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S 84-11CITY OF CAMPBELL 2105 S BASCOM S 84-11 1 of 3 v LAYOUT / IGHTING LEGEND L_ 2. ' 4'4 Co05Wx 6'JLc14 HIC4,. 16++T , �= e DlrA1. N L• W 5H6ef NuMF3�Fmbvs i LAYOUT f LIGHTING NOTES 1, 19E 60TFAtT.'F- 5HAL-4. vEF•;F'/ ALL THE cE,,; ANC E-Z+6 A' - :.PCCEPANGIC6 --e AT7F_�LT10r+ ?r ` L>^Cc APE AAC., T5"T Foa A PeCIc:C. i:EFOFE vCxE_C aS V, r' THE v\'R-Ic C. ALL WIrITTEN DIMa 1510V5 =UPEF= GCE ALL 5L:•.L-V ^aNGd: AN; D:MCN5;9µc� DII-tEr:,lOrh ARE FFOM ^'r.6 FAGS OF 601p%,6 '. AL.I., CUR°, a:CC .',ALL. OK FrI::E :-LE_5 .. �ECwy3E !NDI,;AT.^. 0� 'r-'E F'L.:Nv .THERE 'AAL'�• kEACEe:: 7It FA\ 1• v, .ALLi • CI M HAVE eeE- CMITTEC 3 3UILCIH6 AND 9vA0w.1 LAY-N'T 6Y a VALF rOGRIn 6. AN0 FED\r6G'r HEACEF5 :HALL 6E s: : +; `.v ON TH= FL AI+ A-. -A`r Zf_� a.JU5T5:! IN THE GG THE LAND�PE Aa.:.:ITE=T. THi :6�TRA=TGc ,HALL \6F c• ?-E Ld:A`IGv OF ALL i.ITILITIES • '�E EEF:RE ;C "YENGI.I; tti Tw '-'e v^.SRC . ANY G5mCF 710/. T? TrE VTIU'fIsAr-- GA cC �"f wl wGq� :'^ CEx `'� cNTFAaT _HA _ 2E C.sFzREGTED AT 7-E, EXFEIr E GF THI: I&. A-L U61­17IWp FIxYUe;S A1.D IW..TALL.A-I:NS SNAIL COHF92M T7 MAruFALTuFFFS SPF.GIF!GA''��= A"D L;,'wFLY AITT LZA� c AND 3. CASHCC IreC- G NIJEGTI..i LYi+H'Ins FIXT('FFi_ A=E FlF• `rE .:0NVEHIE-4,E OF -SGA'!N5 Ti E Flt`Uze_ Awe x r+OT FEPF FJ T 5l E. T1iI AL GIFGUIT(¢Y. ` E_: ELLG*¢ CAL A. -Hf-=GNTR�•C'fGR _.Ho"L_ ('PC`/!%E A 9'.�4' 7/�'^'!P:.E i•e'i-IE 3:9 '.�'r�'��• ¢I�G•' RXE l{_ GOlR MIIfI'jisw- 1'F'R%ffi I' rF_ __ _F_rHe_ OwwaR a•NC-THE LA•;NV4c,--fE PrcHr1';`T. PLANTING NOTES • .c ati''.,= ..a__ �`✓ 7i?rE o;-,_�-� c>A"_A= \NTH ALANTIHIsf A-. .;WCE= THE A _ _' rC o_q.,-nya FC'P£MAN. '1>. `YE �_AvTN � c'LAN 15 7'AGgq ••'"'A' .., E\A.:' �.,a^ : N OF �i1�.' 'rA-BRA.. •5 $iz.EG', 'G A„ JLG ,.,EN- ti '•E °$-.� .•7Ex T-_ ;''¢E,'^ION Gc T�,F LAtih��E AQii✓iTEi•;T• - 3. 'f-E ^AN:S.%AvE Aq•:-.,^ cSErVc�- =hE c=.�_- =. !--'atiG a-�5-'„_,r,'-5 a -_A- bl i - .F cEEh NE:r� ' •cA Q'/ .�u�_E WG¢t ! r c¢G�E�sa. _' �.r .L`.' � �• ,� __ E'E AGG: '^iAN1ED 'S'i ,a o•�.. �,ti ;� Pam¢ `.•r �ti�'_� E�� sG TIME _Ati�:AoE .;tN'aa� cam• ALL `-EEC. A¢r S ?� :Tsl > "c: a: a•:\%` Iu iAs�AMSr ALL. A2E 4''A,"rE,7 �"`R��TLZEc• ?Y "'IEAN: :% A�F�I'i\Er^ cA4-,_�Ez; oLLOvI!N6 fORtwoY�-�+17 &?VI.?H. 7 -=EK �'L .. var �,� .rCEiE by E='= 1 %R' '�•' GG+- Ve-A-,=-Irl.'^", M. x -' x+E PAQ' 1-:. C� +. �¢iFr A•.D =!N :'AB .-�Ei 26;; W7G7 �: _ ..GvCI'' .'�E2 ^';XED ' I^'- E A AJD'TIGMAL AL' ANANGE ._ �i^A_�v'a SY Arc :v/wH 9•. '1 C ALA- =aA^, �v K TO CE .0-L' .- ' s OEo' Te k¢EAS nKEFE Zi''.vh A¢E C .a.7¢A"^1"lA's•..i.• h••JwN 'I..: ER4ur>r!a% GRApiNG___ LEGENp A:i. AZEA :R4u C.S.tCl" Gc :'TEF TI *w. ,-P CF WAI.. P>CT?O av co . E._E VAT'✓'J N P F'v+ 7CIfJT !4TE2v'A';--, GRADING NO_'iE5 1. 1HF- 'J^+ :I;AaE iJ RALT.'% :HA•.L \EKIcT AL-L p15TAH=ES AND IN THE c :^•: A °'k!N,s ANY DI5Gv.F_PA 4CIE6 To THE ATTENTION CF "'We LAHp:ar; AreHIIW'l F100a A M',14101. BEFORC P¢gcEE: l�� w 'U -06 W01906- Z. THE OW-14:1.5, .ONE %' R 5HAL. PPLINb 00u&0 CmADIH& Tc 0," e�r_-_OK CH •.1 GRACE THL Lar77.APE G"-•'RA[lTOR SHALL DE RE' N:IELE FDA FINE tirtAcll.� ANC °n!'IVE J4AIN4+IE IN Au. LANOyC ;7F_ AfzF.A--_- TIE L.Ar4PWAF'E SHALL µOTIcY 'E -A`4P5UAPE AW,.- W- IF 62A5!.-& C,66REPAI•+GIES EXL-_- FSCF--¢c pRcIEECIr16 WITH 'HE \%Pv- - 8. rINViw cL97R 5LEuATVw5, PAD ELEVATICHS, T F' eo COD CLC\A"vN5 ARE BASED ON CeA1'. Ir?iG j'1ZG VA4EC 6" r '. - CIv IL ENirfNGE F? A. 5%� � '_ Eti,iINEE4h DRAwINrts FS�R O'rIS,ApIr1i O!v ilAADv , PA+�IWY�ir L.�rfE• , ST1�1 ANC WA:,VA_ �EL11GN5, A _ -.. _ ->'• C. TM_ L.=HDR>C %FE CCNTK4CTOR SHALL IN6TALL GATOWF EA^II+: AID Ag - �" + THE �cA». SHALL ra ,jAIt1TAl1lEV OrDN Ap,,0 FtTE Oc aEaT¢.C�c�+= UNTIL 1NE G\v-E6415 HAVG TAKEN avm THC r1a wle"Atcc- ARE 5WFOwIJ DIACeRA"MATIG fDC GJcM A40 L.Z47-L'u r `V1 SHAPIW- -r 2W CGNE UN_ER THE pi6; "'T1.7H GP THE LA^7-,,1AW AQ "irrE"T V AR"�A4 ARSE i0 TO CXGEE - %' 1 Avvav ccG t t RT. `^I •. Z�C+ 7. 'I E LA- APC CONTF•AGTO'R- QJA- RCMOJE F14sr _ITE ALL G2KFr a.jD 01HER UWwUITABLE MA-TaAAL sCILE�A - E� k%'1vIT;ES. PLAN_ T LEGEND G,•-xJ 1F..G -i, 4-.�'t.. G .. C> 1 A•"- - r-a„1%J�r GJ •'tom 'O "�✓' II. ^✓E '�1.:75•:A�✓.N"RAGTGa oNAL� 1°R�vIDE .)„aLIF�z. �G- .•5 °LAFIT�N6r �9L8'15 •-Q - __-_.1 /"tv• F�'^ - 1 -- - AT THE !9 I W I,46 RATES r - 12 TeEE il`1 a� [� _ r- '' - --- �.✓ :�.� " `•F'E,.:_.� A Gy -'^` s ---- - - _11V. ti _✓ Ca i t 7 .RL3 v .- w cY q �_ - .:r' ri � tU v !!.� y `%h AUA 1•-`.w: -v�� �.��•. Yxx� ...� 1'�C �i;:.''�I �'izi A GLA1 -y oF,1.. My INA7'PA4, - � a_,��. ;r''L -_\ ,u.: _ _ u l►C-.•r^� "Fr, -ham- L:Tlr-++J,- _ . - o- - - •-•V _ � .. -�-- ;+ •�_ �.. /� `.- .. � �-c :.. c-G � -. !iA- -y ---_ ,,.� _X j- - h - r(,.� e'er. - - ..V � � P , _ -. .--- J.•-.n �'• - � ,y.- ✓ - - ..r_ .�: 4-- Tic. Jf.•E. P. FOUN��AIN NOTES _, 'tiF r'L4TA',N Lh!'i¢A.TLe .71 R7 wl-H ALL '_XAL :ODES CNyTRN.'TILN. 'G J7Git',ti4');¢ " vE ✓¢ <- �i �` "%' BE SPLI.Ep EXLrc�' r A04 A:vq'\ED ;ti7rRWA'E�= ..�:: S� '_'Gz`' �-6 c. vOrA �JMop'=>• ? %:� �;.^ ..,.E I'dlHll'";,I••1 ;IZE �oEtil•tr R�;;IRED � E6L'�vrHC�.1T SJMP =- ��ALL. 'Ar�sc '+EEDE7 «IR %S.IFME+r PENETCAT!CNci a:tnl.LVIhIEf INSTAL:-111LN GF A -•E v l`^A :!NTRAcT:?r 5•*A- 'uevIDE WATEaSTeP �LAu4E 'YFL i0+ r�'C ^�rE'Q+1'I'ti GTTIIJ(91Z FGa V,VEFRY 5HEYaAiwICµ GF T1•IE PGGL• g gr .:/r (rON"✓?Or AT E^C�ATiGN READINdr �;; �CCL' w-+'..•� `✓'"%TE" N onu- GN TJ 10E\ENT WA"ER GvE CW LLB W'Er . �-a_. A . .►1CR5.EL6 `- ��+FI .�_ E4L IFI••'ENT F'R F./t N *q!NS PEP, ✓�1 :Nc P AR`v_E a AEG iG -•'E rA'OMAL r-E%T¢IGAL, iG.rer• svDE ^AuuFA;TJRE¢S iE AI,ED �- t P :70zAWIHft 7` 0VTr,' CF A�� ���cG„c�t2Y G,,/Fb AVP¢CVAL. �'Y %E .J+N%�.1PE ApGwIT�.i' vRIC: ", -HC I✓'J.-u`A a �cu'TrCAI:TGFz _.'A:... �GvIDE F�JR C4� _az�E LEAF .'.'11i�Ez5 �vgIeATION A�.� •rA Nr^E�A�GE N'ANUALS 4�a i!.`MaI.E"°c INFs>TAL+.A?IGNr 5.21-IT THe LAHD?%;A E Ar%N!TEGT Ica Tc FINAL Vva-E�!Wl' ANC DthcNTATUIJ Gil a�oP.6 VAL . 9, 5-SAE AL; RVL c_•;lRci i r'P4iv'ICE ;CMpL.r_ :¢AlhgGtC Sa CN:LxUaP_ UT -!C, NTEC 70A!N iUTLF_T3. C. 5Rc trD FAULT INTEgz.'Th ".5' pE !4F7AL4,ED IH ALL DvLYIIa PRJK A H EG.UIFh1ENT >^O FED �= .v> FQOr';IOEO it sET. -E ib0 ItC- .. ;1, ^IdIrI'' FIXTURES A Ate_ ,wc75xw'AT ;z _LaHT FIXTURES ML5' 5e 5uumegcif1-D WNIL.E r �'vzl: PAT'" g FIKT.'�E FAGIµd' JPWA-:7 ".�' r A\'E aE LEM> a()AaDEa rFE\'.NT I:C• TA.T DY AN" "Etz�,9 L G. U•4.,r-\%ATE- ¢6: ft rRpTECITED FROM r^VEw EATING BY A ON WA'ez OFF C2 : n}ER A:7v=CN'ED MEAW--. D. L-4CEWvA7c% ;;1zCM -16 W'ATE0 FOR '-AMPitlr �a MAINTfuAWX 12. JUNG'lou acXE7 .0.. '.'�7E�NA'°E¢ JIhCTfiµ Fx+LE9 `^XT l:t' EC'IPI°L'D\YITr•I "HREADCC ,'-,7►J;;UIT EHT►L:ESs GF em-rF`rAIGH .srLANC AND C-eAiro FOR :iORC EN'T-Y. 6• AL: APPv:e%eV v!TTIWLt OGMP[VND iL:W 1-1ELT1H* P'ARAcf14 GR• V-TV 5EALA5'IG; '1,19T Ve 'K,EC Tt F 1-1 THE VCx `S PaE\'ENT THE ENTa7 GF-Crv1VF-F. C. cJ..'HG-1L;N CCx y S'„� FTEC 'Y CGNCL'IT, . HE .:6TFDVIT SHALL �? GoPPER Ga .,tzAcf, D, .�� .;1,^NG',;'T$ �EECINCt JJNGTIGN 2k`xET> yHALL EE .L'�1%g OR CRA�>. 13, ,�;�-'E'A..� PIPING tY4T'•r15 CGR THE GOL`NTAIN "1L'c'' CE: 6rh••IDE TG 1NE EGL,IPMENT >q0 HCN$r -r,ONCLGTCR rW „kE 5wA4•%4 GIFCOT 5L' 'IW THE 9AMTAIN. I4 `rE m1tWANII•119I EGtL11111"ENT MLAT CIE agG'L'NDEC: ELECT1aIGAL EAVIPMCNT IN THE ELELTIw1;. q` TEt'1 AWP AWY PA615L. WAFICK. ELWTFCAL. 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Bascom Avenue, Campbell Prepared for: City of Campbell Prepared by: EARTH METRICS INCORPORATED ti r July, 1984 i ,r R ' ' FIN AL ENVIRONMENTAL IMPACT REPORT FOR THE PROPOSED LINCOLN PROPERTY COMPANY OFFICE PROJECT, 2105 S. BASCOM AVENUE, CAMPBELL Prepared for: City of Campbell J ' July 5, 1984 ' Earth Metrics Inoorkirated 859 Cowen Road Burlingame, California 94010 - (415) 697-7103 TABLE OF CONTENTS Seeti on YAJM INTRODUCTION.................................................... ii 1. PROJECT DESCRIPTION ............................................. 1-1 1.1 Project Site Location and Characteristics ................. 1-1 1.2 Project Description and Objectives ........................ 1-1 1.3 Intended Use of the EIR................................... 1-1 2. DRAFT EIR TEXT REVISIONS ........................................ 2-1 3. LIST OF COMMENTS RECEIVED ON THE DRAFT EIR ...................... 3-1 L. COMMENTS RECEIVED ON THE DRAFT EIR .............................. 4-1 5. RESPONSES TO COMMENTS RECEIVED ON THE DRAFT EIR ................. 5-1 1 -...V- . 7 14 J ISTRCrI'CTI01: '" This document was prepared in accordance with the California Environmental Quality Act and State Environmental Impact Report (FIR) Guidelines. Included in this document are comments and responses to comment on the Draft FIR, which -long with the Draft FIR constitutes the Final FIR for the proposed Lincoln Property office project at 2105 S. Bascom Avenue in Campbell. The Draft FIR for this project was circulated for public review beginning May 25, 1984. During the 30 day review period, one public agency submitted comments regarding the project and adequacy of the Draft FIR to the City of Campbell. 11is Final FIR includes all comments received by the city during the review period and responses to these comments. ,M The Draft FIR analyzed the traffic impacts and mitigation measures for the proposed project both with and without the 900 F. Hamilton Avenue Project. The June 5, 19F4 referendum on the 900 F. Hamilton Avenue Protect resulted in the voter's rejection of the Campbell City Council's approval of that project. The traffic impact analysis and proposed mitigation related to a "Without 900 E. Hamilton Avenue Project" is the proper scenario to be considered for the proposed project. r y J •a s si ■ -1 PRQjFrT D.0 _A PTION The proposed project Bite is located in the City of Campbell in Santa Clara County. The site consists of 4.23 acres and is bounded by South Bascom Avenue to the east; a two story apartment building, a vacant parcel, and an unoccupied commercial structure to the south; Michael Drive to the went; and a new commercial building and two story apartment complex to the north. Figure 1-1 presents the regioncl setting and Figure 1-2 shore the local Betting. The project site is currently occupied by Baker Trailer Sales, a recreational vehicle sales company. The site includes a large parking/storage area, a sales building located in a former residential structure, and a parts/storage building. The topography cf the site is generally flat. The project applicant, Lincoln Property Company, proposes to construct a four story office building of 140,000 gross square feet of floor area, a building footprint of 35,000 square feet, and a floor/area ratio of 0.76. It is estimated that there would be approximately 560 employees at full occupancy of the project, assuming an average employee Cenaity of four employee per 1000 gross square feet. A two level parking structure would accompany the office building for a total '1 of 560 parking spaces (222 compact spaces, 330 standard spaces, and 8 handicapped spaces). The project applicant is requesting a variance to provide one parking space per 250 square feet of office apace rather than the city's requirement of one apace per 225 square feet (622 spaces). The parking structure would consist of one parking surface below grade and one surface four to five feet above grade. The upper parking surface would be level with the first floor of the proposed office building. An entry/exit driveway along the north aide of the office building would connect the parking structure to S. Bascom Avenue. A second driveway along the office building's south aide would be used by vehicles exiting the lower parking level and by entering and exiting service and delivery vehicles. An all weather emergency access road also would be located along the southern property line with a gate or chain barrier at each and., Michael Drive and the parking structure. Figure 1-3 presents the proposed project site plan and Figure 1-4 shows the building elevations. Site coverage of the project is shown in Table 1-1. This EIR will be used for environmental review of the request for site µ development, parking variance and building permit approval for the proposed project. The City of Campbell will be using this EIR in its decision making process. d 1 •VIM y 1 SONOMA \� •w 1 \� S0LAN0 CONTRA SAN 1 ,�'i;�'•�wi""oo..".' COSTA FRANCISCO •\ �. ALAMEDA SAN MATE 01 �••�^:'• •wM.... S A N T A SAN FRANCISCO BAY REGION• PROJECT SITE �'�.�L COUNTIES AND LOCALITIES � � •"°'�•"""' '„* (t FIGURE 1.1 REGIONAL SETTING OF ITIE PROJECT earth metrics SCALE SITE 1" = 15 miles 1-2 7 - - - - - -- - - - - - - -- - - 7 r 'ili lli it lil ,1 Y -- SOURCE: JORGE DE QUESADA INC., 1984 earth matrics SCAIE I" I70' FIGURE 1-3. PROPOSED PROJECT SSTF. PLAN I W.— �. , = — NORTH ELEVATION ..,.. ... .. w J EAST (FRONT) ELEVATION SOURCE: JORGE DE QUESMA INC., (984 �WMW I FIGURE I-4. PROPOSP.D PROJECT MUD.. ELEVATIONS ssrth rTrtrir-a TABLE 1-1. PROPOSED PROJErT SITE COVERAGE. , COVER TTPE SQUARE PEST Building 35,000 Parking and Roadways 99,000 Landscaping and Open Space 50.400 .r Total 184,400 (4.23 acres) Source: Jorge De Queaada Inc., 1984 s 1 , J J J J J J 1 J 1 1 J 1-6 PERCENTAGE 19 53 100.0 `' �• DRAFT FIR TFxT REVISIONS The following additions, deletions, and corrections should be made to the text of the Draft EIR. Page 1-1, Para ra h P 3• The floor/area ratio should be 0.76 instead of 0.19• Page 2-3, Table 2-1. Add to Bascom Avenue/Union Avenue traffic impacts: Bascom Avenue/Union Avenue is located in the City of San Joae and Santa Clara County. 7 Add to Bascom Avenue/Union Avenue mitigation measure: It should be noted, however, that the propose, project would not have a significant impact on this intersection when evaluated by the City of San Jose's significance criteria. Pa a 2-4 Table 2-1. Delete the lest sentence of the first mitigation measure 1 paragraph beginning with "It should be noted.... J In the fifth paragraph, delete "acquire right of way and" in the first sentence. Delete also the last two sentences. J Page 2-5, Table 2-1. To the third paragraph, add: Or add an exclusive thru lane to the oouthbound Highway 17 off ramp. J Construction of this lane would reduce the forecast A.M. v/c below forecast 11/c levels without the project. 1 ,� Page 3_11, Table 3 2-2. For Bascom and Union without the goo E. Hamilton Avenue Project, the percent increase in critical volumes should be 2.46% instead of 7.461. Page 3-12, Table 3 2-3• For Bascom and Hamilton, add footnote (4). -R Page 3-13 Table 3 2-4. The P.M. peak hc,ir, outbound, one way trips should be J 19o. Page 3-14, Paragraph 6. Revise paragraph to read: J Review of Table 3.2-3 shows three intersections on which the proposed project, would have a significant impact during the P.M. peak hour, without the 900 E. Hamilton Avenue Project and using the City of Campbell's significance criteria. These intersections are Bascom Avenue/Campbell Avenue, Bascom Avenue/Union Avenue, and Bascom i Avenue/Hamilton Avenue. Using the City of San Jose's criteria, however, J only Bascom Avenue/Hamilton Avenue intersection would be significantly affected. The Bascom Avenue/Union Avenue intersection would experience a +� 2.6 percent increase in critical volume as a result of the proposed project. This intersection, however, is located within the City of San Jose and Sa nta Clara County and would not be significantly effected when using the City of San Jose's criteria. ti 2-1 J 1 r Pe a 3-'� Fi ure 2-2. The proposed project trip distributicn for Bascom Avenue north of F., on Avenue) should be five percent. �1 Pape 3-19, Paragraph 2 Revise the third sentence to read: OR The driveways are currently proposed to be 20 feet vide, which is in accordance with the City of Campbell parking ordinance (Stafford, 1984). Page 3-20, Paragraph 1. Add ea the last sentence: It should be noted that this intersection is located in the City of San Jose, and Santa Clare County and is not considered to be significantly affected by the proposed project when evaluated using the City of San Jose's significance criteria. Page 3-20, Paragraph 2. Felete the last sentence. Page 3-20, Paragraph Q. Add as the last two sentences: Or add an exclusive thru lane to the southbound Highway 17 off ramp. Construction of this lane also would reduce the forecast A.M. v/c below forecast v/c levels without the project. ] Page 3-27, Pa^agraph 1. Change "approximately" to "less then" six feet above ground level. J 1 J J 2-2 �• LIST OF COMMUTES R£^FICFf OR TFF DRAFT M The following is a list of comments received on the Draft £IR. The actual written comments are contained in Section 4. A. Gary J. Schoennauer, Director of Planning, City of San Jose, June 27, 19b±. i 1 J 1 J w I I J 7 I i 1 3-1 4. COMNENTS RECEIVED ON THE DRAFT FIR. This section contains the actual written comments received in response to the circulation of the Draft FIR. i I r a r+i _ 6rai A -, C0101ENT A CITY OF SAN JOSE, CALIFORNIA 8U1 N. FIRST CITY HALL ANNEX RM.400 CITY PLANNING i June 27, 1984 Mr. Arthur Kee Planning Director City of Campbell 75 North Central Avenue Campbell, CA 55008 Re• Li1 P t Off' P w v P9 14 "1 nto n roper y ice roJect DEIR Dear Mr. Kee: Thank you for allowing us the opportunity to comment on the Draft EIR prepared for the above referenced project. We have reviewed the DEIR and would like to offer the following suggestions for inclusion in the Final EIR. 1. Mitigations identified in the EIR for traffic impacts are "not included in the current plans" (page 2-1). This should be clarified as either A.1 proposed by the project or to be completed by others, with approval of this project conditioned to completion of those improvements. 2. Approved trips from projects within the City of San Jose that are as yet A.2 unconstructed were not included in the traffic analysis. This information is always available on request. 3. Level of Service calculations for traffic impacts were not included A•'- within the appendix of the report. 4. Were lane configurations at the intersection of Camden and Curtner A.4 Avenues assumed to include traffic improvements required by the Campbell Business Park on the Winchester Drive -In site (i.e., a right turn lane over a 3ortion of the Carrows Restaurant site)? If so, when will the improvements be made? 5. Did the traffic analysis include the right turn lane at the intersection A.5 of Bascom Avenue and Union Avenue that was also required of the Campbell Business Park? If so, when will the improvements be completed? 6. The project has significant (i.e., 1.77%) traffic impacts at the A.6 intersection of Bascom Avenue and Hamilton Avenue. This intersection is projected to operate at Level of Service "F" with the addition of project traffic. 4-2 1 kr. Arthur Y.er Re: Lincoln Property Office Prnject DEIR June 27, 1984 Page 2 7. The intersection of Bascom Avenue and Camden Avenue presently operates at A.7 Level of Service "D" (not "E" as shown on Table 3.2-3) during the p.m. peak hour. With approved trips, this intersection will operate at Level of Service "E". Project traffic at this intersection, however, is shown not to be significant. We would, therefore, assume that project southbound p.m. peak traffic was distributed to the intersections cf Camden Avenue with Union Avenue and Camden Avenue with Leigh Avenue. Those intersections presently operate at Level of Service "F" and "E", respectively. We must, therefore, also conclude that project traffic is significant (i.e., greater than 1%) even though these intersections were not included in the traffic analysis. It appears that the traffic analysis avoided this identification of traffic impacts resulting from the project even though 93 vehicles were shown to be distributed in the 1 a.m. peak hour with only 57 during the p.m. peak hour. Our experience +� shows that a.m. and p.m. peak hour distributions are simple "mirror images" of each other. The reduction of p.m. peak hour traffic compared to a.m. peak hour traffic is not reasonable. (The City of San Jose typically models p.m. peak hour as the "worst case".) B. Page 1-1, paragraph 3 indicates a floor area ratio of 0.79 for the a n.e project. This is, in fact, the first floor coverage. The floor area ratio is four times higher, since the project is a `cur story building. p Thus, the total gross floor area divided by the net site area is 0.76, or d 76%. 9. Page 2-1, paragraph 6 indicates that a residential project would r1 A.9 "probably" enter and exit the project site from Michael Drive. On what W is this conclusion based? 10. Mitigations included in the traffic analysis for the 900 East Hamilton A.10 Avenue Drcject should not be considered by this project. T;,e EIR should be modified to reflect the current status of that project and its mitigation. 11. Mitigations proposed in the summary appear to be that the applicant n.11 stiould work closely with the City of Campbell staff to further develop mitigations. We cannot support such undefined mitigations as a real solution to traffic impacts resulting on the City of San Jose's i transportation system. iThese comments appear to indicate that the EIR does not meet the requirements J of CEQA, in that it does not present a reasonably accurate or complete analysis of project impacts or the existing situation. The Cities of San Jose and Campbell have long standing mutual concerns for intersections which serve citizens in both jurisdictions. The agreement to monitor the intersection of Bascom and Hamilton reflects those concerns. The 4-3 L `r Mr. Arthur Kee Re7 Lincoln Property Office Project DEIR June 27, 1964 Page 3 I City of S-in Jose recently rezoned a portion of the Ainsley property, reducing potential traffic impacts on intersection in both cities by as much as two-thirds. The intersecticns in this area are still predicted to operate at or in excess of capacity, however. The City of San Jose Department of City Planning and Public Works staff will J give the City of Campbell any information on conditions in San Jose which might contribute to your analysis. .� If you or your staff have any questions on these comments, please feel free to contact me at 277-4576. Sincerely, w Gary J. Schoennauer Director of Planning +n � Kent Edens ll.... Deputy KE:JR:isr 5012L:62 1 w a l� 4-4 ! F 4 y r / 5_ RR_CPONCRC TO COMMENTS RFCRTV FD ON THR DRAFT FTR The following responses address the comments contained in Section 4 and listed in Section 3. The responses are keyed to specific comments identified by letter and number in the margin of the actual written comments contained in Section 5. L (TART T CCg OENNAIIFR DIRRCTOR OF PLANNING C.TTY OF CAN In-F.- TUNE 27F i 1Q84 1 A_1 TRAFFIC MIT .ATIONS, As noted in the Draft EIR Preface (p.lii), CEQA Section 15126(c) requires that "the discussion of mitigation measures shall 1 distinguish between the measures that are proposed by project proponents to be included in the project, and other measures which are not included, but could 1 be reasonably expected to reduce adverse impacts". The mitigation measures listed in Table 2-1 of the Draft EIR, therefore, were identified as being "not included in the current plans". The City of Campbell staff' report for the -� proposed project (prepared simultaneously with this F+nal EIR) is expected to include recommended conditions of approval, based on the EIR mitigation -� measures, for Campbell's Planning Commission and/or Cit; Council to consider. 1_2 IINMNRTRIICTF❑ PR(1TRr.T TRTPc, Trip information from approved, but unconstructed, City of San Jose projects XAA obtained from the City of San Jose Traffic Optrations Division (Mr. Holgar Schmidtmeier) by the consulting -' traffic engineer for this EIR (Mr. John Wilson, Wilsor snd Porter Engineering) and RM included in the EIR traffic analysis. Paragraph two Page 1 3-14, of the Draft EIR identifies some of the major projects considered in the .. traffic anallais. -. A_'A LEVEY OR gF.RVICF. CAI. CDI. ATTONC, Level of service calculations are included in the Traffic Study for the Proposed Office Ru11ding on Raapnm Avenue in the City of Campbell, prepared by Wilson and Porter Engineering, May, 1984. This traffic study was incorporated by reference as part of the EIR (page 3-6 of the Draft EIR) and a copy is on file at the City of Campbell Planning Department. • A.4 CAMnEN AV F:NIIF./CIIRTNFR AV 1?a11IF TN .RRF..TTnN. Evaluation of the Camden/Curtner intersection a:eyed no additional right turn had been added since actual improvement requirements for this intersection had not been finalized when the analysis was performed. The existing configuration was assumed and the analysis shored that the relative increase in critical movement: associated with the proposed project would not have a significant 1 impact regardlea9 of the right turn lane. The projected increase would be leas than one percent in ary cane. The right turn lane improvement may not be eonetrueted for several years, especially since the Campbell Business Park applicant has submitted revised plena for that project. 1 J e_5 R1S(:OM AVF I.IEfUNlIIN AVENI'F ]N TER SECTION, The traffic analysis did include conaideration of aright turn lane et the Bascom Avenue Nnlon Avenue J intersection. Ibis improvement also may not be completed for several years. A.6 RASCOM AVENUEIHAMTLTON AVEND - INTEgSELMMM. According to Table 3.2-2 on page 3-11 of the Draft EIR, the proposed project would have no effect on A.M. peak hour critical movements at the Bascom Avenue/Hamiltor. !.venue 1 � i IIAa. 5-1 I intersection. During the P.M. peak hour (Table 3.2-3, page 3-12, Draft EIR), the proposed project would significantly increase critical movements at this intersection under the City of Campbell's definition of significance. Without 1 the 900 E. Hamilton Avenue Project, however, the intersection is projected to continue to operate at level of service E (not F) with the addition of the proposed project to the Existing and Approved Project traffic levels. ., A"7 TRAFFIC AN u.vsis. The level of service E designation for the Bascom Avenuo/Camden Avenue intersection is based on a two hour traffic count Performed at that intersection on May 17, 1984. The F.N. pe;,k hour traffic distrlbuV on is shown in Figure 3.2-4 on page 3-17 of the Draft EIR. No documentation is provided by the commentor as to how a conaluelon of significant impact was reached for the Camden Avenue/Union Avenue or Camden Avenue/Leigh Avenue intersections. A.M. and P.M. peak hour trip distributions were taken from the Institute for Transportation Engineers Trio Generation RepQrrt and are not simply "mirror images" of each other. The City of Campbell traffic engineers identified the intersections to be analyzed, established the ,j trip distribution, and approved of assumptions used in peak hour splits. 1 A_R FI-nnR/AREA RATTn. The comment is noted and corrected in Section 2 of this Final EIR. The building coverage is 0.19 and the floor/area ratio if 0.76. A_0 MIXED ❑SF AlTERNATTL'R. The conclusion that residential traffic (as part of a mixed use alternative) would enter and exit the project site on Michael Drive is based on the stated assumption that residential development would + occur on the portion of the site which fronts on Michael Drive. Routing ♦ residential traffic from Bascom Avenue, through a dense office project to a separate residential development to avoid Michael Drive would be poor planning and infeasible. A_10 oon MIT AYWIF PRn.1 rT. The June 5, 1984 referendum on the 900 E. Hamilton Avenue project resul� +n the voter's rejeetlon of the Campbell City Cour.cil's approval of that project. The traffic impact analysis and proposed mitigation related to t "without 900 E. Hamilton Avenue Project" is the proper scenario to be considered for the proposed project. w A-11 MTTTGATTGN MEASURES. The applicant has cooperated with the City of Campbell in the developing of additional mitigation measures. The measures, in the form of recommended conditions of approval are to be included In the city staff report to the Campbell Planning Commission for this project. J 1 i 1 r 5-2 J JUROL DE OUESADA INC ARCHITECTS i CeMonua 94' + Daniel R. Ortiz LINCOLN PROPERTY COMPANY 5 December 1985 Fah DEC ;1%5 Mr. Art Kee CITY OF CAMPBELL 70 North First Street Campbell, CA 95008 Re: Modification to Building Elevation 2105 South Bascom Avenue Dear Art: Section 21.68.140 of the Campbell Municipal Code requires an appeal within ten (10) days from written notice. This letter is to indicate our desire to file such an appeal. I would like to meet with you regarding the reasons for this modification on Monday, December 9th or Tuesday, December loth, in the morning, if your schedule will permit. Sincerely, LINCOLN PROPERTY COMPANY Burch Boone Partner BB:br i� 101 Lincoln Centre (hive Foster City. CA 94404 (415) 571-22nO I 1-tNCOLN PROPERTY CORIPANY — Gl?Y ONt3 GO PMa MENT E Po-NN February 5, 1985 Mr. Tim Haley City of Campbell Planning Department 70 North First Street Campbell, California 95008 Dear Tim: As requested, please find enclosed the computer printout showing the lighting levels at various points on the upper deck of the parking structure for our proposed building at 2105 South Bascom in Campbell. The 0,0 coordinate is the southeast corner of the deck. The numbers represent foot candles at any given point on the deck. Generally, an average foot candle reading of .5 is considered acceptable, and though .2 or .1 foot candles at the perimeter of the deck are faint, we will keep the present plan so as to minimize shedding onto any adjacent properties. The area which is brighter than this is, of course, the portion of the deck which will be adjacent to the actual office structure. We trust you will find the study sufficient, and the ultimate lighting scheme most acceptable. Please contact us should there be any questions. SLficy, ilnnI//l I -R&gJJer�Oser Project Manager RO:dm Enclosures 101 Lincoln Centre Drive Foster City, CA 94404 (415) 571-2200 DANLUX Introduction Anew range of luminaires for area, roadway, walkway and landscape. Danlux outdoor lighting offers a range of cut-off luminaires that are soundly constructed, dura- ble, aesthetically appealing and energy efficient. The range offers arm mounted luminaires in 1, 2 or 4-way configurations, plus yoke and single wall mountings. Poles are available in cruciform section, straight square, or tapered round. The sharp cut-off luminaires provide glare -free lighting in predictable light patterns. A choice of optical systems makes Danlux luminaires suit- able for both area and perimeter applications. • +Marl DH m 1 DJH 9 Weu Mounl DWH - Sao c.. rsn One-piece aluminum assembly with single concealed joint. Extruded hinged lens frame assembly easily removed with- out tools. General: Each Danlux "DH" style shall be a rectilinear, totally enclosed, sharp cut- off luminaire for high intensity discharge lamps). with an extruded aluminum arm(s). and shall be ram tight, dust light and corrosion resistant. The hinged lens frame assembly shall be safely retained it the open and closed positions and shall be readily removable without the use of tools. Configurations shall be either one, two. or Pour way Housings: Sides shall be a one piece, multrformed aluminum assembly with an Integral re -enforcing spine and a sin. gle concealed loml. The lop pa n shall be mechanically secured and silicone rub- ber sealed to the housing to provide for a continuous weatherproof enclosure Lens Frame: The mitered extruded alu- minum frame shall retain the optically clear, heal _^ impact resistant. tempered flat glasslnf sealed manner using high com- liance c' jsed cell continuous gasketing and shall be equipped "'I In concealed stainless steel latches and hinge pins. Reflector Assembly: The optical system shall be r • homogeneous sheet aluminum electro-chemically brightened, anodized and sealed A configured uptight redirec- tion reflector shall be Positioned directly above the lamp in conjunction with the tan- gent plane so as to minimize the amount of light directly below the luminaire and produce a symmetrically rectangular lighting pattern designated as -A- t Patent 43746857 The"P" designated optical assembly shall be of homogeneous sheet aluminum electro-chemically brightened, anodized and sealed A configured uplight redirec- tion reflector positioned directly above the lamp in conjunction with the tangent plane reflectors along with a segmented arc tube image duplicating "street side' booster reflector and a light trespass house side shield shall all combine to produce an asymmetrical forward throw lighting pattern. "v" Electrical Characteristics: Ballast type lamp wattage and rated input voltage shall be as indicated on the plans. Each ballast shall be of the separate compo- nent type capable of providing reliable lamp starting down to -20°F and shall have a power factor better than 90 and optional normal power factor ballasts shall have a minimum power factor or better than 50. Mercury Vaporand Metal Halide Lamp Ballasts: The autotransformer shall pro- vide lamp power regulation to z5% (MV) and i 10% (MH) with a f 10% variation of rated input voltage. High Pressure Sodium Lamp Ballast: The autotransformer shall operate lamps wilhinANSI trapezoidal limits. 2.50W-400W ballasts shall be of the regulating type Component to component wiring within the luminaire shall carry no more than 80% of rated current and shall be listed Dimensional Data (Nominal) IOJ­­A EJL� � I O F C DH14 DH19 DJH14 DJH19 DWH14 D1NH19 A la tg- B 7 10" C ' 16" 21- 0 __-- - --- E 22" F 9 24' 1 Applies to wall mnunl ,Intl 1 and 2 way tole mount configur arn•is 2 AM— to a way nrly Specifications Top pan sealed to housing— e continuous weatherproof enclosure. Clear tempered glass in silicone rubber gasketing. by UL for use at 600 VAC at 1501C or higher Exterior Finish: The aluminum sheets shall be cleaned, etched. rinsed and shall receive a chromate and pre-treatment fol- lowed by two individually applied coats baked at 425OF consisting of an epoxy un- dercost and a final thermosetting bronze polyester finish coat. Normal hardness shall be H-2H on freshly painted surfaces. Surfaces shall be free from flow patterns. streaks, blisters, craters or other surface imperfections Labels: All fixtures shall bear UL wet lo- cation and I.B.E.W labels. Yoke Mount: Specifications for yoke mounted luminaires shall be as for arm mounted luminaires, except. Yoke shall be fabricated from rectangular steel tubing having reinforced corners which are welded and equipped with square, round or cruciform fitters which slip poles and are secured with stainless steel set screws. Well Mount: Specifications for wall mounted luminaires shall be as for arm mounted luminaires. except. Cast alumirmm back plate and separate mounting plate to protrude a 2" standoff from the wall. 0 "A" lighting pattern. "P" lighting pattem. • Ordering Information Arm Mounted Luminaires 1 -0 2� Configurations. Catalog No. Size _-__ Con}Iguretion Reflector Lampe DH141 A 14x14x7 I "A" area 702, t002• 1502, a.250 MPS DH142A 2 175.250 MH DHI44A _ 4 IM 175,250 MV 5141P tlx14x7--- - _-_ _- 1 "P" perimeter 70z, 100z,150? x.250 HPS 175.250 MH - 100. 175, cSO MV DH191A 19z19z10 - -- -- 1 "A"area 250, 400 HPS DH192A 2 DH194A 4 250, 400 MH 250, 400 MV DH191 P 19x19x10 perimeter 250.400 MPS --- __ 250.400 MH 250.400 MV Yoke Mounted Luminaires Catalog No. Size ___- Reflector Lampe QIH 111 A 11x14x7 - "A" area 70z, 1001, 1501 x, 250 HPS ••PI. perimeter 175,250 MH 100. 175,250 MV DJH 191 A 18x19z10 - _ "A" area 250,400 HPS DJH 191P 1 _-_ 9xl9x10 ---- - "P" perimeter 250, 4tp MH 250.400 MV Wall Mounted Luminaires a® - Catalog No. _ _ Arse _ __— Reflector Lampe DWH 141P -_-- _-- 14x/4x7 "P"perimeter 702,1002. 1 W,3, 250 HPS - - -- 175,250 MH OWH 191 P _ - - - 19x19x10 - 100. 175.250 MV "P" perimeter 250. 400 HPS - -_ 250.400 MH -- _ - 2K 400 MV To order please add abbreviations for ballast voltage and lamp to Catalog Number Reflmlor Type Primary ballast voltagex (120, 208, 240. 111 or 480). Configuration Lamp Abbreviation Size — IS Preliz DH 19 2 A 120 400MH BRP Finish Reflectors: "A" = area distnbW,- "P' = Perimeter MO. t Lamps: HIPS =High Pressi,aum MH = Metal Halide MV = Mercury Vapor t NOTE Standard Finish is Bronze Painted "BRP" 2 70,100.150 HPS available with 120V nor mar Power fact« ballast Add suffix - NPF. 3 SJpplietl w4'• ballast to operate 55V lamp unless rpecif a otherwise 4 Single voltage or mua,-tap may be supplied DAN DTR520 65x3.7' 20' 24D 18.0 135 95 148x4 190N OTR525 7Dx35" 25' 26.0 195 1510 100 1x36.4 DTRS 30 801C38• 235N 30 25S 19S i50 110 11e8x4 300N DTRS 35 85x36" 35• 23.0 17S 135 115 _ 1.36.4 345N _ DTRS 39 9Dx38 39 220 165 __125 125 1x36s/ 400N •Desgne.d to support the Indicated EPA in 70. 80, and 90 MPH normal Annual extreme-mlle301i"t8rlove910und, wins with a 30% gust factor re- 2S-year recurrence Interval velo 117 cities of 91,104 and 117 MPH resPecirveh/ T'---;_�--r �---- EPA Load RatincgS -- - LUMINAIRE t) IH StyleDH Style SIZES CONFIOU- CONFIOU- $ ,T RATION RATION 1 1 2 4 J+ /V! 14xl4x7 IB 1t 21 21 .•T ---i J .' - 19x18x10 30 19 38 46 WIND VELOCITY FOR EPA-EaeetM pretaCNd areax r •��.�• .-1 POLE SIZING hrminMn drag /actor (1.21 1• i t- -r• WhiiCross Area t.HatcArea 70MPH ,1 Black Area Special E LUX Pole Specif icdtions D.ruciforM DC Series -Extruded from6063-T6 aluminum with corner identations Aluminum Anodized Finish andhnehed irltcoatinolPr - _ — —Max. architectural anodic Coating. ano Catalog Size Number Height EPA FT 2• Bolt Anchor (inches) (feet) 70 MPH 80 MPH 90 MPH Circle Bolt Ship Wt. _ 1564.8 4" - 6' 3315 25.4 18s 90 -__ W4x4 65N DC4-10 4•' 10 258 19.A 14D 90 %124x4 70N DC 412 4" 12' 192 143 101 90 ya124x4 75N - OC4-15 4•' DC4-18 4 15' 133 9S 64 90 W4x4 80N _ DC 420E 4 18 20 8.1 52 5.7 38 34 90 ;;x24x4 gOp DC 420M 2D 83 4D 18 22 90 9a1fe. A 110N DC4-20H 4" 20' 7.7 9.0 %,24x4 110N 52 29 90 %44x4 11011 _ DSS Series-Fabricaled one. Piece steel into a uniformly square Straight Square Steel Prime Painted section with flat sitles and raiu Finish diu sed r corners. Cate log Size Number (inches) Height (feet) Max. EPA FT 2 Bolt -- AncM,r 70 MPH 80 MPH 90 MPH Circle Cxxt Ship M. DSS 10.4 4" DSS 15-4 4" 1D 189 138 108 100 ) x07x3 120N DSS 20-4 4" 15' 20 11.4 82 53 6.1 10.0 4 xl7x3 170N USS25.4 4" 25' 33 87 58 2.1 10.0 %id 7x3 225N DSS 25-s 5•' 25• 145 '0.1 29 10D $xi 7,0 420N — D6S30-5 5" 30 tOS 72 tts ix38x4 520N 89 44 115 11381N 625x O DTRS Series -Fabricated from carbon steel with minimum yield strength of 48,000 PSI and longitu- Tapered Round Steel Prime Painted welded to form a uniform Finish talpe Catalog Size Number (inches) Height Max. EPA FT 2• Bolt --- Anchor (feet) 70 MPH 80 MPH 90 MPH Circle Bon Ship Wt. CITY OF CAMPBELL 2105 S BASCOM S 84-11 2 of 3 r —r r 12 . 13 1 114 1 is 97 CITY U. C', PLANNING ["� JAN 28 SHEET nym SHEET No.: L- 4 I -_- � � � • WIG M. LL rim zww-c am``' •r�- _�.� • • - .J i I f, _ I �T:'. lit � ', �^•�.'...✓ I �1 ��`I -- a • I ._. I 1 tl , 71 61 ® I 1r . 5 6 BI 91 ,a -T„I r,Y� T,JI ;a 151 ,;Ty ❑,- CAMPBELI --l- -PARTMENT JAN 2 8 1985 �SHEET TITLE: Qi 7 SHEET No, L- 5 i VALVE CHART CONTROLLER "A" No. STATIONS 2 24 VALVE VALVE VALVE DISCHARGE STATION No. GPI SIEI PIPS SIZE -bT- 7T--r 1-27z" 131. .02 43.7 1 1/2" 2" .03 34.2 1 1/2" 2 1/2" .34 30.4 1 1/2" 1 I/�" .03 71,0 1 1/2" 2.. .06 36.3 1 1/2" 2" .07 36.3 1 1/2" 2" .01 33.3 1 1/2" 1 1/2" .10 33.6 2 .11 29.0 1 1/2" 1 1/t" . .12 34.5 1 1/2" 1 1/2" .13 43.1 1 1/2" 2" .14 36.6 1 1/2` 2" .15 40.2 1 1/2" 3" .16 31.4 1 1/2" 2" .17 36.4 1 1/4" 1 1/2" .11 23.4 1 1/2" 1 1/2" .19 37.1 1 1/2'. 2" .20 75.1 1 1/2" 1 1/2" .21 1/4" 1 1/2" .22 32.0 1 1/2" 1 1/1" .14 40TE SYSTEM DESIGNED INDIVIDUALLY ANC FOR STATIONS TO OPERATE IN SEQUENCE SHOWN. ..y - - -I -- p: i` �•1T- \may, ��.�-./1 .�fil--•--� m „. d'- � \ i \ � --M _ la• I SUPPLY LINE TO MAIN. COURT p EXISTING VERTICAL STUBS INTERIOR .. _ rA A r LATERAL TO ��_ _ AND PIPING WITHIN OR THRU ETICAL STUN I I THE STRUCTURE PROVIDED BY N 4 MECHANICAL CONT\ACMR. ---- - - - - s- - - A IO ri 1 sm i1 OR THRU I p IT)ED BY I r;l - rOR. : I - 14. r �- _ _ T IeF 4 2.. 0 Yz h k1' 'N b niin.. _ ors M.• . n Y .. A •, 6.... . I' S. - �- �� �'' f! 'A • - �2" RL_ai 4" m +�?� ,k -7L=7=�-'"�' IRSIGA , W SCSTIN PO=r or ~+•� Po (r��•il '\--- •;,`..( ) CONNCCT.C. AT 1 1/2" METER (BY OTHC:-•S;. 56 PSI DELIVERY PRESSURE. SYSTEM REQUIREMENT'S 45 GPM AT ,5 PSI. METER FOR IRRIGATION OML� CITY WATER] MAIN WITH 2" _ TAP FOR IRRIGATION METER 1l I-" 21 3i 41 SI I RI I 11 2 3 l 5 6 9 t 11 12 t 1 16 JAN 2 °'M; JAN 2 8 i9R5 ■ i I I II � G� GPI L - I I ) 41 I FL ,Il I LEGEND SYMBOL ESCR:Pr`ON SILL MANUFACTURER MODEL 140. SEE NOTE POINT OF CONNECTION 1 ./2 - 2 600j BACKFLDW UNIT 1 1/2" NEPTUNE 550 2,4,5 GATE VALVE L.S. NIBCO T-113 7,11 BN QUICK COUPLER 3/4" RAINBIKD 3 LVC 7,11 ' I SPRAY CONTROL VALVE A.S. RAINBIRD G SERIES 7,ll,1J,18 I ( CONTROLLER - VALVZ NO. - - - VALVE SIZE - - - Q AUTOMATIC CONTROLLER 24 RAINBIRD ISC-24 (FED) �..� MAINLINE (PRESSURE) A.S. PACIFIC -WESTERN 1" - 1 1/2" SCH 40 PVI 8,9,11,i3,20,21 V MAIN SIZE INDICATOR - LATERAL (NON-FRESS"RE) A.S. n, r: POP-UP TURF SPRAT HEAD 4" -a ti POP-UP SHRUB SPRAY HEAT. 6" POP-UP SHRUB SPRAY READ . 6" POP-UP SHRUB SPRAY HEAD 6" POP-':P TO" ROTOR - POP-UP SHRUB SPRAY HEAD 6" 12" ,Op- UPSHRUB BOJY I2" d eOP-UP SHRUB SPRAY HEAD 6" BUBBLER - ONE THIRD PATTERN - ,a TWO THIRD PATTERN THREE QUARTER PATTERN - - - CONDUIT A.R. p•+j,P-", SLEEVES A.R. .+❑' SLEEVE SIZE INDICATOR A.S. R VERTICAL STUB A.S. A.S. AS S40VN L.S. LINE SIZE. A.P. AS REQUIRED 2" + CL 100 PVC V-LOK PACTFIC-WESTERN CL. 200 PVC 8,9,11,13,20,21 RAINBIRD 1804.15 SERIFS 11,14,15 RAINBIRD 1806-15 SERIES 11,14,15 RAINBIRD 1806-12 SERIES 11,14,15 RAIPSIRD 1806-08 SERIES 11,14,15 RAINBIRD 15103-07 SERIES 11,14.15 RAINBIRD 1806-05 SERIES 11,14,15 RAINBIRD 1812-ALL SERIES 11,14,15 RA INS RD 1806-15 SST 11,14,15 RAINBIAD 1300AF I 43 I I• N I I' _ 112" STUB OUT FOR J , FOUNTAIN SUPPLY. --_ a ILL. dR ♦ Y Y GENERAL NOTES 1. ALL WORK SMALL BE IN COMPLIANCE WITH THE SPECIFICATIONS. 2. CONFIRM HYDROSTATIC WATER PRESSURE AT THE POINT OF CUXXLCTION PRIOR 70 ANY IRRSGATLON PORK. DISCREPANCY FROM PRESSURE NOTED ON PLAN(S) SHALL BE BROUGHT TO THE ATTENTION 0► THE LANDSCAPE ARCHITECT. 3. FINAL LOCATION AND PUSITIUM OF COMTROLLER(S.` SUBJECT TO APPROVAL OF THE LANDSCAPE ARCHITECT. 4. PRIOR TO INITIAL OPERATION OF THE IRRIGATION SYSTEM OBTAIN WRITTEN CERTIFICATION OF BACKFLOW UNIT FROM GOVERNING AGENCY AND SUBMIT ONE OOFY 7O THE LANDSCAPE ARCHITECT. 5. PROVIDE CHAIN AND PADLOCK, AS APPROVED, "OR EACH BACK/LOW UNIT. SUPPLY TWO (2) KEYS TO LOCK. LOCKS SHALL BE KEYED ALIKE. 6. PROV !DR 120 VAC, 15 AMP ELECTRICAL SERVICE TO EACH CONTROLLER IN MANNER CONSISTENT WITH GOVERNING CODES AMD STANOAADS. PROVIDE LOCKABLE WEATHERPROOF EXTERNAL DISCONNECT SWITCH AT EACH CONTROLLER. SWITCH SHALL BE IN PEDESTAL SECTION Or A PEDESTAL-HOUNTED CONTROLLER AND IN SEPARATE HEMA JR BOX IMMEDIATELY ADJACENT TO A WALL -MOUNT CONTROLLER. 7. LOCATE ALL VALVSS IN GROUND COVER AREAS UNLESS DIRECTED OTHERWISE BY THE LANDSCAPE ARCHITECT. PLACE NO KURE THAN THREE (3) REMOTE CONTROL VALVES IN SINGLE LOCATION. B. INSTALL ADJACELT PARALLEL PIPING/CONDUIT IN COMMON TRENCH WHEREVER PRACTICAL. 9. ALL PIPING UNDER ANY AND ALL PAVED AREAS, TRAFFIC OR PEDESTRIAN, SHALL BE INSTALLED IN SLEEVES. CONDUIT SHALL ::OT BE INSTALLED IN SLEEVES. 10. ALL SLEEV E.i AND CONDUIT SHALL EXTEND A MINIMUM OF 12" BEYOND EDGE OF PAVING/MALL. SLEEVING UNDER TRAFFIC AREAS SHALL SE PLACED IN COMPACTED SAND ENVELOPE MIN 4" ALL SIDES. 11, PLACE NO FITTINGS, PIPING, :1F.ADS OR VALVES DIRECTLY UNDER I,OR IN) PAVING, EXCEPT WHERE APPROVED BY THE LANDSCAPE .RCHITECT. 12. ALL CONTROL WIRING PASSING UNDER FAVING OR THROUGH WALLS SHALL BE IN CONDUIT; SIZE AS REQUIRED AND APPROVED. 13. ROUTE ONF ADDITIONAL NO. 12 AWG-UF WIRE (STRIPED JACKET) IRON EACH CONTROLLER ALONE, MAINLINE TO EAGN VALVE OPSRATED BY THAT CONTROLLER. EACH ADDITIONAL WIRE COLOR SHALL BE DISTINCT PROM OPERATIONAL WIRES, AND AS APPROVED. PROVIDE 24 INCHES OF VIBE, BUNDLED AND TAPED, IN EACH CONTROL VALVE BOX. 14, ADJUST ALL HEADS AS REQUIRED TO AVOID SPRAYING ON BUILDINGS OR UNNECESSARILY ON PAVED SURFACES. 15. PROVIDE VALCON ADV-5000 SERIES OR APPROVED EQUAL ANTI -DRAIN VALVE ON RISER OF ANY HEAD SUBJECT TO LINE DRAINAGE. 16. ALL PADLOCKS FOR IRRIGATION EQUIPMENT SHALL BE KEYED ALIKE. PROVIDE MINIMUM OF FCUR (4) KEYS TO THE OWNER. 17. MAINTAIN DAILY AS -BUILT DRAWINGS ON -SITE ACCESSIBLE :0 THE LANDSCAPE ARCHITECT. 18. ALL CONTROL VALVES 1101I,D BE SEi TC 17.5 PSI :'JW::STRCAM PRESSURE. 19. SYSTEM MAXIMUM REQUIREMENT 45 GPM AT 55 PSI. TOTAL ESTIMATED DAILY OPERATION TIME OF 7 HRS. 00 MIN. DURING PEAK REQUIRENENT PERIODS. 10. ALL PIPE, INSTALLED IN SLEEVES, SHALL HAVE SOLVENT WELD JOINTS. 21. IRRIGATI Li:: LINES AS SHOWN ARE DIAGRAMMATIC IN THAT NOT ALL FITTINGS OR OFFSETS ARE SHOWN. ROUTE IRRIGATION LINES TO AVOID UNDERGROUND UTILITIES AND STRUCTURES. BRING ANY CONFLICTS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE INCURRED DURING IRRIGATION WORK AND SHALL REPAIR ALL DAMAGE AT THEIR SOLE EXPENSE TO THE OWNER'S SATISFACTION. 22. UNLESS NOTED OTHERWISE, MAINLINF FITTINGS SHALL BE SC4. 40 PVC, SOLVENT WELD TYPE. 23. LATERAL FITTINGS SHALL BE SCH. 40 PVC, SOLVENT WELD TYPE. 2... ALL PIPE AND FITTINGS SHALL COMPLY WITH CURRENT ASTM AND/OR ANSI STANDARDS. 25. SOI,V LNTS, PRIMERS AND JOINT COMPOUNDS SHALL BE AS RECOMMENDED AND/OR SUPPLIED BY PIPE 'FITTING MANUFACTURERS, AND AS APPROVED. 26. CONTROL WIRING IS SINGLE CONDUCTOR, SOLID COPPER TYPE UE - AWG, 600 VOLT RATED, PERMANENTLY MARKED AS TO MANUFACTURER, SIZE AND TYPE. PILOT WIRE 1 AWC 14-1; BLACK COMMON WIRE L AVG 12-11 SEPARATE, SOLID COLOR, OTHER TITAN BLACK, FOR EACH CONTROLLER CONNECTORS RA INBIRD-ST-OJ SNAP -TITS, OR APPROVED EQUAL MARKERS L PAN DUI7-INSTA-CODE PCM SERIES, DR APPROVED EQUAL 27. PROVIDE TWO (2) SETS OF TOOLS FOR ADJUSTMENT OF EACH SPRINKLER HEAD TYPE. 0 m♦ F NzQNO U IPPy!!� ow I I� .Q Q� mQ �U Z au 04 22 4 dQ .3 SHEET TITLE: ;;Y LI :AMPSEL ,_ �_paaTMENT PACIFIC -WESTERN SCH PVC 8,9,10,12,13`- PACIFIC-WESTERN 10 ` �C>'�•4 SHEET No.: - JAN28W5 T L ■ 7 --� --r~ mot. r-� .. �c:.:� L..� - •. r.' '(.' : �-•, - - _- .. ` ' 11 I� zl al 'r I� 11 1 1 el ® I 11 7 31 ' .I r . 7 BI 91 ,��„I�,P ,a ,. 151 eras N3 ): a ac�, r' = �'-E::twc. AND Pam,-, •iDh'N a;� 0 N 5.. aALAM �1 I `'Iy' 6C44 Bo we 1N.i ci UNION (TCf) I xH.4O rC,MAUs Ar_.rpcI-,YP) I •14DArf -fc W-4 51� A• FAGUIKW I i � PrtFo`KO. Y � DI �'pr Y UNE � 1 cMNuuNS - IRRw'ATION AVWW \ I _ WON* Pry, 6QAve. / VNIT(ING.;PPG c9 ""s ro rvwT 40;pn9-r 6GUIpmF441. C/GMPS''.OW 6ysv;LVEsS C&4jVE0 IN 15CX. Au PE1ucF4 d*,ALl, REM4.N CAXAC orOr•Avat,. BACKFLOW UNIT c4:ENf VAL.A 150 UD — Lh4 AWAY POWii&c'os OPAle/fi. VrAINLC46 STEG. 4LAMP (Z FeA mc-Wot r) 'w 6 I, P taKE • 04• 4N61 - AM.D VAS VE 64K -44FWN N' 9to /IN ISh talwDb v 2 METEIL Nrc mm SLEEVE - - C_1ol PEA 60A sE — YAWS Scr+ f10 PVC MALE ADA➢t��L `1f/) GATE VALVE �l w SvMr 6 U,EAN pGA Gtpxvpy AAAN r. FINISH SPAM VAIN, SA" %IL" 54+ eo Pro MPP1.6,ta W scH 40 r+x M Ps '.V4SW 4o PVG So! E{ACW(4x0) 6044+ P✓G f %NUNS FllMt 9 'Aaw h4 fLavio4o. — — w qw-, 40 rvc PIPG QUICK COUPLING VALVE r<wE• flGX 6. /ilnd "• HW5 ESH 40 We NAor. Amff,f(^P)?lnf +o P 6- 4, Pic PP+; L'61n6r tig4 tL9oWh. � — �.a+.4o rvc getDow (7Rb) 4- FYG pm J�I , OF GL MA EAN aMVS+- -FLY SVPrcia wwC__� SPRAY CONTROL VALVE '-H.4oryc nkINUNE Fl?v,6 -ADAPr AS Fa7u1RE7. MWr+LIN6 II —�•—''"OaA NEAP / yOxf, .goPy"c su+��Nc LAM9114 rM-1104 9U° x I•" Ft &- Pvc Ni R1b WI'fl,WAX --*41,40 T'"-MAIA AVAPtf (Il?) - -WLP W111+ M4*UtCl0SNT '�O W&1006 rim to. SHRUB POP-UP HEAD HIF'F4,f.b rp. - W%m4•rvc to'&W WA • 4= Plc go' A &,w fi7r-ur Nowmz H&,MHr 4PWNIOL* w4p k41A 44o r0 VIALS I ' Y , -Wtw WMH, IayWf 1e WW6 rl1 IH4. x+ 4o Pt Us 941. FiTr WA -ADY'r As WUIlE a• TURF POP-UP HEAD ` 1 1 I j 177_7­1 2 m _ s1 ITI 51 it EI 1 4 5 6 SI 91 T d rttl ,2 t3 i4 15 9 R"V-.G o0roa CAI 0kROtd+D rfdp. 'll•--i �� -.i,., &Jr M-0 or-C&'.HIV It W,45w*4ec 7FF+r+PC! 4AD cam FeA GI plli �p1.NJ *' µA.AD -- -.. - ('VA. 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It21 1JI Ttl 151 _' �1 °� W WWWw U I, SHEET TITLE: v I f EN R N., LLw 9 A' 11 Al�tT� in CITY OF CAMPBELL 2105 S BASCOM S 84-11 3 of 3 SCHEMALTIr._FOUNTAIIV _- aLHRAnMT_4LA-0lRAM �3? , 000 + 2•-z " "cis 1 �� • w 1 \ Isle V bot I I to �1AJ• J/P` �� C / FOUNTAIN B FOUNTAIN A �//'LO�\ L{D- 4-cl- aiLv ��sv� F•j.aE�. n — FOUNTAIN LEGEND FOR DIAGRAM (D IMPERIAL 011-75, 3/4-MP ALL BRONZE SUBMERSIBLE FOUNTAIN PUMP WITH OIL FILLED MOTOR AND INTEGRAL CURRENT AND THERMAL OVERLOAD PROTECTION; PUMP WIRED FOR 115-VOLT SINGLE PHASE SERVICE; PUMP DUTY = 90-GPM ® 18-FT T.D.H. OCOPPER AND BRONZE SUBMERSIBLE VALVE, MANIFOLD, Z AND SUPPORT ASSEMBLIES WITH ALL NECESSARY INTERCONNECTION HARDWARE. G)PEM FOUNTAINS NJ75, 2-INCH RED BRASS PIPE 3 NIPPLE, 12-INCHES LONG, MNPT EACH END, WITH BRASS WATER5 TOP FLANGE BRAZED TO MIDPOINT. ®IMPERIAL NQG-150, I-1/2-INCH FIP CAST BRONZE FLUSH FLOOR MOUNTING ADJUSTABLE EYEBALL INLET FITTING, NATURAL BRONZE FINISH. OIMPERIAL NWS-ISF, 1-1/2 X 1-1/2-INCH FIP BRASS COUPLING WITH INTEGRAL WATERSTOP FLANGE. ©IMPERIAL NQS-12008, FLUSH WALL MOUNTING FRONT ACCESS SURFACE SKIM,IER WITH CAST BRONZE FACE TRIM, NATURAL BRONZE FINISH. OIMPERIAL NQD-15F, 1-1/1-I1CH FLUSH FLOOR DRAIN WITH GASKETED TMROTTLINC,,PLUG, NATURAL BRONZE FINISH. PEM FOUNTAINS 16317-3, 3-14" CAST BRONZE FLUSH WALL MOUNTING WATERFALL INLET DEFLECTION ASSEMBLY, NATURAL BRONZE FINISH. ®PEM FOUNTAINS NF,17-2, 2-INCH FNPT CAST BRONZE ADJUSTABLE FLI-H WALL MOUNTING OVERFLOW OUTLET FITTING, NATURAL BRONZE FINISH. ID •i.�il,; 9!M-r17 -ALL PLASTIC Y:W7 Cpa!RIDGE TYPE FOUNTAIN FILTER. W/ 1r4r6 4%- 'ANC. PEM FOUNTAINS NJl/8I1,1651G, CAST BRONZE SUB- (II� MERSIBLE JUNCTION BOX WITH NAVAL BRASS PUMP CORD SEAL AND KW.GELLA-4441 ENCAPSULANT. L) PEM FOUNTAINS SJ71, 3/4-INCH RED BRA9S PIPE NIPPLE, 12-INCHES LONG, MNPT EACH END, WITH BRASS WATERSTOP FLANGE BRAZED TO MIDPOINT. WEATHERPROOF CAST ALUMINIM DUPLEX PLUGGING BOX ITJ WITH WEATHERPROOF COVER AND TWO GFC1 PLUGGING RE CE PT•ACLES. IMPERIAL NVW-100LWCO, CAST BRONZE FLUSH WALL MOUNTING ELECTRONIC WATERLEVEL CONTROL PROBE WITH LOW CUT-OFF CAPACITY, NATURAL BRONZE FINISH. .® iM^CRLAL NVC-300, CAST BRONZE AND COPPER v •CONDUIT MOUNTING ELECTRONIC LOW CUT-OFF CONTROL. OHIO BRASS (058225, 1-1/2-INCH FNPT CAST BRONZE I� GATE VALVE WITH MALLEABLE IRON HANDLE. 10 I! ROYAL COACH MODEL N200DO, 3/4-114CH FNPT CAST BRONZE 3-NAY SOLENOID CONTROL VALVE WITH 24-VOLT COIL. OPTIC)BRASS 45TS222, 3/4-INCH FNPT CAST BRONZE GATE VALVE WITH MALLEABLE IRON HANDLE. ®CHEMGRATE STYLE CP84,-`--7, — .p BLUE 1-1/2 X 1-1/2 X 1-112- MODULE FIBREGRATE EQUIPMENT SUMP COVER GRATE WI TH. ASSOC IATED I-112 X 1-1/2-INCH STAINLESS STEEL MOUNTING FRAME. CUSTOM SWITCHGEAR t CONTROLS MODEL 01210, FACTORY WIRED FOUNTAIN ELECTRICAL CONTROL PANEL IN NEMA•3R ENCLOSURE, WITH: MAIN DISCONNECT WITH INTEGRAL DOOR LOCK CONTROL WITH RED PILOT LIGHT CIRCUIT BREAKER FOR EACH SUBMERSIBLE PUMP ELECTRICALLY HELD RELAYS FOR PUMP CONTROL AS REQUIRED H-O-A SELECTOR SWITCH V/GREEN PILOT LIGHT FOR WATERWALL PUMPS • H-O-A SELECTOR SWITCH W/GREEN PILOT LIGHT FOR WATERSTEP PUMP H-O-A SELECTOR SWITCH W/GREEN PILOT LIGHT FOR FILTER PUMP DPST 24-MR TIME CLOCK W/MECHANICAL RESERVE FOR WATER WALL PUMPS DPST 24-HR TIME CLOCK W/MECHANICAL RESERVE FOR WATERSTEP AND FILTER PUMPS CURT IS MODEL DL-C ELECTRONIC PRINTED ClACU31 WATERLE VEL CONTROL PANEL 120/24-VOLT TRANSFORMER FOR FILL VALVE CIRCUIT H-O-A SELECTOR SWITCH W/BLUE PILOT LIGHT FOR FILL CIRCUIT HAND/AUTO PUSHBUTTON TEST SWITCH W/AMBER PILOT LIGHT FOR LOW CUT-OFF CIRCUITS u\.ild�� r'G.-"• YI,' I:/>J . TQr ��Y. iw r. rs �: A A II 1 I 11 2 1 B 1 I I S ® I tF7 O 4 jl '.1 i0I - 11 12 18 11 15 I I 4 9/i 1°�rip ATA1 4 - E y lio - ss --_ 4 °(1�1 Na•4Ar � � i-0L' Lfi'pl.l 1..14'-..r f� e r� o vJoi...6 • fi'•La9T+ YibidBR. F4iH�i LZ E54StOBfibIM� I _. __-__---�Ki`II•i L•��1�. tEF �i4_i•�'�'... Y3 �.F^A.:�t%�7 _ ( s 1 7 OWE CITY OF CAMPE P LANNIND DEPART. r-- I 0 W tj 42 H 'N^^ NINO Q I.Iw Q Q F �U Z 0 W� Q N 04 HO �2� 44 -1 SHEET TITLE: &aIhlHA-rw IOW, , .�7ULJ?,AEI SHEET No.: L-10 UL — Upper LevE f 1 u je W r _> J 2 Parking Structure Ground Level 1 I � 4! sl ls � a s s s e e+ I �z 1 JAN 2 81985 I c�r°��c , •s0'•c' Q r� SHEET TITLE: Oi L CITY C•' �••' t � - — PIANNING SHEET No.: