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DIR-2010-41b CITY OF ��UPERTINO 10300 Torre Avenue, Cupertin o, California 95014 (408) 777-3308 To: Mayor and City Council Membei s Chairperson and Planning Comniissioners From: Aarti Shrivastava, Director of Co nmunity Development�' Prepared by: Piu Ghosh Date: October 27, 2010 Subject: Director's Minor Modification, DIR-2010-41, to allow repainting of the building exterior and minor sit�� improvements located at 20300 and 20320 Stevens Creek Boulevard. Chapter 19.132 of the Cupertino Miinicipal Code allows for administrative approval of minor changes in a prc►ject. The Director reports his decision to the City Council and Planning C:ommission in time to allow an appeal of the decision within fourteen cale:ldar days. DISCUSSION The applicant is requesting a modificatio�i of a previously approved Architectural Site Approval to modify an existing office bu ilding and associated hardscape areas on the property. Since the property is located in a Planned Development area, any changes to � the exterior and the site must be approved with a Director's Minor Modification. The proposed changes to the building arE� limited to painting the mullions around the windows a different color. The proposed changes to the site include: 1. Removing the existing brick pavi�ig and concrete subslab and updating these with concrete pavers and poured ccmcrete paving 2. Removing the existing cladding of the water features on site and updating these with a different veneer 3. Replacing walkways to allow for disabled persons access 4. Conversion of a portion of the pavi:lg area to planting area 5. Changing the outdoor furniture anc� planters 6. Replacing the existing bollards ACTION The Director of Community Development deems the modification minor and approves the proposed changes (see Attachment 1) �Nith the following conditions: 1. TREE REMOVALS No tree removals are approved with this Director's Minor Modification. DIR-2010-41 20300 & 20330 Stevens Creek Boulevard Page 2 2. LANDSCAPE INSTALLATION R:EPORT Prior to final occupancy, the applic�.nt shall provide a Landscape Installation Report (per CMC section 14.15.080) 3. LANDSCAPE MAINTENANCE AGREEMENT Prior to final inspections and final cccupancy, the owner(s) of the property shall enter into a formal written landsca� e maintenance agreement with the City. The Agreement shall be recorded again�.t the property or properties involved, with the County of Santa Clara Recorder's Office and it shall be binding on all subsequent owners of land served ti�y the proposed landscape. The landscape maintenance agreem ent shall require that the installed landscape not be modified and that maintenar�ce activities not alter the level of water efficiency of the landscape from its �riginal design, unless approved by the City prior to the commencement of the ��roposed modification or maintenance activity. This approval of the modification is effective October 27, 2010. The fourteen calendar day appeal period will expire on Novemb��r 10, 2010. Enclosures: Attachment 1 Plan Set G: � Planning � PDREPORT � DlRreports � 2010 � DIR-201 J-41.docx Oct 25 2010 12:32PM HP LRSERJET FAX pa�e 1 32g Lamdacaping Urdinance Appendix A APP�NDIX A- LANlDSCAPB 1dATER SFFICFBNCY C�TBCKY.dST a �.NLySCAPE �V'ATF R—EFFICIENCY CHECIELTST nuerraicnh,y Lk��clapMCir� L>c�,artmc��t p.3(1f) T�rr� A wnu a ,i01i.777.33Qfi j Fn r-Jik?.777. ?�:�33 � upc�rCLrw, CA yaU14 placv�in�''xupcstinu.c�ry; U N hUp:/fr.u�rlino.�rgjplannin ' �� atipplicari! 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AMA�M�� 2.�i�ln�»ar�n - fn��,whiehrev^rir�I�Anr;nArrw, [T nwWalarbuely,r.ta-rlaulatksniwyuirr..3 � �v�th lnrdu»rn �m��v.t r��d�mitl.nlJ AU }+criliult� vf lut� tav�a erlwll bn wiaksr lltute diKltl. (�+) �iuL Y�e Turl fif q�iUu�si) b tiuik.xl lo ulu�;�y ��ul excrx.�►lli� l:±rv� Yr,. \Tnt�-TLLd � /\t k�rt �C1°� uf nutt-Curf ut+c+u ylvil l rucuiist uf �xativu oc � Yr.� Vn Imv wwlrr'vw+ �>Iwril�c (If na� Walax 1*uclpr.l. . leliti+n r��im i wit6 hutid� prujr�t subavth►!] Hyd�+4tOne� � P'Innt�t w ftSi kimilur �.tcxr nwEwJ� u�uil lxe �n>upr.d wtti�fn �cy Gj Vv I 1�,�^clnv.�nxti. F.uc.l�liy�lrvw�w vlulllwtitiuttrulka!!ys tanus.3on ha LrnuKrni FYr ��aru� �nlw. Ibk�lc:l�L1v.0�OCC)1 (tYl�ilt�pri 6g9 pA 9yKtwmn �ull F�n �Ier��Ln�e# und m�intairned to minimize �p(' Y Q�� wxtur wwkiu (v.K..'r►uwtf� !v►v lu.w�l �kn►f�aa�. �v�lvvFxay). � i ln�w-vc�lutrw� irri��N�tin Khu1) tk u+ iliix�l In nc>n-turt nn►:r�. irrlF;�uluu dl�e�ll u�dy uwurlwtwcuu tkw l�wr�c u! N:W patc► [II' n��, Ymvida ascpl�naUun ��n i�a�:kJ ; una� 1O.t10P��. SuCl i A n�lnimuiti �f o��hl'(K) in.#x+rs nf nr,n u�rnpa•:4nd l.�>snil Yes ,,,J N�y ' �ht�ll bu uvt+lLuhia ln �ltuzt��c! �ur:u� �, provid�s oxpl:unaticui tim lwck] ; 9uil :uYwnSimrrrts�, x�ii;It aY cwatpu �t ax fwrtillr�e�c. �l.inll be � Y�, �„� Tlo � n�+r��elrl� add�d�nnvxsiinT 1r ltx± mil n�►ndiiittn�c sl � t}�a �.rc�jr.cx xite and hnsrr3 <�� wlw: iK ar{m�+riutn fortfw ! �Cl�l7l.�(lG��d.[l�Si. i�l1U�Pri�VI�l1ClcpL'1J11WUQpS'It7YC'LS� Mnlch A minimui�n twn (2}-kn,:h luyer af mulc�h yt�all beap�lixd Y�, J No uit all vxpuwd w�l �u:f�+cc:y ��f plentiu�; brcwr. uxwyl i�i ', ur�ux�irdirex� eur.din,Luppl'untlnn (K.�. hu�lrcrr�wd7. [Ifz�n, Prnwdnr�cplwna��on nnk�rkJ f um uwdre� atuvu�l la (Mum�s+xinwl rn��urt:�n+ rct�?a�{Fn�; nuYivH uttd kfw wvtnr usn �+lanoti, irri�sian �f�ir,k!rxy,urxf cttl►xr:u;�cis ��f wutor-c�fB� k nt }ir�. 1�Y itif r ttuit Nroc 4nf:xrnutiun prcxdda� i un th►� clti�: Wxt isr �xsrcc�:f. an.i tiv_ imFFtull�.x! I:usds�:apc: �wrnpliuy with thr x�yuiz.�avrr • nf Ch�}�tura4,lo i nlea uncixrytsu�i that un; changn�r tu tkur psujr�t will ncti��Gnte a mw cLuakliyt. 0 2 �/V Si tulur[: u uwxu.T t � jvria.xl x� u��tdulivc D � - ��i�"��I�� 2Q �Q S-�5 -. _ fo-_a�?.- �o .w�. � --� � s �, � � �� "� �.,aa . -� � 20300 STEVENS CREEK BL� MAWA/ETWU WATER USE C;ALCULATIONS: Maximum Applied Water AllowancE� MAWA Formula: MAWA =(Eto)(.62)[(.7 x LA)+(0.3 x SLA)] YEARLY WATEft USE ETo = 42.2 inches/yr. Landscaped Area (LA) = 16,835.0 square feet Special Landscaped Area (SLA) = 0.0 square feet MAWA =: 308,548.8 gallons/yr. � MAWA = . 0.95 acre feet/yr. MAWA = 41,247.1 cubic feeUyr. Estimated Tota/ Water Use (ETWU) Formula: ETWU = (Eto)(0.62)[(Plant Factor)(Hydrozone Area)/IE+SLA] Low Water Shrub Spray Area ET1�'U calculations: Eto = 42.2 inches/yr. Landscaped Area (LA) = 9,169.0 square feet Special Landscaped Area (SLA) = 0.0 square feet Plant Factor = 0.3 Irrigation Efficiency = 0.70 ETWU = 102,886.4 gallons/yr. ETW U= 0.3 acre feeUyr. ETW U= 13,754.0 cubic feet/yr. Medium Water Shrub Spray Area 1=TWU calculations: Eto = 42.2 inches/yr. Landscaped Area (LA) = 7,666.0 square feet Special Landscaped Area (SLA) = 0.0 square feet Plant Factor = 0.5 Irrigation Efficiency = 0.70 ETW U = 143,368.4 gallons/yr. ETWU = 0.4 acre feeUyr. ETWU = 19,165.6 cubic feeUyr. Estimated To ta/ Water Use ca/culat ETWU = � 246,255.0 gallons/yr. .. � ETW U= . 0.8 acre feet/yr. ETW U= 32,919.6 cubic feet/yr. l� 1 /� -aD� D - JDE l�ssociates ' - =r 20300 StevensCreekVBlvd.xls � .��- ��,.7 �� _ ,_._�_t.._. � 10/?5/2010 �._ . . . � - �- � �� F �lr" `' t� -`�� a s'�r . = l i.? ��'`. �� .. U c c � � � �i c� �t � � \ � � v. � 3 � F- Li I �. � � l_: l� / u: ` � ' L � c: s �� ` � fi c c � c: G � � � � � � � r: c � � r� h^ c� fi I i �; " � >. T� r -a . Cu ertino dli rnid .501 C o 9 � > > 0 0 0� � � �� Z O Z Z � w � � f O � W � � � O r Q � z F- z z � z � � a a m � Q VIGINITY MAP �is��cna+� urr oF cu�znr+o GODE GOP�PLIIW',E: 2Dipl GALIFORNIA BUILDIN6 GOpE G01l�iiRUGTION TYPE= EXiERIOR LAND�.�GAPE RBiU/AT1Uk5 PRD,EGT SIZE: 4b AGRE PROJEGT INFORMATION STEVENS CREEK BLVD. z �� C7 SI� � z ' � � 9 � V 9 � PACIFICA DR� McCLELLAN RD. p � r2 ��l o ' �l-I . � . , : D "�7-Io� �.:, r ,. , • { . ' . _ ,....,�_... .. .. ,� .�., R .. � t �.v. T a � . . r . , v , 4 . . ., .. f ' • .�� '" { " ` � r ,� j r �: i�d� � `i � `.� . /� �.. . • ra 4' a NORTH � � � N.TS. GENERAL LOAO GOVER SHEET GIVIL GI PARTIAL TOPOGRAPH�G `.�i1RVEY G2 PARTIAL TOP06RAPHIG SURVEY LANDSGAPE LO.00A LAND�'.�GAPE SPEGIFIGATIONS LO.00B LANDSGAPE SPEUFIGATIONS LO.00G LAND�'�GAPE SPEUFIGATIONS 1/1 /11 Tp CG OCAA/l� / A 1 A\ Irl �f-� A�I i r� �� r�w •� � DRf�WINC INDEX OWNERS IRRI6ATION GONSULTANT Lane Ptxtners, LLG .lames D. Eddy Assoctates 644 Menlo Avenue, Suite 204 Irrfgatton System Desic� d Englneering Menlo Park, GA 94025 One Annabel Lane, Sulte 20�1 PFione: 650B38A100 Srn Ramon, GA 94583 PFio�e: 925861.333G LANDSGAPE ARGHITEGT f�C.X't F�OWBffOl1 I Unton St, Third Floor San Francfsco, GA 94111 Phone: 415.4392200 PROJEGT D I REGTORY �� f� k � ( �V l �z �. 1 V � O F F jY � Z 2 S � + O � �" «o ,+, w ': s� �- �� 8^ : � O 1 _ 2 O 5 j L L � x < «< � o. a � o, N r . Y O r� p4 " °; o- �� : x o� � � • F�+-�1 I � � 4� i-d V � � 4� �✓ C!� U � � 0 � t'� � � A." N c� CMN 14w 11�s� �\.M�.lrL�eAWo ,k.... r a..4..... R h.k pepsafll�tlle�m W��m�1' rd�Mriepe�a d Il�t N�.er S C A L E: lWIE Q7N6 URAilTK: G Mlf fIS Ull[YHAL 517i_ Y:NF.6lK) •••• [LN[il ARf.It:NIF_ D A T E 1 S 5 U E 7/16/10 PER.�4'I'SEf I R E V 1 S I U N S M1n DA7Si LSStiIi 1 7/=g/10 %.AhA1IK: //�� CAa11NLh7S � 7/29/In 61D SL? �, � einno eur:w�c: C(1NML'Al5 IQ 9/17/10 AS.XIC�A7l(X� C.qNMLAIS � W w � w v� a �/ � � � o 2 U 8 ¢ x � PRUj HCT tt: 10.004 DRA Wtv 8Y: cx C H E C K E D B Y: AFi DRA W IhG h(); L0.00 LEG END ��Rrr ua rRawr sQC No dtir►�on '� io 11�IA[i�R 1�0lF�Y LlilE --- s1�0� BlIMTIOM .�� GBRE�I�IE - Ca17di �'—`� �r �sa►e�rt� — — — — — �xcaNwotr� r.-- .____.,�_...��-�-' �Ll� iiiiiiiii � �nuro Mowu�r�s� ■ a� �uma �NIl1 FLDOR OAEI� 10CJriqN � COIOI:Z! ............ .. ........... . .......... ........... .. ...... ............ ............ ......................: 3�ER t� .-� iRM610RM� � 'w[�no�r�� R S77DIIY 0lAll� IMIHOIE � MA�N1�li C1 �� e GA6 NkT� # UTILRY IOLE T yALyE S u� � e • u'rRrrY oc �� O -�� IA[[ F{�dM MlVB1rF� .-. �QS� NI�CA7CR1aLV[ o-rs SCp 'r lOLIAIID � � (��-�a1o� �I'I Io �'�7 f0 . _.w ,�.� _ �. . � y �'k .. 1 . , . ��` ; __ � *� * NOTES 1. 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W �� ', s Z d � f �' , � m � � :<,;, J V d = � � O � � O ry � � � V 11 JLLY 14. 20 H IL! wS g1dYM i1CF1ER JL11 M7E� q i IH0036 EET c c � � � �1 n �.r c� � `� DIVISION i: GE.. .nl, REQUIREMENTS SECITON lA: SUMMARY OF WORK 1'his work consists of construction of site and landscape renovadons m an approsimatdy 4.6-acre office park as indicated on the atrached drawings. Renovations to the esisting pavement, fomtains, sigfit lighting„ udlities connections, plandng, and irrigadon are included in the work. Thesc drawings and specifications were prepazed by Hart Howerton, Planners, Architects, and Landsriipe Architects, Ltd., One Union Street, San Frandsco, Califomia 94111, for thc landscape renovation of 20300 Stevens Crak Blvd. These drawings and specificadons are the property of Hart Howerton. Use of these drewings in any locadon otha than indicated is not authorized by Hart Howerton. Hart Howerton assumes no responsibiliaes for unauthorized use of theu drawings. Use or reproducaon of these drawings in part or whole is unlawfu! without the writtrn pemvssion of Hart Howerton. SECTION 1 B: CONT'RAC'1' FORMS The following forms shall be used througfiout the course of this projecr. "Standard Focm of Agreement betwern Owna & Contracmr," AIA Document A-111, curnnt edidon. "General Conditions of the Contiact for Construction," AIA Documrnt A-201, current edidon. "Performance Bond" &"I.abor & Material Payment Bond," AIA Documrnt A-311, current edidon. "Change Order," AIA Documrnt G-701, current edidon. "Applicadon & Certificate for Paymrnt, AIA Documec�t G702 & G-703. SECTION 1C: PROJECT REQilIREMENTS Eaecure the Work in strict compliance avith all applicable Srete, County, and City construction codes. Provide all protective structures, devices and fire eatinguishexs necessazy for the safety of workmrn, equipment, the public and property as required by State, Federa! or Municipal laws and reg�iladons. The Drawings and Specificadons are coopeiadve. Informaaon shown on one or the otha is as if shown on both. Conflicts betwern the Drawings and the Specificadons shall be brought to the Iandscape Architect's attmtion before proceeding with the affated work. It s6a11 be assumed that the Contraaor has antidpated building the more eaprnsive of the requiremrnts in bidding the job, and any resoludon of conflicting infom�adon will not result in an increase in mst The Conttactor shall be thoroughly familiaz with all of the requirements of this project. Prior to commrndng the work, the Contracmr shall visit the sice to become fazniliarized with all of the site & local mndidons, and become informed of the requiremrnts and procedures of the vazious authorides having jurisdiction over the pmject. This includes the wnstruction ordinances and regtiladons escablished by The Gty of Cupertino. Note that Work will be govemed by the city's noise ordinance, Chapter 10.48 Communiry Noise Control, avaiJable for review at www.cupertino.org. Work hours are 7azn to 8p� Monday through Friday. Thc Contractor shall become familiaz with the Drawings and the Specificadons and shall be responsible for the compadbiliry of the vaaous mmponents of the project, induding, but not limited m: matedals and finishes. The submission of a bid implies fiill and rnmplete undtrstanding of the documents, the reg�iladons, and the requiremencs of the job. The Contracmr shail provide all labor, materials, equipment, permia and inspections and shall do all work, pecmanrnt or temporary, necessary to the compledon of the projat The work shall be rnmplete, deaned and ready for occupanry. A. Plan check and building pezmit fces will be paid by Owna. B. The Owner will pay utility fees. The Contractor will coordinate with utilities for mnnecoion of water, gas, dectdcal, and tdephone services u naessary. C. Tempo:ary utilides are the responsibility of the Contractor. T'h� f nnrrarmr ctiall nmvirle nrnner fi�ll-rim� c�mervisi�n �f the work and coordinate the work of all [radtS to insuie timely rnmpledon of all wo:ic. The Contrrcmr shall be responsible to rns�m d�at Subcontracto:s are approved applicarors of the materials and systans specified, and supplias fiilly aaaze of project requiremrnts. Mainrain a neat and clean job site, ranoving all debris as the job progresses. The design, adequacy, and safety of erection btacing, shoring, oemporary supports, etc. is the sole responsibiliry of the Contracmr and has not been rnnsidered by the I�ndscape Architect. The Contracmr is soldy responsible for stability of the site work prior to the completioa of all components, including but not limited to: site walls, trellis trnovadons, and 5nish materials. The Contracmr shall provide the necessary bracing m provide stabiliry prior to the mmpletion of the aforemrntioned materials. Observadon visits m the site by the I.andscape Architect shall not include inspection of the above itans. The Contracmr shall protect adjoining properties from damage and be responsible for any repair m said properties as well as to eaisting curbs, sidewalks and utiliaes. The Contractor shall provide temporary toilet facilides and utilities, induding gas, wacer, dectridry and tdephone service on the job site. The Contractor shall provide and pay all eapenses for any required Reg}steted Professional Enginacr's certificadon of staldng, layout, 5nish elevations, dimrnsions, survey monumrnts, or any otha Enginea's certification indicated on the Drawings and Specificadons or required by the goveming building authoriry. The Contractor shall provide erosion control, mre & plant protection and protection of adjacent areas from runoff or co�taminadon due to the rnnstruction process. The Contracmr shall provide dust control by means of water spray during all earthwork and gtading operadons. SECI'ION 1D: SUBMITTAIS The Contractor shall submit shop drawings, samples and product info:madon of all mmponrnts for the Landsrape Architea's review, afta having bern reviewed and approved by the Genetal Contrador (if applicable), and prior to plaang � final otder or installadon. Allow sufficirnt time for review and ordering to avoid delays. Allow the Landscape Architect a minimum of trn (1 � worldng days for revieavs and requests for clarificadon. Shop Drawings & SubmittaLs shall clearly delineare the following information: (a). Iandscape ArchitecPs name, project name & number (b). Drawing dde, numba, date, and scale (c). Naznes of Contractor, Subcontracmr & Fabricator (�. Contractor s approval signature and date (e). Worlang & erection dimensions (�. Indicate relation m adjacrnt wofk of otha trades, and deazly idendfy field dimensions & coordinadon requiremrnts. Describe mlerences, finishes & composidon of the assanbly. (�. Anangements & section views (h). Necessary details with rnnnections to or dearance from other work n. Kinds of matcrials & 5nishes. SECTTON ]E: MATERIAIS AND EQUIYMENT Escept for :equired labds and openting data, do not attach manufacturer's nameplares or mademarks on surfaces eaposed to view in occupied spaces or on the eaterior. Deliva, store and handle pmducts in accordance with maciufacturer's instructions or remmmrndadons using methods that will prevent damage, detaioration or loss. All materi�ls shall be ncw, unused and delivered to the job site in their orig�nal mntainers. All wood, faus stone and similar materials shall be sm:ed off the ground and protected from the inclemrnt weathez. Comply with manufacturer s instructions & recommrndadons for instalJ�don of macerials & products. Anchor exh produa securdy in place, accurately located & proteaed from damage until the Owna has indipted in writing d�t he/she has accepted the work. All work and materials shall be guaranateed for a period of one year, commencing from the date the Owner's acceprrnce is issucd. The costs of cornctions, including labor and materials, shall be the Contraaor s responsibility. SECT'ION 1F: CHANGES No changes shall be made without the Landscape Architect's and/or (hvner s writtrn pemussion. SECI'ION 1G: SUBS"ITI'LTITONS Requests for substitution will be considered, if sufficient data is submitted danonstrating the qualiry of the proposed substitudon to be equai to, or better than the produa orig�nally specified and the requesa azc recaved cvithin 60 days afrer the nodce m proceed. The approval of subsdtutions shall be decermined solely by the Landscape Architect. The Landscape Archiact shall rrnder dus decision in a timdy manna, but the Iandscape Architect shall not be responsible for any effect to the cost or schedule caused by inmmplete or untimdy submimals. Submit a separate reqixst for each product, supported with complete dat� drawings and samples as appropriate, including detailed mmpazison. Include coordinadon infotmation, induding a list of changes required in other dements of the Work because of the subsdtudon, effect on the mnstnxtion schedule, cost data, and availabiliry of maintenance service, and source of replxanrnt materials. Indude a writtrn represenrrtion that Contraccor has investigated the proposed Product and detemuned that it is equa! to or superior in all respects to that specified, will provide the same warranaes or bonds for the subsdtution az for the Produa spea5ed, will cootdinate the installadon of an accepted substitudon ineo the Work, and make such other changes as may be required m make the Wotk mmplete in all respects, and waives all claims for addidonal rnsts which may subsequendy become appazrnt SECI'ION 1H: PROJEC'I' CLOSE-OUT 1. Substantial Completion a. The Contractor shall "pre-punch list" its own work and work of subcontractors. The Project will be reviewed and "punch listed" by La�dscape Architect and the Oaner only after the Project is essrntially complete. b. Whrn the Contractor mnsiders the Work or a designated portion of the Work is substantially mmpiae, a Snal inspecdon to detem�ine acceprance of the Project will be performed by the Landscape Architect and the Oana. c. From the infotmadon gathered from this inspecdon, the Iandscapc Architect will prepare � Cectifirate of Substantial Completion with an attached "punch list" of work to be perfocmed, mrncted, or rnmpletod before the Project will be accepted. 1. Work on the pnch list shall be mmpleted by the Contractor prior m �cccptance of the Project by the Owna. 2. "Punch list" work shall be completed within (30) days unless othenvise mucually agrxd. 2. FinalInspection a. When the Contractor mnsidas the Work is complete togetha with all "punch-list" items, it shall nodfy the Landscape Arckutect and the Iandscape Architect, Contractur, and the Oana shall make � joint inspecdon of the Woik m review thc "punch-list" itans. b. Whrn the I.andscape Architect 5nds that the Wock is xceptable under the Contract Documrnts, it shall request that the Contraaor make closeout submittals. c. The Concrxror shall coorclinate with Counry inspectors a final inspection for the purpose of obraining an occupanry catificate, as required. 3. Pmject Closeout Submitmis a. Upon xceptu�ce of the Work by the Owna and befon 5nal paymrnt is made co the Cont:actvr, the following shall be submitted to the Own«: 1. (� sets of Project Record Documrnts showing all changes in rnntract Wo�ic for each discipline dudng the coucse of constiuction, including the locadon of all underground utilides, pipes, ducts, mnduics, wires, irrigadon lines and dr�ins 2. Maintrnan« mataial (erna stock) whae called for in the Drawings and Specificadons. 3. (� complete bound sets of operating and maintenance instrucdons and pazts lists for all mate�ls and equipment. All required guarantees in accorduice with the General Conditions, induding guatantas 9[IU R'9ICA[1�C& L1LL b�U7I�I1[CCS illl(l W1II'lIlL1CJ �I1J11 I1:1vC l:UUUU �uly J 11:11uc, �uutcaJ� uiu wcYu��u number. 4. Evidence of P�yment and Rdase of Iiens. 5. Bonds and Service and Maintrnxne Contrxtc, u requittd by the Contract Documents, esecut�d by the Contracmr, subconuactor, manufacturer and supplier as applic�ble. 6. Documrnbaon that the Project is recorded, inspected and documrnted by goveming authorides u �CIOStd 011t.� 4. Final Adjusunmc of Accounts a. Submit a final applicadon for paymrnt to the Iandscape Architect �nd Owner reflecdng all �djusanents ro the upset Conatict Sum u follows: 1. The original Cont�act Sum 2. Addidons and deducdons resulting from i. Previous Change Onde:s ii Deducrions for uncorrected Worlc iii. Other �djustments 3. Total Conttact Sum, as adjusted 4. Previous Paymrnts 5. Sum ranaining duc 6. Receipts if requested by Iandscape Architect or Owna. b. A 5nal Change Order shall reflect approved �djustmrnts to d�e Coatract Sum not previously made by Change Orders. SECTION lI: QUALITY CONTROL The Contractor shall urange for any required testing �ccording to the Geotechnical Engjneer's Consultadon Recommendaaons letter, dated July 15, 2010, with suffident advance noace for the testing agency to respond for grading and compaction. Submit all testing and inspection reports to the Building Departmrnt as required. If different soils from those indicated in the Consultadon Remmmrndadons letta are rnmuntered, t�e Geotechnical Engfneer shall be noafied to provide evaluadon and supplanrntal ttmmmrndarions u necessazy. Any addiaonal eequired testing is also the responsibility of the Conmcmr. The Contracmr shall azrange for soils testing savices as xequired by the attych�d Planting Spedficadons, which will be paid for directly by the Owner. Obtain approval from tfie Iandscape Architect for selecrion of testing savice. Provide copies of all test reports m the Iandscape Architect, and if required, officials of the goveming muniapaliry. The Contractor is responsible for scheduling all inspecrions by the appropriate authoades as required by laav or local building ordinances. In addition, the Conmector shall provide the Iandscape Architect with msonable nodce for his /6a inspection of the wor� prior uo pouring mnaetc, upon mmpkdon of pncpatory danolition for the trellis work, upon delivery of plant materials to the site, and upon substantial compledon fo the pmject. Refa m avil documrnts for addidonal required inspections. The Contrxmr shall remedy any defects due to faulty matetials and workmanship that appeat within a period of one year from the date of the Occupanry Pemat, or within a longer period of rime as prescribed by laav or by the tam of any spedal guarantee, wananty, or industry standard. The provisions of the guarantee apply ro work done by Subcontractors as well as to work done by direct employees of the Contractor. DIVISION 2: STTE WORK SECITON 2A: SITE WORK - GENERAL All site grading, trenching, and backfill shall be done in acmrdance with the recommrndations of the Geotechniral Consultation Recommendations letter prepazod by Comerstone Earth Group, dated July 15, 2010, and the report is a part of these Contract Documents. Be thomughly familiaz with it, and follow all requirements and recommrndations. SECTION 2B: SiTE CLEARING Procect esisting trces, veget�don, �nd otha eaisdng site fracur�es th�t u�c to remain in place with fencing xcording to the Landxape Demolition Plans, Notes and Planting Details. Do not tdm or modify eaisting trees in any way without I.andscape ArchieecPs appzovaL Refer m plans for eaisting trees to be procected. Repair or rcplace mees �nd vegetndo� to temain, which are damaged by mnsmicdon operations in a manner xceptable to the I�ndscape Architect Employ a licrnsed azboast to repair daznages m trees �nd shrubs. SECI'ION 2C: EARTHWORK If soil condidons vaty from those �nddpated or give any puse for mncem for suitability mmmunicate those 5ndings immediately to the Landsc�pe Architect in writing. Locate ezisting underground udlities in advance of eacavation work. Pmvidc �dequate means of support and protection u required to maintain utilities during earthwork openaons. 1. Safety precautioas: Barricade open eacavadons with waming r�pes or lig�ts. 2. Excavadon, Trenching and Bacld'ill Operations: a. Shoring and bradng: Sh�ll be as required by OSHA for trenching worlc b. Drainage managtmenr. Establish u►d maintain temporary drainage ditches and otha diversions outside eacavadons limits. Do not allow wata to accumulate ic� ezcavations. c. Trenching 1. Route all underground cabling, rnnduit and piping so u m not interfae with esisting veget�don m remain or with installation of indicatod plantings. 2. Foodng trenches shall be of depth �nd size, cut u required for true �nd plumb cvork and u the sod condidons dicnte. Remove all organics. 3. Utility trenches shall be bxk511ed with en�neercd fill placed in lifcs not uceeding ag�t inches, nontompacted thickness, eacept thicka lifts may be used with the approval of the Geotechnical Enginecr provided satisfaaory compxtion is obrrined. If on-site soil is used, the maoedal shall be compacted m n least 95 percrnt relative compactioa In Sl�b and Pavement areu, t�e uppa throe fcet of tra►ch bxkfill shall be compacted to at least 95 percrnt ndadve compaction for on-site soils, �nd 95 percent where imporad sand back611 is used. Water jetting ro achieve the required level of bxk5ll is na pamitted. N01B: these squiranrnts m bIIIVIMUMS. City and utiliry company smndards supucede these stnndu�ds where they are geater. 3. Grading and Compaction: Site grading �nd mmpxtion stulh be perfomed in xmrdance with the Geotectinical Consulntion Recomnxndadons letter. F'ill material shall be appmved by the Geotechnical En�neer. a. Finish eaqvation: Eacavate by hand m 5nal gxade just befott concrete reinforcement is placod. Trim tnrnch bottoms to required lines and gredes to leave solid base ro receive wock. b. Eacavation for paving: Cut surf�ce unda pavanrnt5 to mmply with aoss-sections, devaaons and gr�des as shown. c. Bxl�ill: Back511 eacavadons as prompdy as wock pemtits. Bxk511 shall be comp�cted by machine and care _�_n �_ �i.__ ... _r....:....._ ..... ........�.:..� 0...... �..,�1.6u --'- -- -------- -- --._... . ^ o ^ d. Compacdon: Compxt subgradc uada all f000ings, masonry walls, roads, walks and parldng ueas as indicated in Geotechnical Rceommendadons Ietter. 4. Grading Operadons: a. Slopcx F�ces of cut and 5ll slopes shall be ptepued �nd maint�ined ro control erosion. Finish cut and 5ll slopes should be mnstructed no stcepet than 21 or as dirccted by Geotechnic�l En�neer, the Geotechnic�l Consultation Recommrndadoas ktta, or the Iandscape A:thitecc b. Site grading. UniforRily gtade ara within the rnntr�a sice and spread site mpsoil, induding adjxrnt nasition u�s. Smooth the 5nished surfaces to within a mlerance of +/- 1" of grades indir�ted on the plans. Allow C for any topsoil pl�ccenent as well as sleeving and plant rdocation requirements. Slopes w6all be uniform between points where devadons ue shown, or between such points and esisting gndes. Fase all transidons between slopes and ucas where gradirnt changes occur. c. Grading adjacrnt m walls: Grading shal! drtin water away from the stnutute to pxrvrnt ponding. 5. Maintenance: a. At compledon of grading oper�tions: Remove waste materinls, including un�cceprable eacav�ted materinl, trash, and debris, and propaly dispose of off Owna's property. b. Pmtection: Protect newly g�ded areas from eraffic and erosion. Keep fm of trash and debris. Repair and reestablish gcades in setded, eroded and mtted arns m spedfied mlenmces. c. Settling. Whae settling hu occurred at escavated aze�s during general projecc wam�ndy period, reaave surFace (pavement, planting, or otha finish). Add bacldill materi�l, wmpact, and replace surface treatmcnt Resmne appeac•uice, quality, and mndidon of surf�ce or finis6 to match adjacrnt work, and eliminate evidence of ttstoradon m the greatest esornt possible. (� 1(� - �0�0 - � ,_. .. � a '027-/0 �` ' -- -. ., �'. u l� 9�' =� . . � " i� r, � .. �.�� NOT TO SCALE � �� : : x GG � � c = «�;_ w � , �<s 3 Y` oT O � : = < c � ' x �� w� a ,.� ° u, N O �"'' " � � M �� 0 '� � : x =- O t= � y I-+-i � 4.) � 3--I U G/� � � � � � 0 N nuw M., xo..e P...e.. ,,.�..�.. � � �r. �a m.. pnpep d 14rt Me� ra..a.�,m N..16.a.. V O .� I � � V t�a.�. n.a�.�. �...,.��.� s � ��a4 • d SCALE: VALUE Hcnc� v��Hn nan�rx: e riui }PAL'. II' XA1 tFFN �F.\'ISFD IlttIN nscwcawv.s�a x;us.ar�ai ux+c:�,wcx� DA7'E ISSU E 07/16/10 P&R.�ffTSEi' R E V I S I O N S t:0 DA7i LSSIi� tQ �/m/�o vw:n�in:� I ///�� - co+i.NCCn� �I � 7/29/10 BIDSLT I �, a ox/rno rw:nit:c CO.N.ULih'IS �, � W � � � V � � V Q � F- � V � C/� PR()J EC7' #: toma D R A W W B Y: VALUE C H E C K fi D B Y: VAI,UE DRAW1IvG N(): L0.001� C C � � � � c�- �r n c� � �. � 3 � Z �: � , �: � �: � �t �r � � � � L z � il i v; � -. �: � c: c (; � �r i �-. i � fi C C � c c � � ii � c: c �: v: � c: c �� fi I i � � . �. T � SECT'ION 2D: STI _ .CFSSIBIIITY 1. Walks and Sidewalks a. Walks and sidewalks subject m these reguladons shall have a rnntinuous common surfxe, not intenupted by steps or by abtupt changes in levd esceeding 1/2 inch and shall be bevded with a slope no geater than l:z eacept that Icvd changes not eacceding 1/4 inch may be vadcal (2G dcgree maa. Lxvr1= 12 slope). b. Walk and sidewalk sutfaces shall be slip-resistant, see Pedestrian Ramps and Curb Runps notes for runp surfaces. c. Whai the slopc in the dicection of travel of any walk eaceeds 1 vertical to 20 horizontal (5% gradirnt), it shall comply with the provi�ons for pedescrian ramps. d. Surface cross slopes shall not eaceed ] verdcal in 50 horizontal. c. �thin an acceuible route, grates shall have oprnings no more th�n ]/2 inch in direcoion of tnveL Gnms having dongated openings shall be plxed so the long dimension is perprndicular to the dominant direction of travd. The masimum vemical surface change shall be 1/8 inch. f. Whrn changes in levels greata than 1/2 inch are necessary, thry shall comply with the trquirements for curb rampa g. All walks with continuous gradirnts shall have levd areas at Irut 5 feet in Iength at intecvals every 30" of rise and at every 400 feet of lrngth. h. Changes in levd greata than 1/2 inch shall be accompfished by means of a r�mp meeting the requirements of Section 2- Pedestriae� Ramps on this sheet. Stairs shall not be part of an xcessible noute. Any caisod uea within an accessible route shall be cut thmugfi m maintain level mute or sh�ll have remps at bot� sides and a levd area not less than 60 inches long con�ecting the runps. i. Guaidrails designed and constructed according to 2007 Califomia Building Code shall be pxovided on any portion of u► accessible mute more than 30 inches above the grede or floor below. 2. Pedestrian Rsmps, where occurs (see Civil Drawings): a. Any path of travel shall be considered a runp if its slope is greater than 1 foot ase in ZO foot hoazonal tun (5%). b. Pedestrian ramps secving xcessibk entrances to buildings sh�ll have a clar width not less than the width required for walks. Minimum 48 inches dear. c. Pedest:ian ramps serving xcessible entrances to buildings having an occupant Irnd of 300 or more shnll have a minimum cleaz width of 60 inches. d. The masimuen slope of a ramp that serves an eait way, provides disabkd access or is in the path of travd shall be 1 foot rise in 12 feet of horizontal tun. The leas[ possible slope shall be used for �ny xamp. e. Ramp landings shall be provided at thc mp and bottom of exh runp. f. Intamedi�te landings shall be provided at intervals not ezceeding 30 inches of vadcal ase and at each change of direcrion. Iandings are not mnsidered in deteanining the masimum horimntnl distu�ce of exh runp. g. All landings shall be levd. The slope aaoss a runp landing in any direction shall not uoeod 1:50. h. Landings sh�ll be at last as wide as the widest runp nu► adjointing the landing. Landing lu�gths sh�ll be 60 inches minimum. Where changes in direcdon of travd occur at landings pmvided betvveen runp runs, the landing shall be 60 inches by 60 inches. i. H�ndr�ils aze rcquired on ramps that provide dirabled access if the slope eaceeds 1 foot ase in 20 feet of horizonal tun. j. Handrails shall be placed on each side of ramp, shall be contin�us the full length of the r�mp, be at 34 m 38 inches above the ramp, shall be eatended a minumum of 1 foot beyond the top and bottom of any runp segment, �nd the rnds shall be retumed to a wall, floor, or post r�ilings. k. Handr�iJs projecting from a wall shall have a space of not less than 1-1/2 inches betweu► the wall and the handraiL 1. The gtip portion of the handrail shall be not less than 1-1/4 inches nor more thui 1-1/2 inches in cross sectional outside dimrnsion, or the shape shall provide an oquivalent gripping surFxe and all sur6ces sk�ll be smooth with no sharp comas. m. The surface on ramps oa accessiblc routes shall bc stable, 5an, and slip-resisbnt n. Whrn the ramp surf�ce is not bounded by a wall or frnce and the runp eaceods 10 foet in lrngt6, the ramp shall comply with one of the following nquirements: 1. A guide curb a minumum of 2 inches in height shall be provided at rach side of thc ramp, escept whrn ramp is adjacrnt m solid wall at least 2" higha than r�mp. 2. A wheel guide shall be provided, crntercd 3 inches plus minus 1 inch above the �ace. o. Where a ramp surfxe k�s a slope of 120 (5%) or greater and the adjacent grade is greater than 4" below the raznp surface a cucb 6" high above tht runp surfxe shall be pmvided �long such a oprn side of remp surf�ce or wheel guide. p. Whae an adjxrnt grade is 30" bclow the open side of the ramp, a guacdrail designed and constxucted according to 2007 Califomia Building Code sh�ll be inst�lled, and the guradrail shall be mntinuous fmm the top of the runp ro t�e bottom of the runp. q. Esposed ramps and their approachcs shall be mnsmuted m p:event accumuladon of waar on w�llong surfaces. ��-�aJO °�''I 1a -��-�� _ , .. . :... . . . r _ _,....� •�. . . . , M '�� ,� y � �. . . . . . _. � , . .. �.. _ . - . := • SECTION 2E: IRRIGATION SYSTEM See Irrigation Dr�wings. SECI'ION 2F: S1TE FURNISHINGS See L1.03 M�tecials Schedule for Site Fumislungs; install per Iayouc Plans unda dir�ction of the landsc�pe Architect SECTION 2G: FOUN1'AINS Fountain tenovations to be design-build by Conmctot. Worlc consists of detnolidon and offiaul of ezisting iounttin veneer and r�p, installation of nea stone veneer and sto�e cap. See I�c►dscape P1ans, Detnils and Ma�erials Schedule. SECTION ZH: UT'II.TTIF_S Connect all services to eristing undergmund utility lines under this contract SECI'ION 2I: PLANTING 1. CsttllfYl NO[C8: Scope of wo�ic: Fumish all mataiaLs, labor, equipment, �nd the pafocmance of all opetadons na.�essary m compka the planting of tcees, shnibs, and ground rnvas. Selected spcdmens eaact planted location and orirntation of spedmen plants or trees must be approved by the I�ndscape Archioect pdor to inst�lladon. All planting shall be done by persons familiar with this wo�c �nd mder the supavision of a qualified planting forem�n or landscape mntr�cmr. T'he plant count is fot the mnvenience of the contrxtor. In case of a discrcpaney, the plant �nd spacing t�a�aclCS sh�ll govan. Conmaaor is responsible for pc+oviding mmpkte plantin8 cover�ge usia8 speafied, on-crnta sp�dng for �Il areas shovvn on plaas. In cert�in mas the use of light equipmrnt will be needed u�d used spacing�y, such as soft tired'bobcat'-type mxhinery. The use of a uane to posidon certain specimrn trees from the main corridor m their designated planting ura mighc be neccssuy. 2. Certificates of Inapectiona Landscape Aeckritect will inspect all shipmrnts or otdas of plu�t mateti�l at tho growieg sioe. Inspeetion catificates must xcompany the inwice for each shipmrnt or o:der of uock, as required by lacv for the necessuy tnasportadon, and such crrti5cates must be 51ed with the Contractor paor to ac«ptance of the nmterials. All maeerial will mmply with the Amaic�n Standard for Nucsery Stock. Any and/or all subsdtudons m m be approved by the L9ndsr�pe Architecc 3. Soil teseing: Soil testing fvr stcuccur�l snbility and hocticulcucal health �nd viability must be submittcd to the Iandscape Archiuct for approval from a quali5ed sods lab prior to ddivery to site. Soil subgr�de in all areas m reoeive topsoil shall be npped or culavated m a depth of 8" below subgrade prior m insmlling topsoil. 4. Topeoil: Fumish and import mpsoil ova �II plant ams ro the grades indicaced on thc ate grading plans (+- 0.10"). Mcet �Il smictur�l and physic�l pmpaties requircd by the Soils R�port and Soils Eagineer. In addition, imported soils must be natur�l, fcrtilc, friabk soils which possesses the chancteasdcs of representadve productive soils in the vidnity, not be ezcessively �cid or alldine, nor conttin tozic snbspnoes haanful to plant gmwth, and be Srx of norious weed, lumps, doas, stona, stu�,ps ana a�bris of �ny l�na. 5. Cotnmercial Fertilizer: Fatiliu immedir+tcly afta initi�l plu�ting �nd on a montlily buis during the fust growing spson with light applicadon of granular fatilizets. a. For gener�l mntaina planting in vraan months use 6- 10 -4 ('Gnow Masta or appmved oquivalrnt). In cooler months use 11 - 8- 4. Follow manufxturer's di�ections, redudag nte to 1/4 of recomenrn� unounc For �nnuals, in waan months use 2-10-10 (Flower Power or appmved oquivalrnt). In coola months use 0.10.10. b. Correa for alk�line tendrnty by adding one (1) put VIM agricultutal mineral supplrnxnt m two (� parts fertilizer. c. At all mee plandngs, add Agriform slow-rdax ferrilizcr reblets to the bxkfill at the mu�ufacturer's raommended rnes. NOTE: 'Iluse mommrndadons nny be �djusted by the Iandsnpe Archiva based on soiLa uest results and recomnxndations from the soils lab. 6. Plant Mataiala �. Qualiry and siu: Plants shall be in xmrd�nce with niles for grading included in the'American Standard for Nursery Seock', latesc odidon, and'Scandu+dizod Plant Nunes', I�cesc edidon. b. Container-grawn pinnes: Shall havc been grown in pots, cans, rubs, or boses for a minimum of three (3) montfis and masimum of one (1) year. T6ry shall h�ve sufficient roots to hold e�rth intxt after removal from mnttincts, but shall not be rootbound. Plants shall be c�rcfiilly mnoved from conttinas so as to prevent brealcing or cracldng of earth during the P��B Process. Plants wirh ggrdling roots will be rejected by the Iandscape Archiocct. c. Sod lawn: Mnch eristing specics. Lu�dscape Architect m approve selecdon prior m inst�llation. Sa P�[Itl[Ig dCt'd1�S f'Of SOd IIISCIU9hOtI. d. Speamen trxx Iandscape Architect m coordin�te xlection of trees from nunery. All trees co be cecrified diseax and pest frce prior ro xcept�nce. Iandscape Architect m be present on site during n+ee installaaon to direct plxanrnt and odrnradon. 7. Planting Season: The planting of tms shall be performed duang f�vorable wratha condidons, during thc se�son or seasons which are normal for such work, as detamined by accept�ble local practice. 8. Obatrucoiona Below Ground: My rock or other undergfound obstnxtions shall be ranoved, if possible, co the depth necessary to pemut propa planting, according to plans and spea5cations. 9. Soil Preparadon and Weed Conn+oL• Prior to commrncing any planting opaations, the Contractor is to detem�ine, in rnnsultadon wit� the Conmucdon Superinandent and the Iandscape Architect, the nocd ro gem�inaa and chemidly eliminate by chanical means, wceds. Waoer soil 2"3" depth, thrn allow two waks for wceds to gem�inate and thrn apply weed ldlla. Allow ti� for wxd laller to act and thrn ranove weeds. Under no circumstances shall a weed killa which Iraves a tesidual tosic effect in soil be used for weed control prior to, or during planting operaaons. 10. Planting Operationa: a. Contrxtor shall be responsible for the minor gr�ding necessary oo rnmpkte planting operations and for the consttucdon of any required planting b�ds and basins. Contracmr shall k�ve planting areas at 5nish grade. b. Escavadon for Plu►ting shall include the stripping and stockpiling of all xcepable nadve soil enmuntrred within the azeas to be eapvated for tree �nd shrub pits, or grouc�d cova beds within Gzound Cover uras. Contrxtor shall be responsible for Sne gr�ding of planting areas in so far as rcqirited for mnsmution of plant watering basins. Unsuirable sod shall be removed from the site and :eplxed with clean native soiL c. Protection Afcer Delivery: Upon delivery co the site, all nutsuy scock shall be planted u soon u possible. Until planting, plants shall not be esposed m eaassive sun or drying winds. Stock which is noc satisfxtory in the opinion of the I�ndscape Archioect shall be immediatdy removed from che site at the Cont�actofs eaprnse and replaced avith acceptable smck. d. Plant Locadons: Paor to planting, Isndscape Architect will stake eatain tt+ees and make any necessary adjustmrnts to pl�nt locadons in the fidd. All other mes and shrubs in rnnttinas will be lorated in accord�ina m the planting plan for /eratimr aPf�rorw! b�' Iandaapc AmbiJat and/or Oyroa . Failure m comply will result in ranoval and replacement of stock at Contrxmr's capcnse. In the event that i:ri�ntion shall be coordinued ovith the locadons of u� individu�l plant, the planting Contrxror shall stake the plant locaaons u requircd to cootdinate the pl�ndng scope of wotk with irrigadon scope of wock. Contnctor skull genenlly eaettise care in pl�nting tms so u to avoid damage from narby sprinlda heads. e. Escavation for Plu�dng: T1us shall indude the espvadon and smckpiling of native soiL f. Planting Area Amendments: Amend all planting areas m a 6" depth inrntponting 2" mulc6 of Humus-Grow (S"PPlia: Red Star), or approved equ�l. g. First BackSll: Pl�nting pits and all raised planters shall be bx1�'illed witfi 80% nadve soil and 20% mmpost, and be wate:setded to a grade suf�«ent that, in the settings of the plant, the fmish gr�de level after setdement will be the sune u that at avhich che plants were grocvn. h. Setding Pl�nts: PJants shall be carefiilly ranoved from mntainets and set in a manna so u m assure that the rootball shall xemain i�t�ct as a part of this operadon. Pl�nts shall be set plumb and faced m p�ve the best �ppeazance and rdationship to adjacent plants and muctures. Trces shall be bnced, u requited, in posidon until bxk5lling oprndons ate mmpleted Sec Planting Det�ils for specific planting depth and st�ldng procedut+es. i. Final BxkSll and Fme Gr�ding: Back511ing operaaons of planting pits shall be mmpleted with n�dve soil �ded with mmpost pa above notes. While maintaining ti�e plumb position of the plant, the soil shall be thoroughly tampcd and watersettled to eliminate all voids in the backfill. The wells shall be graded and pl�nting mas shall be 5ne gFaded. j. Snlac�g and Guying of Trees: Stake �I! evergrern and decid�wus trees as required pa Planting Details. Snke and de first 2-3 yeus, and �djust ties in 2 months. T6e Contractor m�y provide �ddidocul st�king ac appmval of the Iandscape Architect for trees not meeting the specific�don of being self-supporting. k. Pzuning. After planting, plants shall be pru�ed of superfluous g�owth as dircaed by landscape uchitect. 11. Plant Guarrantee and Replacnnent k. Guarantee: The Contracmr shall guarrntee �Il plant mateaal to be in vigomus, healthy mndidon for � pedod of one fiill yeat for all tras and shmbs larger than 5 gallon, and 60 days for all other shrubs, gFoundcovas, perennials, and grass plugs, and shall guarantee to replace any plant material which provcs oo be not ttue m nune regardless of the length of oime it 4kes m make this detenninaaon. L Replacement: At any time during the constnxdon, or at the rnd of the guatantee period, any pl�nt that is dead, or othaaise not xcepreble �nd not in satisfactory p,�owinR mndidon in the opinion of the Iandsc�pe Archieect shall be Kplxed in Idnd. Maintenance: The Contnctor shall maint�in all trus, shrubs and gFound cova until acceptance of thc complae project is made by the Oavna. This maintenancc shall include labor, equipment, and matea�l required for waadng, weeding and general cue to rnsure the healthy gioevth of �ll plant materi�ls. �2. Final Irrigation Coordinsdon: Afta 5nal acceptance of the icrigadon system, the Pl�ndng Contrxmr shall make timing and flow adjust�nrnts of the irrigation system as required to properly establish and maintain the plant m�te�l throughout t�e construcaon period. During this paiod the planoing Conmxmr shall be responsible for m�lcing repairs m the system whrn such iepair is required as a result of the maintrnance oprndons. All irrigadon equipment and irrigadon inst�llaaon will be umm�didonally guarantad by the Contractor for a period of one (1) yar &om 5nal xceptance of the ptvperty by the Owner. NOT TO SCALE � �� : : x .. � o - �'' « �` a w • ,o�, � � � �� ` d �; _; .. O ` -r < � � � L � x ,� e� a .a �, � O � -o C � N M €� ,� E �: x �� o �: � � F�+-i � C.) � 3—i U !/� � 4� � C!� V 0 � � '� �� N I � �' f.1Y41/4nNo�a I .�..,.�.a..�,. �� kd.,f �+m.�..e., Q.... I pepuw d14rt Ilo.ma �d s� rYe M�..1 m��`.e.�d il SCALE: VALUE rxnf ir 7Ha uan�wc: a wn� N^.(%'. fl� NA1 �FF?l tF\'ttFD f}A1V IYS c1R�(d1AL S17F_ MiLLF. ti M1 uxxu ernx:nus_ D A T E 1 5 5 U E 07/]6/10 PER.�IITSEf R E V I 5 I O N 5 � I� DATii �s.w� 1� 7/28/10 PLAtM1�It�G — co.u.NU:t`-rs � '7/29/f0 BIDSL•T 3 ox/r/to w.n�.hm:c coa�.uu.-rs C/� w � � r � V Q �"� w F-�-1 U W � � PROJEC7' ll: 1� D R A W N B Y: VALUE C H E C K fi D B Y: VAI.UE DRAWIIvG NO: L0.00� DIVISION 3: CONCRET'E SECTION 3A: CONCRE'I'E WORK Sx Geotechnical Rernmmendadons for addition�l mncrete infoem�don. 1. Submittala Submit rnncretc mis design by thc con«ete supplitt or an indeprndent testing laboretory for a design which eaceeds the mieimum speci5ed 28-day strength, based on tfie facility being used. See L1.03 Maeeri�ls Schedule for addiaonal submittal and mock-up tequiremtnts, including pavers, pervious concrete and rnncme tile. 2. Notification Nodfy I.andscape Architect �t leut 24 hours in advance of all cona+cte placement 3. Wallcs: Iayout, pattem, and 5nishes as shown on drawings. Tool all edges. Provide espansion joina and control joints u shown on the drawings or u necessuy. 4. Jointing: Pmvide construction, isoladon, capansion, and control joints where indipted or as requited by good practice. Verify eaact locations in fidd with Landscape Arektieect. 5. Scoring: Score all eaterior slabs and walks Whae indicated on Drawings with deep cutting scoring tooL R�dius of scoring tool ro be 1/2". Tooled joints arc m have a 5nished depth equal m a min. of 1/2 thickness of the mnctete slab. 6. Edgea Use � small r�dius edger on all edges of eaposed work. (1/4" radius) 7. Curing and Protection a. Begin cucing as soon as fiee water has disapprared from eaposed surf�ces. b. Cure uncolor�d (gray) mnc:ece slabs avith moisture-muning cova for a minimum of seven ('n days, or aith membrane-fonning curing compound applied in strict xmcdance with curing compound manufacturer's printed instnxdons. c. Concrete shall not be allowed m cure in temperatures less than 40 degrees Fahrrnheit for the fiist thiee days. d. Concrete that is plaoed in tempenture greater than 80 degrees sh�ll be kept moist m pcevrnt rapid drying. SECTION 3B: COLORED CONCREI'E PAVING In[egral mlored mncrete shall be installed the rame vr�y �s unmlored mncrete �s per requimnents in Seeaion 3A above. One (1) color m be sdecoed by Landscape Arckritcct. See L1.03 Matecials Schedule for mlor, finish and submittal spedfirations. SECITON 3C: PRECASI' CONCRETE PAVERS See L1.03 Materi�ls Schedule for infoimation. DIVISION 4: MASONRY SECTION 4A: SI'ONE Natural smne vrncer �nd cap at all esisting fountains. See L1.03 Maoeaals Schedule. DIVISION 16: EI.EC'I'RICAL SECT'ION 16A: ELECT'RICAL - GFNF.RAi. Fumish all labor, materials and equipmrnt necessacy to coneect the site ligfiting renovations inm the easting site electrical systans. � O h F � �-. : : x � < < � P � W • , � � 6 �„ ` 6 ,°.,` O L � Y . : o �� ' �` x � �� d -� ° a N 0 � � o � y e�I� o � � a r � � x �F � � � .�i Q� C.) 3-1 V � � C.) � C� y-.+ C!� O � � V 0 .� c C � c � � =,. d � � � c� c � 3 � c c � � c c ` C �. l� � C � c l'L c c �`- / u: � / U: C: C: c: r �� ; -. <.; n i c C C: c �.; � a_ � L � i c ; � �r �. �t I .�, �: � T � . y � t� C t!1 z N A � � tD bC � r c G � � 8 8 v � 2 x � TORRE AVENUE +�-�. . . _ . y ( ' ',n x TREE REMOVAL (TYPIGAL SYMBOL) LE6END STEVPNS GR�K BLVD. ENTRANGE= Oi REP'l01/E BRIGK PAVIP�6 AND GONGRETE SUBSLAB Q REMOVE GRID OF BRIGK PAVIN6 (INGLUDIN6 GONGRETE SUgSLAg) UP TO BASE OF BUILDING GOL(JMhlr, PAVING AT BASE OF GOLUMt� TO REMAIN O EXISTIN6 $RIGK PAVIN6 $AND BETh�N Hl/1LDIN6 GOLUMNS TO REMAIN (ALON6 THIS BUILDIN6 FAG� O REMO�/E PREGAST GONGRET� VEN�R ON FOt1NTAIN O 3 REMO�/E (7) BOLLARDS, SAiVA6E FOOTING d ELEGTRIGAL GONNEGTIONS TORRE AVE. PNTRANGE: O REMOVE BRIGK PAVING AND GONGRETE SUBSLAB O REMOVE PREGAST GONGRETE VENEER ON FOUNTAIN O REMOVE (2) BOLLARDS, SALVAC�E FOOTING d ELEGTRIGAL GONNEGTIONS � REMOVE (I) BOLLARD, INGLUDING FOOTING AND ELEGTRIGAL GONNEGTION 6ARA6E AREA: O REMOVE BRIGK PAVII�lG AND GONGRETE SUBSLAB O REMOVE Bf21GK TILE GONTRAST BANDS ONLY, LEA�/E STEPS O REMOVE BRIGK TILE PA�/IN6 IN GARAGE L08BY, SALVAGE St1BSLA8 10 �MOVE (10) BOLLARDS, SALVAGE FOOTING d ELEGTfLIGAL GONNEGTIONS 11 REMOVE (3) PODOGARPUS SHRUBS, INGLUDING STUMPS d ROOTS O EXiSTING (6) TULIP TREES ON BOTH SIDES OF WALKWAY TO REMAIN O REMOVE SHRU85 d GROUNDGOVER INGLUDING ROOTS IN THESE PLANTER BEDS GENTRAL GOURTYARD: 14 REMOVE STAINLESS STEEL GLADDING ON FOUNTAIN 15 REMO�/E (I) JAPANESE MAPLE (IN POOFZ HEALTH) 16 REMOVE SHRUBS, GROUNDGOVER, AND PEBBLE MULGH (NOT SHOW�U 17 EXISTING (15) TULIP TREES TO REMAIN 51 I t I Ktt KtMCJVAL: 18 REMOVE (62) EXISTING TREES - GRIND d REMO�/E STUMPS 19 REMOVE EXISTING TREE FERN (NOT SHOWw O REMOVE SHRU85 S 6ROUNDGOVER INGLUDING ROOTS IN THESE PLANTER BEDS 21 REPLAGE (14) EXISTIN6 TREES IN POOR HEALTH - GRIND d REMOVE STUMPS, SEE PLANTIN6 PLANS FOR REPLAGEMENT Sf'EGIES DEMOLITION FOR ADA GOMPLIANGE (SEE GIVIL DRAWINGS): O REMOVE EXISTING GONGRETE GURB ALON6 TF+IS PLANTEl2 BED. O REMOVE EXISTIN6 GONGRETE GURB AND GONGRETE PAVIN6 UP TO THE BUILDING DOORS. O REMO�/E EXISTIN6 SHRUBS � GROUNDGO�/EfZ, INGLUDING ROOTS. O REMO�/E EXISTING GONGRETE PAVIN NP '�7 11 DEMOLITION_ NOTES: 6 TO BUILDING DOORS)_ I. LIMIT OF WDRK AS SHOWtd. �(WITHIN 2. pRp7E�T qLL EXISTING TREES TO REMAIN (ADJAGENT TO GONSTRllGTION AREAS) WITH PROTEGTIVE FENGE AS 51-IOWN IN LIMIT LINE� pETAIL 4/L4A2. TREES LEGEND �. 3. GRIND STUNIf'S RND ROOTS OF TREES AND SH�185 TO BE REMOVED 36" DEEP MINIMUM, EXGEPT FOR TREES NOTED TO BE GUT TO 6ROUND ONLY. O EXISTIN6 TREE TO REMAIN � 4. PRESEfZVE AND PROTEGT EXISTING LIGHT FIXTURES, UTILITY SIRUGTURES, AND IRRIGATION HEADS, UNLE55 OTHERWISE 9 Nor�o. 5. UNLE55 OTHERWISE NOTED, PROTEGT IN PLAGE EXISTING LIGHTING AND UNDER6ROUND WIRING. REPAIR ANY DAMA6E J'�� EXISTING TREE TO BE GAUS� DURING GO}�iTR11GTION OPERATIONS 50 THAT ALL FIXTURES ARE IN R1LL WORKING ORDER TO THE 5ATI5FAGTION ( J� 1 �h.tOVED (QTY: 53) 10 0� r� or�R. ��y b. FIELD MARK ALL LIh1E5 AND POT HOLE TO DETERMINE DEPTH OF BURIED UTILITIES PRIOR TO GONSTRUGTION. THE � EXISTING TREE TO BE GONTRAGTOR IS RESPONSIBLE FOR THE LOGATION OF ALL UTILITY LINES AND NOTIFYING THE Ol^8�R OR LANDSGAPE REPLAGED DUE TO POOR ARGHITEGT OF ANY GONFLIGT BETY�EN UTILITY UI�S AND DEMOLITION, 6RADING, CANSTRllGTION AND PLANTIN6 HEALTH (QTY: IB) OPERArIO�i. THE GONTRAGTOR IS TO PROTEGT EXISTIN6 UNDER6ROUND UTILITIES, VAULTS AND GONI�GTIONS AND REPAIR ANY DAMA6E AT TNE GONTRAGTOR'S EXPEt�E TO FULL OPERATION, TO THE SATISFAGTION OF T}{E OWNER. NEW TREE, SEE PLANTING � l. EKISTING C,ONGRETE GUR85 ARE TO i2EMAIN. PROTEGT FROM DAMAGE P5 REQUIRED DURING DEMOLITION AND � GONSTRUGTION. ANY DAMA6E TO EXISTING GURBS DURIN6 GON�'�TRUGTION SHALL BE REPAIRED BY TME GONTRAGTOR TO F'LAN FOR SPEGIES T}iF SATISFA.GTION OF THE OWNER. �Q7'(: 24I � 8. ALL EXISTIN6 SITE WALL.S TO REMAIN. TREE PROTEGTION FENGE 9. GONTRAGTOR SHALL GO�ORpINATE TEMPORARY TRAF�IG AND PEDESTRIAN GONTROL FROM T}fE START OF WDRK T}+ROUC��Fi -"-'-- ��RIN6 GONSTRUGTIOhU, GOh'iPLEfION. TH15 MAY INGLUDE TEMPORARY 516NA('�E FOR 1}� PROJEGT. GOORDINATE FINAL SC,OPE pF ANY TEMPpf2ARY 5EE DETAIL �/L4.02 SIGNAC�E WITH OW�f2 AND Ol^A�R'S SIGNAL'-�E GONSULTANT. 10. REVIEW SGOPE OF WORK IN FIELD WITH LANDSGAPE ARGHITEGT PRIOR TO START OF DEMOLITION �yORK. GONTAGT IANDSGAPE ARGHITEGT IMMEDIATELY W1TH ANY QUESTIONS PRIOR TD DEMOLITION OF ANY AREAS IN QUESTION. � II. ALL EXISTING SITE RJRNITURE TO BE REMOVED, STOGKPILED DURIN6 GONSTRUGTION, AND REPLAGED AFTFfZ GONSTRUGTION. � Z O 15 30 60 � � �0't Za �GA _ _ � � �G f?l�— �oib -� /o ��. 7�—/� ._ . • ��1 �o� � � ..! � �.�" � � �+', O �..��Q � L°J - z �_� - �� -r : : s � � � - � «` 0 a w �< <� ✓ � � l,; �+ : 8 ^ � � z o � = � � x � �� a a � a, N 0 � �� y e�n o� � � @ � � x �- oF � � 1"""1 4) � 3--I V � � 4� ►� C/� V � � � '� O � N c� MM 14n Nww� �4 �. f�i�e M�� ,....k. � amp..i.u. R k.k psps 1Nr IM�ti r� rddir�epmr�a d 11�n ilw�� SCALfi�: wc�t eiHa o�nwua a fIfUUlbIAGSig ](iN.F.6NU I uMC�cnnu;ws. D A T E [ S S U E 7/16/10 pERAQTSEI' A E V I S 1 O N S tM10 DATii VCSlili , ,�zano n.ec:nu:c CA)Mitlt;N7S g „�,�� a�u� 3 einna ew:nu.:c. C.(aMMLA'1� Q 9/11/10 ACSOC,IA71lN� Cl]WYLhTS � � � 0 Z � O m � '� � f—i F 1 h F r71 � u � g F Q < � o • PAO) ECT tt: �o D R A W N H Y: ac C H E C K E D B Y: AH DAAWlIhG IvU: L0.01 �� ; � � . �. � 3 � z � �� L.t �1 � � � � � -. t� i v: C: c L s �� ; -. �: <r c c i L G �.; � � � c: c �: u: c ; c: • i� � . fi I � � � � >. T � ■�eE��r��s QTY: 2 arY: 4 BUILDING ONE an: i EXISTING SIGN ( � AND PLANTING TO REMAIN �' REGYGLED � PLASTIG/WOOD HEApEf2 (REPLAGE EXISTING BROKEN HEADERS) � EXISTING PEBBLE � MULGH TO REMAIN s� MATERIALS LE6END N FOUNTAIN - TfPE I A Go PIGtzETE PAVERS O 5I1tB FI � ❑ F TAIN - TYPE 2 PA I OUN I P D GONGRETE V NG B OURE � O � 2 POURED GONGRETE PAVING HI HEADER - REGYGLED PLASTIG I K � AT 5 DEWAL � H2 HEADER - ST�L O PORGELAIN PAVERS ON EXISTING SLAB M ROUND PLANTER O GONGRETE PAVERS SAND � SQUARE TALL PU1NTEf2 5ET (PERVIOUS) Q SQUARE SHORT PLANTER EO METAL WARNIN6 STRIP � BENGH � UMBRELI_A � LARGE BOLLARD � SMALL BOLLARD �� - ` arY: io ' r � FI PA CENTRAI. COURTYARD PA PA BUILDING TWO. arr: s �O� E� !!� ��#��li��i�=ES�E�� l��l�� MATGHLINE - SEE 9kEET LIA2 \ � �nHw � I F � I RVI ATED SUR AGE AREA: MPE O115 RENOV : �": :a_:�`�:.i:;;: i:.:.:;: ;::.:i:?_':.:i;:;;:'::t: �'`:`',:.:�: �::':.;;':?. �:;?:i'i';i: I F A MPLIANG T I IN AT ON OR AD GO � TI N- 9 ll SQ. FEET NGWD 6 RENOV I PAVI IN 5 OF RENOVA O (NO - I T T OSED I OU5 NG AREA SITE W DE O AL PROP MPERV �:�i:t`:-Q: :t�:�: �:;=: �:::�:`:..:�.:.: ;: : i:t€ ::i�;:;;t�::": .e ::::��:�:i�:�;:;:�::�;::::�::�;:; ....::�?;..'.:. :::ia;::;;_.: .:.,�.: :•: .':::?:�:i%.: : .:%�::i;ii: 6ENERAL NOTES: ;:::.;;:��:��:::i: `::::�:�:�::��:;:::;:�::;: ;:::::::• s;::�;.c:::�;;::�::;;;:u•::;;:�::. .. -.,... I. THIS PLAN IS NOT BASED ON A LOGATIONAL SURVEY. GONTRAGTOR TO VERIFY IN FIELD ALL LAYOUT AND LOGATIONS OF PAVEMENT, WALLS, ``�� "� �� `°' ° • :::: ::::::::::::::::.:.::. ..:•....... .::::. ................ ................. ::::::::::. GOLUMNS, 51TE WRNISHING, 516NA6E, AND UTILITIES. 2. REPLRGEMENT PAVING TO GONFORM TO EXISTING PAVIN6 SPOT ELEVATIONS PER THE TOPOGRAPHIG SURVEY, 5� GIVIL DRAWINC�S. 3. PROVIDE EXPAN510N JDINT AT ALL FOUNTAIN PERiMETERS, FAGE OF BUILDIN�, STAIRS, AND ADJOINING PAVER BAND (A5 SHOWN ON PLAW. 4. GONTRAGTOR TO PROTEGT EXISTIN6 TREES TO REMAIN DURIN6 GONSTRIIGTION. 5� TREE PROTEGTION NOTES ON DEMOLITION PLAN. G ARBORIST TO NIONITOR NEALTH STATUS OF EXISTING TR�S THROUGHOUT THE GONSTRUCTION PERIOD. o - 5. REPLAGEMENT PAVING TO GONFORM TO EXISTING EXTENTS OF PAVING AND EXISTING ADJAGENT 6RADE5. b. AT ALL BUILDING ENTRIES, SLOPE OF I�W PAVING 15 NOT TO EXGEED 2SG FOR THE FIRST b'-O" FROM DOORWAY. KEY MAP l. REMOVE, PROTEGT AND STOGKPILE EXISTING SITE FURNITURE DURING GONSTRUGTION. REPLAGE AFTER GOMPLETION OF WORK. 8. ALL SITE RIRNITURE TO BE FIELD-IAGATED BY LANDSGAPE ARGHITEGT. q. SEE SHEfT LIA3 FOR MATERIALS SGF�DULE. r 10. GONTRAGTOR TO 5UBMIT ALL PROPOSED MODIFIGATIONS IN WRITIN6 �OR REVIEW BY GLIENT AND HART HOWERTON. GONTRAGTOR TO ~ REGEIVE I�RITTEN AIJf�-�ORIZATION PROM GLIENT OR HART HOl^�RTON PRIOR TO INSTALLATION OF ANY PROPOSED MODIFIGATIONS. 0 p 10 20 40 II. GONTRAGTOR TO FIELD VERIFY SURFAGE AND UNDERGROUND EXISTING GONDITIONS, INGLUDING: UTILITIES, BUILDING FOUNDATIONS, FOUNTAIN FOOTINGS AND GORE WALLS, BOLLARD FOOTINCS AND ELEGTRIGAL GONNEGTIONS. N OT TO S C1 1■ �E 12. GONTRAGTOR TO ENSURE LI6HTIING PRQVIDES SUFFIGIENT SAFETY FOR NI6HT TIME USE AND MEETS LOGAL GODES. . -.,�,;,. z :�� o ��_ H = _� x =°°= «� - a_ w • �� `� o� O r: _; 2 O 5 ' � ` w � x a J � y N O L V rv L / ' F+ y •Pn o � � e ^ � � x p- oF � � � � � � � � U � � � C/� V O ° O •� NI� f.al W Nn Me��s Adi�a 71e iir r� asaqr iwv �s is ek popea. d14n Xwma rd r. a6e d u�or �e p�.m mrs� d N..M..as SCALE:120 euns• �e'iMa oansmc: e *x�r N'Alb'.If HAtilFFN RF,'ISFD Rc1Y nsoucaw��u K:lus.uru LLR![.F1 AR[X:�t[F_ D A T E I S S U E 0�/16/10 PER�IITSEI' R E V I S 1 O N S no nnns uu;e Q �/zx/�o vi.v`x�n� ///�� — CON.M[ih1S � 7/29/10 BID SL•T m/n/to run�nu:c cow.yru.� � m a � f- � t w z � B � < d c PR()j fiCT #: 10.004 D R A W N B Y: crc f.HECKHD BY: � D R A W I N G N O: L1.01 TORRE AVENUE � �P I JP � � 010 - �'l C C � L � � �� n i.C; � � � fi � � � � ;:. T � •��e��s � � � C � z N n � r� � �a � r C s�s � I 1 � � i � i � MATERIALS LE6END O GONGRETE PAVERS ON SLAB BI POURED GONGRETE PAVIN6 � POURED GONGRETF PAVIN6 AT 51DEWALK O PORGEWIN PAVERS ON EXISTING SLAB O GONGRETE PAVEf25 SAND SET (PERVIOUS) EO METAL WARNING STRIP FI �OUNTAIN - TYPE I � FOUNTAIN - TYPE 2 }-II NEADER - REGYGLED PLASTIG e H2 HEADER - STEEL M I Rp�Np p�ANrER � SQUARE TALL PLANTEfZ � SQUARE �FIORT PLANTER � BENGH MQ UMBRELLA � LARGE BOLLARD � SMALL BOLLARD � rx� sn D t�P—�0i b --�'I . . .•. �� ( _/ D ..�5 � - — .�. ��..,_� w; , � ,, . � w - . ' �L+( � �i.✓ :.: �... �. , , _. � . . . '��` .:.. . . . �. . !`. � �J F ._., V IMPERVIOUS fZENOVATED SURFAGE AREA: � 51TE-WIDE TOTAL PROP05ED IMPERVIpUS PAVING IN AREAS OF RENOVATION = q ll 5Q. F�T (NOT INGWDIN6 RENOVATION FOR ADA GOMPLIANGE� ��L ��J' : I. THIS PLAN IS NOT BASED ON A LOGATIONAL SURVEY. GONTRAGTOR TO VERIFY IN FIELD ALL LAYOUT AND LOGATIONS OF PAVEMENT, WALLS, GOLUMNS, 51TE R1RNI5HIN6, 51GNAC'�E, AND UTILITIES. 2. REPLAGEMENT PAVING TO GONFORM TO EXISTING PAVING SPOT ELEVATIONS PER THE TOP06RAPHIG SURVEY, 5EE UVIL DRAWINC�. 3. PRDVIDE EXPAN510N JOINT AT ALL FOUNTAIN PERIMETERS, FAGE OF BU�LDINGS, STAIRS, AND ADJOINING PAVER BAND (P5 SHOWN ON PLAW. 4. GONTRAGTOR TO PROTEGT EXt5TIN6 TREES TO REMAIN DURING GON�TRUGTION. 5� TREE PROTEGTION NOTES ON DEMOLITION PLAN. ARBORIST TO MONITOR HEALTH STATUS OF EXISTING TR�S THROUGHOUT THE GONSTRllGTION PERIOD. 5. REPLAGEN�NT PAVIN6 TO GONFORM TO EXISTING EXTENTS OF PAVIN6 AND EXISTIN6 ADJAGENT 6RADE5. b. AT ALL SUILDING EN7RIE5, SLppE pP NEW PAVING 15 NOT TO EXGEED 2AS FOR THE �IRST 6'-0" FROM DOORYJAY. KEY MAP l. REMOVE, PROTEGT AND STOGKPILE EXISTING SITE FURNITURE DURING GONSTRUGTION. REPLAGE AFTER GOMPLETION OF WORK. 8. ALL SITE F�IRNITURE TO BE FIELD-LOGATED BY LAI�.�GAPE ARGHITEGT. _ 9. SEE SH�T LI,03 FOR MATERIALS SGI�DULE. � 10. GONTRAGTOR TO SUBMIT ALL PROPpSED MODIFIGATIONS IN WRITING FOR REVIEW BY GLIENT AND HART HOhERTON. GONTRAGTOR TO REGEIVE W2ITTEN AUTFIORIZATION F12pM GLIENT OR HART HOt^�RTON PRIOR TO INSTALLATION OF ANY PROPOSED P40DIFIGATIONS. z� II. GONTRAGTOR TO FIELD VERIFY SURFAGE AND UNDERC�ROUND EXISTING GONDITIONS, INGLUDING: UTILITIES, BUILDING FOUNDATIONS, FOUNTAIN FOOTINGS AND GORE WALLS, BOLLAi2D FDOTINCyS AND ELEGTRIGAL GONNEGTIONS. N OT TO 12. GONTRAGTOR TO ENSURE LI6HTIING PROVIDES SUFFIGIENT SA�ETY FOR NI6HT TIME USE AND MEETS LOGAL GODES. O 10 20 40 SCALE z �� O h F = H =_� x �=`-= «� P w • ,o� s � < i �� o� _. k Y . � i e � `� � � w x x �< < a a u, N O � y O � y M O � ../� C ^ ..� � � x =� Oh � � � � Q� a� � U � � a� � C/� V O ° O •� .-, � NI� rsw x.. wwe. rr... eea+e, [� edd 'IYe i�� M as�r iw� �e k ek �. d14rt Nw�sm �d s �u�e �d Wa+ie pm �m m�e�d /1�1/1e�wa SCALE: VALUE 'xnf irtiws n�nnrx:6 Nca N'X1{', fl NA1 �FFN RF.\'ISFD f�XLV f1511�1(itUL]17F_!%:AIF.6 Nt) 4NCiFA MFli:AYF 0'//16/10 PGR.�IITSEI' R E V I 5 1 O N S 1� DAT[i LSSIi[i 1Q 7/2R/10 PI.A[`filfiG — COl1.4CKIS 2 7/29/10 BID SL•T 3 OM/77/l0 %N.�t`1tvG COY.V[ih75 1�-�i � �+ m � .J F � F f.l c: � z �! a r T a 0 PAOj ECT fl: 10.004 D R A W N B Y: cx C H E C K E D B Y: �e D R A W 1 N G N O: L1.02 MATERIALS �GHEDULE GATEE��ORY LOGATIDWSYNIBOL ITEM DESGRIPTIOWDETAIL MATERIAL DESGRIPTIDN SOURGE PAVING REFER TO GONGRETE PAVER ON SLAB GONGRETE PAVER: 'WAUSAU TYPE THREE GOTILLION WAUSAU TILE, ING., LOGATONS ON FDX PAVER' PHO�: LAYOUT PLAN SIZE t FINISH: GUSTOM 20' X 12" X 2.15" THIGK AND 800-388-8128, DETAIL I, 3, t 6/L4DI GUSTOM 40" X 20" X I.15" THIGK (AT BAND GONTAGT: PAUL INTERSEGTIONS), MEDIUM SANDBLAST FINISH, I/8" MAX. HANTZ AO JOINTS PATTERN: STAGK BOND GOLOR: OPTION A FDX7008, OPTION B- GUSTOM GOLOR TO MATGH 'ALMOND' GOLOR BY STEPSTONE ING. (PNONE: 800-512-G029) SETTING: MORTAR ON SLAB 6RQUT: GOLOR TO MATGH PAVER, TBD. BY LA. REFER TO POURED GONGfZETE PAVING G��T� PAVIN6: TO HAVE INTEGRAL GOLOR DAVIS GOLORS, LOGATONS ON ApMIXTURE PHONE: LAYOUT PLAN GOLOR: DAVIS GOLOR TO MATGH CANGRETE I-800-356-4848 PAVERS, T.BD. BY LA. Bf�SED ON PAVER GOLOR I DETAIL 2d3/L4AI `.�ELEGTION OF O BI FINISH: BROOM �INISH REFEft TO POURED GONGRETE PAVING G�►`IGRETE PAVIN6: TO HAVE INTEGRAL CALOR DAVIS GOLORS, LOGATONS ON AT SIDEWALKS ADMIXTURE PHONE: LAYOUT PLAN GOLOR: DAVIS GOLOR TO MATGH EXISTIN6 I-800-356-4848 SIDEWALK GOLOR, TBD. BY LA. � DETAIL 2/L4.01 FINISH: BRDOM FINISH 6ARAGE LOBBY METAL WARNING STRIP 5TEP5 n � I I. GONTRAGTOR TO MOGK UP 8'-0' X 8'-O' SAMPLE AREA ON-SITE FOR GLIENT AND LA. APPROVAL. 2. GONTRAGTOR TO PRIGE BOTH GOLOR OPTIONS A d B. I. GONTRAGTOR TO MOGK UP 4'-0' X 4'-O" CALOR i FINISH SAMPLE AREA ON-51TE FOR GLIENT AND LA. APPROVAL. I. GONTRAGTOR TO MOGK UP 4'-0" X 4'-O" GOLOR d FINISFf SAMPLE AREA ON-SITE FOR GLIENT AND LA. APPROVAL. GARA6E LOBBY PORGELAIN PAVER ON ppRGELA�N TILE PAVEft: 'ECA TEGH' PORGELAIN WALKER ZANGER, I. GONTRAGTOR TO MOGK EXISTING SLAB PAVER OR APPROVED EQUAL PHONE: 510-441-2340, � 4�-0' X 4'-0" GOLOR i SIZE t FINISH: 32"XI6"X 0.43' THIGK, TEXTI)RED FINISH GONTAGT: GHRIS FINISH SAMPLE AREA O DETAIL 4/L4AI PATTERN: RUNNING BOND, TURN UP TILE AT BASE OF BROWr1 �A 5� ��G�LIENT AND WALL TO 3" HT. GOLOR: ECALIGHT SETTIN6: THINSET ON EXISTING GONGRETE SLAB 6ROUT: GOLOR TO MATGH PAVER TBD. BY LA. FRONT OF (,pNGRETE PAVERS, SAND GONGRETE PAVER: 'WAUSAU TYPE THREE GOTILLION DAVIS GOLORS, I. GONTRAGTOR TO MOGK 6ARAGE y�T FDX PAVER' PHOP�: UP 4'-O' X 4'-0" GOLOR d SIZE t FINISH: 24" X 12" X 2" THIGK, MEDIUM I-800-356-4848 FINISH SAMPLE AREA SANDBLAST FINISH ON-51TF FOR GLIENT AND O DETAIL 8/L4DI PATTERN: RUNNING BOND LA. APPROVAL. D GOLOR: OPTION A- FDX1008, OPTION B- GUSTOM GOLOR TO MATGH 'ALMOND' GOLOR BY STEPSTO� ING. (PHONE: 800-5?2-902�i) SETTIN6: SAND SET SUPERGRIT SAFETY TREAD - TYPE 630' OR APPROVED EQUAL 51ZE: 3" WIDE I/V M � y A/ V . D � " �� 1 D �� r�D �•� .._._ _ ,. .-- ' . .. . .. . ... . . .... ; . .• . _ ,�7 1♦ �/[ "' ` • , _. , , G WDOrTER PRODUGTS, I. NEW N�TAL STRIP TO PHOt�: REPLAGE (EJ BRIGK TILE 800-321-4936 WARNIN6 STRIP; REMAINDE� /1C /C1 GTAIOG rn OCI,AAIA1 /'�..J IS. 2. GONTRAGTOR TO SUBMIT SAMPLE AND TO MOGK UP 4'-0" LEN6TH SAMPLE ON-SITE FOR GLIENT aND LA. APPROVAL. 3. CANTRAGTOR TO GONFIRM PRODUGT LEAD TIP'� (INGLUDING TIME FOR FABRIGATIN6 THE GURVED PORTIONS OF WARNING STRIPS) d GONTAGT GLIENT FOR APPROVAL. FOUNTAIN GENTRAL RENOVATION GOURTYARD �I ED61NG � STONE VENEER d GAP VE1�ER AT EXISTIN6 BASIN: 'IMPALA BLAGK' STOI�, PER (qNTRAGTOR I. FOUNTAIN RENOVATION 2"-3' THIGK, GARVED TO FIT GURVE, APPROX. 21.4" TO BE DESIGN BUILD BY LEN6TH (ASSUME 32 PIEGES OF STONE TO GOVER GONTRAGTOR- FOUNTAIN GIRGUMFEf2ENGE�, APPROX. Ib"-18" HT. 2. STONE MASON TO SIMILAR TO PROVIDE FINISH DETAILS Idl/L4D2 GAP AT EXISTIN6 BASIN: 'IMPAU\ BLAGK' STONE, 3" SAMPLES d SHOP THIGK, APPROX. 13" WIDTH, APPROX. 21.4" LEN6TH DRAWINGS FOR GLIENT (ASSUME 32 PIEGES O� STONE TO GOVEf2 FOUNTAIN AND LA. REVIEW d GIRGUMFEIZENGE), NO OVERHANG ON EXTERIOR WALL APPROVAL. TO MATGH EXISTING DETAIL 3. STONE MASON TO MOGK UP 4'-0" X 4'-O" FINISH POR ALL STONE: OPTION A- HONED, OPTION B SAMPLE AREA ON-51TF - BUSH HAMMER FOR GLIENT AND LA. STEVENS GREEK STONE VENEER � GAP BLW. a TORRE AVE. DETAILS Id2/L4A2 EN7RANGES �� REGYGLED PLASTIG/ H I �"r000 "E� STEEL HEADER H2 VE►�ER AT EXISTIN6 BASIN: 'GOLDEN' 6i2ANITE STONE TBD. LANDSGAPE ARGHITEGT i OWNER, 2° THIGK, GARVED TO FIT GURVE, APPROX. 165" LENGTH (ASSUME 32 PIEGES OF STONE TO GOVER FOUNTAIN GIRGUMFERENGE), APPROX. I6" HT. GAP AT EXISTIN6 BASIN: 'GOLDEN' 6RANITE STONE TBD. LANDSGAPE ARGHITEGT d OWNER, 3" THIGK, 13' WIDTN, APPROX. 165" LEN6TH (ASSUME 32 PIEGES OF STONE TO GOVER FOUNTAIN GIf2GUMFERENGF�, NO ONEf2HANG ON EXTERIOR WALL TO MATGH EXISTING DETAIL FINISH FOR ALL STONE: BUS�� HAMMER 'EPIG EDC�E' EDGING SIZE: IXb, GOLOR: GARMEL BROWN HEADEft: SURE-LOG' STEEL LANDSGAPE EDGING, BLAGK POWDERGOAT FINISH, �" X 4' X I6' 'ER CANTRAGTOR I. FOUNTAIN RENOVATION TO BE DESIGN BUILD BY GONTRAGTOR. 2. STONE MASON TO PROVIDE FINISH SAMPLES d SHOP DRAWINC� FOR GLIENT AND LA. REVIEW d APPi20VAL. 3. STONE MASON TO P�IOGK UP 4'-0" X 4'-O" SAMPLE AREA ON-SITE �OR GLIENT AND LA. APPROVAL. EPIG PLASTIGS, INSTALL PER PI-10�:20G-333-blbl MAWIFAGTURERS INSTRUGTIONS SURE-LOG GORP. IINSTALL f'ER PHONE: 800-18'1-3562 MANUFAGTUREft'S INSTRUGTIONS MATERIALS SGHEDULE GATE6pRY LOGATION/SYMBOL ITEM DESGRIPTIOWVETAIL SITE GENTRAL ROUND PLANTEf2 WRNISHING GOURTYARD d T ��E - DETAIL 3/L4A2 MI GEA�7Rq� SQUARE TALL PLANTER couRrr� M2 DETAIL 3/L4A2 GENTRAL SQUARE SHORT PLANTER caxzrrarz� M DETAIL 3/L4.02 r.F►.1mAI I BENGH couRr�ra,�e TORRE AVE. ENTRANGE M4 GEN UMBRELLA couRrr� MS e STEVENS GREEK BLW. d TORRE AVE. ENTRANGES d PLAZA IN FRONT OF GARAGE M6 WALKWAY IN FRONT OF 6ARAC�E O LAR6E BOLLARD BOLLARD: OPTION A- BEGA 94$5 MH, 12"m, 51" HT., GOLOR: BRONZE OR BLAGK OPTION B- 6ARDG0 BRM824, 8`m, 42" HT., GOLOR: BRONZE OR BLAGK GOLOR: TBD. BY O�^NER AND LA. QUANTITY: 13 A". OPTION A OPTION B SMALL BOLLARD 80L1ARD: OPTION A- BE6A 8482 MH, �Z" m, 3q�2" HT, GOLOR BRONZE OR BLAGK OPTION B- GARDCA SRM824, 8'm, 30" HT„ GOLOR: BRONZE OR BLAGK GOLOR: TBD. BY OWNER AND LA. QUANTITY: b MATERIAL DESGRIPTION POT: 'DUNE' BY KORNEGAY, D5-32, 44"m X 32" HT., STANDARD DRAIN HOLE GOLOR: C.USTOM 'KORNEGAY DUNE' QUANTITY: Il � : FILL WITH 2' TO 3' SIZE 6RAVEL Lll�ft d IRRI6ATION: GUSTOM SIZE 'GWS PLANTER LINER' AND 'GWM M�ULAR GONTAINER IRRI6ATION 5Y5TEM' BY TOURNESOL SITEWORKS, INGLUDE OVERFLOW DRAINAGE ADAPTER. DRAINAGE: PROVIDE GRAVEL 5Ur1P FOR EAGH POT, 5EE DETAIL 5/L4.UI �� , POT: JANUS ET GIE 'DEDON GHA�PLANTER HI6H', 21' SQ. X 44" HT., GOLOR. BRONZE Qj QUANTITY: 4 LII�R d IRf216A710N: GUSTOM SIZE 'GWS PLANTER LINEfZ' AND 'GWM MODULAR GONTAINER IRRIGATION 5Y5TEM' BY TOURNE50L SITEWORKS, INGLUDE OVERFIAW DRAINAGE ADAPTEft. DRAINAGE: PROVIDE 6RAVEL SUMP FOR EAGH POT, SEE DETAIL 5/L4.01 POT: JAW/S ET GIE 'DEDON GHA PLANTER LOW', 24" SQ. X 20' HT., GOLOR BRONZE Qj QUANTITY: b LINER 3 IRRI6ATION: GUSTOM SIZE 'GWS PLANTER LINER' AND 'GWM MODULAfZ GONTAINER IRRI6ATION SYSTEM' BY TOURNE50L SITEWORKS, iNGLUDE OVERFLOW DRAINASE ADAPTER. _ DRAINAf E: PROVIDE 6RAVEL SUMP FOR EAGH POT, SEE DETAIL 5/L4.01 I F3FNrH: FORMS+SURFAGES 'F#JD�'�ON BENGH' SSFUD-�I65, 96` X I1.9' X I58' HT SURFAGE MOUNT � I�,',4 �� @�d9��f'�°r,�, li 0�3 �9l�' P'w�, r,� �-oi� wirH �►roFiN , �� e HARDbJOOD FINISH , �� OR SIMILAi2 Pi20DUGT �� `. `' TO MAINTAIN ORIGINAL 60LDEN GOLOR OF �.. :.,..:.,......, �r�....:_... UMBRELLA: JAWS ET UE 'TEAK RDUND (OGTA60NAU' WITHOUT BPSE, q85'm, CALOR: WHITE Qu�rin: b '' � .��_ � i �OURGE REMARKS KORNE6AY DESIGN, I. CANTRAGTOR TO p�.{p�, CANFIRM SITE 877-252-6323 R1RNI5HIN65 LEAD TI� d GONTAGT GLIENT FC TOURNESOL APPROVAL. SITEWORKS 2. GONTRAGTOR TO !FORMERLY PLANTER GOORD�NATE GUSTOM TEGHNOL06Y), PLANTER LINER AND pHpNE: IRRIGATION SYSTEM 800-542-2282 51ZING WITH LINEf2/ RESERVOIR MAWIFAGTURER. (ANTRAGTOR TO , PROVIDE PLANTER IN IOR DIMENSIONS TO MAPUFAGTURER, INGLUDING TOP d BOTTOM DIAMETERS AND HEI6HT. 3. GONTRAGTOR TO GONNEGT PLANTER LINEfL'S OVEt2FLOW JANUS ET UE, PHONE: ADAPTER TO THE 925-330-1689, 6RAVEL SUMP WITH GONTAGT: GINF'iER FLEXIBLE TUBIN6. GpMPE{zTZ 4. POTS TO BE TREATEL INSIDE WITH TOURNESOL WATERPROOFIN6 SITFWORKS GOMPOUND AND (FORMERLY PLANTER ��IDED WITH I/2"m TEGHNOL06Y), DRAIN HOLES. PHONE: 5. REf'LAGE THE KIT b00-542-2282 LINERS THAT GOME W .1AN15 ET GIE PLANTE WITH HIGHER QUALITY UNEf2 AND IRRI6ATI0 SYSTEM PER TH15 MATERIALS SGHEDULE JANUS ET UE, PHONE: 6. LA. TO APF'RO�/E ALI 925-330-IbB�t, FINAL LOGATIONS OF GONTAGT: 61NGER POTS IN FIELD PRIOR GOMPERTZ INSTALLATION AND PLANTING. TOURNESOL SITEWORKS (FORMERLY PLANTER TEGHNOLOGY), PHONE: 800-542-2282 FnRM� + ,iIRFA(F� II M GO � NTRAGTOR TO , ��: WI\f �� SI� 805-684-8626 FURNISFiiNC�S LEAD TIME R GONTAGT GLIENT FOR ar�ov�. 2. LA. TO APPROVE ALL FINAL LOGATIONS OF I BENGHES IN FIELD I. PRIOR TO ORD JANUS ET GIE, PHONE: � p GpNFIRM 925-330-1689, ING GAFf TABLES GONTAGT: 61 p�� y E�.�q� FpR � UMBRELLAS AND UViBRELLA P05T5 FIT TNE GENTEf2 SLOT HOLES. GONTRAG TO NOTIFY LA. AND O IF UMBRELLftS WILL NOT OR BE HELD DOI�AJ BY EXISTING TABLES. 2. GONTRAGTOR TO FIRM SITE FURNISHI LEAD TAGT GLIENT FOR A AS�.�OGIATED I. GON T TO LIGHTIN6 GONFIRM 51TE � REPRESENTATIVES, R1RNI5HIN65 LEAD TIME p�.{p�, d GONTAGT GLIENT FOR 510-638-3800 A�V�-• CANTAGT: ANNE 2. U5E EXISTING RUDDELL FOOTIN6 AND ELEGTRIGAL GONNEGTION SALVA6ED AND PROTEGTED DURI DEMOLITION. 3. SELEGTION OF LARGE AND SMALL BOLLARD rrt�s ro BE eorH OPTION A OR BOTN OPTION B. DO NOT AS�.�OGIATED MIX-N-MATGH BOLLA LIGHTING �M DIFFERENT REPRESENTATIVES, MANJFAGTURERS. PFIONE: 510�38-3800 � GONTNGT: ANNE RUDDELL z :=� � � �_ H = __ G4 � < < � P � w ' ��<» � r� � � � . � y � _ -� � � � x o � � . x � � a a ° �", N 0 � " � � � ° o • � `.. � Y x �- oF � � F�-�1 � 4� i-�I U � G� y C/� V � � � '� � O V �� ..�. �� r..y,..d.�y. +e., .� a� w. pepi d14rt Mwar rd�r 4 rd�l6s�kpse�� n d x., �.... Sf ALE:Iv"IS wnf viea oane�aK: a �xn zrcti•, n wu � t��n �s� ns ouuua,�. ya_ s:.�s. e w u�sw nn�x:nas D A T& I S S U E 07/16/10 PEI4WTSEI REV I 1:C) DA'Ri LCSIiC Q �/n+no r�v:hinc ///�� — co.uaiu. � 7/29/10 BIDSL•7 ox/nno rw:ru:c co.+wcsn�s w � � Q w � V m � H r - � z w B �"'� < � x e PR<)J ECT #: to D R A W N B Y: c�c C H E C K E D B Y: AFI DRAWIhG Iv(): L1.03 � �:; � � fi � �: ` � �-; c c c s �r i � -. � fi ` � c �.; � � � c � �: u: � � � �� N`, c� �t i � �� ;. T � � 3 z � S < � .� � � � � 0 E . � L � � �) . � . . �' .. . , �. . z � .� � ��p T � �� ` . � .�� h . , ,-� ;� ;�. � IMPERVIOUS RENOVATED SURFAGE AREA: L� SITE-WIDE TOTAL PROPOSED IMPERVIOUS PAVIN6 IN AREAS OF RENOVATION = 9 ll 5Q. FEET (NOT INGLUDING RENOVATION FOR ADA GOI LAYOUT LE6END GRADIN6: GRADING AND SURFAGE DRAINAGE FOR ALL NEW PAVING TO MATGH EXISTING GONDITIONS, AS SHOWN ON GIVIL SURVEY (SHEETS GI d G2) —�--� -- IMIT OF WDRK L N TES: C� ERAL NO I. THIS PLAN 15 NOT BASED ON A SURVEY. GONTRAGTOR TO VERIFY IN FIELD ALL LAYOUT AND LOGATIONS OF PAVEMENT, ■��■ MATGNLINE WALLS, GOLUMNS, SITE RIRNISHING, SIC�NAGE, AND UTILIT�ES. 2. REPLAGEMENT PAVit� TO GONFORM TO EXISTING PAVING SPOT ELEVATIONS PER THE TOPOC'�RAPHIG SURVEY, SEE GIVIL ; GONGRETE PAVERS ON SLAB DRAWINGS. 3. PROVIDE EXPAN510N JOINT AT ALL FOUNTAIN PERIMETERS, FAGE OF BUILDINGS, STAIRS, AND ADJOININ6 PAVER BAND POURED GONGRETE (A5 SNOI^9d ON PLAW. 4. GONTRAGTOR TO PROTEGT EXI5TIN6 TREES TO REMAIN DURIN6 GONSTWIGTION. 5EE TREE PROTEGTION NOTES ON POURED GONGRETE AT SIDEWALK ��ITION PLAN. ARBpRIST TO MONITOR HEALTH STATUS OF EXISTIN6 TREES THROUGFIOUT THE GONSTRUGTION PERIOD. 5. REPLAGEMENT PAVIN6 TO CANFORM TO EXISTIN6 EXTENTS OF PAVING AND EXISTING ADJAGENT GRADES. PA. PLANTING AREA 6. AT ALL BUILDIN6 ENTRIES, SLOPE OF NEW PAVING IS NOT TO EXG�D 2SK FOR THE FIRST b'-O" FROM DOORWAY. ?. REMOVE, PRO7EGT AND STOGKPILE EXISTING SITE FURNITURE DUFZIN6 CANSTRUGTION. REPLAGE AFTEi2 GOMPLETION OF hIORY.. le� DETAIL W1�1BER 8. ALL SITE RIRNITURE TO BE FIELD-LOGATED BY LANDSGAPE ARGHITEGT. L4AI �— SH�ET WMBER 9. GONTRAGTOR TO SUBMIT ALL PROPOSED MODIFIGATIONS IN WRITING FOR REVIEW BY GLIENT AND HART HOWERTON. GONTRAGTOR TO REGEIVE I�ITTEN AUTHORIZATION FROM GUENT OR HART HON�RTON PRIOR TD INSTALLATION OF ANY GONTROL JDINT PROPOSED MODIFIGATIONS. 10 GONTRAGTOR TO FIELD VERIFY SURFAGE AND UNDERGROUND EXISTING GONDITIONS INGLUDING• UfIUTIES BUILDING - - - - - - - EXPAN510N JOINT m � ; .:E.�_:. : �:..: ;.'::°?::�:i�?i..'.�-.�::F;�'�?: �...�"::�:::_::;':-:�:;::,: F' ;:;: :�:�ii_t::;�G:.;:r:i;:� : ':;:;: 'a;;:�:i: r v 1 z � G $ 1 p KEY MAP � � z� O 10 20 40 FOUNDATIONS, FOUNTAIN FOOTINGS AND GORE WHLLS, BOLLARD FOOTINC-f� AND ELEGTRIGAL GONNEGTIOWS. N OT TO S Cl �■ �E II. GONTRAGTOR TO ENSURE LIGHTIIN6 PROVIDES SUFFIUENT SAFETY FOR NIGHT TIME U5E AND MEETS LOGAL GODES. � � � � � � � Pxo�ac'r u: �o-aos DRA W Iv BY: (]C CHEf,KED BY: u� DRAW1IvG NU: L1.04 c c � � � �.c �.r � I � I � � � 3 - r- i � � � � � li L � � �� 2 . _ � i ;`: ,� i �' u; �1 C; L — S _ _ L � C; L � ;_, � I p � l. 3 t fi � . � � � � _ � � � c a c � �.; � � � �: N � q c; c L C L j �.= € c � G , 1� I „ ' �� . �^ - � ►°� � � � " 1 ',� �r'.� ' -. u . . � , � o I � i � � � �5 .. >. T � ��€�rw�€�rw�€��w�€�� ' ' �.` I �. .. v._ � i � ' .• + � ; � ;; .� i C�ROae� � a � < � � n 7d r� t�7 DC bd r C C7 �€ w� w �;:` a. ��. I f i � � � ,�r � � �• � �■��i �■��i -�- - • - �� /�� • - • ir ►�� '�� \\\\\, - • - r • - s . � GOMPLIANGE, 5EE GI�/IL DRAW�N6� � i �1 �w TRASH BINS GONTROL JOINT, TYP, EXPANSION JOINT, TYP. MATGHLINE - 5EE SHEET LI.04 p L ��€iw �r� N�� €�rr�€�w�r��r�M��w�r��w�€��e��M�Nr��tw��rt�r��wrNw�wi�w� PA ALIGN ALL BOLLARDS � I � C� w C'S w �S u� INSTALLATION OF GONTRAST WARNING BAND ON EXISTING STEPS TO REPLAGE (Ea BRIGK TILE BAND GARAGE TOWER PORGELAIN PAVERS ON EXISTING SLAB + ! LARGE BOLLARD, I � USE (E) FOOTINGS i ' r'VT'C DIJLL/'11CV7� A55URE EQUAL SPAGING C � RENOVATION YJORK FOR ADA � GOMPLIANGE, SEE GI�/IL Df2AWINC�S POURED GONGRETE PAVING 2 TO RESURFAGE (Fa RAMP, S�M_ L4.0 IMPERVIOUS RENOVATED SURFAGE AREA: , • • SITE-WIDE TOTAL PROPOSED IMPERVIOUS PAVING IN AREAS OF RENOVATION = q I SQ. F�T (NOT INGLUDIN6 RENOVATION FOR � GRADING: GRADING AND SURFAGE DRAINAGE FOR ALL t�W PAVIN6 TO MATGH EXISTING GONDITIONS, A5 SHOhM ON GIVIL SURVEY (GI d G2) GENERAL NOTES: CANTROL JOINT I. THIS PLAN IS NOT BPSED ON A LOGATIONAL SURVEY. GONTRAGTOR TO VERIFY IN FIELD ALL LAYOUT AND LOGATIONS OF PAVEMENT, WALLS, GOLUMNS, SITE FURNISHING, SIGNAGE, AND UTIUTIES. ------ EXPANSIDN JDINT 2• REPLAGEMENT PAVING TO GONFORM TO EXISTING PAVING SPOT ELEVATIONS PER T1+E TOPOGRAPHIG SURVE'(, SEE GIVIL pRAYJIN65. 3. PROVIDE EXPANSION JOINT AT ALL FOUNTAIN PERIMETERS, FAGE OF BUILDINf, STAIRS, AND ADJOINING PAVER BAND (AS SHOWN ON PLA►�. 4. CANTRAGTOR TO PROTEGT EXISTING TREES TO REMAIN DURIN6 GONSTWIGTION. SEE TREE PROTEGTION NOTES ON DEMOLITION PLAN. ARBORIST TO MONITOR HEALTH STATUS OF EXISTING TREES THRaK�HOUT THE GONSTRUGTION PERIOD. 5. REPLAGEMENT PAVIN6 TO GO►�ORM TO EXI5TIN6 EXTENTS OF PAVING AND EXI5TIN6 ADJA�GENT GRADES. 6 AT ALL BUILDING ENTRIES SLOPE OF NEW PAVIN6 IS NOT TO EXGEED 2R'i FOR THE FIRST b'-0" FROM DOORYJAY. �_� 0 l. REMOVE, PROTEGT AND STOGKPILE EXISTIN6 SITE WRNITURE DURING GONSTRUGTION. REPLAGE AFTER GOMPLETION OF WORK. KEY MAP 8. ALL SiTE FURNITURE TO BE FIELD-LOGATFD 8Y LANDSGAPE ARGHITEGT. q, GpNTRAGTOR TO �IT ALL PROPOSED MODIFIGATIONS IN WRITIN6 �OR REVIEW BY GLIENT AND HART HOI�RTON. _ C,pNTRAGTOR TO REGEIVE ►�N2ITTEN AUTHORIZATION FiZOM GLIENT OR HART HOI^ERTON PRIOR TO INSTALLATION OF ANY � PROPOSED h10DIFIGATIONS.� � O 10 20 40 10. GONTI�AGTOR TO FIELD VERIFY 5URFAGE AND UNDER6RDUND EXISTIN6 GONDITIONS, INGLUDING: UTIUTIES, BUILDING FpUNpATIONS, FOUNTAIN FOOTIN65 AND GORE WALLS, BOLLARD FOOTIN65 AND ELEGTRIGAL GONNEGTIONS. �T OT TO S C1 iJ-JE �I. GONTRAGTOR TO ENSi1RE LI6HTIING PROVIDES SUFFIGIENT SAFE11' FOR NIGHT TIN� USE AND MEETS LOGAL GODES. lv (E� LAWN 2 POURED GONGRETE L4.0 PAVING PA SMALL BOLLARD � STEEL HEADER � 4.0 8 CANGRETE PAVERS - L4.0 SAND SET (PERVIOUS) � � �� F =�� p4 �= ` � _ «� a w ' ��<� � . �.. Y ` e ,°�` =� � O l < � L � r� � IL r4 a a ° ri, N O � " O � � N � O e ../� G `^ ., ' _ x �- oF � � � 4� � i� U cn � C� � C� V O ° � '� • � O V ��d �...,. �.�. �..+�,�.a.� ,kd.,,..d.vep. �... R ie.ek pqaw d/M IM�sa �d s esb� �rd��reeplx�asms�td M..Ib..wa SCALE:120 exnf v rMe n�ncvx: s rarr N'1L'. fl MAf KFN RF.\'L1FD fitAl nscruuw.sia sc:u�a�> u�csi nrr[r�uis 07/16/]0 PER.b'iSE7' R E V I 5 I O N 5 1� DA'Ri LSSI�L•' 1Q 7/M/t0 Pl.1T'�Ivl 'M�, ///�� — f.nWtlihlS � 7/29/10 BID SL•T 3 08/T1/IO PIAI�t`IIvG Cnli�IL•7v'IS � m � a � r O F A z � B d � O PR()) EC7 #: 10.004 DRA W tv BY: CJC C H& C K E D B Y: � • DRAWIIvG IvO: L1.05 � � � � � s � ��: r^ � � � � � � 3 � Z lt � Z H Z tl r^ i .��; i l': L L L L �r .� � � i c c � � � � � c � �: �,; c � c: �� h� c� � i � f, r� � >. T � . "R � �i ` �C � r C d � 0 ■ �E �t PLANTING LEGEND (PLANT QUANTITIES 6IVEN ARE TOTAL GOUNTS FOR THE ENTIRE PRD.EGT 511� •NOTE: ALL EXISTIN6 JAPANESE MAPLES TD BE PRllNED, TO THIN AND IMPROVE STRIaGTURE. TREE SYMBOL QTY SGIENTIFIG NAME GOMMON NAME 51ZE NOTES __ r ' � co�Mrc PYR GAL 13 PYRllS GALLERYANA ORNAMENTAL PEAR 48' BOX STD. �ARB UNE 3 ARBUTUS UNEDO STRAWBE�RY TREE 48' BOX hA1LTl-STEM LI12 TUL 25 LIRIODENDRON TULIPIFERA TULIP TREE 24' BOX � � PRII KWA 4 PRllNUS 'KWANZAN' GHEiZRY TREE 48' BOX SHRUB d �'�'�� QTY SGIENTIFIG NAME CAMMON NAME SIZE NOTES O � 10 RHODODENDf20N (TBD) 5 6AL. 3'-0' O.G. SPAGING � AGA 5G 36l AGAPANTFUS STORM GLOUD' DARK BL.l1E AGAPAN7H15 5 6AL. 3'-0' O.G. SPAGIN6 .+. PW IB 83l P11J�1BAC'�O AURIGULATA BLUE GAP PLUt-�AC'�O 5 6AL. 3'-0' O.G. SPAGING + ` • , IMPERIAL BLUE' � LOR ES 143 LOROPETALUM GHINESE FRIN6E FLON�R 5 6AL. 3'-0' O.G. SPAGIN6 'EMERALD SNOW' — - - - Q��- �2blo �o -�7 -�� ... .��. w ::.; �. . .:�. �- .� . � _ ��:: EXISTIN6 JAPA►�SE � MAPLES TO REMAIN ` O �� MATGHLIt� - SEE SF�ET L3A2 5F$2UB 3 ' Q 6ROUNDGOVEf2 (GONTJ QTY SGIENTIFIG NAME GOMMON NAME 51 NO v v v o v �}.�A GLA Ilb RHAPHIOLEPIS INDIGA 'GLARA' INDIAN HAWTHORN 5 GAL. 3'-0" O.G. SPAGING vvvvo � TRA JftiS 2�� TRAGHELO�.�PERNRJM STAR JASMINE 5 6AL. 3'-0" O.G. SPAGING JASMINOIDES LIG TFX 2?7 LIGUSTRUM JAPONIGlR�1 WAXLEAF PRIVET I 6AL. 3'-0" O.G. SPAGING �� (IN EX. BALGONY PLANTERS) � A6A 6W 134 ��TH� PRAEGOX SSP. 6ETT1' WHITE A6APANTF�15 5 GAL. 3'-0" O�G. SPAGING ORIENTALIS '6ETTY WHITE' � LIR MW Q LIf210F'E M15GARI WHITE LILY TURF I GAL. 2'-0' O.G. SPAGING �"b� �"�'�� ►�Q� I.t40 SF GRf�55 BLEND FOR SUN d SHADE (GONTAGT LOGAL N1R`�ERYJ `� KEY MAP POTS SGHEDULE - PIANTING FOR EAGH POT SYMBp�. QT7 y �F POTS SGIENTIFIG NAME � 10 FLOI^�RING RNPUAlS CfBD. BY OY�E� $ 6 FLOh�RING AM�UALS (TBD. BY OWJER) 1�7 4 FLDI^�RING ANWALS (TBD. BY OI^dJEi� = r H � O � �� 2� � � T �0 SG� � � z :_� - O + V F f �"'1 2 2 � � r � � � «Da_ w '; <s � - �.. .� E- _+ O ` =o ;x �: x - � a a ` N L O 1 ' � H � � T O � � �a �� x o� I � � � � � � � V � � a� � C!� U O � O •� O � N v �.�..�. �....,�...� �,�;� tir+i. r o... a..... r. � Pq�rN.. �.d :�4 �Wr�r�s ' a( Ilw 11�.� 5 C A L H: wnc m rwR �r�s�v N'I[L•, R NAf �FF.IV IIFYI�D IYN nswuautaa r:us.arai umc� nrwx;wF D A T E 1 S 5 U E 7/16/10 PER.b7'$E[' RE V ISIVIvS 1� DATii LCSUIi i �ns/w pi,nnw�nc /� f.0�1.111+1�T. � iinnn erosur � urno rur:n�inc C(M�IMI;AT. IQ 9/I1/10 ASSO(]A71Q C(NIMLAT. � � `J m 7 -+ F� r � r � V" � 3 � . a 0 P R O) E C T q: 10-004 D R A W h H Y: VALUE C H fi C K E D B Y: VALUE D R A W 1 h G h U: L3.01 � � ``o c c � � �i �c r� �� fi n � � z � �� ; � � � � �� 'Y : u; ;-. : u; � � c � �r i ; -, i � � � c c i � � l� � lJ_ � C: i �: u: c c; � �� ; c� fi I �^ � � ;. T � PRE-GAST GONGRETE PAVER � SAND SETTING BED EXISTING ST�� SUILDING FAGE EDGIN6 ADJAGENT I/8" UNGROUTED Pl-ANTING JOINTS, TYP. AREA ALIGN EXISTING BUILDING GOLUM , . , . ' � , � � , • ,• , , ; �i � � � . � r .z � ,�,t ." �+�, . i � d ; .� 3 y . � .� , � ' r j ? � , r = � f r0� 7 "y , �y � Y < 'Z., !' < I r r� ` /' � . a a �.� . , i ' . "'n _ r ) f '� � ( ';,,�..,:. � y J .; ..�` M.7 `^ :� � . � � 'il' ....� /.X �... � .,�, °� l x ,:. ,.I r x...V "N�, : 1 '� ' £ t `..'� ;� : . �..,,� � �^ + f ? ':s� f Ya s $ , r : . .:� j ,� .. � GOMPAGTED AGGREGATE BASE GOMf'AGTED SUBGRADE NOTES: I. GRADIN6 AND SURFAGE DRAINAGE FOR ALL NEW PAVIN6 TO MATGH EXISTING GONDITIONS, AS SHOWN ON GIVIL SURVEY (SHEETS U d G2). 2. SEE MATERIALS SGHEDULE FOR MATERIALS INFORMATION. 3. CAMPAGTFD AGGREGATE BASE AND GOMPAGTED SUBGRADE PER 6EOTEGHNIGAL ENGINEER'S RECAMMENDATIONS 8 GONGRETE PAVERS - SAND SET »��,�,�_ � � ' .' O � ' .. � � � c� 7 � � w. � ,.. �' ; , . . , . � .R «� �� >. �- . �. . �.� � ��. .� EXISTING BRIGK PAVING BAND BETWEEN GOLUMNS TO REMAIN i DOUBLE ROW OF 20" X 12' PAVER STAGK BOND, � �_ M�� 1 GONGRETE SLAB, SIM. e E PLANTING L401 � SINGLE ROW OF 20" X 12' PAVER � MORTAR SET ON GONGRETE 5LA6, SIM. � L4A1 ---� . . . . . . . . . . . . . �� EXISTING LAWN � . . . . . � !�— NEW HEADER . . . . . . . . . . . � REPLAGEN�NT . . � � BOLLARD � I �... � . FOUNTAIN .�. .�. � ::: . ... ..�: L DOUBLE RDW OF 20" X 12' PAVERS GUT TO FIT GIRGULAR PAVING PATTERN, STAGK BOND, MORTAR 5ET ON GONGt2ETE SLAB, 51M. � L4AI BUILDING ONE EXISTING DOOR EXISTING BUILDIN6 FAGE � EXISTING BUILDING GOLUMN, TYP. —1—=� POURED GONGRETE PAVING GONGRETE PAVER BAND GONGRETE PAVEi2 BAND LAYOUT AT BUILDING GOLUMN 7 I PAVIN6 PATTERN AT FOUNTAIN EXPANSION JOIN7 aT srRUCn� HAND-TOOLED _ � � GONTROL JDINT � GONGRETE PAVIN6 . a � -.� - ' . � a . r ; ' • . NOTEJ: • - • ' � � I.. s . �. ��i�� D��i� a . „b . -yq�•� .. � .. � ! •�'a , ,.• EN6INEERS REGOMMENDATIONS a •. a . � . , . � � � '- e . ' . . a � � � a SGORE ,JOINT (FIAND-TOOLED) 5 I GONGRETE JOINTS PRE-GAST GONGRETE PAVER BAND POURED 2 �� 4 � PLANTING AREA PAVIN6 I'-8" I'-8' � MORTAR I/8' MAX. JOINTS, BED � TYP. . - - . . e .i , ; e , ' . . � a � .I �, � � .. . . . . a � � . ... „ � - e . . . . . . , a � � . � • � , - a . v � •.. ' e . � . � . . a. a � � . • � , a • . e. . .. . . . . .. � � . .. � � � i, % r � i '" t y Y � a L.v � . . �.., r �„ x . ., r ,� . . ' . ry �> S -�.Fe c s l� �� x i' f t .., r -�., i r � F i ''�` �. YY ?,�.. +� � �• • a . � `"`� . k � f i� . t �`��•l.. . ..� �✓� ✓� t ..��. �r� I � y� � � .a ' . . . ..: : .,... . . :.: . :; . . .... . : , z r N � �-� _ �� ..�:��. ..:�:. �:::::.� :��:. ��.: -;..� .[:�.....� � c / �� : T`X ' � : `. ; _ i; ,` , ;:.: , � , f � y ...,._ ;' EXISTING GONGRETE �� ! J GOMPAGTED AGGREGATE BASE NOTES: �� GOMPAGTED SUBCRADE I. GRADING AND SURFAGE DRAINA6E FOR ALL NEW PAVIN6 TO MATGH EXISTIN6 GONDITIONS, AS SIiOWN ON 7}{�Gy�Ep SLqg AT EDC'�E5 GIVIL SURVEY (SHEETS GI d G2). �T�`" 2. SEE MATERIALS SGHEDULE FOR MATERIALS INFORMATION. I. GRADING AND SURFAGE DRAINAE�E FOR ALL NEW PAVINC TO MATGH EXISTIN6 GONDITIONS, AS SHOWN 3. GONGRETE SLAB, REINFORGING, AND EXPAN510N JDINTS PER 6EOTEGHNIGAL ENGINEER'S fZEGOMMENDATIONS SURVEY (SHEETS GI d G2). 4. AGGREGATE BASE AND GOMPAGTED SUBGRADE PER GEOTEGHNIGAL ENGIt�ER'S REGOMMENDATIONS 2. SEE MATERIALS SGHEDULE FOR MATERIALS INFORMATION. TNIGKENED EDC'�E AT ADJAGENT LAhM OR PLANTING AREA CANGRETE PAVING � . . - a � . � a . . , . e • a • . f e a �-' • • °. � ! i� • . 'a �- r � ., < �..., .�. r ..Y �.. ,..:.:� `��. ... ..�..;� �...... �'. .'.� � � � GOMPAGTED AGGRE6ATE BASE GOMPAGTED SUBCRADE I�l/�: I. GRADING AND SURFAGE DRAINAC'�E FOR ALL I�W Pf�VIN6 TO MATGH EXISTING CANDITIONS, AS SHOWN ON GIVIL SURVEY (SFf�TS GI d G2). 2. 5� MATERIALS SGHEDULE FOR MATERIALS INFORMATION. 3. f2El1�ORGIN6 AND EXPAN510N JDINTS PER GEOTEGHNIGAL EN61N�R'S REGOMMENDATIDNS 4. GOMPAGTED A6GRE6ATE BASE AND GOMPAGTED Sl1B6RADE PER 6EOTEGHNIGAL EN6INEER'S REGOMMENDATIONS b•=�� I 2 I POURED GONGRETE PAVIN6 � PORGELAIN TILE PAVER ON (Fa SLAB I/8" MAX. .IOINTS, TYP. THINSET MORTAR BED ; � , , ` . < . . � � ' � . , . v�••��-�• I 4 I PORGELAIN TILE PAVER ON SLAB ADJAGENT 51RUGTU2E TOOLED 3/8' RADIUS AT EXPANSION JOINT WITH ELASTOMERIG SEALENT, GOLOR TO MATGH AD.IAGENT PAVEMENT, TYP. STYROFOAM BAGKER ROD #3 X IS' LONG SMOOTH DOI�L • 24' O.G. MAX. SLIP .IOINT ON END POLYETHYLENE WRAP ON OI� END EXPANSION JOINT FILLER PER LOGAL STANDARDS, WLL DEPTH POURED GONGRETE PAVING GONGRETE PAVERS BAND r�� IIII i8 �VER TO FIT BUILDING � V, 51NGLE PIEGE OF ON EAGH 51DE V REPLAGEMENT BOLLARD GENTERED IN PAVING BAND AS OG�.URS, SEE LAYOUT PLAN � � .. / , . � �. ' �' r . . � . • . . ' � . � ' . ' . � � ± .��- 0 • . i I . . GOMGRETE PAVER BAND POURED GONGRETE PAVING . PAVER BAND — INTERSEGTION: 40' x 20` PAVERS (nt.i� r�TM . , ' G�v Ir�J Nt] 1 ��iv i n � i r,� DOUBLE ROW OF — i'-e� zo• X i�• Pavefzs, STAGK BOND 7 � . .� . � ± ii�-0� . I . oF a I--F--� �, ' . , F--F-� : . �-�--i , H � TYPIGAL 20' X Il' (APPROXIMATEI TYPIGAL Il' X Il' fAPPROXIMATEJ INFILL PANEL INFILL PANEL NOTES: b I. ALL PAVEf? BANDS TO BE GENTERED ON BUILDING GOLUMNS, TYP. _ F 0 2. 6RADIN6 AND SURFAGE DRAINA6E FOR ALL !�W PAVIN6 TO MATGH EXI5TIN6 z GONDITIONS, AS 51-IOWN ON GIVIL SURVEY (SH�TS GI d G2). �n•=�� 3 GONGRETE PAVER BAND/ GONGRETE PAVIN6 PATTERN LAYOUT 3. GONGRETE SLAB, REINFORGING, AND EXPANSION JOINTS PER GEOTEGHNIGAL ENGII�ER'S REGOMMENDATI 4. A6GRE6ATE BASE AND GOMPAGTED N II� TI s•=�� I GONGRETE PAVER BAND ��•_ ;,� . � � �� : � �' �" < < �` ,�+, w ' � 3 =� �� O t .e 7 2 C � f j L � % x � a a ° a ' N � �s � y M S+ � �� x �= or � � � a� � � � � C/� V O o �� O °� � N c� ►...., �.�.. �,�.�. ,....,..a �..w. a.�.� pepmdl4nilc v r1��rbe�m�' i X.rt �le.s SCAL&:ASN<7I8D lMIIF_ If'lii� DMR1TX: �TKII 1/'SL'. [I' MA5 �FFN �F1'ISFD I'7[NI nsiru:u�,v.s�u scxxata� U1N(i2 M[II:MIF_ D A T E I 5 5 U E 07/16/10 PER.WTSEI RE V I S1 ()NS tvC) DA7ii LSSIi[i Q 7rzx/to vuc:hin:c _ cox.uu.�s g „29„0 BIDS�T s on/n/�o ru�wit:c coai.ut:i. 1""'� �� .. � w w a ^ F- {�� f W c: � z � B < x c PR()J ECT #: io D R A W h B Y: c�c C H E C K E D B Y: �iF DRAWING N()�. L4.01 NOTES: I. GRADING AND SURFAGE DRAINAGE FOR ALL NEW PAVIN6 TO MATGH EXI5TIN6 GONDIT�ONS, A5 SFIDWN ON GIVIL SURVEY (SHEETS GI � G2). 2. 5� MATERIALS SGHEDULE FOR MATERIALS INFORMATION. � v�•=�� 6 GONGRETE PA1/ER BAND LAYOUT AT BUILDIN6 GOLUMN EXPANSION JOINT V �/ �/ ��/ SQUARE LOW PLANTER, WITH GRAVEL SUMP, SIM. 3 EXISTIN6 GONGRETE L4A2 � PAVING ' � . . _. I'-b" BENGH . � � � �"�• _ � . � . �` _ v � � I l�'� � _ — � . � - -� � EQUAL EQUAL EXISTING BUILDING FAGE I I EXISTING BUILDING GOLUMN � � � CALUMN BENGH GOLUMN �� 2 c SEE MATERIALS SGHEDULE �OR MATERIALS INFORMATION. C � L � q BENGH � SQUARE POTS LAYOUT v4•=�� ,,�„-�,� �^ 6 `'^ GONGRETE PAVER ROUND PLANTER, � L4AI BAND LAYOUT AT W�TN GRAVEL `-�hIP, c� BUILDIN6 GOLUh�M SIM. e 3 � 2 POURED GONGfZETE 4 '� � L4AI pAVING � � 3 • � �r � � ALICN BAGK OF . � BENGH 1^lIFH : . F'- � � ED6� OF � . . ` � � 1 : PA� BAND . �_ . . �� . . � � / � / Z � � � � e�NCH . . � � °',� lI I I I� � y I I I I I I I I � I I I I I I I I I� � I -� � EQl1A1- CC�2UUAl- EXISTIN6 BUILDIN6 � x FAGE ~ ^ � � � EXISTING BUILDING � C.OLIR�IN � GOLUMN BENGH CALUMN � � d PLANTER R PLANTER u = NOTF: � ;-, x SEE MATERIALS SGHEDULE FOR MATERIALS INFORMATION. � � � � � 8 BENGH $ ROUND �'OT5 LAYDUT va•=i�-o� ` a �i-u-�-�inw L � L � Vr v�' / � i Q ( � � -� ( / a / C „ EXI5TIN6 TRff / � `° TO REMAIN ; � C � DRIP LINE � ( � � � � � ( , � � � � � � � �� `L % s� sr,w�, I ( w,e � � � b'-0' OG. � � � C: � i.: $ \ BLK•K OR DARK 6R�1 � � `� � PLAN �� c � ` �) � p� - �� . C� ,.. , _ � , _ � � - BEYOWD ORIPLIPE OF 4 ( _ �, -' MNTURE ��fiGIMEN � �� I o�-- � " � ��_.� ' ^ � (''' ' '� , , - � n y � .f .i . . � . . `�R ._ _ .. ,, , .� ., _ .:, p 4+., .,..s � v.. � .. - - . _ - _ .. � V o Jrs � 4 i 3 F � _ / 1 = . � `^�- - -� - ., _, � Nf � I � ELEVATION / J � \ i � � ^ � �� 7 PROTEGTIVE FENGIN6 v�•=�� - �,; »��-��,_,_z� , >. T � PLANT SPAGING DISTAI�E, O.G. GROUND GOVER OR SHRUB PLANTIN6 LOGATION, SEE PLANT LIST FOR SPAGIN6_�� 'I` � � o ti • •�� D15TANGE BEThEEN °� ROWS. D=0b6(5) � –� • • • � ED6E OF PLANTING AREA PLANT QUANTITY GHART SPAGING � OF PLANTS SPAGING # O� PLANTS b" O.G. 4b0 18" O.G. 0512 8" O.G. 2b0 24" O.G. 0.290 10" O.G. I.66 30" O.G. O.IbS 12" O.G. 1.15 36" O.G. O.II6 IS" O.G. 0.�38 48" O.G. O.O"13 6RDUNDGOVER PLANTIN6 // ��% � �� i ��,� i � 3-4" DEPTH #" FIR BARK NULGH INISH GRADE 3" SOIL B/L51N - EXTFND .UST � BEYOND ROOTBALL � � � • �/ , i � �$ : �� SGARIFY EDC'�E OF PIT �Q`� : / ..: - � ::. ` ' � BAGKFILL W/ NATIVE SOIL ONLY. � ,�,�, � : � ;' �-- _- o � �� // . :: : � � / +E :-- EXI5TIN6 SUBGRADE WIDTH OF HOLE 3 TIN�S WIDER SGARIFY ROOT BALLS THAN WID7H pp qLL �,pNTAl1�R PLANTS � �� W/ GIRGLIN6 ROOTS. SEVERELY ROOT 80UND SHI�UBS WILL NOT BE APPROVED. SHRUB PLANTIN6 PLAN ��V I PREVAILIN6 WIND �o� NOTES� TRffS H15T HAVE AN UNGUT LEApER ! HAVE A u+ir-o� rn�x �� ro nP. rn�, ►rusr h�T AT LE/l5T NORMAL GALIPE�t t F�16HT FOR GONTAIt� SIZE. OVHt6ROYN TRSS ARE NOT /�GGEi�T/48LE 24' GORp� BI,/�GK RUBBEi2 TREE 71E. LDOP e TR�K A!� NAIL TO STAKE ALTE�iE, Np.9 6ALV. WRE TIE W/ REII�EORGED RUBBER � �,� 4' WAT�IN6 BASIN 2' IM_C.H UYEit 2" DIA. X 10' TREAT� l.Op6EP�OLP PIlE STAKE. PLAGE OUT5IDE ROOTHJLL.I. S7AKE5 p 70 BE PLUMB e Np GLO�.�Eit TFIAN 4" OR � , FART}fR T}UW Ib" Fi20M TRUWC j \\� \. �--� PERFORATID D�P WAifl21N6 TUBE � �� \ I ,,�, ,� ; \ ' FERTILIZER TABLETS �T . .'/ .. ... : snucFnl wrn+ wsnve soiL o�r : 3 = : SGARIFY RDOT&ALLS OF ALL GONTAII� _ ; . :.. ' . PLANTS W GIRLLIN6 RDOi5. SEVERELY ROiOT eaiw �s n� r�or ncc�rne� 3X RDOTBALL 4 TREE PLANTIN6 � STAKIN6 2" DEPTH DECARATIVE MULGH. GONTRAGTOR TO PROVIDE pEGORATIVE hULGH SAMPLES FOR LA. REVIEW AND APPROVAL BEFORE ORDERIN6 ENTIRE MATERIAL ORDER. EXISTING� SEATWALL � .L 4' � . ctR �" � . PLANTER 501L MIX FOR POTS GEOTEMILE FILTEf2 FABRIG LAYER A' BASE OF POT DRILL NOLE IN BASE OF POT FOR DRAINAC�E WEEP HOLE TO 6RAVEL SU EXISTING PAVING NOTES: I. GRAVEL SUMP TO BE AGGURATELY LOGATED WITHIN GENTERLINE OF f INSTALLATION. - - 2 GONTRAGTOR TO IMMEDIATELY NOTI LANDSGAPE ARGHIT�GT OF ANY FI DISGREPANGIES THAT MAY ARISE : : ... :...... . ... 3. CANTRAGTOR TO GOORDINATE GUS PLANTER LINER AND IRRIGATION 5Y ' SIZIN6 WITH LII�R/ RESEFZVOIR .. MANJFAGTURER. CANTRAGTOR TO � ' ...:: !::' ::.. :....: .:.°; Pt20VIDE PLANTER IN RI DI c TO MAWIFAGTURER, INGUIDING TOP BOTTOM DIAMETERS AND HEIGHT. - 4. GONTRAGTOR TO GONNEGT PLAN � .: LINERS OVERFLOW ADAPTEi2 TO T� C'�RA�/EL SUMP WITH FLEXIBLE Tl1BING. 5. POTS TO BE TREATED INSIDE WITH WATERPROOFING GOMPOUND AND PROVIDED WITH I/2"m DRAIN HOLES.� �4•=r-o� I 3 I PLANTER WITH GRAVEL SUMP 3/4" GHAMFER � 45', CANTINUq15 � ` � r ' � y `�� 3 .c.l `., F. � S` � , .- r�� +•_�� I 2 I FOUNTAIN REGLADDIN6 - SEGTION ��'�� .� � I �+•=r-o�) I I I FOUNTAIN REGLADDIN6 - 3/4" GHAM�ER @ 45', CANTIWl10U5 STONE GAP STONE VENEEI2 GONGRETE PAVER BAND No�S: I. �OUNTAIN RENOVATION TO BE DE516N-BUILD BY GONTRAGT� 2. EXISTING FOUNTAIN TO BE RE�LAD WITH STONE VEN d GAP. 3. DE51GN-BUILD GONTRAGTOR DETERMINE ATTAGHMENT OF STONE VEI�EfZ AND GAP TO EXISTING GONGRETE WALL. 4. FOR MATERIALS INFORMATI N, SEE SHEET LIA3 MATERIALS SGNEDULE. EXI5TIN6 CANGRETE WALL, FOOTING, AND INTERIOR TILES TO REMAIN i =r- STONE GAP, 13' W. X APPROX. 165" L. X 3' THIGK, 32 PIEGES TOTAL STONE VEN�R JDINTS TO ALI6N WITH STONE GAP JOINTS 570NE VEN�R APPRDX. 165" W. X IG" HT. X 2" THIGK, 32 PIEGES TOTAL FINISHED SURFAGE NOTES: I. FOIR�ITAIN RENOVATION TO BE DE51@ BY GONTRAGTOR. 2. EXISTING FOUNTAIN TO 8E RE-GLAD sroNE vEt�ER a cEw. 3. FOR MATERIALS INFORMATION, SEE Lt.03 MATERIALS SGHEDULE. T z �� H =. . � _ � ��a w � ��<� � s � `; ~ � � � O ` ' = g . < � c C " x �� w� a ,.a N a, � r� � y . O Y � °.. �� x �- oF � � F-ti 4� C� 3-� U � � � C/) V O ° O •� c� ) � �NIV �w �.. �...� � ,ti.. pspen di4n /lo�e�� W or �oe�e rd wwu �epm� �m m�r d N..N,.a.. SCAL&:ASh(71FiD �nf �r �iNS nan�rx: 6 ran 2{'lLli'. fl HtilFFN RF.VL4D Rl1V l fl] lMKiIUL fllF_ Sli1LP.6 Ml) u�cs.a nrnx:ws_ DA7'E I SSU F 07/16/10 PER�II'TSE REV ISIOIvS I� DA7'[i LCSI;L Q '!/2R/10 PI�V`t.ING /� — COlW[ihT � 7/29/10 BIDSLT 3 OR/P/10 PLAIvIM1It`G f.nNl1[>hT. � z � � �� m � aw r � Q Z � B p"� 6 � � 0 - � I PROJEC7' #: 10.004 II D R A W N B Y: (]C C H E C K E D B Y IEE �F DRAWIIvG Iv(> �4.:,.-0. L4.02 , - �� . .. 9 � a , a ,�'.. � f �, ; ;.. d ' :��.= i XY,. "f'' x . . � . a � � < F . "N . � V �Ic — 0 — �`f ��'�7 -1Q .� • � . . � - - - ' � _ Y /�y! s�;, r .� �,�� "; a - FACTQ2Y SEE CHART F�2 MA% CUT THERMIIL CROVN E GTH L MEIGMT El(PANSIDI SLIP J�INT 7 GA. GAL V �NIZ STEEL HpIRPIN, SEE CHART Fort VIDTH ELEVATION • CROWN DIMENSIONS BENDA Bd4R0 PLASTIL MERDER z� BOARD, SEE CHART FOR SI2ES SEE CHART—� LASTiC STAK FQ2 THERMRL 2 3' 6C. MAX. USE �� EXPANSION PLATED DECK SCREVS �AP FQ2 ATTALHMENT FINISNED �1INISH GRADE — — GRAnc GROUND CwER =III=III=III III=III=�II=III= TuaF PLANriHC AREAS III=III=II II=III=I�I=III=III n=i_n=ui �-iii-n�-n— � =111°III= II��IIIIII°III=111 AREA N1=11� III=—N�111=111 SEE CHART �Q2 �_��_��_ ��III=IX=II= MINiMUM 111=N�1� - 111= 7 �p, - III III= II�NI�—�II � RADIUS GALVANIZED I) I III— YI STEEI HAIRPII III= w 1= SEE CHnRT lII II=III II � �IN �Qi VIDTH =III—I�I= 111= IN =��° s�cnoN -� __"- vuw v�Ew SUP JOINT DETAiI MININUM NAXlMUM 1F�ERMRL $LIP JOINT MDR. ACTUAI RADIU$ LROVN EXPANSION HAIRPIN 1- DOMOT�CIIlWTIIROIIONlL1JONf S12E DINENSIONS P�SSIBLE POSSIBLE GAP AT SLIP DINENSIONS 2. USE COARSE VmD VptKING T }%1 3 3/8' X 5/16' 20'6' 22' / N/A F� CUTTING � DRILLING IXI 3 3/8' x 11/16' 2��' 19' / /4' - 1/2' 3/4' ID x 1 3. USE PLRTED SCREVS Q2 RING SHA 2K< 3 3/6' x 1 3/8' z�J6' 16' / /2' - 3/4' 1 1/2' ID z 3' NAIIS TO JOIN BOARD TO ST11KE SX6 5 3/6' z 11/16' 2Q4' 9' / lY2' - 3/!' 3/1' ID z 1 �� pLLOV �OR THERMAL E%PqNSION L CQ4TR11CTIU1 BY LEAVING GAPS IN THE SLIP JOINTS at AT �N� ��p �� THE END OF THE RUN (SEE CHART> COLpt MEND[]LINO REOV�D WARM VEATHER INSTALL MqNUFALTURED BY�� EPIC PLASTICS, 104 EAST TURNER RD., LODI CA 95240 MIN GAP URL ADDRESS� ��.epicplastics.con COLD VEA7HER INSTR�L 5. $TAKE APPROX 3' D' OC (MQ2E F�R STRAIGHT RUNS LESS fOR CURVES) 2 BENDA BOARD PLASTIC HEADER BOARD DETAIL #110 SGLE: MIS BENDA BOARD IS INTENDED �OR NUI-STRUCTURIIL USE UILV 2 REGYGLED PLASTIG HEADER � ° o tl hn � d � LJ� O _b�° ��, + r 'I. `_��c��li��I� _ _.. � . ' M �� ,� :�� 4. �, � � ��`-"3.�"a� ,� . :.; . � � F c�£ � � a '� a r \ . � �f ''. <'� �,, a. : : � - L „� a,` u 3 � : ��I�l1j �: a�.� s T� \`�, .,r f ;� � :. �� Gi ' . :� i. � ; '' ' ;:. ,,, ., .. ; _ ; ;. �—� NOTE: SEE MATERIALS SGHEDU..E FOR SPEGIFIED STEEL EDGIN6 RESTRAINT. 2 � I STEEL HEADER NOT TO ADJAGENT PLANTIN6 ADJAGENT PAVIN6. 5EE LAYOUT PLANS. STEEL HEADER WITH STEEL SP�KES. INSTALL PER MAPNIFAG7URER5 REGOMMENDATIONS. GOMPAGTED SUB6RADE R GEOTEGHNIGAL ENGINEER REGOMMENDATIONS � � , �._,..�. z �� o �=` r � _ �-1 x z � � .t • ° _ �i � ud � � � `� o � 6 v � . � � � - ,`, : . O L � < O C x � � w - a a a a N ♦ O r� � y M O r � C r � � x �= of � � �� .� � � U � � ) y 1 VJ V ` Q '� ' °IV f.21W 14nNwas rr....,.�.�.. �aa�ep.�a+s 'ne a.p rd.mp �a...e ee.de pepr d/iw Mo�uem rd� Ie �sdNir6epdx.m d ��.. 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