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14 FT HARRISON AVE SCITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES _ TREE REMOVAL PERMIT NAME OF OWNER 6 DS 60001 k�ftLllto's SITE ADDRESS Or _ 4 3 ' hK4so PHONE OWNER'S ADDRESS 145 l�aizi S C N Anil , . LOCATION OF TREE(S) ON LOT 0" FI N&M-0N SPECIES AND NUMBER OF TREES) ; LbJUL WI-S TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. REASON FOR REMOVAL: ❑ Construction -See "A" below K Hazardous XDeclining 0 Dead ❑ Other (Specify) Fee Recd. $ Date A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " -20' for single family lots, or 1 " -50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (v.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction, The barriers must meet City Specifications. • • • • B) REPLACEMENTS D 1. Tree replacement minimum standards: 10' overall height, 2S' caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. cn 1 hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought D to be removed is wholly on property owned by the above - Identified property owner, and should it be determined that m the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of - - Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together ._i:__ c a ... ., t... +h ..�r.n orJ romnvnl of the trgefcl, At�y devi(�tion with any pi S Ubmltied IS a true represent uttvt t 0'101111 tuC to � ,:, g e r. f.�.c. r4 .e-rn . n � , from the p m issued shall render it null and void and be considered a violation of the Community Development Code. Signature miner or applicant -low CteliEL4toD CT S iTTE12 Add ss Vq\'A T-Qb $_250b City State Zip Printed Name p,eu, cawiv uILUTES Agency Representing OCL # 8(3. s5s. 4504' Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Applicable Code Section: Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted Approved- Modified as Noted Above ❑ Denied Signed: Date: O Community D velopme t Coordinator or Designee /Inspector Valid for A months from the date of issuance. v tt.,.,, - 4nnflnnnt Rev. 2-03 it CITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 Telephone (727) 562.4567 Fax (727) 5624576 PLANNING NOTICE OF VIOLATION DEPARTMENT CDC2008 -02359 11/13/2008 The below referenced site is in non - compliance with the landscape /tree ordinance and landscape plan submitted at the time of development or modification. Questions concerning this report should be directed to Matthew Anderson at .562- 4567xt2504. PINELLAS COUNTY ATTN: WATER/SEWER DEPT 315 COURT ST CLEARWATER, FL 33756 ADDRESS OR LOCATION OF VIOLATION: 14 S FT HARRISON AVE LEGAL DESCRIPTION: DAVEY'S, JOHN R. RESUB BLK B, LOTS 8 THRU 10 AND N 1/2 OF LOT 11 DATE OF INSPECTION: 11/13/2008 PARCEL: 16- 29 -15- 20358 - 002 -0080 Section of City Code violated: 3- 1204.L. Facts behind violation: "DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL" shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. Specifically, To be in Compliance you must replace the missing and dead shrubs in the perimeter hedge row along the North side of the property in the island planting bed. Replace the missing Live Oak, 2 Wax Myrtles, and fill in Lirope in the West parking lot perimeter island. Replace missing and dead Holly fern and Cast Iron plants along the North foundation bed. Replace the missing and dead Holly Fern, Lirope, Cast Iron plant, and Philodendron Selloum in the West Foundation Landscaping bed. Replace dead, missing, and declining Simpson Stopper, Cast Iron Plant, Lirope, and Viburnum in the perimeter landscaping bed along South Osceola Ave. Replace the missing and dead Cast Iron Plants, Holly Fern, Periwinkle, red and yellow Shrimp Plant, and Pentas in the South foundation landscaping bed. Replace the missing and dead Podocarpus, and Thryallis in the South perimeter landscaping bed along the building. Replace the missing Viburnum in the South perimeter hedge along the parking lot. Mulch any and all landscaping beds on the property acording to Section 3- 1204.13. Inspect and insure that all irrigation is working properly. THIS VIOLATION CITED ABOVE MUST BE CORRECTED PRIOR TO 12/01/2008. FAILURE TO CORRECT THE ABOVE LISTED VIOLATION BY THE DATE INDICATED, OR RECURRENCE OF THE VIOLATION AFTER CORRECTION, WILL RESULT IN A LEGAL ACTION BY THE CODE ENFORCEMENT BOARD OF THE CITY OF CLEARWATER OR BY THE PINELLAS COUNTY COURT. SUCH ACTION MAY RESULT IN A FINE. THE ALLEGED VIOLATOR MAY BE LIABLE FOR THE REASONABLE COSTS OF THE INVESTIGATION, PROSECUTION AND THE ADMININSTRATIVE HEARING SHOULD THIS PERSON BE FOUND GUILTY OF THE VIOLATION. DATE MAILED: 11/13/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 CC: Inspector Si re CLWNovCDCAdv.rpt A Planning Department CITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 PINELLAS COUNTY ATTN: WATER /SEWER DEPT 315 COURT ST CLEARWATER, FL 33756 RE: 14 S FT HARRISON AVE Dear Property Owner: Courtesy Notice CDC2008 -02359 The City of Clearwater Planning Department has done an inspection at the above address and has found the property is in violation of the following City code: Section of City Code violated: 3- 12041. Facts behind violation: * *DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL ** shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. Specifically, To be in Compliance you must replace the missing and dead shrubs in the perimeter hedge row along the North side of the property in the island planting bed. Replace the missing Live Oak, 2 Wax Myrtles, and fill in Lirope in the West parking lot perimeter island. Replace missing and dead Holly fern and Cast Iron plants along the North foundation bed. Replace the missing and dead Holly Fern, Lirope, Cast Iron plant, and Philodendron Selloum in the West Foundation Landscaping bed. Replace dead, missing, and declining Simpson Stopper, Cast Iron Plant, Lirope, and Viburnum in the perimeter landscaping bed along South Osceola Ave. Replace the missing and dead Cast Iron Plants, Holly Fern, Periwinkle, red and yellow Shrimp Plant, and Pentas in the South foundation landscaping bed. Replace the missing and dead Podocarpus, and Thryallis in the South perimeter landscaping bed along the building. Replace the missing Viburnum in the South perimeter hedge along the parking lot. Mulch any and all landscaping beds on the property acording to Section 3- 1204.B. Inspect and insure that all irrigation is working properly. No further action is required on your part if the violation is corrected by September 15, 2 Our goal is to achieve voluntary compliance through education, communication and cooperation. We would appreciate your assistance in achieving this goal. If you have any questions concerning this matter, or if you need any additional information, please do not hesitate to contagNhe City of Clearwater Planning Department. M A 0 t, N \ DATE MAILED: 8/15/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 Inspector Sig iPture 1C, r\ aV,/ fa P JaAVI A-`1 f cr h �v ((Vj' t'-J `` p� kA A\t rAForms \CLW Cou rtesyLtrC DC. rpt 02% 09!99 16:43 KING ENGINEERING CLEARWATER 4'7275624755 N0.617 001 n tE �EEONG AS50gRTE4. INC. 4921 Memorial highway, One Menwrial Center, Suite 300, Tampa, FL 33634 (813) 880 -8881. PAX; (8131 8808882 Full Service Planning, Engineering, Surveying & Environmental Consultants FAX TRANSMITTAL DATE. 02/09199 TO: Rick Albee COMPANY: City of Clearwater TIME: 3:22 PM FAX: 562 -4755 PHONE: 562 -4741 RE: ways® Smith comments , PROJECT NUMBER: 2031- 046 -000 FROM: John Powell PROJECT NAME: Pinellas County Utility Building Parking Lot Improvements YOU SHOULD RECEIVE 3 PAGE(S), INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL. COMMENTS: Please fired attached Wayne Smith's comments to the above referenced project. Please call upon receipt so we can address any remaining concerns. cc: Tom O'Connor Original to Follow: ❑ Yes CO No Response: ❑ Not Necessary ❑ Needed within 24 Hour ❑ Needed Immediately The Information contained In this facaimea meaaago Ib privileged and confldontial IMormation intended only far the use of the Individual er entity named above. If the reader of this rimsege Is not the Intended recipient, or the employee or agent responsible to deliver it to the intended reelplent, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication In error, please Immediately notify us by telephone. and return the original message to us at the above addMS via the U.S. Postal Service. Thank you. 02/09/99 16:43 KING ENGINEERING CLEARWATER -� 7275624755 N0.617 P02 81 :c -16701 7 98 18:8 -I FRCn: 18134643944 f0�813A46701T URGE: ®i (# AAA TREE SERVICE February 19, 1998 ytr. Wayman B Bailey Managemcm Analyst PMMAS COUNTY UTTLITTES 14 S. Fon Harrison Avenue Clearwater, Fi0644 34616 Dear Mr. Bailey REMYED Fes raq �` 8 2 7 Igoe 19 A I ITILITtES ADMIN. 0'°m C 'LAND ES OENt AI. paeeo :t►roW • - +riraa60 TO: —PIM &W N N bP PAGES: ._. upir. r 04Ax : c�I w ► " FstoM: CO: r _S FAX 0:(11 16 Mtat' Fos Me" OMPI14 At your request I inspected the large Live Oak Surrounded by a 40 R circle of red brick paving in front of the Pinsilas County Utilities Building tit 14 S. Ft Harrison. Over the years water, air and nuaition seeped between the brick& causing root growth near the surface which heaved the bricks. To try and level this area would create significant damage to the tree Ideally, these bricks should be removed and the area made into a landscape island. If this plan dots net allow for proper Bow of traffic a variation could be as follows: i On the South side of the tree, S ft. from the existing curb, remove the brick and old curb. Replace with a new curb 6 Q. from the trunk of tbg tree 2 On the Fast. North, and West sides of the tree, remove the brick and extend the new curb 15 0 in either direction from where the old Curb exists This plan WA allow traffic flow on the South side of the tree and a large planting bed on the remaining 3 sides. A drawing of this recommendation is attached. With regard to the repaving of your asphalt drive and parking area. Before the surface is.repaved, the W A N.E Units should be removed, the holes filled with top soil to the timeroek base and them topped orFand compacted with asphalt or litnerock If thiS is not done properly damage will result to the new surflice. When the surface is repaved we can install a new system of W A.IJ E Units to provide the necessary water, air and nutrition to the tree. if you have any questions please call. Sincerely, A A A TREE Sq ICE�of Tampa. Inc ti+fame it �''�"�l. ' President / CertWed Arborist w:,vr'a 0• Smir - ce -flee Amon$, Member O' ,rrg.na{IOn ®I $or.�a Gt ArQOr';,ygyrp . GIOIICB A:�Oeil ASSOGalIOn r5.Q# LA1kE MAGOAiEhe 9LYp ► TAMPA FLQ,wOA 136188 TELEPWO*'t: (9131 86:.'060 Vr,R- -C� ,- iu :': =;, 3':643;:3 02/09/99 16:43 KING ENGINEERING CLEARWATER 4 7275624755 $0 1044 FRw; N0.617 P03 M-Ue.43$44 Me138457017 No PAW-: ge cl GAL Ca. I " .0 loll VIA i - I i - -38 u :8;3= 043 °49 all /r 11%k 4v I rl, Am nj -V7 [4 i ,: -d do �. -� �, � � �� f� - \ ; _, .�, _ -- 4 .� •w'�' All 1 '-__ Jawr d M NMI mow--- �Mm6k. �..� „�., 4 ..+. t IBC S • ►f HAIRIS�N AY= FT ma �h r ■ SITE RENOVATION PLANS, jjjjj;`I1!1i1!I1 L-A N I)SCA P E A RC H I TECTS LAND PLANNERS URBAN DESIGNERS i P j R 0 J E C T N I LOCATIOIN CALL SUNSHINE @ 1-800-432-4770 FL. STATUTE 553.851 (1979) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE, 0 z Iti-4K I LOCATION MAP ijlo Landscape Architect of R cordl FL E. LA0001123 100% BID & CONSTRUCTION DOCUMENTS I S S _wuTE 10"A T REVISED DATE 5-27-2009 A�REVISED DATE 0-22-2009 � 5k. P11 i 11-11k, (:� -_` _t L AI EPUTI r-) NJOTED, Boy-', E: 12 1 =. COVER (0 co SHEET %C:Zzv C�20 �IZIII 0 7 4 _r "Rib '2 ijlo Landscape Architect of R cordl FL E. LA0001123 100% BID & CONSTRUCTION DOCUMENTS I S S _wuTE 10"A T REVISED DATE 5-27-2009 A�REVISED DATE 0-22-2009 � 5k. P11 i 11-11k, (:� -_` _t L AI EPUTI r-) NJOTED, Boy-', E: 12 1 =. COVER (0 co SHEET %C:Zzv C�20 �IZIII 0 � | : | ! 8 TREE AERATION INSERT-71 SEE DETAIL | ~/ 6 ~/ ~~ ~~~~ 1 / H y / �� ` ^\ |` |\ | � | \ / \ | � | \ | ` � \ | � | \ | ` � \ | ` | � | Date: 1,—' Scale: 1'=20 No. _Rate, Description. 1)- 5-27-2009 REVISED PER CITY COMMENTS 2)- 6-22-2009 REVISED PER CITY COMMENTS ' Job No. 08-653 � � Sheet NORTH 19 8 TREE AERATION INSERT-71 SEE DETAIL | ~/ 6 ~/ ~~ ~~~~ 1 / H y / �� ` ^\ |` |\ | � | \ / \ | � | \ | ` � \ | � | \ | ` � \ | ` | � | Date: 1,—' Scale: 1'=20 No. _Rate, Description. 1)- 5-27-2009 REVISED PER CITY COMMENTS 2)- 6-22-2009 REVISED PER CITY COMMENTS ' Job No. 08-653 � � Sheet NORTH 19 1 / H y / �� ` ^\ |` |\ | � | \ / \ | � | \ | ` � \ | � | \ | ` � \ | ` | � | Date: 1,—' Scale: 1'=20 No. _Rate, Description. 1)- 5-27-2009 REVISED PER CITY COMMENTS 2)- 6-22-2009 REVISED PER CITY COMMENTS ' Job No. 08-653 � � Sheet NORTH 19 E99M wlvi-ov� �12 . 4D GRIND THE STUMP NEE AERATION INSERTS F DETAIL �Tl 0 I r:v Z N 2011 CLEVELAND ST. SUITE E TAMPA, FLORIDA 33♦0• 254 813 258-4504 ph. 813 258-4604 fx. w ui I I I-A-1 0 No. Date: Description: l)- 5-27-2009 REVISED PER CITY COMMENTS 2} 6-22-2009 REVISED PER CITY COMMENTS Job No. 08-653 sm MIMI RANTINGS IN ~~~-----�.` ~` °�n"""—h" ,^ rev 6-22-09 xg)x ALpINIAaommpet Quantity Symbol Common Name 3_\ GENERATOR Trees 1 Gal. /o^htu*"w.1e^o/c 58 PO PO 8 BGT / 7 Gal. 3'htZspr-standard R / s^ ht. x1a^apc.I gallon, uO^uz. Standard NE 3 OV EXISTING PLANTINGS IN THIS ARFATO REMAIN, TYP. \~ \ \ 1� �\ |` |\ � | ` \ ( . \ . � { " | � � � � | �. �| �. m/ M It DELIVERY PE HEDGE TO REMAIN °�n"""—h" NOISEY KITCHEN VENTFANS rev 6-22-09 xg)x ALpINIAaommpet Quantity Symbol Common Name 3_\ GENERATOR Trees 1 Gal. /o^htu*"w.1e^o/c 58 PO PO 8 BGT Bougainvillea -Standard BOUGAINVILLEA purple ' 7 Gal. 3'htZspr-standard R LANTANAmnntevidenaio s^ ht. x1a^apc.I gallon, uO^uz. Standard M It DELIVERY PE °�n"""—h" 16 rev 6-22-09 xg)x ALpINIAaommpet Quantity Symbol Common Name Botanical Name Specification Trees 1 Gal. /o^htu*"w.1e^o/c 58 PO PO 8 BGT Bougainvillea -Standard BOUGAINVILLEA purple ' 7 Gal. 3'htZspr-standard R LANTANAmnntevidenaio s^ ht. x1a^apc.I gallon, uO^uz. Standard NE 3 OV Highhae Live Oak QUERCUS virginiana'Highhae' oOD Gal 14''1G'htx7-n'op,oad8''cal. From oRPG Perennial peanut ARxCHISg|abmm 8''htxIo''npc1 gal. o4''o/c 238 grower 3 nxST Hibiscus nno'ned Blaze HIBISCUS'RedBlaze' 4'ht,1a gal. Standards '42''htxou^spread 8 SS G|avonvoGanna GENN4svnaoenoio B'htx0'apmad85gal. 16 VV8 Fox Tail Palm vVODYETmbiiurcato 1o'CT.e&B.matching 3 CH European Fan Palm CHAMEROP8hvmina 1O gal @O^x8O^full 6 CM Fishtail Palm cARYOTAmide o5 gallon V'ht full, multi-trunk 20 SP SabalPa|m 8ABALpn|meuu 14''18'm.h+8 leave fronds on'no hurricane cuts - full root balls Tuta| trees planted on-site Shrubs 4 AJ WAR ACUBUxjuponioa 7Ga|. 4' ht, 3'spr30''ht ct.standurd 4 Uj 0 F] W 0 U) 0 '0 0 41 1 � I Terra Tectonics design group international, Inc. 813-258-4504 °�n"""—h" 16 rev 6-22-09 PrNmoNn.88-653 ALpINIAaommpet Quantity Symbol Common Name Botanical Name Specification Trees 1 Gal. /o^htu*"w.1e^o/c 58 PO Pepemm}a 8 BGT Bougainvillea -Standard BOUGAINVILLEA purple ' 7 Gal. 3'htZspr-standard Purple Trailing Lantana LANTANAmnntevidenaio s^ ht. x1a^apc.I gallon, uO^uz. Standard NE 3 OV Highhae Live Oak QUERCUS virginiana'Highhae' oOD Gal 14''1G'htx7-n'op,oad8''cal. From oRPG Perennial peanut ARxCHISg|abmm 8''htxIo''npc1 gal. o4''o/c 238 grower 3 nxST Hibiscus nno'ned Blaze HIBISCUS'RedBlaze' 4'ht,1a gal. Standards '42''htxou^spread 8 SS G|avonvoGanna GENN4svnaoenoio B'htx0'apmad85gal. 16 VV8 Fox Tail Palm vVODYETmbiiurcato 1o'CT.e&B.matching 3 CH European Fan Palm CHAMEROP8hvmina 1O gal @O^x8O^full 6 CM Fishtail Palm cARYOTAmide o5 gallon V'ht full, multi-trunk 20 SP SabalPa|m 8ABALpn|meuu 14''18'm.h+8 leave fronds on'no hurricane cuts - full root balls Tuta| trees planted on-site Shrubs 4 AJ JopaneseAovba ACUBUxjuponioa 7Ga|. 4' ht, 3'spr30''ht ct.standurd 4 BP Yesterday, Today, and BRUNSFELSIApauoiOnm 7Ga\.*ht.3'apr30''ht ct.mandad Tbmmocmw8tmdonJ standard 53 HRS Hibiscus 'Butterfly HIBISCUS msaoineoim 38^ ht. X24^spmad..3gallon 76 V\ Florida Anise ILL|C0Mnohdanum 3 Gal. o4'ht/a^n 58 nK Knockout Rose ROSxopp.'Knnckouf 3 Goi24^ht 1G^spra^^o/c 80 Jm DownyJosmine JASMmEmu|tiUomm 1e^htx/8^apc3gal. 100 MF 8impnnn'o8mpper MYRCU\NTHEG/mgmna 24^mx10^opr.3gal. 125 HM DwmdFimUuah HAMELU\mocnamha 28''htx18''opr.3gal. 62 rx xomoduPm|odendmn PRILODEwoRON'xonaUd 18^htx1a^spr.ogal. 115 OF Sweeo/TaoO|ive OBMANrHUS(ragnana oGa/. 24'ht18^w 18 PA p|vmUago PLUMBAGOaunuula'imperia| o Gal. o0'ot 18^w blue' 33 PN Wild Coffee PSYCHOTnU\monmsa o4^ ht. x18^ son 3gal. as needed LIVI Evergreen Giant Lihope L|R0PEmumcadi'evergreen 1 gal 14^htxo^spread giant' ao needed R| India Hawthorne RHAPHEOLEPGISindioe 3 Gal. o4'ht 18^w Gmundcove /Vines °�n"""—h" 16 AZ Shell Ginger ALpINIAaommpet 1*^ht«D^spx3 gal 3V^o/c --110 sG Blue Daze EvOLvULUSglomomxus 1 Gal. /o^htu*"w.1e^o/c 58 PO Pepemm}a PEpEn0Nwobt"sifona 1 gal full, 1e^spread *o LMV Purple Trailing Lantana LANTANAmnntevidenaio s^ ht. x1a^apc.I gallon, uO^uz. 25 NE Boston Fern NEPHROLEPISe`euata 1 gal. o4^o/c 304 AG Perennial peanut ARxCHISg|abmm 8''htxIo''npc1 gal. o4''o/c 238 or Variegated Flax Lily DIANELLAxasmonioa'vonagata! | Gal, u4^o/c Total Site Irrigation: \ 952SF+f 8hmbIrrigaVon FOmcvmPLeFEwvmu^nom ACTUAL ^momvTS MAY VARY FROM AMOUNTS INDICATED sDULF*c Loop Main (CONTRACTOR 6nESnmmmLs FOR pmOVmMSUFFICIENT QUmNTmES FOR nomR-mEmTAu^nom ACTUAL AMOUNTS MAY VARY FROM ^^ouNTowDInrED. 12 E4 SLEEVES UNDER VERIFY LOCATION OFEXISITNGSLEEVES PAVEMENT 1 E 1^ Meter -EXISTING 55 GPM 5o PSI provided byOWNER miscellaneous Plant Materials And Site Work: 0CY PinoBe��u�h comm^omnmm�pm�x�s�mn*�omss�r�eTu�wnm� FOR oowoEFsINSnxu^nom ACTUAL ^MD»nowm, VARY FROM AMOUNTS INDICATE) 3oegs Pre-Emergent EA Herbicide VBags Fertilizer: 6'6'6 5O lb. bag 4oags Fertilizer: 14'14'14 Csmocote-time mleaoe- 5O lb. bag Contractor to provide receipts for owner review 3 C Planting Soil Cubic Yards HAR0SCAPE 4 E /8^8O PAVER STONES BEIGsCONC. 4 e REMOVE EXISTING TREE RINGS ALONG 3.FTHARRISON 5 E SAW CUT EXIST WALK TO ACCOMMODATE NEW IRRIGATION-FT HARRISON 65 L REFURB CONCRETE ED|NGON PAVERS IN PARKING LOT 3 E DEMOLITION - REMOVAL OF EXISTING OAKS IN ROW SIDEWALKS 1 LS DEMOLITION REMOVAL OF EXISTING SIDEWALK |mROW 75YRDS DEMOLITION ' REMOVAL OF MULCH PLANTINGS AND FILL DIRT FROM AROUND BUILDING 10 YRDG DEMOLITION REMOVAL OF MULCH, PLANTINGS AND FILL DIRT FROM PLANTER Ux EAST PARKING LOT 500 SF THIN-BRICK PAVING ONSLAB 200 SF CONCRETE SLAB FOR SIDEWALK 200 SF CONCRETE SLAB IN ROW FOR THIN PAVERS 4 E TREES GRATES *GO INSTALLED WITH FRAMES 16 ea BMG TREE BUBBLE R-AE RATION UNITG'RAmB|RD CL Emm °�n"""—h" � / CU 11qr G) ^ ry 00 LL UJ CL C11 -C CL Emm Date: 1-20-2009 Scale: V�--oo No. Date: Description: 1YS27-2D09 REVISED PER CITY COMMENTS 2)- 6-22-2009 REVISED PER CITY COMMENTS Job No. 08-653 Drawn by: JT Checked by: JHT - °�n"""—h" � / CU 11qr G) ^ ry 00 LL UJ CL C11 -C Date: 1-20-2009 Scale: V�--oo No. Date: Description: 1YS27-2D09 REVISED PER CITY COMMENTS 2)- 6-22-2009 REVISED PER CITY COMMENTS Job No. 08-653 Drawn by: JT Checked by: JHT - °�n"""—h" � / ^ • I I LL a PVC SUPPLY MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE DRIPLINE START CONNECTION MALE ADAPTER TORO DL2000 TUBING LATERAL, 15- SPACING AREA PERIMETER FINISH GRADE 7 AIRIVACUUM RELIEF GPM RADIUS VALVE 6'ROUND VALVE BOX 6 X 15F CONNECTION I OF 4' BELOW GRADE. F VALVE AIRIVACUUM RELIEF VALVE FULL MALE ADAPTER NETAFIM TLAVRA 15A BLANK DRIPLINE TUBING EXHAUST MANIFOLD 15' (CENTERED ON MOUND OR 314'M x 1Z F 0 BEI" REDUCTION BUSHING 2.6 PVC EXHAUST MANIFOLD TWO THIRD DRIPLINE START o DL20DO TEE 30 =OR PIPE SIZE 15' BLANKTUSING CENTERED AR BRICK SUPPORTS (THREE) . 0 2 PERIMETER LATERALS 2'70 IV FROM EDGE 3/4'CRUSHED 15, ONE THIRD PVC SUPPLY MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE DRIPLINE START CONNECTION MALE ADAPTER TORO DL2000 TUBING LATERAL, 15- SPACING AREA PERIMETER FINISH GRADE 7 AIRIVACUUM RELIEF GPM RADIUS VALVE 6'ROUND VALVE BOX 6 X PVC SUPPLY MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE DRIPLINE START CONNECTION MALE ADAPTER TORO DL2000 TUBING LATERAL, 15- SPACING AREA PERIMETER FINISH GRADE LATERAL TUBING, W SPACING AIRIVACUUM RELIEF GPM RADIUS VALVE 6'ROUND VALVE BOX X 15F CONNECTION I OF 4' BELOW GRADE. F VALVE AIRIVACUUM RELIEF VALVE FULL MALE ADAPTER NETAFIM TLAVRA 15A BLANK DRIPLINE TUBING EXHAUST MANIFOLD 15' (CENTERED ON MOUND OR 314'M x 1Z F 0 BEI" PVC SUPPLY MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE DRIPLINE START CONNECTION MALE ADAPTER TORO DL2000 TUBING LATERAL, 15- SPACING AREA PERIMETER NJ :1,11103. LINE FLUSHING VALVE SCH 40 014u 5.6 GPM 1.16 "mull 120d M I IRRITROL 200 SERIES CONTROL VALVE WITH FOR DRIP ZONES ONLY 24V SOLENOID OR PRESSURE REGULATOR DC LATCHING SOLENOID NETAFIM MODEL MODEL E2002 3/4- PRVU75HF35 (241 kpa) 3.5-20 GPM (SEE PLAN FOR ELECTRICAL I lr2"PRVI5035 (241 kpa) 7 -41 GPM SYSTEM TYPE) 2* PRV200$5 (241 kpa) 41- 70 GPM NOTE: MAXIMUM VALVE FLOW RATE, 32 UPM. USE MULTIPLE FLUSH VALVES AS ZONE FLOW RATE REQUIRES, REFER TO PLANS SCH 80 UNION FOR TOTAL ZONE FLOW RATE, PVC MAINLINE PER LINE SIZE FINISH GRADE VALVE BOX SEE SPECS. GALLONS PER MINUTE (GPM) MANIFOLD PIPE SIZE, PVC SCH. 40 LINE FLUSHING NETAFIM VALVE TL050MFV-1 0-6 3/4� • 2MINIMUM 7-10 1. PVC REDUCER PYG LATERAL CLEAR 11-17 11/4 ADAPTER (OR EXHAUST HEADER) 18-24 1 112" 0 ot, 0 0 t 0 25-42 2- SX 'r-r FPT E AS REQ'D) IS a LEQ'D) . O( 'WOW - r, 00-p 00% C BRICK SUPPORTS L 'prp)Wp 43-75 2112" (THREE) 314* GRAVEL SUMP BRICK SUPPORT �028 CU. M. PEA 12' X 19* PVC LATERAL LINE (I CUBIC FOOT) z'T (1 -EA CORNER) GRAVELSUMP VALVE BOX REFER TO EACH DRIPLINE IRRIGATION ZONE ON PLAN DRAWINGS • P FOR ZONE GPM. REMOTE CONTROL VALVE WITH DRIPLINE SUPPLY AND EXHAUST I Ila, 2" PVC SCH 40 MAIN --- -------- ---- Ni Tilt. - • 'I I LINE FLUSHING VALV1 PLUMBED TO PVC — AREAPERIMETER OR DL2000 FINISH GRADE LATERAL TUBING, W SPACING AIRIVACUUM RELIEF GPM RADIUS VALVE 6'ROUND VALVE BOX TUBING TO BE BURIED A 15F CONNECTION I OF 4' BELOW GRADE. F VALVE AIRIVACUUM RELIEF VALVE FULL MALE ADAPTER NETAFIM TLAVRA 15A BLANK DRIPLINE TUBING EXHAUST MANIFOLD 15' (CENTERED ON MOUND OR 314'M x 1Z F SEE MANIFOLD TABLE BEI" REDUCTION BUSHING 2.6 PVC EXHAUST MANIFOLD TWO THIRD DRIPLINE START SEE MANIFOLD TABLE DL20DO TEE 30 =OR PIPE SIZE 15' BLANKTUSING CENTERED AR BRICK SUPPORTS (THREE) . 0 2 PERIMETER LATERALS 2'70 IV FROM EDGE 3/4'CRUSHED 15, ONE THIRD GRAVEL SUMP FOR PIPE SIZE NJ :1,11103. LINE FLUSHING VALVE SCH 40 014u 5.6 GPM 1.16 "mull 120d M I IRRITROL 200 SERIES CONTROL VALVE WITH FOR DRIP ZONES ONLY 24V SOLENOID OR PRESSURE REGULATOR DC LATCHING SOLENOID NETAFIM MODEL MODEL E2002 3/4- PRVU75HF35 (241 kpa) 3.5-20 GPM (SEE PLAN FOR ELECTRICAL I lr2"PRVI5035 (241 kpa) 7 -41 GPM SYSTEM TYPE) 2* PRV200$5 (241 kpa) 41- 70 GPM NOTE: MAXIMUM VALVE FLOW RATE, 32 UPM. USE MULTIPLE FLUSH VALVES AS ZONE FLOW RATE REQUIRES, REFER TO PLANS SCH 80 UNION FOR TOTAL ZONE FLOW RATE, PVC MAINLINE PER LINE SIZE FINISH GRADE VALVE BOX SEE SPECS. GALLONS PER MINUTE (GPM) MANIFOLD PIPE SIZE, PVC SCH. 40 LINE FLUSHING NETAFIM VALVE TL050MFV-1 0-6 3/4� • 2MINIMUM 7-10 1. PVC REDUCER PYG LATERAL CLEAR 11-17 11/4 ADAPTER (OR EXHAUST HEADER) 18-24 1 112" 0 ot, 0 0 t 0 25-42 2- SX 'r-r FPT E AS REQ'D) IS a LEQ'D) . O( 'WOW - r, 00-p 00% C BRICK SUPPORTS L 'prp)Wp 43-75 2112" (THREE) 314* GRAVEL SUMP BRICK SUPPORT �028 CU. M. PEA 12' X 19* PVC LATERAL LINE (I CUBIC FOOT) z'T (1 -EA CORNER) GRAVELSUMP VALVE BOX REFER TO EACH DRIPLINE IRRIGATION ZONE ON PLAN DRAWINGS • P FOR ZONE GPM. REMOTE CONTROL VALVE WITH DRIPLINE SUPPLY AND EXHAUST I Ila, 2" PVC SCH 40 MAIN --- -------- ---- Ni Tilt. - • 'I I LINE FLUSHING VALV1 PLUMBED TO PVC — AREAPERIMETER OR DL2000 NOZZLE SELECTION CHART FOR SPRINKLERS SHRUB SPRAYS & BUBBLER HEADS I SYMBOL LATERAL TUBING, W SPACING PSI GPM RADIUS DRIPLINE START L— 0 15F CONNECTION 4 15' FULL MALE ADAPTER LL CU 15A 30 EXHAUST MANIFOLD 15' THREE QUARTER SEE MANIFOLD TABLE 15A 30 2.6 FOR PIPE SIZE TWO THIRD DRIPLINE START 3% IN DIRECTION OF FLOW DL20DO TEE 30 2 15' BLANKTUSING CENTERED AR z AR ON MOUND OR BERM 1.4 15, ONE THIRD AIRIVACUUM RELIEF FOR PIPE SIZE 15Q 30 VALVE AT ALL HIGH POINTS 15, QUARTER MANIFOLD SEE TABLE 0= SUPPLY MANIFOLD IFE CONTROL 0.6 4'x 15' SEE MANIFOLD TABLE WITH PRV 15CST FOR PIPE SIZE 1.2 4'x 30' SUPPLY MANIFOLD REMOTE CONTROL VALVE CE6 9SST SEE MANIFOLD TABLE WITH PRV 9'x 18' SIDE STRIP FOR PIPE SIZE —a— 15SST 30 RGP-412 TUBING TO BE BURIED A 4'x 30' SIDE STRIP MALE ADAPTER MINIMUM OF 4' BELOW GRADE, 12F NOZZLE SELECTION CHART FOR SPRINKLERS SHRUB SPRAYS & BUBBLER HEADS I LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER EXHAUST MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE DL2000 TEE DRIPLINE TORO DL2000 RGP-412 LATERAL TUBING, 15' SPACING AIRIVACUUM RELIEF VALVE (PLUMBED TO DRIPLINE ONE AT EACH HIGH POINT) RGP-412 TUBING TO BE BURIED A MINIMUM OF 4' BELOW GRADE. IRREGULAR AREAS: TRIANGULAR IRREGULAR AREAS: ODD CURVES SYMBOL SPEC#/NOZZLE PSI GPM RADIUS PATTERN L— 0 15F 30 4 15' FULL (IS' SPACING) ON TOP 2r3 LL CU 15A 30 3 15' THREE QUARTER PLUMBED TO PVC 15A 30 2.6 15, TWO THIRD DRIPLINE START 3% IN DIRECTION OF FLOW 15H 30 2 15' HALF z 15A 30 1.4 15, ONE THIRD FOR PIPE SIZE 15Q 30 1 15, QUARTER MANIFOLD SEE TABLE 0= 15EST 30 0.6 4'x 15' END STRIP CONVENTIONAL SPACING 15CST 30 1.2 4'x 30' CENTER STRIP CE6 9SST 30 1.2 9'x 18' SIDE STRIP —a— 15SST 30 1.45 4'x 30' SIDE STRIP MALE ADAPTER < 12F 30 2.1 12' FULL TORO DL2000 TUBING LATERAL 12A 30 1.5 12' THREE QUARTER REMOTE CONTROL VALVE 12A 30 1.3 12' TWO THIRD \—PERIMETER 12H 30 1.1 12' HALF 0 12A 30 0.9 12' ONE THIRD 5 12Q 30 0.8 12' QUARTER (E) MSBN10F 30 1 11 FULL STREAM BUBBLER MSBN50H 30 0.5 1' HALF STREAM BUBBLER MSBN25Q 30 0.25 1. QTR. STREAM BUBBLER TURF ROTORS AA PGP-ADJ-LA-7 40 3.1 32' ADJ. FULL BB PGP-ADJ-LA-8 40 3.9 34' ADJ. FULL CC PGP-ADJ-LA-9 40 5 37' ADJ. FULL DD I- 25 -ADS-4 40 3.8 40' ADJ. FULL EE 1-25-ADS-7 40 6.6 45' ADJ. FULL FF 1-25-ADS-8 40 7.7 47' ADJ. FULL GG 140-ADS-40 50 8 46' ADJ, FULL HH 1-40-ADS-41 50 10.2 52' ADJ, FULL 11 1-40-ADS-43 50 14.2 58, ADJ. FULL ii 1-60-ADS-7 40 6.5 50' ADJ. FULL KK 1-60-ADS-13 40 10 56' ADJ. FULL LL 1-60-ADS-18 40 15 59, ADJ. FULL LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER EXHAUST MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE DL2000 TEE DRIPLINE TORO DL2000 RGP-412 LATERAL TUBING, 15' SPACING AIRIVACUUM RELIEF VALVE (PLUMBED TO DRIPLINE ONE AT EACH HIGH POINT) RGP-412 TUBING TO BE BURIED A MINIMUM OF 4' BELOW GRADE. IRREGULAR AREAS: TRIANGULAR IRREGULAR AREAS: ODD CURVES E LATERALS ME CONTOURS NORTH U) AIRIVACUUM RELIEF VALVE cn 0 L-LL (PLUMBED TO DRIPLINE L— ONE AT EACH HIGH POINT) CONVENTIONAL SPACING Z w (IS' SPACING) ON TOP 2r3 LL CU OF SLOPE LF LINE FLUSHING VALVE PLUMBED TO PVC C) 0 USE WHEN SLOPES EXCEED ft—SEE DRIPLINE START 3% IN DIRECTION OF FLOW CONNECTION 0 MALE ADAPTER z PVC EXHAUST MANIFOLD MANIFOLD TABLE FOR PIPE SIZE PVC SUPPLY MANIFOLD MANIFOLD SEE TABLE FOR P[PE SIZE CONVENTIONAL SPACING RGP4 12 TUBING TO BE BURIED A (15- SPACING) PLUS 25% C/) MINIMUM OF 4' BELOW GRADE. ON BOTTOM 1/3 OF SLOPE REMOTE CONTROL VALVE WITH PRV 0 vj DRIPLINE START 0 AREA PERIMETER CONNECTION z MALE ADAPTER < BLANK DRIPLINE TUBING PVC SUPPLY MANIFOLD (CENTERED ON MOUND OR BERM) SEE MANIFOLD TABLE TORO DL2000 TUBING LATERAL FOR PIPE SIZE 15'SPACING REMOTE CONTROL VALVE —AIR(VACUUM RELIEF WITH PRV VALVE \—PERIMETER LATERALS 2" TO 4' FROM EDGE E LATERALS ME CONTOURS NORTH U) cn 0 L-LL W L— Z w LL CU CU C) 0 0 0 z 0 0 C/) ILL z 0 vj 0 < w z j < 0 w w SEAL 4" or Jo 23 Date: 1-20-09 Revision: 1Y 5-27-2009 REVISED PER CITY COMMENTS 2y 6-22-2009 REV`ISED PER CITY COMMENTS E LATERALS ME CONTOURS NORTH I NORTH SEAL Cq J • 0 MATH AN I i !T qE R) -Fl! 000jtlR Date: 1-20-09 Scale: =1 0, I)rloo =L Revision: No. Date: Description: 1)- 5-27-2009 REVISED PER CITY COMMENTS 2)- r,22-2009 REVISED PER CITY COMMENTS U) 0.7 U) 0 W .7 M A-a-f-a LL co Co Job No. 08-653 00 LL U) W- < W .j .j UJ Z < W CL SEAL Cq J • 0 MATH AN I i !T qE R) -Fl! 000jtlR Date: 1-20-09 Scale: =1 0, Revision: No. Date: Description: 1)- 5-27-2009 REVISED PER CITY COMMENTS 2)- r,22-2009 REVISED PER CITY COMMENTS Job No. 08-653 Drawn Checked by: JT mm OPENING FOR TF PLANTER TO REMAIN m J. ir1 e 1 e I m 4!t1 miffigNAWN ME WITH #3 REBAR DIRT OVER �s 9. a RAINBIRD PRODUCT /`;�.+` 4 -INCH GRATE (INCLUDED) °t.`_ % BUBBLER. RAIN BIRD 1402 0.50 GPM (INCLUDED) 3 ROOT WATERING SYSTEM: RAIN BIRD RWS -BG02 (INCLUDES 1402 0.50 GPM BUBBLER WITH RISER, GRATE, SWING ASSEMBLY, 1/2' MALE NPT INLET, AND BASKET CANISTER) J CONCRETE SIDEWALK OPTIONAL PEA GRAVEL OR RWS SAND SOCK (RWSSOCK) FOR SANDY SOILS 1/2 -INCH PVC SCH 80 NIPPLE (INCLUDED) 7 1/2 -INCH 90- DEGREE ELBOW (INCLUDED) B 12 -INCH SWING ASSEMBLY (INCLUDED) 112 -INCH MALE NPT INLET (INCLUDED) t0 PVC SCH 40 TEE OR EL 11 LATERAL PIPE 12 4 -INCH BASKET WEAVE CANISTER (INCLUDED) DPEETAIL - RESTORED BRICK SIDEWALK - OSCEOLA AVE 0! - LAN WRAP GEO- TEXTILE FABRIC AROUND END OF AGGREGATE AND FULLY UNDER AGGREGATE THROUGHOUT PAVER AREA EXISTING CONCRETE CURB CONC. SIDEWALK PAVERS WITH SAND /CEMENT JOINTS SEE NOTES FOR SPECS SIDEWALK I R c r • r 6'CRUSHED CONC. O?DETAIL PAVER SECTION E C T�l :0:N _NTS 24' - BANDING PAVERS, TYPE P1 FIELD PAVERS, TYPE P28 A MORTARLESS BRICK PAVING WITH SAND /CEMENT JOINTS PAVER, (4" X 8" X 2 -1/2') -- SIDEWALK PAVER APPLICATION AGAINST SECTION NI BROOM FINISHED CONCRETE SURFACE SIDEWALK THIN -SET THIN BRICK PAVERS WITH BUTT JOINTS -THIN -SET MORTAR 5" CONCRETE SLAB WITH #4 WWF COMPACTED SUBGRADE SECTION DETAIL - RESTORED BRICK SIDEWALK - THIN PAVER SECTIO m � r r NEW CONCRETE CUTBIV CUT CURBING D ADD NEW CURB 'SIDEWALK FRAME IRONSMITH 41 -701 CORPORATE WAY, #3 PALM DESERT, CA 92260 (800) 338-4766 • r REMOVE EXCESS TOPSOIL AND MULCH AS SHOWN SLOPE GRADE AT MIN 1 %TO SIDEWALK TO A LEVEL 2" BELOW SIDEWALK. ALLOW FOR POSITVE DRAINAGE TO STREET OR PARKING LOT, TYP. EXISTING SIDEWALK -,, i*4 GRATE 1 -314" X 1-3/4"x 1/4" F- STEEL ANGLE SQUARE TREEGRATE FRAME M480OF WITH STANDARD CONCRETEANCHORS FRAME JIG WELDED FROM 1-314' x 1-3/4'x 1/4' STEEL ANGLE PER ASTM A36 ANCHORS 1/2' NELSON ANCHORS MACHINE WELDED TO FRAME FRAMES CAN BE HOT DIPPED GALVANIZED AND /OR PAINTED TO MATCH GRATES OTHER INSTALLATION CONFIGURATIONS AVAILABLE PSI CONC. CURB PACTED SUBGRADE /- PAVERS - TO MATCH EXISTING #t 4 REBAR CONTINOUS PLANTING SOIL DETAIL- TREE GRATE FRAME CONCRETE r r TREE GRATE FRAME INSTALLATION DETAIL STANDARD CONCRETE ANCHOR BUILDING FACADE z DETAIL - EXCESS SOILS REMOVAL AT BUILDING BASE § SECTION PLAN F • " L I +/ REMOVE EXCESS TOPSOIL AND MULCH AS SHOWN SLOPE GRADE AT MIN 1 %TO PARKING LOT TO A LEVEL 4" BELOW CURB. ALLOW FOR POSITIVE DRAINAGE ALLEY OR PARKING LOT, TYP. 12" y DETAIL - EXCESS SOILS REMOVAL AT EAST PARKING LO" 01 s, i t # r 1, i t> ..r ii i ■ a1 i Drawn 1. 1 J. ir1 e a- eal 4!t1 miffigNAWN ME WITH #3 REBAR DIRT OVER �s 9. a RAINBIRD PRODUCT /`;�.+` 4 -INCH GRATE (INCLUDED) °t.`_ % BUBBLER. RAIN BIRD 1402 0.50 GPM (INCLUDED) 3 ROOT WATERING SYSTEM: RAIN BIRD RWS -BG02 (INCLUDES 1402 0.50 GPM BUBBLER WITH RISER, GRATE, SWING ASSEMBLY, 1/2' MALE NPT INLET, AND BASKET CANISTER) J CONCRETE SIDEWALK OPTIONAL PEA GRAVEL OR RWS SAND SOCK (RWSSOCK) FOR SANDY SOILS 1/2 -INCH PVC SCH 80 NIPPLE (INCLUDED) 7 1/2 -INCH 90- DEGREE ELBOW (INCLUDED) B 12 -INCH SWING ASSEMBLY (INCLUDED) 112 -INCH MALE NPT INLET (INCLUDED) t0 PVC SCH 40 TEE OR EL 11 LATERAL PIPE 12 4 -INCH BASKET WEAVE CANISTER (INCLUDED) DPEETAIL - RESTORED BRICK SIDEWALK - OSCEOLA AVE 0! - LAN WRAP GEO- TEXTILE FABRIC AROUND END OF AGGREGATE AND FULLY UNDER AGGREGATE THROUGHOUT PAVER AREA EXISTING CONCRETE CURB CONC. SIDEWALK PAVERS WITH SAND /CEMENT JOINTS SEE NOTES FOR SPECS SIDEWALK I R c r • r 6'CRUSHED CONC. O?DETAIL PAVER SECTION E C T�l :0:N _NTS 24' - BANDING PAVERS, TYPE P1 FIELD PAVERS, TYPE P28 A MORTARLESS BRICK PAVING WITH SAND /CEMENT JOINTS PAVER, (4" X 8" X 2 -1/2') -- SIDEWALK PAVER APPLICATION AGAINST SECTION NI BROOM FINISHED CONCRETE SURFACE SIDEWALK THIN -SET THIN BRICK PAVERS WITH BUTT JOINTS -THIN -SET MORTAR 5" CONCRETE SLAB WITH #4 WWF COMPACTED SUBGRADE SECTION DETAIL - RESTORED BRICK SIDEWALK - THIN PAVER SECTIO m � r r NEW CONCRETE CUTBIV CUT CURBING D ADD NEW CURB 'SIDEWALK FRAME IRONSMITH 41 -701 CORPORATE WAY, #3 PALM DESERT, CA 92260 (800) 338-4766 • r REMOVE EXCESS TOPSOIL AND MULCH AS SHOWN SLOPE GRADE AT MIN 1 %TO SIDEWALK TO A LEVEL 2" BELOW SIDEWALK. ALLOW FOR POSITVE DRAINAGE TO STREET OR PARKING LOT, TYP. EXISTING SIDEWALK -,, i*4 GRATE 1 -314" X 1-3/4"x 1/4" F- STEEL ANGLE SQUARE TREEGRATE FRAME M480OF WITH STANDARD CONCRETEANCHORS FRAME JIG WELDED FROM 1-314' x 1-3/4'x 1/4' STEEL ANGLE PER ASTM A36 ANCHORS 1/2' NELSON ANCHORS MACHINE WELDED TO FRAME FRAMES CAN BE HOT DIPPED GALVANIZED AND /OR PAINTED TO MATCH GRATES OTHER INSTALLATION CONFIGURATIONS AVAILABLE PSI CONC. CURB PACTED SUBGRADE /- PAVERS - TO MATCH EXISTING #t 4 REBAR CONTINOUS PLANTING SOIL DETAIL- TREE GRATE FRAME CONCRETE r r TREE GRATE FRAME INSTALLATION DETAIL STANDARD CONCRETE ANCHOR BUILDING FACADE z DETAIL - EXCESS SOILS REMOVAL AT BUILDING BASE § SECTION PLAN F • " L I +/ REMOVE EXCESS TOPSOIL AND MULCH AS SHOWN SLOPE GRADE AT MIN 1 %TO PARKING LOT TO A LEVEL 4" BELOW CURB. ALLOW FOR POSITIVE DRAINAGE ALLEY OR PARKING LOT, TYP. 12" y DETAIL - EXCESS SOILS REMOVAL AT EAST PARKING LO" 01 s, i t # r 1, i t> ..r ii i ■ a1 i Drawn 1. 1 TREE OR SHRUB ROOTBALL SEE SEE PLANTING DETAILS IMPORTED BARK MULCH TYPICAL 213 NATIVE SOIL OR FILL 93 PREPARED PLANTING SOILS WIDTH PER PLANS CROWN ISLANDS 6' TO 12" TO ALLOW FOR POSITIVE DRAINAGE FILL TO 2-1/2' BELOW TOP OF CURB TYPICAL PLANTER ISLAND DETAIL 2 ARBORGUY SYSTEM -PRO 40 NO SCALE SURVEYORS FLAGGING PRUNE EXCESS BRANCHING TAPE - EA. WIFE FROM TREEMASS AND LOCATE TREE BUBBLERS SHAPE AS DIRECTED BY INSIDE SOIL BERM LANDSCAPE ARCHITECT FINISH GRADE GUY SIZES: NYLON ARROWHEAD ANCHORS,TYP. 1" 6WLB TEST BLACK EF� IN SOFT OR SANDY SOIL RESISTANT POLYPROPOPYLENE ARROWHEAD METAL ANCHOR,TYP, WEBBING -UP TO 4" CAL —RUBBER TREE TIE 39'1300 LB TEST BLACK ARBORGUY SYSTEM -PRO 40 LN RESISTANT BRAIDED EXCAVATED FROM PLANTING PIT SURVEYORS FLAGGING POLYESTER ROPE W'IB' TAPE EA. WIRE BLACK HOSE FOR TREE - COLLARS -UP TO 6' CAL FINISH GRADE 3'-4' OF EARTH SAUCER AT Z 7) z: PERIMETER OF WELL 7— p w NYLON ARROWHEAD ANCHORS. TYP. cc —HIGH GROUND WATER TABLE EARTH SAUCER AT IN SOFT OR SANDY SOIL PERIMETER OF WELL cy 4' ADS PIPE SOUD PIPE TO OUTFALL SUCH AS STORM LOCATE TREE BUBBLERS ARROWHEAD METAL ANCHOR, TYP. INSIDE SOIL BERM IN HARD OR ROCKY SOIL ww �i z CRUSH GRANITE OR SLAG DO NOT USE LIMESTONE DRAIN TO RETENTION POND OR LOW AREA REMOVE BURLAP FROM BACKFILL SHALL BE 213 SOIL TOP V3 OF ROOTBALL DO 2 TM EXCAVATED FROM PLANTING PIT NOT PLANT UND WRAPPED TREES THE CLAY CONTAINMENT LAYER AND DRAJN 2 TIMES AND V3 PREPARED PLANTING SOIL END OF ADS DRAIN PIPE INTO SAND LAYER BENEATH REMOVE BURLAP FROM TOP 1,3 OF CONTAINER DIA, ROOTBALL CUP WIRE BASKET AND REMOVE TOP 'KI DO NOT PLANT LINO WRAPPED TREES SET FOOTBALL RELATIVE TO SLOPE GRADE DO NOT SET LOWER THAN FINISHED GRADE I-E&IILfZh1"1'l IM &IAtL;II*n1j 24.SHRUBS SHALL BE PLANTED IN CIRCULAR PLANT PITS WITH A DIAMETER OF 16, GREATER THAN THE ROOTBALL OR CONTAINER. TREES SHALL BE PLANTED IN CIRCULAR PITS WITH A DIAMETER OF 28'GREATER THAN ROOTBALL OR CONTAINER AND BACKFILLED WITH PLANTING SOIL MIX. REMOVE CONTAINER AND CUT ROOTS IN 3 PLACES FOR OPTIMUM GROWTH. REMOVE TOP 12'OF BURLAP OR GROW BAG CONTAINE FROM TREES. I RESERVED. TYPICAL SLOPE PLANTING DETAIL I f"N • 3 GALLON HEDGE MATERIAL- TYPICAL IRRIGATION — HEAD PLACEMENT 3' CYPRESS MULCH, TYP. -TREE BEYOND PLANTED OUTSIDE HEDGE UNE,TYP, SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS PROPERTY LINE SLOPE TO SWALE AND SODTYP. ROOTBALL DIA. PLA,"NG.TYP. TYPICAL HEDGE PLANTING DETAIL 9__i�i�� 4' Em 12'POP-UP SPRAY HEAD 51#3111113� PRUNE EXCESS BRANCHING—\ FROM TREEMASS AND SHAPE AS DIRECTED BY LANDSCAPE ARCHITECT GUY SIZES: 1' 600LB TEST BLACK LN RESISTANT POLYPROPOPYLENE WEBBING - UP TO 4' CAL 39' 1300 U3 TEST BLACK UV RESISTANT BRAIDED POLYESTER ROPE M8' BLACK HOSE FOR TREE COLLARS - UP TO 6' CAL 3"-4' OF EARTH SAUCER AT PERIMETER OF WELL REMOVE BURLAP FROM TOP V3 OF ROOTBALL 00 NOT PLANT UNO WRAPPED TREES REMOVE BURLAP FROM TOP 1/3 OF ROOTRALL CLIP WIRE RASKFT INSTALL 10 CM ADS CORRUGATED DRAJN PIPE 18' BLACK HOSE ARBORGUY SYSTEM -PRO 40 SURVEYORS FLAGGING WITH ORGANIC TWINE TAPE - EA. WIFE LOCATE TREE BUBBLERS IF GROUNDWATER IS EXCESSIVE OR SOILS ARE INSIDE SOIL BERM TO RELEASE PRESSURE ON BUD FINISH GRADE LD NYLON ARROWHEAD ANCHORS,TYP. IN SOFT OR SANDY SOIL CUT AFTER 90 DAYS ARROWHEAD METAL ANCHOR,TYP, USED TO BRING SITE UP TO FINISHED GRADE IN HARD OR ROCKY SOIL 13ACKFILL SHALL BE 2/3 SOIL 5-LAYERS OF BURLAP EXCAVATED FROM PLANTING PIT 0 AND 1A PRFPARFn PiANTINr _qm INSTALL 10 CM ADS CORRUGATED DRAJN PIPE FRONDS BEFORE TYING BEFORE PLANTING TREES PALMS OR SPECIMEN ITEMS WITH ORGANIC TWINE TRIM INNER FRONDS AROUND BUD IF GROUNDWATER IS EXCESSIVE OR SOILS ARE i-vo r TO RELEASE PRESSURE ON BUD LD HEAVY CLAY MARL CONGLOMERATE FILL WAS w CUT AFTER 90 DAYS Revision: USED TO BRING SITE UP TO FINISHED GRADE No. Date: Description: 5-LAYERS OF BURLAP TREE OR SHRUB FOOTBALL 0 5)- 2 X 4 X SWOOD BATTENS 7) (see planting delail) 0 0 1" STEEL BANDS Z 7) z: 2 X4 X1M BRACES (3 MIN) 7— p w 7.SCM - IDCM cc —HIGH GROUND WATER TABLE EARTH SAUCER AT PERIMETER OF WELL cy 4' ADS PIPE SOUD PIPE TO OUTFALL SUCH AS STORM LOCATE TREE BUBBLERS INSIDE SOIL BERM SEWER OR RETENTION POND ww �i z CRUSH GRANITE OR SLAG DO NOT USE LIMESTONE DRAIN TO RETENTION POND OR LOW AREA MATERIAL INSTALL UNDER OF SITE ALTERNATIVE IS TO PUNCH THROUGH 2 TM RCOTBALL AND AROUND THE CLAY CONTAINMENT LAYER AND DRAJN END OF ADS DRAIN PIPE INTO SAND LAYER BENEATH CONTAJNER DLk REMOVE OUTER AND LOWER FRONDS BEFORE TYING WITH ORGANIC TWINE TRIM INNER FRONDS AROUND BUD i-vo r TO RELEASE PRESSURE ON BUD LD DURING INSTALLATION w CUT AFTER 90 DAYS Revision: No. Date: Description: 5-LAYERS OF BURLAP 0 5)- 2 X 4 X SWOOD BATTENS 7) BANDED TO TRUNK WITH 0 0 1" STEEL BANDS Z 7) z: 2 X4 X1M BRACES (3 MIN) fE p w 7.SCM - IDCM cc EARTH SAUCER AT PERIMETER OF WELL cy LOCATE TREE BUBBLERS INSIDE SOIL BERM ww �i z F- 3'4'HOSE SIB WITH 10' OF 314" HOSE PLASTIC VALVE BOX VMH COVER FINISH GRADE 90^ ELL -PVC SCHEDULE 40 P^ V.1 ui .j z :) r) 0 O� 0 vi reo w UJ 6� w d • N SEA] r) to p" i-vo r M001 12:r Date: 1-20-09 Scale: Revision: No. Date: Description: 1) -5-27 -2009 REVISED PER CITY COMMENTS 2j -6-22 -2009 REVISED PER CITY COMMENTS I=' Job No. 08-6;j3 sm Of 8 Sheets