Loading...
HomeMy WebLinkAboutCUP Site and Landscape Plan Project Information: gh si.'q'-'_ 2 T H E PROJECT: PROPOSED COMMERCIAL BUILDING APPLICANT, OWNER LAND COMPANY: BROWMAN DEVELOPMENT COMPANY • CONTACT: AARON ZUZACK ' G R O UP ADDRESS: 1556 PARKSIDE DRIVE WALNUT CREEK, CA 94596 EMAIL: azuzack@browmandevelopment.com CIVIL ENGINEER, LANDSCAPE ARCHITECT, LAND SURVEYOR COMPANY: THE LAND GROUP, INC CONTACT: JASON DENSMER, PE (PROFESSIONAL ENGINEER) CONTACT: TYLER CHAMBERS, 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 Zoning Regulations: PARCEL#: R2833250200 (WEST HALF), R2833250180 (EAST HALF) CURRENT ZONING: C-C 307— I I PROPOSED ZONING: C-C (NO CHANGE) W `1` — — — m ADJACENT ZONING: C-C-NORTH • - `•i SANITARY SEWER/ R-8-WEST •1• N TYP. (2) 9 �, - WATER MAIN EASEMENT �, �; MT. ETNA DRIVE-SOUTH I --+ -`i-•�------i: r "' 17 rr iEAGLE ROAD-EAST c') — W Q FRONT SETBACK: 0 Q REAR SETBACK: 0 N - TYP. (2) 9I INTERIOR SIDE SETBACK: 0 `-I-•t� --TYP.1(3) 9 .�4LU .5' -`,. .�.� I ...1 W Q EASEMENTS SHOWN ON PLAN ..I. _ r .'i.•1`' :�- 12 TYP. (2) 9 a, Cn r `�`L�'.`. w W MAXIMUM BUILDING HEIGHT: 50-FT . .`.`i`. .`�''I �- w � .I .I . '. � 6 �� Cie; ` '- ' •` 4 19 � Project Calculations: `25 95". 19 30' N i������•��`•��•�• 19 ,16 , 19 25� 19' 10.5'.` 16.081 ,- 16' U 25' PROPERTY SIZE: 41,208SIF 0.946ACRES L 14 . ,, . N W PROPOSED BUILDING SIZE: 3,319 SF/±0.076 ACREScc r 18• .t. NU NGA .�.+i ` °° 19 5 5 m PARKING CALCULATIONS: r �` •`1••". •T- 13 SS SS 2 - ¢ w VEHICLE PARKING STALLS REQUIRED(1 S ACE FOR EVERY 500 320POSED r� --•----�y 13 .� A. 13 +��� L S.F. OF GROSS FLOOR AREA) • I- m Q r -t,•I •i•� — J N T `� -•R I w ACCESSIBLE PARKING STALLS: 2 (26-50 STALLS PROVIDED 2 .r.`i.`• .`i� 13 �` `.-�S`. H PER ADA GUIDELINES) WM M ?0' � .VVOA ®. M 19 �- BICYCLE PARKING SPACES: 1 (1 SPACE PER 25 2 r••I•` i - 3 m •m • `1 VEHICULAR STALLS) F -•• ��i•-i�- •�� 4 3 9 E ® E E E 8 w -I CALLOUT NUMBERS COORDINATED O •- •I - ��`��� SD SD SD —� SD SD E �Gj�— ~ 4 9 �P' Keynotes: �--i TO NUMBERED NOTES BELOW. z .I` C w I. .1• •r S� <� z 4 / w LU co �.` w w ..�. . -+.-.�.` .� 7 �s� � N 20 Q Q 9 / Z 1. TRASH ENCLOSURE. CL a o •, �', :`, +y7 � �-SD s��'js•--• ��`'•�•- 4 s� — — �, 20 19 / U LU 2. BICYCLE RACK. SEE DETAIL 3/L2.50. Q °C • .- -=.-=�� - _ - - - - - - _ F--� T •�`� T'•' — — —i— — 6' _ 4. PROPOSED STORM WATER UTILITY STRUCTURE. y _ — — — — —•� — — — — — — 'j'- — — —I 5. RETAIN AND PROTECT EXISTING GAS UTILITY STUB. 20 13 13 -•�•••- 9 • •` ,• Z7.- 13 U 6. PROPOSED SANITARY SEWER CONNECTION TO BUILDING. + + 20 • • •< _ _ 7. EXISTING ACCESS TO BE VACATED. Q 19 19• • 8. PROPOSED ELECTRICAL UTILITY STRUCTURE. WM WM WM WM WM WM — — WM WM WM W 10 WM WM WM WM w = a� WM WM WM WM WM WM WM WM WM WM v WM WM WM 9. PROPOSED PARKING LOT LIGHT. > 279.8'� W LU cc . _In Cn 10. RETAIN AND PROTECT EXISTING FIRE HYDRANT. CZ C.0 E. MT ETNA DRIVE z — — z w 11. PROPOSED FIRE HYDRANT. w � w w v 12. STORM WATER RETENTION POND. LU o SS SS UJ oCZ ss Ss 13. PROPOSED ADA RAMP. � z ¢ w 14. PROPOSED ELECTRICAL CONNECTION TO BUILDING. CD w _ _ _ _ _ z w U W 15. PROPOSED WATER CONNECTION TO BUILDING. N - = 16. RETAIN AND PROTECT EXISTING WATER UTILITIES. cy 17. RETAIN AND PROTECT EXISTING SANITARY SEWER UTILITIES. — — a Revisions A C-Dw 18. PROPOSED PRIVACY FENCE. 19. PROPOSED SIDEWALK. 1 °S 20. RETAIN AND PROTECT EXISTING SIDEWALK. w I °S Material Legend: °S z PROPOSED LANDSCAPE AREA, SEE SHEET L2.00. Site Plan 0 20, 40, Horizontal Scale: 1" = 20' Legend: - - PROPERTY LINE R/W RIGHT OF WAY LINE SETBACK LINE 75 EASEMENT LINE fy wM WATER w NOT FOR NATURAL GAS 0- STORMWATER W CATV CABLE TELEVISION U) OO o0 ss SANITARY SEWER ELECTRICAL PRIVACY FENCE J CONSTRUCTION Z Project No.: 123143 Date of Issuance: 3/1/2024 O _ Project Milestone: Conditional Use Permit Site Plan Z a� O 1moo PLANT SCHEDULE Sheet Notes: `\ ��_= A. REFER TO SHEET L2.50 FOR AUTOMATIC IRRIGATION NOTES AND DETAILS. `j THE SYMBOL CODE BOTANICAL/COMMON NAME SIZE CONTAINER OTY B. NO NATURAL FEATURES SUCH AS CANALS, CREEKS, DRAINS, PONDS,WETLANDS, FLOODPLAINS, HIGH 4�4 LAND TREES GROUNDWATER AREAS, OR ROCK OUTCROPPINGS EXIST ON SITE. C. NO AREAS OF THE SITE ARE STEEPER THAN 20%SLOPE. _ - GROUP • AR ACER RUBRUM/RED MAPLE 2"CAL. B&B 4 Landscape Notes: A. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER 4 EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. GI GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE'/SKYLINE®HONEY LOCUST 2"CAL. B&B 4 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 3"OF 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. = = JS JUNIPERUS SCOPULORUM'SKYROCKET'/SKYROCKET JUNIPER 6' HT. B&B g 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 12" 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 LA LIRIODENDRON TULIPIFERA'ARNOLD'/ARNOLD TULIP POPLAR 2"CAL. B&B 5 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, • PF PINUS FLEXILIS'VANDERWOLF'S PYRAMID'/VANDERWOLF'S PYRAMID LIMBER PINE 6' HT. B&B 3 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 307.67' PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. • _ .fix..•` G. ALL LANDSCAPE AREAS SHALL BE WEED FREE AT THE TIME OF LANDSCAPE INSTALLATION.REMOVE ALL ROOTS, WEEDS, 6 BEGIN �""'% �""'% ROCKS AND FOREIGN MATERIAL ON THE SURFACE. H. NEW TREE PLANTING, SEE DETAIL 1/1-2.50. CONTRACTOR SHALL STAKE ALL TREES DEEMED NECESSARY, LE..... FROM BEING o BLOWN OVER, PLANTED WITH LOOSE ROOT BALL, ETC. CONTRACTOR'S OPTION. I. NEW SHRUB PLANTING. SEE DETAIL 2/1-2.50. 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 O FOLLOWING RATES. BLEND AMENDMENTS THOROUGHLY WITH SOIL BACKFILL. TREE PITS SHALL BE 5'x5'x1.5' (37.5 CF/ 1.5 '25'i� CY). � � i i L.A. APPLICATION RATES: J L.A.A. HUMIC ACID: 25 LBS PER TREE PIT L.A.B. COMMERCIAL GRADE COMPOST-10 CUBIC FEET PER TREE PIT 25 a L.A.C. PLANTING TABLET FERTILIZER-4 TABLETS PER TREE PIT CD L.A.D. CALCIFIED DIATOMACEOUS EARTH-75 LBS PER TREE PIT i M. SHRUB PIT BACKFILL PLANTING MIX: BLEND TOPSOIL AND SOIL AMENDMENTS AND FERTILIZER FOR SHRUB PIT BACKFILL AT M LU THE FOLLOWING RATES. BLEND AMENDMENTS WITH THOROUGHLY WITH SOIL BACKFILL. SHRUB PITS SHALL BE 2.5'x2.5'x1' r %� '��, �� � ...1 (6.25 CF/0.25 CY). C;3 M.A. APPLICATION RATES: Q M.A.A. HUMIC ACID: 2 LBS PER SHRUB PIT y b W M.A.B. COMMERCIAL GRADE COMPOST-2 CUBIC FEET PER SHRUB PIT i 6 -� f' ' CAM.A.C. PLANTING TABLET FERTILIZER-2 TABLETS PER SHRUB PIT I � ��� ��� � � �� �� �� M.A.D. CALCIFIED DIATOMACEOUS EARTH-15 LBS PER SHRUB PIT fl; 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 O 1 GALLON BAG SAMPLE TO OWNER. Tree Protection Notes: ' I A. PROTECT THE CRITICAL ROOT ZONE OF THE TREES TO BE RETAINED ON SITE: (NOTE: CRITICAL ROOT ZONE IS THE AREA ` �� 1 I I DIRECTLY BELOW THE DRIP LINE OF THE TREE.) O ' 6 END�, '�' •.`.` - - - - - - A.A. PROTECTIVE FENCING OF CHAIN-LINK AROUND THE CRITICAL ROOT ZONE PRIOR TO DEMOLITION OR W. .`.` _ 3 CONSTRUCT PRO 00 - - - - - - - - ` T ' CONSTRUCTION. '+ `•.•� .+.`� +♦ • `+. . . ` `+•� - - - - - - - I A.B. DO NOT ALLOW COMPACTION BY EQUIPMENT TRAFFIC DURING CONSTRUCTION OR DURING DEMOLITION. CA - - - - - - - - - - - - - - - - •�`` - ro- - - A.C. DO NOT ALLOW CEMENT TRUCKS TO RINSE WITHIN THE PROTECTION AREA,ANYWHERE THAT TREE ROOTS EXIST OR IN O 20' . 20' * ._. - - - - - I . . . . . . . . . . . . . . . . . . . . `.' .`. .`.`.`.`.`;` ".` O A.D. DO NOT STOCKPILE MATERIALS, DEBRIS OR DIRT WITHIN THE TREE PROTECTION AREA. . . . . . . . . .`.`.`. •To O - - - - - A.E. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID-APRIL TO MID-OCTOBER AT THE RATE OF NOT LESS 5 THAN THE EQUIVALENT OF 1-1/2"OF WATER OVER THE ENTIRE AREA PER WEEK.0 40' 1 A.F. DO NOT TRENCH, EXCAVATE, FILL OR OTHERWISE DISTURB THE SOIL WITHIN THE CRITICAL ROOT ZONE. TYP. 2 2 4 4 1 2 TYP. (3) A.G. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID DAMAGING TREE ROOTS. ( ) 8.21' B. PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED ON SITE: cc N W B.A. OPERATE EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE TRUNKS OR BRANCHES. � N ca c0 165.85' B.B. PRUNING OF PUBLIC PROPERTY TREES SHALL BE PERFORMED BY A LICENSED ARBORIST. - - - - 00 C. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED USING THE FOLLOWING CRITERIA: Z w E. MT ETNA DRIVE EXISTING TREE REPLACEMENT UJ oCZ 1"TO 6"CALIPER.........................2X CALIPER OF TREE REMOVED �t 6"TO 12"CALIPER......................1.5X CALIPER OF TREE REMOVED O w > 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) um _ 3"CALIPER TREES. — — Revisions Landscape Requirements: 1 0 << LANDSCAPE BUFFER WIDTHS: C-C (NORTH): N/A R-8 (WEST): 25-FT COLLECTOR (SOUTH): 20-FT(EXISTING LANDSCAPE BUFFER TO REMAIN) ARTERIAL(EAST): 25-FT(EXISTING LANDSCAPE BUFFER TO REMAIN) LANDSCAPE BUFFER TREES: REQUIRED PROVIDED Landscape Plan 0 20' 40' C-C (NORTH, 36 0 0 R-8 (WEST, 136.2.26-FT)FT): 4 5 COLLECTOR (SOUTH, 174.06-FT): 5 6 (2 NEW,4 EXISTING) Horizontal Scale: 1 = 20 ARTERIAL(EAST, 151.55-FT): 4 4 (EXISTING) TOTAL TREE COUNT: 25 NUMBER OF SPECIES REQUIRED: 3 NUMBER OF SPECIES PROVIDED: 5 75 TREE CAL. INCHES TO BE MITIGATED: 0 0. CALLOUT NUMBERS COORDINATED w NOT FOR Keynotes: TO NUMBERED NOTES BELOW. 0- 1. RETAIN AND PROTECT EXISTING LANDSCAPE,THIS SHEET. w ^�v)2. RETAIN AND PROTECT EXISTING TREE. 2-IN CAL. RED MAPLE. OO O 3. 40-FT X 40-FT CLEAR VISION TRIANGLE PER CITY OF MERIDIAN ORDINANCE SECTION 11-3A-3. 4. 20-FT X 10-FT CLEAR VISION TRIANGLE PER CITY OF MERIDIAN ORDINANCE SECTION 11-3A-3. J CONSTRUCTION 5. REMOVE EXISTING TREE.TREE CALIPER UNDER 4-IN, DOES NOT REQUIRE MITIGATION. Q 7 Project No.: 123143 6. PROPOSED PRIVACY FENCE. L Date of Issuance: 3/1/2024 ■ O Project Milestone: Conditional Use Permit Material Legend: PROPOSED SHRUB AREA. PROPOSED TURF GRASS PROPOSED RIVER COBBLE. AREA. Q Landscape Plan a� L2mOO ` F T HE LAN D Automatic Underground Irrigation Notes. NOTES: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 _ GROUP A. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH ENSURES COMPLETE COVERAGE STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; AND PROPERLY ZONED FOR REQUIRED WATER USES. YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE B. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. 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. C. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 18"AT PLANTER BEDS, 6"AT LAWN AREAS.. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. D. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEMS-WITH DRIP CONTROL ZONE KIT AND 150 MESH FILTER (MIN.). 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO E. ELECTRONIC WATER DISTRIBUTION/TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER REQUIREMENTS ARE AS INSTALLATION OF PLANT MATERIAL. FOLLOWS: 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE PREVAILING WIND DIRECTION E.A. PRECISE INDIVIDUAL STATION TIMING STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH E.B. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES GALVANIZED NAILS TO PREVENT SLIPPAGE. TREE WRAP TRUNK PROTECTION, E.C. AT LEAST ONE PROGRAM FOR EACH HYDROZONE 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. REMOVE AFTER INSTALLATION E.D. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE E.E. POWER FAILURE BACKUP FOR ALL PROGRAMMED INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND ARCHITECT IMMEDIATELY. INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. 2"x 2"x 8'CEDAR STAKE- DO NOT PENETRATE ROOTBALL. F. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. ROOT PROBE SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. 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, SOIL LINE \ � MULCH LAYER, KEEP MULCH 3"AWAY FROM AND PARKING AREA. 1. EACH VALVE SHALL BE INSTALLED IN A VALVE BOX LARGE ENOUGH TO ALLOW FOR MAINTENANCE AND REMOVAL. ONLY ONE VALVE TRUNK PER BOX. UTILIZE SOIL/ROOT PROBE AROUND TRUNK T BACKFILL WITH SOIL PLANTING MIX. SEE (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE 3„ HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE SPECIFICATIONS FOR ADDITIONAL INFORMATION. POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. ��� \ FINISH GRADE REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTIC COMMERCIAL SLOW RELEASE FERTILIZER TABLETS FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL 2x ROOTBALL DIAMETER Deciduous Tree Planting 3x ROOTBALL DIAMETER 1 Scale: NTS cc 0 WATER RETENTION MULCH LAYER BASIN mime N a� CL COMMERCIAL ��%��%��%��% %��%��%��%��%��%��%��%��%��% /� BACKFILL WITH SOIL PLANTING FERTILIZER TABLETS V�j / /// / / //A� MIX. SEE SPECIFICATIONS FOR LU ADDITIONAL INFORMATION. y z = w w\ � 0 1. HOOP RACK IN STAINLESS STEEL FINISH BY DERO OR APPROVED EQUAL. � W 2. SURFACE MOUNT PER MANUFACTURER'S SPECIFICATIONS. Q 3. SPACING REQUIREMENTS PER MANUFACTURER'S SPECIFICATIONS. W -' N � N Shrub Planting Bike Rack E w 00 2 3 � Rom Scale: NTS Scale: NTS W 0 � O � w � N um � M Revisions 1� 1. 75 ry w NOT FOR 0— w VJ 00 Oft J CONSTRUCTION Q Project No.: 123143 z ODate of Issuance: 3/1/2024 _ Project Milestone: Conditional Use Permit Site Details Z T� O L2m5O