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HomeMy WebLinkAboutAGNEW CARWASH - Filed SP-SITE/LANDSCAPE PLAN - 2007-05-22C> N VICINITY MAP SCALE: NTS 51TE GENERAL NOTES I. ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF ALL BUILDINGS WILL BE LOCATED WITHIN 150' OF AN ACCESS ROADWAY IN WHICH EMERGENCY FIRE EQUIPMENT CAN BE MANEUVERED OR THE BUILDINGS WILL BE PROVIDED WITH AN APPROVED FIRE EXTINGUISHING SYSTEM. 2. REFER TO UTILITIES PLAN FOR LOCATION OF UTILITIES AND DRAINAGE. 3. THE CITY WILL NOT BE RESPONSIBLE FOR MAINTENANCE OF ON -SITE STORM DRAINAGE FACILITIES. 4. SIDEWALKS AND RAMPS WILL CONFORM TO CITY STANDARDS. 5. CONSTRUCTION IS SCHEDULED TO BEGIN MAY, 200-1 AND BE COMPLETED BY NOVEMBER, 2001. 6. BOTH POLE AND BUILDNGs-MOUNTED FIXTURES WILL FEATURE DOWN -DIRECTIONAL AND SHARP CUTOFF LUMINARIES AND UNDER CANOPY LIGHTING SHALL BE FLUSH-MOUNT/FLASH LENS. -1. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT IS TO BE FULLY SCREENED FROM PUBLIC VIEW WITH ROOFTOP PARAPET WALLS AND LANDSCAPING. S. ALL SIGNAGE TO COMPLY WITH LOCAL SIGN CODE. 9. THE TRASH ENCLOSURE WILL BE MOUNTED ON CONCRETE AND BE CONSTRUCTED OF MATERIALS TO MATCH THE BUILDINGS. 10. ALL HANDICAP PARKING SPACES, AND RAMPS ARE TO BE VERIFIED WITH CIVIL ENGINEER FOR GRADING, DRAINAGE, AND ACCESSIBLE ROUTE CONSIDERATIONS. HANDICAP PARKING SPACES SHOULD SLOPE NO MORE THAN 1.48 IN ANY DIRECTION ALL ACCESSIBLE ROUTES SHOULD SLOPE NO MORE THAN 1.20 IN DIRECTION OF TRAVEL AND NO MORE THAN 1.48 CROSS SLOPE. If. SCORE MARKS ARE FOR ILLUSTRATIVE PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. 12. TRANSFORMERS SHALL BE SCREENED FROM VIEW FROM PUBLIC STREETS BY EITHER A SOLID ENCLOSURE, MEETING THE CLEARANCE SPECIFICATIONS, OR BY SUFFICIENT LANDSCAPING. 13. ALL APPLICABLE FLOOD PLAIN REGULATIONS IN CHAPTER 10 OF THE CITY CODE WILL BE MET, INCLUDING ELEVATING THE STRUCTURE 24" ABOVE THE FLOOD LEVEL. AGNEW CAR WASH FINAL DEVELOPMENT PLAN A TRACT OF LAND LOCATED IN THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF LARIMER, STATE OF COLORADO EXISTING CULVERT EXISTING GRAVEL TO BE REMOVED EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED FIRE HYDRANT EXISTING SIDEWALK EXISTING EDGE ±5-6' MULBERRY OF ASPHALT EXISTING SIGN TO BE REMOVED --------- - -- t � ui } 1 I 5' ACCESS EASEMENT 1 I II 5' DETACHE SIDEWALK LIMITS OF R.O.W TO BE 1 Fn DEDICATED WITH CAR 1 Ik1111n0000� WASH DEVELOPMENT f MI PROPOSED EDGE A AI1I OF ASPHALT TRANSFORMER r r J ®/ z r „)► v r / 12' r r rr ESCAPE > - / TURNROUTE w r / ROUND r / Q r r 12' r/ r � r r / / I / //�=RONTAGE ROAD S89'S6'16"E 211.0�4' 8' I v Q I w N 130' CARWASH MAY I� BUILDING FOOTPRINT Ia EQUIPMENT BAY VL014' TYP '�---� TRELLIS r / - r / m r o DETENTION POND j • ry I PROPOSED 3' SPLIT RAAIL FENCE 25' 4— S v % - Y Y X M -1 fv W 6' W IL O ON IDQQQ vpzQ ;n LL 20' ACCESS IT EASEMENT O N84 `5716W 31427 _ DRIP LINE/LIMITS OF DEVELOPMENT CACHE LA POUDRE RIVER (POUDRE RIVER PRODUCT CORRIDOR) NORTH WEST EAST SOUTH 22515 l5 3 0 15 30 60 3' TALL RETAINING WALL BIKE RACK TRASH AND RECYCLING LAND USE SUMMARY EXISTING ZONING DISTRICT C - COMMERCIAL PROPOSED ZONING DISTRICT: C - COMMERCIAL GROSS SITE AREA; 1B3 ACRES 15AS4.24 SF 100% DEDICATED R.O.W. 0.15 ACRES 6,144.63 SF 8% NET SITE AREA: 1.68 ACRES 12,949b1 SF S2% BUILDING HEIGHT: 21'-4" TOTAL AREA BUILDING FOOTPRINT: 5,310 SF is. OF GROSS AREA TOTAL AREA PAVEMENT: 26,18019 SF 33% OF GROSS AREA 3696 OF NET AREA PARKING LOT LANDSCAPE AREA: 3,104.10 SF 12% OF PARKING LOT AREA TOTAL AREA OPEN SPACE: 33,82-tD6 SF 429. OF GROSS AREA (INCLUDING DETENTION AND ROW TO BE DEDICATED) TOTAL AREA OPEN SPACE EXCLUDING ROW TO BE DEDICATED: 32,13311 SF 4596 OF NET AREA TOTAL OFF-STREET PARKING SPACES: 5 TOTAL NUMBER VACUUM BAYS: 1-I TOTAL NUMBER HANDICAP VACUUM BAYS/PARKING SPACES: 1 PROPOSED LAND USE: CAR WASH OWNERS CERTIFICATION OF ACCEPTANCE OWNERS CERTIFICATION OF ACCEPTANCE OF CONDITIONS AND RESTRICTIONS. ACCEPTED BY: 1Z� 4-1/6 /�d 7 ANDREA AGNEW DATE MY NOTORIAL COMMISSION EXPIRES AU 12.0, 2UO-7 SUBSCRIBED AND SWORN BEFORE ME THIS DAY OF L .p„ 2lJl✓-7 NOTARY PUBLIC 119 E 2q S I.I I -r-F- c ADDRESS LyVF_l A►vD, CU aD53ej CITY,STATE,ZIP CODE l% Z— 4-3-61 JOHW/A6NEW DATE MY NOTORIAL COMMISSION EXPIRES ikuG. 2UO-I SUBSCRIBED AND SWORN BEFORE ME THIS —1--DAY OF A.D., 'LOU -7 -4tc .tea C-k 4 NOTARY PUBLIC I (z E . 2�1 S LkITa 'L ADDRESS LD�ELA �1 1J Cr) B05 3 CITY,STATEZIP CODE --- PAGE INDEX 1. SITE PLAN 2. LANDSCAPE PLAN 3. LANDSCAPE DETAILS 4, LANDSCAPE SPECIFICATIONS 5. EXTERIOR ELEVATIONS 6. SITE DETAILS l_ PHOTOMETRIC ANALYSIS Q/kEGTO R op pL A NNr,v 6 AdoPoeOVED BY THE O10CFCT0R OF 10441vNiN6 or, THE�uuaIT'''Y OF FOA'rC 0441evS ON TNrS I* DAr OF � � FART Cp SEAL . PREI'AIZEu BY: C Frederickson CANNERS / LANDSCAPE ARCHITECTS 118 E. 29TH ST. SUITE C LOVELAND, COLORADO 80538 deanne@frederickson.us (970) 278-0240 CLIENT: ANDREA & JOHN AGNEW PO BOX 827 FRISCO, CO 80443 (970)481-5544 VJ PLO U O W W W woo lumo �J' w FV A a w No. Revision/Issue Date L12 ISSUE MYLAR 3/28/07 10' REDUCTION OF EAST SIDE OF BUILDING 3/13/07 Project Sheet 77-601 FC XOF Date FEBRUARY 26,2007 Sa, 1"=30' e prR EaTooL A PLANN/rV& A-34 2510 Ln N I -CC SD Di VA TY FIBER MULCH STEEL HEADER IIII IIIII FIBER MULCH I-U-lI M11 / / / EXISTING STREET LIGHT / I I / LEGEND LII ii 1V Vi DEVELOPMENT f ID EVERGREEN SHRUBS EXISTING SIDEWALK DECIDUOUS TREES O LARGE / MEDIUM DECIDUOUS SHRUBS ORNAMENTAL TREES O SMALL DECIDUOUS SHRUBS CONIFER TREES rLVVV l - L F'H l p ORNAMENTAL GRASSES STEEL HEADER PERENNIALS INSIGNIFICANT EXISTING TREES TO BE REMOVED SIGNIFICANT EXISTING TREES TO BE MITIGATED FFROI TAe fROAF, DEVELOPMENT AND RIPARIAN ZONE GENERAL LANDSCAPE NOTES I. LANDSCAPE TREATMENTS SHALL BE INSTALLED AND MAINTAINED BY THE OWNER 2. LANDSCAPE AREAS, UNLESS OTHERWISE NOTED, SHALL BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. THE WATER SUPPLY FOR THE IRRIGATION SYSTEM SHALL BE THE WATER TAP FOR THE BUILDING AND WILL INCLUDE BACKFLOW PREVENTION IN CONFORMANCE WITH THE CITY OF FORT COLLINS STANDARDS. AN IRRIGATION PLAN WILL BE REQUIRED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 3. TURF AREAS SHALL BE IRRIGATED WITH AUTOMATIC POP-UP IRRIGATION SYSTEM WHILE ALL SHRUB BEDS AND TREES SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP IRRIGATION SYSTEM OR ACCEPTABLE ALTERNATIVE. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. 4. ALL PLANTING BEDS WILL BE EDGED WITH 1/8" X 4" STEEL WITH THE SET LEVEL WITH THE TOP OF SOD. THE PLANTING BEDS SHALL ALSO BE MULCHED WITH COBBLE OR FIBER MULCH WITH A WEED BARRIER UNDERLAY AS DESCRIBED IN LANDSCAPE SPECIFICATION AND DETAILS INCLUDED HEREIN. 5. GROUND COVER WILL CONSIST OF IRRIGATED AND NON -IRRIGATED TURF, COBBLE AND FIBER MULCH, AND PERENNIAL GROUND COVERS AS INDICATED ON THE LANDSCAPE PLAN. SPECIFICATIONS INCLUDED HEREIN. 6. THIS LANDSCAPE PLAN IS DIAGRAMMATIC; TREE AND SHRUB LOCATIONS MAY BE ADJUSTED, AS NEEDED, AT TIME OF PLANTING TO MAINTAIN A MINIMUM SEPARATION FROM UNDERGROUND UTILITIES. MINIMUM SEPARATION SHALL BE 10' FOR TREES, 4' FOR SHRUBS, AND 40' FOR STREET LIGHTS. -1. UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO INSTALLATION OF LANDSCAPE MATERIALS. S. PLANT MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF THE COLORADO NURSERY ACT OF IS-13, CRS TITLE 39, ACT 26, AS AMENDED. PLANT MATERIALS SHALL ALSO MEET THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) FOR NUMBER ONE GRADE. ALL TREES SHALL BE BALLED AND BURLAPPED OR EQUIVALENT. S. TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE. 10. PRIOR TO INSTALLATION OF PLANT MATERIALS ANY AREA THAT HAS BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED AND ORGANIC AMENDMENTS SUCH AS COMPOST, PEAT, OR AGED MANURE SHALL BE INCORPORATED. 11. SCHEDULED SIZES STATED REPRESENT MINIMUM CALIPER AND HEIGHT. SIZES PROVIDED MAY EXCEED MINIMUM REQUIRED, BUT IN NO EVENT SHALL SMALLER PLANT MATERIAL SIZES BE PROVIDED, 12. THE LOCATION OF PLANT MATERIALS SHOWN IN ACCORDANCE WITH THE CITY OF FORT COLLINS SITE DEVELOPMENT PERFORMANCE STANDARDS AND GUIDELINES. ALL TREES ARE SHOWN ACCORDING TO THEIR SIZE AT FIVE YEARS FROM THE DATE OF PLANTING. SHRUBS ARE SHOWN ACCORDING TO THEIR SIZE AT TWO YEARS FROM THE DATE OF PLANTING. 13. NON -IRRIGATED GRASS SEED SHALL BE PLANTED IN AREAS SHOWN ON PLAN TO PREVENT EROSION. SEE RIPARIAN -PASTURE SEED MIX THIS PAGE. OWNER TO MAINTAIN AT MAXIMUM HEIGHT OF 15". 14. NO CERTIFICATE OF OCCUPANCY CAN BE ISSUED WITHOUT COMPLETION OF LANDSCAPE MATERIALS OR FINANCIAL SECURITY OF 125% OF REMAINING LANDSCAPE MATERIALS/INSTALLATION COSTS VIA PERFORMANCE BOND, LETTER OF CREDIT OR ESCROW. 15. DEVELOPER SHALL ENSURE THAT THE LANDSCAPE PLAN IS COORDINATED WITH THE PLANS DONE BY OTHER CONSULTANTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, OR OTHER CONSTRUCTION DOES NOT CONFLICT NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. 16. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED ON THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT MAY RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY, PLANT LIST Abb. Common Name Botanical Name Height Spread Size at Inst. min. Quant. M, AP AUSTRIAN PINE Pinus nl ra 40-50' 25-30' 6.0' TALL 3 �n >� W� NO NORTHERN CATALPA Catalpa s eclosa 40-50' 20-25' 2.0" CAL 3 MS MARSHALL'S SEEDLESS ASH Fraxirus perns&arica 'Marshall's Seedless" 40-60' 20-40' 2.0" CAL m TH THORNLESS HONELOCUST Gleditsia tracanthos inermis 'Shademaster' 35-40' 30-50' 2.0" CAL Fi p BD BOXELDER Acer ne undo 'Sensation' 30-40' 25-35' 3.0" CAL 3 PW PEACHLEAF WILLOW Salix angodaloides 30-60' 30-40' 3.0" CAL 3 �9 CY COYOTE WILLOW Salix exigua 6-12' 10-12' 5 GAL l CC CHOKEGHERRY COMMON Prunus vir iniana 15-20' 10-15' 5 GAL 6 NV NANNEYBERRY BUSH Viburnum tents o 8-15' 8-15' 5 G 6 ID DOGWOOD Cornus sericea 'Isantl' 5 GAL 4 e SM SNOW-10UN SPIREA S irea ni onlca '5nowmound' 3-5' 5 GALIWR WOO S ROSE Rosa wooden W4-4-6' 4-6' 5 GALGC GOLDEN T r 5 GALSR ROCK SPIREA Holodiscus dumosus 3-4' 5 GAL 13 JB JAPANESE BARBERRY Berberis thunber ll 'Crimson P m ' 2-3' 5 GAL 6oAW SPIREA Spirea x bumalda 'Anthony Waterer' 2-4' 5 GAL 21 RS RJSSIAN SAGE Perovskla atrlpliclfolla 3-4' 3-4' G T dS MW PONTENTILLA/CINQUEFOIL Potentllla fruticosa 'Golden Drop' 2-4' 2-4' G 8 a Q JS SAVIN JUNIPERS Juni erus Sabina 'Buffalo' 12-18" Fi-8' 5 GAL 36 5 GAL 2e 7l w FG FEATHER REED GRASS Calama rostis x acutiflora cvs. 5-l' 2' I GAL 14 re L BLU AVENA GRASS Hellctotrichon sem�ervirens 2-3' 2-3' A 15 Ew LB LITTLE LUESTE:M Schizac rium sco arium 2-3' 1-2' I GAL I 007 IS SNOW -IN -SUMMER Gerastium tomentosum 6-12" 12-36" I GAL �> DL DAYLILY Hemerocallls 6"-4' GAL SD SHASTA AISY Leucanthemum x suberbum 20"-4' %4"36" ` VA VERONICA / SPEEDWELL veronica_ 'Turkish veronica' I-3" TY TI-IYM T mus 1-2" 6-8" RIPARIAN —PASTURE SEED MIX COMMON NAME SWITCHGRASS WESTERN WHEATGRASS PRAIRIE CORDGRASS ALKALI SACATON TOTAL "PLS/ACRE SCIENTIFIC NAME "PLS/ACRE Panicum virgatum 5.0 Pascopyrum smithil 5.0 Spartina pectinata 5.0 Sporobolus airoides 4.0 1S.0 NORTH WEST EAST SOUTH 2015 10 5 0 10 20 40 PREPARED BY: The Frederic6on .ANNERS / LANDSCAPE ARCHITECTS 118 E. 29TH ST. SUITE C LOVELAND, COLORADO 80538 CLIENT: ANDREA & JOHN AGNEW PO BOX 827 FRISCO, CO 80443 (970) 481-5544 z 104 L ' z z �w � V a w U w� A zw z v z �Mo No. Revisiorossue Date 3 ADD 100 YR FLOODPLAIN 5/15/07 2 ISSUE MYLAR 3/28/07 1 10' REDUCTION OF EAST 3/13/07 SIDE OF BUILDING Project Sheet 77 601FC XOF Dille FEBRUARY 26, 2007 Seale ill =20' Z p--�4 2r,10 r® liN N ( 8 MIN. LOW PERMEABLE SOIL KEYSTONE 4" UNIVERSAL CAP UNIT Q 24" KEYSTONE CENTURY WALL UNIT RETAINED SOIL / x 1 "- 1 1/4" 8 FINISHED GRADE Q UNIT DRAINAGE FILL " CRUSHED ROCK OR STONE APPROXIMATE LIMITS OF EXCAVATION 4" PERFORATED PVC CRAINAGE TILE WRAPPED IN FILTER FABRIC (IF REQUIRED) WALL HEIGHT VARIES. NOT TO EXCEED 36 KEYSTONE GRAVITY WALL SECTION SCALE: NTS 2 RAIL SPLIT FENCE 411A BIKE RACK NTS FOUNDATION SOIL a N x 0 a IL 4 UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD NO. OF MODEL " DIM. (A) LOOPS TB-5 38.38" 3 IPE 31KE RACKS " SCH. 40 PIPE T BLACK )11 "4 REBAR ANCHORS (TYP.) LOCATED 8" FROM WALL SPACED AT 2'-4" O.G. ATTACH 3/8" GRADE 40 (9400 LB) WEIGHT CHAIN THROUGH REBAR LOOP TO DUMf'STER HANDLE. CHAIN SECURED WITH 3/5" QUICK LINK FASTNER DUI" If=eTER / RECYCLINCx CONTAINER ANCHOR REQUIRED IN FLOODPLAINS BURY -8 4" DEPTH INTO PAD CONCRETE DUMPSTER PAD TRASH / RECYCLING ENCLOSURE SCALE: LANDSCAPING AND TREE PROTECTION STANDARDS ALL DEVELOPMENTS SHALL SUBMIT A LANDSCAPE AND TREE PROTECTION PLAN THAT: I. REINFORCES AND EXTENDS ANY EXISTING PATTERNS OF OUTDOOR SPACES AND VEGETATION WHERE PRACTICABLE 2. SUPPORTS FUNCTIONAL PURPOSES SUCH AS SPATIAL DEFINITION, VISUAL SCREENING, CREATION OF PRIVACY, MANAGEMENT OF MICROCLIMATE OR DRAINAGE 3, ENHANCES THE APPEARANCE OF THE DEVELOPMENT AND NEIGHBORHOOD 4, PROTECTS SIGNIFICANT TREES, NATURAL SYSTEMS AND HABITAT 5, ENHANCES THE PEDESTRIAN ENVIRONMENT 6_ IDENTIFIES ALL LANDSCAPE AREAS -1. IDENTIFIES ALL LANDSCAPING ELEMENTS WITHIN EACH LANDSCAPE AREA S. MEETS OR EXCEEDS THE STANDARDS OF FORT COLLINS LAND USE CODE 3.2.1. 20" LENGTH 04 REBAR 2" RADIUS BEND REBAR EXPOSED b" ABOVE PAD PREPARED BY: The FreJeric6on GrouPur- ,ANNERS / LANDSCAPE ARCHITECTS 118 E. 29TH ST. SUITE C LOVELAND, COLORADO 80538 eanne@frederickson.us (970) 278-0240/ CLIENT: ANDREA & JOHN AGNEW PO BOX 827 FRISCO, CO 80443 (970)481-5544 V J W O V W � V Z W � �A A t~ w No. Revisiorossue Date L12 ISSUE MYLAR 3/28/07 10' REDUCTION OF EAST SIDE OF BUILDING 3/13/07 ProI", .. Sheet 77-601FC XOF DA, FEBRUARY 26, 2007'S'M' NTS A.34 2510 LANDSCAPE SPECIFICATIONS OMATERIALS: I. WEED BARRIER: WEED BARRIER MAY BE TYPAR 3341 OR APPROVED U_� EQUAL. PLACE WEED BARRIER BENEATH GRAVEL MULCH AREAS. N 2. COBBLE MULCH: 4-8" DIA. NOMINAL SIZE WASHED RIVER COBBLE. SUBMIT SAMPLE. 3. BARK MULCH: SHREDDED CEDAR BARK MULCH; BARK POLE M PEELINGS FROM CEDAR TREES ONLY_ MULCH SHALL BE DARK BROWN IN COLOR AND FINELY SHREDDED. MULCH SHALL BE FREE FROM NOXIOUS WEED SEED AND FOREIGN MATERIAL HARMFUL TO PLANT LIFE. CHIPPER Q CHIPS, PINE POLE PEELINGS OR OTHER ANGULAR BARK CHIPS ARE NOT ACCEPTABLE. SUBMIT SAMPLES. 4. HEADERS: STEEL HEADER: RYERSON ESTATE STEEL HEADER 1/8" X 4" WITH P X 24" SIZE STRAP STEEL STAKES OR EQUAL. SUBMIT SAMPLE. 5. TREE STAKES: 8-FOOT LONG, 2-INCH DIAMETER PRESSURE TREATED LODGE POLE PINE STAKES (OR METAL "T" POSTS AS ALLOWED BY LANDSCAPE ARCHITECT. APPROVAL REQUIRED PRIOR TO INSTALLATION.) 6. GUY ANCHORS: 24-INCH LONG METAL "T" POSTS. 1. GUYING AND STAKING WIRE: GALVANIZED IRON OR STEEL 12-GAAGE WIRE. 8. WEBBING: 2-INCH NYLON WEBBING OR CLOTH. S. TREE WRAP: 4-INCH MINIMUM WIDTH COMMERCIAL TREE WRAP. 10. SAFETY CAPS: INDUSTRY STANDARD (FOR METAL "T" POST ONLY) 11. COMPOST: A TOTALLY ORGANIC PRODUCT THAT HAS BEEN AEROBICALLY AND NATURALLY PROCESSED WITHOUT THE ADDITION OF COARSE WOOD CHIPS, IN SUCH A MANNER AS TO MAINTAIN A CONSISTENT TEMPERATURE OF 140 DEGREES FAHRENHEIT OR GREATER FOR A PERIOD OF TIME SUFFICIENT TO CRATE THE FOLLOWING CHARACTERISTICS MEASURED BY DRY WEIGHT: MAXIMUM ALLOWABLE ORGANIC MATTER: 60% ORGANIC MATTER TO NITROGEN RATIO: 2E:d TO 30:1; PH: i TO 8 PHSALTS: 2.0 TO 3.0 MMHOS; LESS THAN 25% INORGANIC MATTER LESS THEN 1% SOIL, DIRT OR SAND; MAXIMUM PARTICLE SIZE OF M INCH DIAMETER ERADICATION OF ALL HARMFUL WEED SEEDS, PATHOGENS AND BACTERIA; A NON -OFFENSIVE EARTHLY SMELL. 12. FERTILIZER: FERTILIZER FOR TURF SHALL BE COMMERCIAL TYPE, OF UNIFORM COMPOSITION, FREE FLOWING, AND CONFORMING TO APPLICABLE STATE AND FEDERAL LAWS. SUBMIT MANUFACTURER'S GUARANTEED ANALYSIS. FORMULATED FERTILIZER ANALYSIS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR REVIEW AND SHALL BE BASED UPON RECOMMENDATIONS MADE BY SOIL LAB. CONTRACTOR SHALL SUBMIT SOIL SAMPLE TO SOIL LAB FOR ANALYSIS AND FERTILIZER RECOMMENDATIONS. IF SOIL TYPES AR SIMILAR IN STRUCTURE, THE CONTRACTOR MAY USE A CONSISTENT FORMULATED FERTILIZER FOR THE ENTIRE SITE AREA. HOWEVER, IF SOIL STRUCTURES ARE VASTLY DIFFERENT, A FORMULATED FERTILIZER FOR EACH SPECIFIC SITE AREA WILL BE REQUIRED. FERTILIZER FOR TREE AND SHRUB, BACKFILL MIX, AND GROUND COVER AREAS SHALL BE OSMOCOTE SIERRABLEN, 9 MONTH SLOW -RELEASE FERTILIZER 13. BLUEGRASS SOD: BLUEGRASS SOD SHALL BE A BLEND OF NOT LESS THAN THREE IMPROVED KENTUCKY BLUEGRASS VARIETIES. SOD SHALL BE WEED AND PEST FREE, CONTAINING NO MORE THAN 1% OF OTHER GRASSES, NONE OF WHICH SHALL BE COARSE TEXTURED GRASS. SOD SHALL BE A MINIMUM OF 3/4 INCH THICK, HARVESTED IN ROLLS FERTILIZED TWO TO THREE WEEKS BEFORE CUTTING, AND SHALL BE CUT NOT MORE THAN ONE DAY PRIOR TO PLANTING. SOD SHALL BE ONE YEAR OLD, MINIMUM, GROWN UNDER INTENSIVE CARE AND CULTIVATION TO PRODUCE A THICK, EVEN STAND OF GRASS. 15. SEEDED TURF: UNLESS OTHERWISE APPROVED, ALL TURF SEEDING SHALL BE COMPLETED BETWEEN APRIL 15 AND MAY 31, OR BETWEEN SEPTEMBER 1 AND OCTOBER S. SEEDED TURF AREAS SHALL BE SEEDED WITH THE FOLLOWING BLEND, INTENDED FOR HIGH TRAFFIC XERIC, OR RECREATION USES. SEED MIX: 3096 WARD BLUE GRASS 35% NUGLADE 30% TOUCHSTONE 5% PERENNIAL RYEGRASS 'MANHATTAN3" USE 'MANHATTAN V FOR INITIAL SEEDING ONLY, INCREASE TOUCHSTONE TO 35% FOR OVERSEEDING IN SUBSEQUENT YEARS 16. TREES, SHRUBS, AND GROUND COVERS: PLANT MATERIALS SHALL BE A FIRST-CLASS REPRESENTATIVE OF ITS SPECIES; HEALTHY, WELL BRANCHED AND WELL PROPORTIONED IN RESPECT TO HEIGHT AN WIDTH RELATIONSHIPS; FREE FROM DISEASE, INJURY, INSECTS, AND WEED ROOTS; AND CONFORMING TO THE REQUIREMENTS OF THE COLORADO NURSERY ACT, (SEE LANDSCAPE CONTRACTORS OF COLORADO STANDARD SPECIFICATIONS FOR APPROPRIATE SECTIONS OF THE NURSERY ACT). ALL PLANTS SHALL BE NURSERY STOCK FROM GROWERS LOCATED IN USDA HARDINESS ZONES I, 2, 3 OR 4.BOTANIC AND COMMON NAMES: PLANT NAMES GIVEN IN THE PLANT LIST ARE IN CONFORMANCE WITH STANDARD HORTICULTURAL PRACTICE IN THIS AREA. PLANTS ARE TO BE DELIVERED TO THE SITE WITH TAGS BEARING THE BOTANIC NAME AS INDICATED BY THE PLANT LIST. INSTALLATION CLEARING. PRIOR TO ANY SOIL PREPARATION, EXISTING VEGETATION TO REMAIN AND WHICH MIGHT INTERFERE WIT THE SPECIFIED SOIL PREPARATION SHALL BE MOWED, GRUBBED, RAKED, AND THE DEBRIS REMOVED FROM THE SITE. PRIOR TO OR DURING GRADING OR TILLAGE OPERATION, THE GROUND SURFACE SHALL BE CLEARED OF MATERIALS THAT MIGHT HINDER FINAL OPERATIONS. PREPARE ALL AREAS TO BE PLANTED AS FOLLOWS: RIP ALL AREAS TO BE PLANTED, SEEDED AND/OR SODDED TO A MINIMI.IM OF 8 INCHES IN TWO DIRECTIONS USING AN AGRICULTURAL RIPPER WITH TINES SPACED AT NO GRATER THAN 18 INCHES. AREAS ADJACENT TO WALKS, STRUCTURE CURBS, ETC, WHERE THE USE OF LARGE MECHANICAL EQUIPMENT IS DIFFICULT, SHALL BE WORKED WITH SMALLER EQUIPMENT OR BY HAND. SOIL PREPARATION: SPREAD 3 CYAOOO SF OF COMPOST AND SUFFICIENT FERTILIZER TO MEET REQUIREMENTS OF SOIL ANALYSIS OVER ALL AREAS TO BE SEEDED, SODDED, AND/OR PLANTED W/TREES, SHRUB BED AND GROUND COVER INCORPORATE COMPOST BY DISKING OR ROTOTILLING INTO THE TOP 4 TO 6 INCHES OF SOIL. OBTAIN A UNIFORM MIXTURE WITH NO POCKETS OF SOIL OR AMENDMENTS REMAINING. TREE AND SHRUB PLANTING: 1. SUBSTITUTIONS. ANY PLAN SUBSTITUTIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. ESTABLISHED LOCATION: STAKE TREES AND FLAG OR SET OUR ALL SHRUBS IN LOCATIONS SHOWN ON THE PLANS PRIOR TO INSTALLATION FOR REVIEW BY OWNER THE FOLLOWING ARE MINIMUM DISTANCES THAT PLANT MATERIALS CAN BE PLACED FROM ADJACENT WALLS, FENCES OR PAVED AREAS: LARGE SHRUBS: 4 FEET MEDIUM SHRUBS: 2-1/2 FEET PERENNIALS, GRASSES AND GROUND COVERS: 18 INCHES 3. PLANTING PITS: DIG PLANTING PITS A MINIMUM OF 2 TIMES AS WIDE AS DIAMETER OF ROOT BALL OR CONTAINER AND A DEPTH SUFFICIENT TO ALLOW TOP OF ROOT BALL AT TRUNK TO SIT A MINIMUM OF 3" ABOVE SURROUNDING GRADE FOR SHRUBS, INCORPORATE COMPOST BY DISKING OR ROTOTILLING INTO THE TOP 4 TO 6 INCHES OF SOIL. OBTAIN A UNIFORM MIXTURE WITH NO POCKETS OF SOIL OR AMENDMENTS REMAINING. RESTORE THE FINE GRADE OF ALL AREAS TO BE PLANTED, SEEDED AND/OR SODDED WITH FLOAT DRAG TO REMOVE IRREGULARITIES RESULTING FROM TILLING OPERATIONS. FLOAT DRAG TWO DIRECTIONS. REMOVE ANY ADDITIONAL STONES OVER 1-1/2 INCHES THAT HAVE COME TO THE SURFACE. UPON COMPLETION OF FINISH GRADING OPERATIONS, THE CONTRACTOR MUST PROVIDE A FINISH LANDSCAPE GRADE THAT SHALL CONFORM TO THE GRADES AND ELEVATIONS SHOWN ON THE ENGINEERING DRAWINGS. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL LANDSCAPE AREAS. SHRUBS. ROUGHEN SIDES OF THE PIT TO REMOVE ANY COMPACTING OR GLAZING. LOOSEN SOIL AT BOTTOM OF PIT TO A MINIMUM DEPTH OF SIX INCHES. MIX LOOSENED SOIL WITH SPECIFIED BACKFILL. 4. BACKFILL MATERIAL: TREE AND SHRUB PLANTING PITS SHALL BE BACKFILLED WITH THE FOLLOWING MIX: 15% TOPSOIL BY VOLUME (SOIL EXCAVATED FROM PLANTING PITS). 25% COMPOST BY VOLUME. THE SPECIFIED BACKFILL MATERIALS SHALL BE PRE -MIXED USING INDUSTRY ACCEPTED TECHNIQUE IN ORDER TO OBTAIN A UNIFORM, EVENLY BLENDED CONSISTENCY, FREE FROM POCKETS OF UNBLENDED MATERIAL AND CLODS OR STONES GREATER THAN TWO INCHES IN DIAMETER BACKFILL MIX SHALL BE DELIVERED TO EACH PLANTING PIT AFTER MIXING HAS OCCURRED. PLANTING: I. REMOVE STOCK FROM CONTAINER DO NOT BREAK THE ROOT BALL. A SPADE SHALL NOT BE USED. SCARIFY SIDES AND BOTTOM OF ROOT BALL. 2_ PLACE BACKFILL MIX INTO PLANTING PIT TO A DEPTH SUCH THAT THE PLANT, WHEN PLANTED, WILL BE THREE INCHES ABOVE FINISH GRADE FOR DECIDUOUS TREES, FOUR TO SIX INCHES FOR CONIFEROUS TREES, AND TWO INCHES ABOVE FINISH GRADE FOR ALL SHRUBS. 3. UNTIE AND REMOVE BURLAP FROM TOP THIRD OF ROOT BALL ON BALLED AND BURLAPPED MATERIAL. REMOVE WIRE BASKETS FROM TOP AND MINIMUM OF 2/3 OF ALL SIDE OF ROOT BALL. 4, BACKFILL ONE-HALF OF PIT WITH BACKFILL MIXTURE AND WATER IN THOROUGHLY BEFORE PLACING ANY MORE BACKFILL. DO NOT WORK WET SOIL. 5. BACKFILL THE REST OF THE PLANTING PIT WITH BACKFILL MIXTURE AND TAMP TO COMPACT. WATER IN THOROUGHLY. DO NOT WORK WET SOIL APPLY SLOW Rl EASE FERTILIZER, PER MANUFACTURER'S DIRECTION OF SIZE OF PLANT MATERIAL, BY SPREADING EVENLY OVER THE TOP OF THE ENTIRE PLANTING PIT. 6_ STAKE OR GUY ALL TREES IN A TRUE VERTICAL POSITION. WRAP DECIDUOUS TREES BOTTOM TO TOP. STAPLE OR TACK IN PLACE AT TOP. WRAP APPROXIMATELY NOVEMBER 15 AND REMOVE APPROXIMATELY MAY 15. 1. IF TREES AR PLANTED IN A SPADE DUG HOLE, THEY SHALL BE DEEP WATERED WITH A WATERING NEEDLE ANGLING FROM THE INSIDE OF THE BALL OUT THROUGH THE PERIMETER OF THE SOIL. WEED BARRIER INSTALLATION 1. WEED BARRIER SHALL BE PLACED IN ALL SHRUB BED AREAS WHERE 5-GALLON SHRUG MATERIAL IS USED OR WHERE NOTED IN PLAN AND DETAILS. AT ALL EDGES OF CURBS, WALLS, STRUCTURES, PAVEMENTS, AND HEADERS, WEED BARRIER SHALL BE SECURED WITH II -GAUGE, 6-INCH LONG STAPLES AT 18 INCHES O.G. AT ALL EDGES. 2. NO WEED BARRIER SHALL BE PLACED IN AREAS RECEIVING ONE GALLON AND SMALLER PLANT MATERIAL. 3. NO WEED BARRIER SHALL BE PLACED IN SOIL PLANTING RINGS OF DECIDUOUS AND CONIFEROUS TREES PLANTED IN SODDED OR SEEDED AREAS. STEEL HEADER CONSTRUCTION I. LAYOUT STEEL HEADER IN LOCATIONS SHOWN ON PLANS AND RECEIVE REVIEW OF OWNER PRIOR TO INSTALLATION. LOCATE BY SCALING OFF OF PLAN. INSTALL PLUMB WITH GRADES MAINTAINING A MINIMUM CONSTANT INSTALL USING STRAIGHT LINES AND SMOOTH CURVES- STAKE STEEL HEADER USING PINS OF TWO FEET O.C. PROVIDE DRAINAGE SLITS OR HOLES AT SUFFICIENT INTERVALS TO ALLOW EXCESS WATER TO DRAIN AWAY. LAYING SOD I. AFTER SOIL PREPARATION, ROLL THE AREA TO AN EVENLY COMPACTED, FIRM SOIL BED. 2. REPLACE HARD AND SOFT AREAS. 3. SCARIFY SURFACE TO A DEPTH OF 3/8 INCH. 4. KEEP SOIL BED MOIST DURING LYING OF SOD. 5. LAY SOD SMOOTHLY; EDGE TO EDGE, AND WITH STAGGERED JOINTS. BUTT EDGES TIGHTLY. 6. WATER SOD LIGHTLY AS LAYING PROGRESSES TO PREVENT DRYING OF SOD. -1. ROLL SOD DIAGONALLY WITH A LIGHT ROLLER, LEVELING IRREGULARITIES AND SEALING JOINTS. S. IN ORDER TO FACILITATE DRAINAGE, PLACE SOD FLUSH WITH PAVEMENT ON THE UPHILL SIDE OF PAVEMENT. ON THE DOWNHILL SIDE OF PAVEMENT, PLACE SOD SLIGHTLY BELOW PAVEMENT SURFACE. e. HOLD SOD BACK FROM TREE TRUNKS AS SHOWN IN DETAILS_ SEEDING _ 1. TIME OF SEEDING: UNLESS OTHERWISE APPROVED, ALL TURF SEEDING SHALL BE COMPLETED BETWEEN APRIL 15 AND MAY 31, OR BETWEEN SEPTEMBER I AND OCTOBER 15. 2. DRILL SEEDING: DRILL SEED USING A DRILL IMPLEMENT EQUIPPED WITH THE FOLLOWING PREFERABLE FEATURES; DEPTH BANDS - TO ALLOW SEEDING AT THE PROPER DEPTH SEED BOX AGITATOR - TO PROMOTE SEED MIXING SEED BOX BAFFLES - TO AID IN EVEN SEED DISTRIBUTION AMONG ROWS SEED -METERING DEVICE - TO PROMOTE EVEN SEED DISTRIBUTION WITHIN ROWS FURROW OPENERS - TO PERMIT PROPER SEED PLACEMENT FROM SEED SPOUTS, AND DRAG CHAINS - TO AID IN SEED COVERAGE 3. THE DRILL WILL BE ADJUSTED TO PLANT SEED TO THE PROPER DEPTH, THE DEPTH OF SEEDING WILL BE APPROXIMATELY 025 TO 0.60 INCH. DRILL ROW SPACING WILL BE SET AT APPROXIMATELY 6 TO 8 INCHES. THE DRILL WILL THEN BE TOWED ACROSS THE SEEDBED TO COMPLETE THE PLANTING OPERATION. DRILL SEEDING WILL TAKE PLACE IMMEDIATELY FOLLOWING THE COMPLETION OF FINAL SEED BED PREPARATION TECHNIQUES. 4. BROADCAST SEEDING: BROADCAST SEEDING SHALL ONLY OCCUR IN AREAS INACCESSIBLE TO A DRILL SEEDER BROADCAST SEED ONLY AFTER ALL TREES AND SHRUBS HAVE BEEN PLANTED IN THESE AREAS. BROADCAST SEEDING WILL BE ACCOMPLISHED USING HAND -OPERATION "CYCLONE -TYPE" SEEDERS OR ROTARY BROADCAST EQUIPMENT ATTACHED TO CONSTRUCTION OR RE -VEGETATION MACHINERY. ALL MACHINERY WILL BE EQUIPPED WITH METERING DEVICES. BROADCASTING BY HAND WILL BE ACCEPTABLE ON SMALL, ISOLATED SITES. WHEN BROADCAST SEEDING, PASSES WILL BE MADE OVER EACH SITE TO BE SEEDED IN A MANNER TO ENSURE AN EVEN DISTRIBUTION OF SEED. WHEN USING HOPPER TYPE EQUIPMENT, SEED SHOULD BE FREQUENTLY MIXED WITHIN THE HOPPER TO DISCOURAGE SEED SETTLING AND UNEVEN PLANTING DISTRIBUTION OF SPECIES. 5. BROADCAST SEEDING WILL TAKE PLACE IMMEDIATELY FOLLOWING THE COMPLETION OF FINAL SEEDBED PREPARATION TECHNIQUES. BROADCAST SEEDING SHOULD NOT BE CONDUCTED WHEN WIND VELOCITIES WOULD PROHIBIT EVEN SEED DISTRIBUTION. THE BROADCAST SEEDING RATE WILL BE TWICE THE RATE OF DRILL SEEDING. MULCHING MULCH FOLLOWING ALL SOIL PREPARATION AND PLANTING. 1. SHRUB BEDS: MULCH SHRUB BEDS (DECIDUOUS, CONIFEROUS SHRUBS 4 GRASSES) WITH A 3-INCH LAYER OF WASHED RIVER GRAVEL MULCH WHERE 5 GALLON SHRUB MATERIAL IS USED. MULCH ALL ONE GALLON PERENNIAL AND GROUND COVER PLANTING AREAS WITH A 3" LAYER OF WOOD MULCH. HEIGHT OF ONE INCH ABOVE ADJACENT TURF AREAS. 2. TREE PLANTING RINGS IN IRRIGATED TURF AREAS: MULCH ALL SOIL PLANTING RINGS OF DECIDUOUS AND CONIFEROUS TREES WITH A 3" LAYER TREE AND SHRUB INSTALLATION OF WOOD BAR(` MULCH. k- IIIIII ( IIIIII FVEF;RN T FREES 1. GUY ALL CONIFER TREES AND ALL DECIDUOUS TREES LARGER THAN 2)�" CAL. AS SHOWN. 2. IN SODDED AREAS, CUT SOD IN 36" CIRCLE AND MULCH. FOR CONIFERS CUT SOD AT DRIP LINE OF TREE AND MULCH. 3. GUY EVERGREEN TREES IN 3 PLACES AT 45 DEGREE ANGLE SLIGHTLY TAUT ONLY TO ALLOW SOME MOVEMENT. USE NYLON STRAPS (NOT HOSES) WITH METAL GROMMETS. FLAGGING SET TOP OF ROOTBALL 4" ABOVE LOWEST ADJACENT GRADE. REMOVE TOP 2/3 OF WIRE BASKET AND BURLAP. WOOD MULCH (4" DEPTH). rc" DEPTH AMENDED SOIL BACKFILL PIT WITH EXCAVATED SOIL DO f DUOU3 TEES STAKE TREES USING METAL POSTS WIRED (SLIGHTLY TAUT). WITH NYLON STRAPS. SET ./ POSTS VERTICALLY PLUMB. NO RUBBER HOSES. PROTECTIVE RUBBER CAPS ON POSTS. LIRAP TREES TO FIRST BRANCH IN THE FALL. IF =LANTED IN THE SPRING DO NOT WRAP. REMOVE TOP 3/4 OF WIRE BASKET AND BURLAP. SET TREE ON COMPACTED SUBGRADE WITH TOP OF ROOTBALL 3" ABOVE LOWEST ADJACENT GRADE. 4" DEPTH WOOD MULCH AT BASE OF TREE. 30" DIA. MULCH RING IN LAWN AREAS. 6" DEPTH AMENDED SOIL. NO SPECIAL BACKFILL MIX. EXISTING SUBGRADE eORU5a PLACE SHRUBS A MINIMUM OF 18" FROM PLANTING BED EDGE (STEEL HEADER, CURBS, WALKS, WALLS, ETC.) FOR 1 GALLON SHRUBS, 3' MINIMUM FOR 5 GALLON DECIDUOUS SHRUBS, 4' FOR CONIFER SHRUB. FOR 5 GALLON AND LARGER PLANT MATERIAL CONSTRUCT A 2" HIGH WATERING RING AROUND SHRUB AT EDGE OF PLANTING PIT. FOR I GALLON MATERIAL, CONSTRUCT A 2" X 18" DIA. WATER RING AND MULCH WITH WOOD BARK INSIDE OF THE WATER RING. loll MIN. -WOOD MULCH 4" SETTED DEPTH NO WEEDBARRIER FABRIC HAND SPADED EDGE 4" DEPTH 11 LA11W11N 1y 11 I Ill►y1 �. ,1 1�51V� LMY� 1.11111�iNl1MY16 2�11 -^SHRUB BED FINISHED GRADE 6" DEPTH AMENDED SOIL 2X ROOT BALL DIA. SCARIFY SIDES AND BOTTOM. PREPARED BY: The Frederickson ". Groupuc ANNERS / LANDSCAPE ARCHITECTS 118 E. 29TH ST. SUITE C LOVELAND, COLORADO 80538 CLIENT: ANDREA & JOHN AGNEW PO BOX 827 FRISCO, CO 80443 (970)481-5544 (^ O 01111111111111 POO �w V v0 w W VJ w� w Z W � PLO � A Z Z0111111111114 woo No. Revisiorossue 7Da7te) 2 ISSUE MYLAR 3/28/07 1 10' REDUCTION OF EAST 3/13/07 SIDE OF BUILDING 111 - sh,o 77-601FC Ww 4 FEBRUARY 26, 2007 S'A' OF 7 NTS A-34 2�10 AwAWI/4"STIEEL POST C) A CREATIVE PIPE TB- SERIES DIKE RACKS GROUND LEVEL MATERIAL: 2" SCH. 40 PIPE FINISH: PANT BLACK NO, OF MODEL = DIM. (A) LOOPS �Ts - 5 -T 5 28 SIKE Ri, PETAIL NO SCALE Pi 9445N ME: WA2 'X 4" YINVE YELLOW PAINTED CKOSS STRIPES a 24" 00 CONCRETE Y+Mn- STOP --BLUE BACKGROUND V. PAINTED UNIVERSAL A410ES&BLE PARKING SYMBOL. TYPICAL --YM-Lori SYMBOL 4" MVE YELLOW PAINTED STRIPE TYPICAL HC 5PAPE PF-TA%IL, 1/4- = 1 '-c FOUR 1/2"DIA. ANCHOR, BOLTS LINE Or &RAPT < CONCRETE 4 , ) HAND ROUNDED CONCRETE FINISH &'CnA. STEEL BOLLARD FILLED SOLID WITH CONCRETE PAINT RED DOOR - 5^21110 SLOPE TOP OF FOUNDATION TO DRAIN PAVEMENT ILL eJ. AND SEALANT CONCRETE PAVEMENT CONDITION ONLY COMPACTED SJB6RA0E CONCRETE BASE CHAINS BY OWNER r A WELD SIGNS BY OWNER 2"x4" STEEL TUBE (PAINT) 4"X4" 51MEL TUBE PANT BLACK =MIMI ER 111t=*IGLftf, CONTAINER ANG*0101 RZ=11tiv IN IffiLAINS sm-e 0 4, DEPTH — INTO PAD PAD 20- LZN&TM W* Tw-=AR 2" RADIUS 50SP AMOVE PAD TRASH ENCLOSURE SATES: 1 1/2" STEEL- DECKJN& MLVM TO 1 5/4" X 1 3/4" STEEL ANGLE FRAMING, PANT MEDIUM GREY FINISH T-0.1 (TYPICAL) RESERVED SIGN COL PARKING LF&ENV 4 BORDER - GREEN BACKGROUND - r1Hrrc j SYMBOL - Y*41TE ON BLUE BACKGROUND ARROW (SqNCAX OR DOUBLE) TO Be USED WHEN MORE THAN ONE SPACE IS SHOWN ON PLANS 2" METAL TUBE 2'.a�- - PRIME 4 PAINT SIGN 2" x RESERVED FRAME TO MATCH 1"3k BUILDIN& 2- PARKING x- VAN ACCE$816LE ----CONCRETE FOOTING 5" N. HC, PARKING 51a NO SCALE RAMP VARIES 1:12 120 SLOPE SLOPE MAX MAX 2% SLOPE —CONSTRUCTION JOINT 1/&, pt (TYP.) Q COMPACT SUISCIRADE (SEESPECS. 12-*4 BAR 3- MIN. 3-5, LON6, 4"MN CONCRETE SECTION A -A WELL WITH PAVERS HIC RAMP PETA NO 5CALE 1 514* STEEL FLAT BAR WELDED TO STEEL DECKING, TYPICAL. PAINT MEDIUM GREY SECURED TO CHU AND EMBEDED INTO CONCRETE FOOTIN6, r4ELDPLATE ON TOP, MAKE ^ATIER- 116HT AND PAINT MEDIUM &Rey 4" CONCRETE CAP SPLIT FACE CMU - BEST BLOCK COLOR - SNAKE RIV GROUND FACE CMU - BEST BLOCK COLOR - M16C 5AI, GROUND FACE rw - BEST BLOCK COLOR - SE16E SANE 61, PIPE BOLLARD PAINT RIM HASP SPLIT FACE t c1t-w -BEST BLOCK III llml� H I COLOR - SNAKE RIV It HEAVY DUTY HINGES MELDED TO STEEL 05 FOR CANE BOLT ------ FOUNDATION- ------------------------ TRASH ENCLOSURE LI&HT FIXTURE 4 POLE 13LN"r- ARM AND HOUSNO WATER PROOF RECEPTACLE HANDHOLE (WOUNDLUS 05 VERT. REVAR ri/ 2" MIN. C-OVER. CONT. 11C ANCHOR BARS TO VERTICAL REBAR HORIZ TIES 0 12" O.C. CONDUIT LOCATED 21-01, BELOW GRADE CONCRETE BASE s LIGHT POLE --------- jh J -- — — — — — — — — — IL SAW cloven BASE PLATE SET IN NON - SHRINK &ROUT FINISHED bRADE 4" CONCRETE CAP SPLIT FACE Cmu - BEST BLOCK COLOR - SNAKE RIVER (5ROUND FACE r1mu - EE5T BLOCK COLOR - 1306E SAND SPLIT FACE CMU - BEST BLOCK COLOR - SNAKE RIVER GROUND FACE cmu - E3175T BLOCK COLOR - 5EI6E SAND SPLIT FACE c'MU - BEST BLOCK COLOR - SNAKE RIVER ARCHITECT OF RECORD cu ty) In 4 4 14 Z�i�lZl ciao ej co g C6 ig cu, 91 lu T" cu V) 'IT in ARCOCIEV JOB III: CLJEW.M 0: (MVION BY: Jr CHECKED BY: NU tm'm CW SIAM: JAN. 1, 200I > w 0 v11111r— DEV � �hirat I or LL 2100 VAW LITTLETON 81.4113 SWIT em LTMII 80120 VDICE: 303.7389901 FAX: 303.736.0990 SHEET OF 7 6 SITE DETAILS A-34 2510