 62 60 58 56 54 52 50 48 46 44 EXISTING DRIVEWAY TO BE WIDENED TO 24-FEET (COMPACTED BASE COURSE OR MILLED ASPHALT SURFACE) US No. 34 (BYPASS) WONDERVIEW AVE. ( 87.4 EXISTING CLEANOUTS TO BE ADJUSTED AND PROTECTED AS REQURIED (TYP.) EDGE OF DRIVE L A N E WIDEN DRIVEWAY 8.5'± (42.6)X (42.7)X (42.9)XX(43.1)EXTEND EXISTING 24" CMP CULVERT ~15LF (EXISTING CULVERT TO BE CLEANED) 5 6 10 PROPOSED WALKING PATH TO BE FIELD FIT (COMPACTED CRUSHER FINES 3/8"/-) S 4 i n S 4 i n CONTRACTOR TO PROVIDE ALTERNATE TO RELOCATE EXISTING SEWER SERVICE (VERIFY WITH ESTES PARK SANITATION DISTRICT RE: ADDITIONAL SERVICES THAT MAY BE CONNECTED TO THE EXISTING SEWER SERVICE) EXISTING DECK EXISTING TREE TO BE PROTECTED EXISTING EDGE OF ASPHALT SHOULDER R25.00 PARCEL No. 3524300025 RE ONE - W A Y ON E - W A Y 22 ' 417.1' N 0 0 ° 2 5 ' 3 0 " E 2 2 8 . 5 9 ' PARCEL No. 3524307147 451 BIG HORN DR. ZONED E-1 ESTATE WIDEN TURN RADIUS PROPOSED ADA PARKING (CONCRETE SURFACE) 23' EXISTING STRUCTURE EXISTING GARAGE G EXISTING GRAVE L D R I V E PROPOSED BUFFER LANDSCAPING CONCENTRATED TO SCREEN NEIGHBORING PROPERTIES. (87.25) 87.25X 1.4% 8' 1. 4 % 87.14X 8' 7' 87.23X (86.9) 87.11 X (87.17) 87.41 X (88.04) 87.63 X EXISTING CONCRETE WALK EXISTING GRAVEL DRIVE EXISTING DRIVEWAY S S 3.80 1. 6 2 R25.00 R35.00 CONTRACTOR TO IMPROVE ROADWAY AS REQUIRED TO MAINTAIN 12-FEET MIN. DRIVE WIDTH R5.00 R5.00 20 ' (M I N ) 18' (MIN) CONTRACTOR TO PLACE BOULDERS ALONG EXISTING BUILDING (CLIENT TO SPECIFY LOCATION) CONTRACTOR TO CREATE PARKING FOR EXISTING BUILDING EXISTING DECK CONTRACTOR MAINTAIN ROADSIDE DRAINAGE SWALE EXTEND EXISTING CMP CULVERT ~10LF (CONTRACTOR TO VERIFY CULVERT DIAMETER) EXISTING CULVERT TO BE CLEANED 2.46 N 0 0 ° 2 5 ' 3 0 " E 1 9 6 . 3 9 ' N 79°01'30" E 7 6 . 1 ' US No. 34 (BYPASS) WONDERVIEW AVE. PARCEL No. 3524307100 411 BIG HORN DR. ZONED E-1 ESTATE EXISTING DRIVEWAY TO BE REMOVED AND AREA TO BE RECLAIMED LOG RAIL (OR EQUAL) BLOCKADE UNTIL RE-SEEDING IS ESTABLISHED LOG RAIL (OR EQUAL) BLOCKADE UNTIL RE-SEEDING IS ESTABLISHED PROPOSED BUFFER LANDSCAPING (1 TREE PER 35 LF) CONCENTRATED TO SCREEN NEIGHBORING PROPERTIES. EXISTING STRUCTURE S S 20 SCALE 1" = 20' 0 20 40 60 HISTORIC STANLEY HOME SITEPLAN THE HISTORIC STANLEY HOME FOUNDATION SHEET TITLE: BY:REVISION:DATE: CLIENT: SHEET 1 SHEET 1205.144 JOB NO.--- DATE SCALE APPROVED BY AS SHOWN APRIL 2020 JLR JLR MST DRAWN BY CHECKED BY DESIGNED BY PROJECT TITLE: ESTES PARK, CO 80517 2020 CORNERSTONE ENGINEERING & SURVEYING, INC. COPYRIGHT - ALL RIGHTS RESERVED 1692 BIG THOMPSON AVE. SUITE 200 ESTES PARK, CO 80517 PH: (970) 586-2458 FAX: (970) 586-2459 SITEPLAN HISTORIC STANLEY HOME 415 WEST WONDERVIEW AVE ESTES PARK, CO 80517 LEGEND: R CALL 3-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 1) ZONING - E1 - ESTATE 2) SETBACKS - 25 FEET FROM STREETS, 25 FEET FROM REAR AND 25 FEET FROM SIDES. 3) ALL EXTERIOR LIGHTING SHALL BE SHIELDED AND DOWNCASTING; (REFER TO ESTES VALLEY DEVELOPMENT CODE CHAPTER (EVDC) 7, SECTION 7.9 ). ALL STREET LIGHTS WILL NOT EXCEED 15 FT IN HEIGHT. 4) ALL DISTURBED AREAS WILL BE RESEEDED OR SODDED WITH NATIVE GRASSES/WILDFLOWER MIX. ALL NEW TREES AND SHRUBS WILL BE MAINTAINED IN A HEALTHFUL CONDITION. ALL AREAS WILL BE IRRIGATED. 5) TRASH ENCLOSURES WILL BE SCREENED WITH A SOLID FENCE AND ANIMAL RESISTANT. 6) CONTRACTORS MUST CALL UTILITIES NOTIFICATION CENTER OF COLORADO PRIOR TO EXCAVATING (1-800-922-1987). 7) ALL REQUIRED IMPROVEMENTS SHALL BE COMPLETED OR GUARANTEED IN ACCORDANCE WITH EVDC 7.12 AND 10.5.K. 8) THE OWNER SHALL BE REQUIRED TO PROVIDE FOR HANDICAP ACCESSIBILITY IN ACCORDANCE WITH THE A.D.A., I.B.C. AND EVDC 7.11.J REQUIREMENTS. 9) APPROVAL OF THIS DEVELOPMENT PLAN CREATES A VESTED RIGHT PURSUANT TO ARTICLE 68 OF TITLE 24, C.R.S., AS AMENDED. 10) THIS DEVELOPMENT PLAN IS A SCHEMATIC REPRESENTATION OF PROPOSED IMPROVEMENTS AND DOES NOT SHOW ALL THE DESIGN ELEMENTS NEEDED TO CONSTRUCT ANY OF THE IMPROVEMENTS. 11) ALL OUTDOOR LIGHT NOT NECESSARY FOR SECURITY PURPOSES SHALL BE REDUCED, ACTIVATED BY MOTION SENSORS DEVICES OR TURNED OFF DURING NONOPERATING HOURS; (EVDC 7.9.D.2) 12) ACCESSIBLE PARKING SPACE TO BE IDENTIFIED WITH SIGNS AND PAVEMENT MARKINGS IDENTIFYING THEM AS RESERVED FOR PERSONS WITH DISABILITIES. SIGNS TO BE POSTED DIRECTLY IN FRONT OF THE PARKING SPACE AT A HEIGHT OF NO LESS THAN FORTY-TWO (42) INCHES AND NO MORE THAN SEVENTY-TWO (72) INCHES ABOVE PAVEMENT LEVEL. GENERAL NOTES: 415 WEST WONDERVIEW AVE.JLRREVISE PARKING/TURN WIDENING06/17/2020 1) ALL DISTURBED AREAS SHALL BE RESTORED AS NATURAL-APPEARING LAND FORMS, WITH CURVES THAT BLEND IN WITH ADJACENT UNDISTURBED SLOPES. ABRUPT ANGULAR TRANSITIONS AND LINEAR SLOPES SHALL BE AVOIDED (SECTION 7.2.C1) 2) ALL AREAS DISTURBED BY GRADING SHALL BE REVEGETATED WITHIN ONE (1) GROWING SEASON AFTER CONSTRUCTION, USING A SUBSTANTIAL MIXED STAND OF NATIVE OR ADAPTED GRASSES AND GROUND COVERS. THE DENSITY OF THE REESTABLISHED GRASS VEGETATION AFTER ONE (1) GROWING SEASON SHALL BE ADEQUATE TO PREVENT SOIL EROSION AND INVASION OF WEEDS. (SECTION 7.2.C2) 3) ALL PORTIONS OF THE SITE WHERE EXISTING VEGETATIVE COVER IS DAMAGED OR REMOVED, THAT ARE NOT OTHERWISE COVERED WITH NEW IMPROVEMENTS, SHALL BE SUCCESSFULLY REVEGETATED WITH A SUBSTANTIAL MIXED STAND OF NATIVE OR ADAPTED GRASSES AND GROUND COVERS (SECTION 7.5.D4) 4) ON MAN-MADE SLOPES OF 25% OR GREATER, PLANT MATERIALS WITH DEEP ROOTING CHARACTERISTICS SHALL BE SELECTED THAT WILL MINIMIZE EROSION AND REDUCE SURFACE RUNOFF. ALL MAN-MADE SLOPES GREATER THAN 50% WILL BE MULCHED AND NETTED TO ENSURE ADEQUATE STABILIZATION AND REVEGETATION. (SECTIONS 7.2.C3 AND 4) 5) TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED AND CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION OR LANDSCAPING, SUCH AS CUT-AND-FILL SLOPES. (SECTION 7.2C5) 6) NO TREES OR VEGETATION SHALL BE REMOVED OUTSIDE THE APPROVED LIMITS OF DISTURBANCE. (SECTION 7.3.D1) 7) CONIFER TREES SHALL BE SIZED AS 50% EIGHT FEET TALL AND 50% AT SIX FEET TALL AT PLANTING. DECIDUOUS TREES SHALL BE SIZED AS 50% AT FOUR-INCH CALIPER AND 50% AT TWO-INCH CALIPER PLANTING. SHRUBS SHALL BE 5 GALLON CONTAINER OR LARGER AT PLANTING. (SECTION 7.5.D2D) 8) ALL PLANT MATERIAL SHALL MEET THE AMERICAN ASSOCIATION OF NURSERYMEN SPECIFICATIONS FOR NUMBER 1 GRADE, AND SHALL COMPLY WITH THE QUALITY STANDARDS OF THE COLORADO NURSERY ACT, TITLE 35, ARTICLE 26, C.R.S., AS AMENDED. (SECTION 7.5.D.2E) 9) ALL LANDSCAPES SHALL INCLUDE A PROPERLY FUNCTIONING AUTOMATED SPRINKLER SYSTEM WITH INDIVIDUAL DRIP LINES FOR NATURAL AREAS." (SECTION 7.5.D5) SPRINKLER SYSTEM TO BE TEMPORARY FOR PLANT ESTABLISHMENT. SPRINKLER SYSTEM TO BE IN PLACE FOR A MAXIMUM OF 18 MONTHS. 10) REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION AT ALL TIMES. HE PROPERTY OWNER IS RESPONSIBLE FOR REGULAR IRRIGATING, PRUNING, WEEDING, MOWING, ERTILIZING, REPLACEMENT OF PLANTS IN POOR CONDITION AND OTHER MAINTENANCE OF ALL PLANTINGS AS NEEDED. (SECTION 7.5.J1) 11) ALL TREES SHALL BE STAKED OR GUYED AND FENCED TO PROTECT FROM WILDLIFE DAMAGE. NO CHAIN-LINK FENCING SHALL BE ALLOWED TO PROTECT LANDSCAPING FROM WILDLIFE DAMAGE. (SECTION 7.5.12) 12) DEPARTMENT OF WILDLIFE SHALL NOT BE RESPONSIBLE FOR DAMAGE BY WILDLIFE. 13) IF CONSTRUCTION ACTIVITY RESULTS IN THE DEATH OF TREES SHOWN AS "TREE TO BE PROTECTED" WITHIN A PERIOD OF 12 MONTHS AFTER THE FINAL CERTIFICATE OF OCCUPANCY HAS BEEN RELEASED, THE TREE SHALL BE REPLACED PURSUANT TO EVDC 7.3(D)(5). Idaho fescue Flanders poppy Blue flax Gaillardia Rocky Mtn. penstemon Black-eyed susan Blue grama Sandberg bluegrass Western wheatgrass Sheep fescue Slender wheatgrass 3Festuca idahoensis 27.20TOTAL Papaver rhoeas 0.1 Linum lewisii 0.5 Gaillardia aristata 1 Penstemon strictus 1.5 0.1Rudbeckia hirta Bouteloua gracilis v. Hachita 2 2Poa sandbergii Pascopyrum smithii v. Rosanna 7 Festuca ovina v. Covar 3 7Elymus trachycaulus v. Pryor PLS/ACRE POUNDSBOTANICAL NAMECOMMON NAME SEED MIX THIS DETAIL IS TYPICAL IN INTENT ONLY. CONTRACTOR SHALL ADJUST HIS ? SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 8 FT. TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES ???????A MINIMUM OF THREE YEARS AFTER WORK TO ACCOMMODATE ALL CONDITIONS. UNDISTURBED SUBGRADE PLANTING.??????????? ??????? ?? ???? ????? ???? DECIDUOUS TREES: WRAP TRUNK W/4" TREE WRAP FROM BOTTOM UP TO FIRST BRANCH & SECURE. STAKE & GUY USING 2 STAKES SPACED 180°. EXTEND TO THE EDGE OF THE CROWN. THE TERMINAL BUDS OF BRANCHES THAT MAY BE PRUNED; HOWEVER, DO NOT REMOVE SOME INTERIOR TWIGS AND LATERAL BRANCHES LEADERS, AND BROKEN OR DEAD BRANCHES. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT DO NOT HEAVILY PRUNE THE TREE AT PLANTING. TO FACE NORTH AT THE SITE WHEN EVER IN THE NURSERY, AND ROTATE TREE MARK THE NORTH SIDE OF THE TREE HIGHER IN SLOWLY DRAINING SOILS. SET TOP OF ROOT BALL FLUSH TO MAINTAIN THE MULCH WEED-FREE FOR MULCH IN CONTACT WITH TREE TRUNK. 3 IN. MULCH. DO NO PLACE GRADE OR 1-2 IN. POSSIBLE. ? 5 FT. DIAM. MIN. 8 IN. ??? MULCH RING ? ? ? ? ??? ?? ??? ??????????? ??? ???? ??? ? ??????? ?? ? ? ????????? ? REMOVE ALL TWINE , ROPE AND BURLAP FROM TOP HALF OF ROOT BALL THE ROOT BALL, CUT THE WIRE BASKET AND REMOVE. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND ? SO THAT ROOT BALL DOES NOT SHIFT. BASE FIRMLY WITH FOOT PRESSURE TAMP SOIL AROUND ROOT BALL OR TAMPED SOIL. PLACE ROOT BALL ON UNEXCAVATED ? ???? ????????? ? ???? ?? ???????? ??????????? EVERGREEN TREES: STAKE & GUY USING 3 STAKES @ 120° AROUND TREES. NO SPRAYING OR WRAPPING MAINTAIN UNDER ALL TOPO CONDITIONS APPROVED STAKE MATERIAL HARDWOOD STAKES OR OTHER 1.5 x 1.5 IN. TWIST WIRE TO TIGHTEN. GALVANIZED WIRE OR CABLE PLASTIC HOSE 0.5 IN. DIAM. DO NOT COVER THE TOP OF THE ROOT FLARE IS NOT VISIBLE SHALL BE REJECTED. OF THE ROOT BALL. TREES WHERE THE TRUNK THE TRUNK FLARE IS VISIBLE AT THE TOP EACH TREE MUST BE PLANTED SUCH THAT BEYOND EDGE OF ROOT BALL. 4 IN. HIGH EARTH SAUCER 4 ft. ? ? ?? ???? ???? ? ?? ??? ?? ????? ?? ???? ?????? ?? 6 ft. BALL WITH SOIL. NOTE: PROTECT TREE WITH 5' TALL WIRE FENCING 1'-6" ABOVE GROUND. FENCE TO REMAIN UNTIL PLANT CAN SURVIVE WILDLIFE DAMAGE. EXCAVATE TREE PIT TO 2X BALL DIAMETER. LANDSCAPING NOTES: SCALE 1" = 20' 451 BIG HORN DR. PROPERTY LINE LANDSCAPING SCALE 1" = 20' 411 BIG HORN DR. PROPERTY LINE LANDSCAPING Michael Todd, P.E. 2020.06.1 9 09:41:59 -06'00' Reviewed by SAFEbuilt 12/08/2020