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HomeMy WebLinkAboutPre-Plat Set V1cwf- APPROVED CA onas/zz RIA 1= N! © I I I I I 3250 S EAGLE RD cs I I I BURLEY WEST INVESTMENTS ° d I APN:R7877770020 EXISTING BUILDING I I d ° /_ d / I7" I I d d ° I I I � sod I ---------------- I I I -- SD SD SD SD SD SD SD SD SD SO SD SD SD SD SD SD SD D SD I I I G G G G- G IG-�—G G i G G G G G G G G G G G�GT-G G G G G G G G EXISTING 8" SANITARY SEWER MAIN B"ss �` 8 SS 8"SS E I I B s�l 'z I r----------------------------J co EXISTING 8" WATER MAIN 9 CD I I 8'M/-589°35'46"E 193.65' 8"W 8"W 8"W �, 8"W 8"W 81W 8"W • _ CD CONNECT TO EXISTING SANITARY 4 2 C_= SEWER SERVICESTU------------------- I IEXISTING SANITARY +++ + + + + r - --- \0; I+ + ----SEWERSERVICESTUB +' + +b-- TO BE ABANDONED+ + + + Q+ I+ W + 2 ++++++++ 10+ +I + + 6- + + +++++ I+ + —+ + +- _J I I I I I I + + + + + + 9p + + + CONNECT TO EXISTING CD + 11 + + + + WATER METER I --------------I SEWER SERVICES + e a + + + + ao d 5' PERMANENT SLOPE/CUT EASEMENT I I + +- + + + + + + + + � PER EXCEPTION 14 & 20 I I + + + + + + + + + + + 2� + + + + + + � +I - - +I+ - - - - - o + + + + Q + + + + + + + + - - - - - + + + I + + + + + + + N a I I SANITARY SEWER AND WATER MAIN EASEMENT + + I+ + + + + + + + + + + + .. � PER EXCEPTION 17 & 20 I I 2 + + + + + + + + SQ SD SD + �+ + �, +t++++++++++++++++++ + + V + + + + + + + + + + + + + + + + ... + + - - - - °Q I I I 1s f o + �+ + + + Ir----� --- ° 0 - J I I I I 8.92'I 12 + + I + + + + + + ( 7 PROPOSED SERVICE RAMP + + t + + + + + + ) I I I ;I BUILDING +++/ +++++ a OJ p ry a� IN I z I I 11 + +1 + + + + + +I I---------J I I + litI ---- a— +I I a + + +I+ + + + + +1 x( l + + + L + + + I 3 d I I � EXISTING 8" WATER MAIN I + + + + + + + + + o + + + 1+ + + + + + 8W x I I _ + + +I + + + + + + 8 W I 81W I 8'W J8"W I I + + + + + + + + + I Y �I d ° °I a - - + + + + + I+ + + + + + a a a a — - + + + + } + + + + + ° I _ 4 + + + + + + 1 + + + + + ®� -- + + + + + + + + + + + +I hod o-----t----------------------- ---�— — -- d8 + + + + + I+ + + + + + a d a - - - - ` a -- -- - -- - + + +1 + + + + + +1 I ° I e I 13 a + w + + + + 17 i + + + + + II + I° ' a + + + + + + + t + + + + + l d + + + + + + + + + + + + + + ti d ryl I I 15 a a a ++++++++++++++++++ip + + + + + I+ + + + + + I I' a I I - - + + + + + + + ► + + + + + +I ®I I I + - - PROPOSED ROOF + + + + + + + 1+ + + + + + I N o + + + ++ L7U +�� + + + + + ++ + +STORM SYSTEM 12 + ++ + ++ + ++ + ++ + ++ + (.WALE) + ++ + + 2' 12' + + + + + + 1 I 1++ ++ 7"++ 18, 10.5' ++ + + + + + + + +I I (�, x, I + + + + + + + + + + + + + + + d - - - - r+ +++++++++++++ ++++ + I + + ++ +++++ +++ ++++++ ° + + +� +� +T� + + + +++1 a I I II + N EXISTING SEEPAGE BED I + + + + + + + + + + + + + + + + + .... + qj Q +I + + + + + +I I' ° I I (PREVIOUSLY SIZED TO I + + + + + + vovooy�>�oop li + + + + + + + + + + + 6 3p, + I + + + + + + ° d OINCLUDE SITE DRAINAGE) I ti + + 1 + + + + + + 1 x y/ I Lt 1 u III I + ++++++++++++ I� IC. 14 13 + + + + I+ + + + + + I d a d ® I I + + + + +I + + + + + +1 x o + I+ + + + + I to 0 2 + + + + + + II + + + + + + + N C7 I T + + + + + + +1+ + + + + +► to 0 - - - - - - d d II IIIIII t + + 25' LADSCAPE BUFFER + - - - - -- +++++ -f._7 -� -7. ---- r-�++++ + - - - - - + + + + + + + + + + + + + + + + + + + + + + + +++ + + + PER EXCEPTION 16 & 20 +++++++++++++++++ +++ U + + + + + + + + + + + + + + + + ++++++++ + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ T+ T+ T+ T+ T+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 1 I1 ° 7., wzo I° + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I °I= - - + + + + + + + + + + + + + + + + + + + + + + + + + II x ° I III I ++- - - I 10' PUBLIC UTILITIES PERMANENT PUBLIC UTILTIES, PROPERTY DRAINAGE & + + + + + +-+ + _ _ _ - _ -+ + +-+ + +-+ + +-+ + +-+ + +-+ + ` - + ` + +� PROPERTY IRRIGATION EASEMENT PER R1 I o + + + r + ++++++I sa a 1 33 o x, I I 7 ° I� d I I + O d �iyyyx OX I — '>—LL EXISTING 8 , - —� � � X - � X x _ � x x � � x x �X� x�l CATCH BASIN N89031'13"W 90.01' a j I d I I I L d ° I I 1O' PUBLIC UTILITIES PERMANENT PUBLIC AMENDED PLAT OF GOLDEN EAGLE ESTATES R2 UTILITIES, PROPERTY DRAINAGE & PROPERTY IRRIGATION EASEMENT PER R1 Site Plan 10' 20' Horizontal Scale: V. = 10, Project Information: PROJECT: PROPOSED COFFEE SHOP APPLICANT, OWNER COMPANY: WHITE-LEASURE DEVELOPMENT COMPANY CONTACT: KEN LENZ ADDRESS: 8385 W. EMERALD ST. BOISE,IDAHO 83704 PHONE: 208.345.1842 CIVIL ENGINEER, LANDSCAPE ARCHITECT, LAND SURVEYOR COMPANY: THE LAND GROUP, INC CONTACT: JASON DENSMER, PE (PROFESSIONAL ENGINEER) CONTACT: MICHAEL THOMAS, PLA (PROFESSIONAL LANDSCAPE ARCHITECT) CONTACT: JAMES R. WASHBURN, PLS (PROFESSIONAL LAND SURVEYOR) ADDRESS: 462 E. SHORE DR., SUITE 100 EAGLE, IDAHO 83616 PHONE: 208.939.4041 Project Calculations: PROPERTY SIZE: 36,590 SF / ±0.84 ACRES PROPOSED BUILDING SIZE: +/-1,975 SF/ ±0.045 ACRES PARKING CALCULATIONS: REQUIRED PROPOSED PARKING STALLS: 4 (1 STALL PER 500 SF 17 GROSS FLOOR AREA) ACCESSIBLE PARKING STALLS: 1 (1-25 STALLS PROVIDED 1 PER ADA GUIDELINES) BICYCLE PARKING SPACES: 1 (1 SPACE PER 25 2 VEHICULAR PARKING STALLS) Zoning Regulations: PARCEL #: R7877770010 CURRENT/PROPOSED ZONING: C-C FRONT SETBACK: N/A REAR SETBACK: N/A INTERIOR SIDE SETBACK: N/A LANDSCAPE BUFFERS: STREET: (NOT APPLICABLE TO SITE - ALREADY DEVELOPED) RESIDENTIAL USES: 25-FT Pressure Irrigation Note: DOMESTIC WATER WILL BE USED AS THE PRIMARY SOURCE FOR IRRIGATION. REQUIREMENTS TO USE SURFACE IRRIGATION WATER AS PRIMARY IRRIGATION WAIVED BY THE CITY OF MERIDIAN ON OCTOBER 15TH, 2015 (SEE ATTACHED APPROVAL LETTER IN APPLICATION). Material Legend: LANDSCAPE AREA - REFER TO L1.00 FOR STANDARD CONCRETE ADDITIONAL FLATWORK INFORMATION HEAVY DUTY CONCRETE ASPHALT PAVEMENT FLATWORK ~�# TCALLOUT O NUMBERED Keynotes: TO NUMBERED NOTES BELOW. 1. EXISTING SIDEWALK - RETAIN AND PROTECT 2. EXISTING CURB AND/OR GUTTER - RETAIN AND PROTECT 3. EXISTING IRRIGATION VALVE - RETAIN AND PROTECT 4. EXISTING 2" WATER METER - RETAIN AND PROTECT 5. EXISTING FIRE HYDRANT - RETAIN AND PROTECT 6. EXISTING WATER MANHOLE - RETAIN AND PROTECT 7. EXISTING FENCE - RETAIN AND PROTECT 8. EXISTING LANDSCAPE - RETAIN AND PROTECT 9. EXISTING ASPHALT TO REMAIN 10. EXISTING SITE LIGHTING - RELOCATE 11. TRASH ENCLOSURE. SEE DETAIL 1/131.50. 12. 4-INCH WIDE PAINTED ASPHALT MARKING (WHITE) 13. ADA PEDESTRIAN RAMP 14. PAINTED CROSSWALK STRIPING 15. ACCESSIBLE PARKING STALL AND ACCESS AISLE PER ADA GUIDELINES 16. BICYCLE RACK (2 EACH). SEE DETAIL 2/C1.50. 17. DRIVE-THRU READER BOARD & ORDER SPEAKER Site Boundary Ma Scale: 1" = 5D' • _ - S8903514611E 193.65'cli - • N c' - 3 q PROPOSED o BUILDING Fl N ^ �cR N N. V ZI I 0 N 0 N8971'137.W 90.01. to to N89°31'13"W 92.85' or"� -� i if WE LAND GROUP Milk cc 0 CD E C. W LU L16 MIN Q 0 C� y CM cc CD O CV 0 CO COD 10 �+ C1 co co 5 C o cC w C CD o CIO o a: co Revisions Ll� NOT FOR 1 00 CONSTRUCTION Project No.: 122008 Date of Issuance: 06-09-2022 Project Milestone: CZC CZC Site Plan APPROVED e„e 22 Trash Enclosure Layout Scale: NTS GROUT CELLS SOLID WITH (1) #5 BAR VERTICALLY VISH OVER CMU. i OWNER. 4" x 3/8" x 5' STEEL PLATE WITH #4 BARS, HOOK ONE END AT 12" O.C. WELDED TO PLATE 2" x 2" x 1/4" STEEL TUBE FRAME TRASH UTY HINGES ENCLOSURE GATE STRUCTU RAL'B' DECK FULLY WELDED TO TUBE FRAME. PAINT COLOR PER OWNER. 3-HEAVY DUTY HINGES EQUALLY SPACED WITH GREASE FITTINGS TYPICAL HINGE DETAIL NTS STUCCO FINISH OVER CMU. COLOR PER OWNER. CONCRETE CAP BOND BEAM WITH (1) #5 (1) #5 AT 4' O.C. 8" SMOOTH -FACE CMU STUCCO, COLOR PER OWNER GROUT SOLID SEALANT OVER 112" PERFORMED EXPANSION JOINT FILLER PRECAST CONCRETE CURB 4 DOWELED TO SLAB 4" CONCRETE SLAB 4" GRAVEL II li (2) #5 TOP AND BOTTOM t 11 TYPICAL WALL SECTION NTS t 1. HOOP RACK IN STAINLESS STEEL FINISH BY DERO OR APPROVED EQUAL. 2. SURFACE MOUNT PER MANUFACTURER'S SPECIFICATIONS. 3. SPACING REQUIREMENTS PER MANUFACTURER'S SPECIFICATIONS. 2 Bike Rack Scale: NTS 1"t / LAND GROUP cc O C0 E LU LU LL LL 0 O 0 C3 0 Q y O cc 'O N o � CJ CC co co Co = w� m o o� Cl) C;J Revisions A NOT FOR 4OO OO CONSTRUCTION Project No.: 122008 Date of Issuance: 06-09-2022 Project Milestone: CZC CZC Site Details C1,50 APPROVED onosi22 Landscape Plan Horizontal Scale: V. = 10' PS GI SL RE SG SL GI PS PLANT SCHEDULE CLASS I TREES BOTANICAL/ COMMON NAME SIZE CONTAINER I QTY MP MALLS X PRAIRIFIRE' / PRAIRIFIRE CRAB APPLE 2" CAL. I B&B 3 CLASS II TREES BOTANICAL/ COMMON NAME SIZE CONTAINER QTY GI GLEDITSIA TRIACANTHOS INERMIS ' SKYCOLE TM / SKYLINE THORNLESS HONEY LOCUST 2" CAL. B&B 5 TR TILIA AMERICANA 'REDMOND' / REDMOND AMERICAN LINDEN 2" CAL. B&B 3 ZV ZELKOVA SERRATA VILLAGE GREEN / SAWLEAF ZELKOVA 2" CAL. B&B 1 SHRUBS BOTANICAL/ COMMON NAME SIZE CONTAINER QTY CK CALAMAGROSTIS X ACUTIFLORA ' KARL FOERSTER ' / FEATHER REED GRASS 2 GAL 16 CR CORNUS SERICEA/ RED TWIG DOGWOOD 5 GAL 3 JB2 JUNIPERUS SCOPULORUM 'BLUE ARROW' / BLUE ARROW JUNIPER 5 GAL. 10 LA LAVANDULA ANGUSTIFOLIA / ENGLISH LAVENDER 2 GAL 12 PB PENNISETUM ALOPECUROIDES LITTLE BUNNY / LITTLE BUNNY FOUNTAIN GRASS 2 GAL 6 PS FINDS MUGO ' SLOWMOUND ' / MUGO PINE 5 GAL 16 RE ROSA X ' NOARE' / FLOWER CARPET RED GROUNDCOVER ROSE 2 GAL 9 RG RHUS AROMATICA ' GRO-LOW / GRO-LOW FRAGRANT SUMAC 2 GAL 5 SG SPIRAEAJAPONICA 'GOLDMOUND'/SPIREA 2GAL 5 SL SPIRAEA X BUMALDA ' LIMEMOUND' TM / LIMEOUND SPIREA 2 GAL 14 0 10, 20' Material Legend: SOD TURF 3" DEPTH, MINUS ANGULAR GRAVEL MULCH, COLOR:TAN EXISTING LANDSCAPE RETAIN AND PROTECT. Landscape Notes: A. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. B. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. PLACE 4" OF ROCK MULCH OVER SUBGRADE SOIL TO ACHIEVE FINISH GRADE. FINISH GRADE RELATED TO ADJACENT SITE ELEMENTS SHALL BE: B.A. 1-INCH BELOW TOP OF ADJACENT PAVEMENT, VALVE BOX, VAULT, ETC. B. B. 3-INCHES BELOW TOP OF CURB UNLESS NOTED OTHERWISE. C. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18" OF TOPSOIL, SOD AREAS A MINIMUM OF 121, OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE. D. RE -USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE. VERIFY SUITABILITY OF SURFACE SOIL TO PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN NECESSARY. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON -SITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A) PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON -SITE TOPSOIL WITH METHODS APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. E. IF IMPORTED TOPSOIL FROM OFF -SITE SOURCES IS REQUIRED, PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. F. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL -DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. G. ALL LANDSCAPE AREAS SHALL BE WEED FREE AT THE TIME OF LANDSCAPE INSTALLATION.REMOVE ALL ROOTS, WEEDS, ROCKS AND FOREIGN MATERIAL ON THE SURFACE. H. NEW TREE PLANTING, SEE DETAIL 1/LL50. CONTRACTOR SHALL STAKE ALL TREES DEEMED NECESSARY, I.E..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. CONTRACTOR'S OPTION. I. NEW SHRUB PLANTING. SEE DETAIL 2/L1.50. J. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. K. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. L. TREE PIT BACKFILL PLANTING MIX: BLEND TOPSOIL AND SOIL AMENDMENTS AND FERTILIZER FOR TREE PIT BACKFILL AT THE FOLLOWING RATES. BLEND AMENDMENTS THOROUGHLY WITH SOIL BACKFILL. TREE PITS SHALL BE 5'x5'xl.5' (37.5 CF/ 1.5 CY). L.A. APPLICATION RATES: L.A.A. HUMIC ACID: 25 LBS PER TREE PIT L.A.B. COMMERCIAL GRADE COMPOST - 10 CUBIC FEET PER TREE PIT L.A.C. PLANTING TABLET FERTILIZER - 4 TABLETS PER TREE PIT L.A.D. CALCIFIED DIATOMACEOUS EARTH - 75 LBS PER TREE PIT M. SHRUB PIT BACKFILL PLANTING MIX: BLEND TOPSOIL AND SOIL AMENDMENTS AND FERTILIZER FOR SHRUB PIT BACKFILL AT THE FOLLOWING RATES. BLEND AMENDMENTS WITH THOROUGHLY WITH SOIL BACKFILL SHRUB PITS SHALL BE 2.5'x2.5'x1' (6.25 CF/ 0.25 CY). M.A. APPLICATION RATES: M.A.A. HUMIC ACID: 2 LBS PER SHRUB PIT M.A.B. COMMERCIAL GRADE COMPOST - 2 CUBIC FEET PER SHRUB PIT M.A.C. PLANTING TABLET FERTILIZER - 2 TABLETS PER SHRUB PIT M.A.D. CALCIFIED DIATOMACEOUS EARTH - 15 LBS PER SHRUB PIT N. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. 0. CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES FOR LANDSCAPE ROCK MULCH TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT. LANDSCAPE BOULDERS, PHOTO SUBMITTAL IS ADEQUATE. FOR ROCK MULCH, SUBMIT 1 GALLON BAG SAMPLE TO OWNER. Automatic Underground Irrigation Notes: A. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. B. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. C. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 18" AT PLANTER BEDS, 6" AT LAWN AREAS.. D. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEMS - WITH DRIP CONTROL ZONE KIT AND 150 MESH FILTER (MIN.). E. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS: E.A. PRECISE INDIVIDUAL STATION TIMING E.B. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES E.C. AT LEAST ONE PROGRAM FOR EACH HYDROZONE E.D. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF E.E. POWER FAILURE BACKUP FOR ALL PROGRAMMED INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO -ZONES. F. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO -ZONES. G. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE. H. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS SIDEWALKS, DRIVEWAYS, AND PARKING AREA. I. EACH VALVE SHALL BE INSTALLED IN A VALVE BOX LARGE ENOUGH TO ALLOW FOR MAINTENANCE AND REMOVAL. ONLY ONE VALVE PER BOX. Tree Protection Notes: A. PROTECT THE CRITICAL ROOT ZONE OF THE TREES TO BE RETAINED ON SITE: (NOTE: CRITICAL ROOT ZONE IS THE AREA DIRECTLY BELOW THE DRIP LINE OF THE TREE.) A.A. CONSTRUCT PROTECTIVE FENCING OF CHAIN -LINK AROUND THE CRITICAL ROOT ZONE PRIOR TO DEMOLITION OR CONSTRUCTION. A.B. DO NOT ALLOW COMPACTION BY EQUIPMENT TRAFFIC DURING CONSTRUCTION OR DURING DEMOLITION A.C. DO NOT ALLOW CEMENT TRUCKS TO RINSE WITHIN THE PROTECTION AREA, ANYWHERE THAT TREE ROOTS EXIST OR IN PLANNED PLANTING BEDS. A.D. DO NOT STOCKPILE MATERIALS, DEBRIS OR DIRT WITHIN THE TREE PROTECTION AREA. A.E. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID-APRIL TO MID-OCTOBER AT THE RATE OF NOT LESS THAN THE EQUIVALENT OF 1-1/2" OF WATER OVER THE ENTIRE AREA PER WEEK. A.F. DO NOT TRENCH, EXCAVATE, FILL OR OTHERWISE DISTURB THE SOIL WITHIN THE CRITICAL ROOT ZONE. A.G. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID DAMAGING TREE ROOTS. B. PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED ON SITE: B.A. OPERATE EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE TRUNKS OR BRANCHES. B. B. PRUNING OF PUBLIC PROPERTY TREES SHALL BE PERFORMED BY A LICENSED ARBORIST. C. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED USING THE FOLLOWING CRITERIA: 1 " TO 5" CALIPER .........................2X CALIPER OF TREE REMOVED 6" TO 12" CALIPER ......................1.5X CALIPER OF TREE REMOVED > 12" OR LARGER CALIPER.........1X CALIPER OF TREE REMOVED EXAMPLE: IF AN 8" CALIPER TREE IS REMOVED, AN ACCEPTABLE REPLACEMENT WOULD BE (3) 4" CALIPER TREES OR (4) 3" CALIPER TREES. NIIIIIIII OF O_iO�1-4 r � LAND GROUP cc O E W C W 0 O C2 C3 0 Q y c3 `� oco � co ao co Co w CZ co o co C;M Revisions U Pje OF EL R. T� � G O ti LA-16888 CAY� A \ 06/06/2022 Project No.: 122008 Date of Issuance: 06-09-2022 Project Milestone: CZC cZc Landscape Plan ARIPJ THE APPROVED LAND onosizz GROUP NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS, YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, GALVANIZED NAILS TO PREVENT SLIPPAGE. REMOVE AFTER INSTALLATION 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE ARCHITECT IMMEDIATELY. 2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE FOOTBALL. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. cc SOIL LINE MULCH LAYER, KEEP MULCH 3" AWAY FROM TRUNK UTILIZE SOIUROOT PROBE AROUND TRUNK - � O (APPROX. 3-4" AWAY FROM TRUNK) TO LOCATE 3„ SACKFSPECIFICULATIONS FOR ADDITIONAL INFORMATION. WITH SOIL PLANTING MIX. SEE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. FINISH GRADE REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP Y OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC COMMERCIAL SLOW RELEASE FERTILIZER TABLETS FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO ���j�� ` ` v `� /�A WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE FOOTBALL. SET FOOTBALL ON NATIVE UNDISTURBED SUBSOIL CL 2x FOOTBALL DIAMETER W O &Deciduous Tree Planting 3xFOOTBALLDIAMETERUJ cale: NTS Um U a) O CJ CJ y O cc co WATER RETENTION ma 'a cv MULCH LAYER o ,:I - BASIN w M ■� C a wCz p `a o C. �A ���A/�A �A�/ Revisions 1� COMMERCIAL yj��/j / //�/j /� /// /� j//��/j // BACKFILL WITH SOIL PLANTING FERTILIZER TABLETS j`j��j j`y j� j`�`�j/j�j`� MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. z � � d v o 2 !aIeNTS PjEIOF /p"I / � G O LA-16888 ���DISCAYs 06/06/2022 Project No.: 122008 Date of Issuance: 06-09-2022 Project Milestone: CZC cZc Landcape Details HIM