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Exhibit 13 of Attachment 2GENERALNOTES 1. THECONTRACTORISSOLELYRESPONSIBLEFORTHE CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES AND CONNECTION WITH THE PROJECT. NEITHER THE OWNER NOR THE ARCHITECT IS RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO FOLLOW PROPER SAFETY PROCEDURES. 2. ALL CODES HAVING JURISDICTION ME HEREBY MAOE A PART OF THIS DOCUMENT AND ARE TO BE STRICTLY OBSERVED BY THE CONTRACTOR IN THE CONSTRUCTION OF THE PROJECT. IN THE EVENT OF CONFLICT BETWEEN THESE DOCUMENT AND THE CODE. THE CODE SHALL PREVAIL. MY CONFLICT OR DISCREPANCY SHALL IMMEDIATELY BE BROUGHT TO ME ATTENTION OF THE ARCHITECT. 3. ALLWORK, TO BE ACCEPTABLE. MUST REIN COMPLIANCE WITH THESE DRAWINGS MD SPECFICATIONS, MD MUST BE OF AQUMTY EQUAL OR BETTER THAN THE STANDARD OF THE TRADE. FINISHED WORK SHALL BE FIRM, WELL- MCHORED, IN TRUE ALIGNMENT, PLUMB, LEVEL, WITH SMOOTH, CUBAN, UNIFORM MPEARMCE. 4. CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER, RAIN, WINDSTORMS, OR HEAT 80 M TO MAINTAIN ALL WONT(. MATERIALS, EQUIPMENT AND APPARATUS FREE FROM INJURY OR DAMAGE. 5. CONTRACTOR SHALL VISIT ME SITE OF THE PROJECT, EXAMINE FOR HIMSELFAIERSELF THE NATURE OF THE EXISTING CONDITIONS MD ALL OTHER CONDITIONS RELEVANT TO THE SATISFACTORY COMPLETION OF THE PROJECT. SUBMISSION OF A BID FOR CONSTRUCTION SHALL BE CONSIDERED EVIDENCE OF SUCH EXAMINATION BY THE CONTRACTOR. 6. BEFORE ORDERING MATERIAL OR COMMENCING WORK WHICH IS DEPENDENT FOR THE PROPER SIZE AND INSTALLATION UPON COORDINATION WITH CONDITIONS M THE BUILDING, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS. MY DISCREPANCIES BETWEEN THE DOCUMENTS AND THE EXISTING CONDITIONS SHALL BE REFERRED TO THE ARCHITECT FOR ADJUSTMENTS BEFORE ANY WORK BEGINS OR MATERIALS ARE PURCHASED. 7. MATERIALS, PRODUCTS MD EQUIPMENT SHALL ALL SE NEW EXCEPT AS SPECIFICALLY NOTED OTHERWISE, 8. CONTRACTOR SWILL BE RESPONSIBLE FOR LOCATING ALL DEBRIS IN A LOCATION OF THE PROPERTY APPROVED BY THE OWNER AND SHALL REMOVE SAME IN A TIMELY MANNER WRING THE COURSE OF 9. CONTRACTOR SHALL REMOVE FROM SITEALL EXISTING CONSTRUCTION AND IMPROVEMENTS NECESSARY FOR COMPLETION OF THE PROJECT, PROTECTION FROM DAMAGE OR INJURY ALL EXISTING TREES, LANDSCAPING AND IMPROVEMENTS INDICATED BY THE ARCHITECT. 10. EXCAVATE ALL FOOTING AS INDICATED ON THE DRAWING TO REACH SOLID. UNDISTURBED SOIL BOTTOMS OF EXCAVATIONS SHALL BE LEVEL. CLEAN AND DRY MD AT THE ELEVATIONS INDICATED ON THE STRUCTURAL DRAWINGS, It PRIMUS FINISH GRADES TO GRAIN AWAY FROM THE FOUNDATIONS ON ALL SIDE OF THE BUILDING. 12. CONTRACTOR TO PRECISELY LOCATE ALL UTILITIES PRIOR TO MY CONSTRUCTION ADAM EXCAVATION. A DEVELOPMENT OF NEW HOMES AT: UNION ORCHARDS 258 UNION AVENUE LOS GATOS CA 95032 ABBREVIATIONS & SYMBOLS S AND DWA TER. ROR9 AUNJB. A CIRSTCAL ARASTS AF�F. ABOVE AIR FLOOR AP PROS. CK AFPROMMATE ARABRECTURAL BLDG BURONG PLVwn PREFAB. BBNNO BNG. N PAPER TOBEL DISPENSER FRESSURE 1RFATEO CAB. CiMNET .1 CLG. COBTRO. JOBR CRUNO aOa: 0.� CM. U. CONCRETE NWXNW UNT CO Ep MINOR I CASED OPENING a 0' p COL WA1EQ UBl DDEEVRRTMENT BET.- DOAGGIASRRm CIVIL ENGINEER: DRINKING FWMAIH HOHBACH- LEWIN, INC. DAT�c11 &Mi DNM D8. DONNBIOLT INS DWG BU R° ER (650) 617 59930 x228 BRAIESH TIWARI TENTATIVE MAP EJ. ELECTJ EESSAI ANNT EIECTRICAL OLEO PRELIMINARY GRADING PLAN Eo`E Egao((wm. EOIJIPI EQUIPMENT Ov A3.7b UNIT #7 ELEVATIONS .Tc,(E) EAP E.t18TAR .XPAR.1. 08.M. GACV LAZED SHORT MEAL GYP. SO GYPSUM BONN GYP, GYPSUM L"I'c NOSEBIB E M HDWAOYE. HORQ. NAR.E IrtdIIGT MORUONTTAu ALT NNWR doM wn. OT Wg ER iawwooG CINONERR(dM.j BUL N MM IA Bi. .8TOP xR. KROIEN T LA - MINARY VAN MANSAW WON MECHANICAL MFS2 WF A NE MFR. MAMIFACNRER .IBC. MISC LIANEOUS A 1 GRm NE DOOR SYMBO < a DOOR M..KaL IIISAINCE BM N MTRTH H.IC. IIEW NOT M CONTRACT NO... AMBER N TS. NOT TO SCALE OVER O.O. OVT OE �RIAMETER O'S. w NING PEI#. RFFORFTEDQ ILK PP UM PI�ASTO UWN:?En LAME PLVwn PREFAB. PLWiWO PRE.I . . STS F.TDF. PAPER TOBEL DISPENSER FRESSURE 1RFATEO SPEG. SFECVRE T.S.) RR �gDpORUGIAEFIR D NAOUS ARINF. PEWFOLGE WOO RO REWIRED SOLON OPENING RWL RR.NNDWWAOTE0. LFAOEA 815. 5G SURFACEOI6MB SOLID CORE SCHED. SD, SCHEDULE SHONE Ce `CR SEL .1 SHUT] W. SNAQNR SPEG. SFECVRE T.S.) 6Si. STNNL... STEEL ST0 STL 59659TANOARD STRCI".r 6}RRFL 8R Slla. susl>ExD TAS. W. TOP AND BOTTOM TONGUEAWOROCE TEL TISEPHONE 1� TOP OPRP DwJ FFAWMENT OF wuL 7 PN. 7 IET PPPER NOLER R psFExsER Pvo. TYP miscxn 1O" UL MO.N. UNOERWTRERS IAMMOORIES UNLESS GIX .. NOTES VE0.i. VERIICN VG. VFATIC4 GRAN xb WITH WO. BARER CLOSET W N. WATER NEATER NF. WgTERPRNF WINS NELDED'MRE Fg6RIC < WIN -TYPE °F P SSR. SVMSEL 1� A °P'q^WE BYMBQ MORGM HILL, CA 95837 WORK CCMR0..OR GATLM PONT HENG NEE pR O SEELINGENDMDRANSINGS LANDSCAPE ARCHITECT FOR E.. OF F BACK ROBERT MOWAT ASSOCIATES OfE. DENSL QTML NL'INFA ('a- A11 SHEET WIIEFF LFTML 1.. SIC'. SECTONHVNBFAI I ?OW ) qT BEET WXEPE SECIICN IS DRAMN '1 INTERIOR ELEVATION B 1�ELEVATION NUMBER SHEET VMERE ELEVATION 8 pUNN C PROJECT SUMMARY ARCHITECT CHRIS KUMMERER, ARCHITECT PH: (650) 233-0342 E- MAIL ERER @SBCGLCBAL.NET APN #:52744-012552744 -013 ZONING: C -1 (WITH CONDITIONAL USE FOR RESIDENTIAL) BUILDING OCCUPANCY GROUP: M TYPE OF CONSTRUCTION: V-B AUTOMATIC FIRE SPRINKLERS REQUIRED?: YES LOT SIZE. 32.708 W (.751 ACRE) SETBACKS. FRONT-25'tl REM -M'-0' NORTH SIDE -20'-0' SOUTH SIDE -0' -0' MAX. HT.: 35' -0' PROPOSED HEIGHT 42"' PROPOSED SITE COVERAGE: SEE ADA - PROJECT DATA SHEETS PROPOSED FLOOR AREA: SEE AO.1 - PROJECT DATA SHEETS PROPOSED FLOOR AREA RATIO: BEE ADA - PROJECT DATA SHEETS PARKING PROVIDED: 2 COVERED SPACES PER UNIT-8 UNITS =16 COVERED SPACES 6 GUEST PARKING SPACES PROVIDED n TOTAL OFF STREET PARKING SPACES PROPOSED DWELLING UNITS: B DWELLING UNITS (INCLUDING ONE BELOW MARKET PRICE) LANDSCAPED AREAS: SEE AI G FOR PRIVATE YARD AND COMMON YARD AREA STRUCTURAL ENGINEER: ROOM XENTIFXANON OFRC Rod .. 1� ROGM NUMBER MORGM HILL, CA 95837 DIMENSION IR FACE OF L,R HENG MAROQR IRNUMIXD N.ON) N NO MezObNg ®9BNNC.mm ...... 0 CENTERLINE LANDSCAPE ARCHITECT ..EN51M 0 W O FlNSH ROBERT MOWAT ASSOCIATES PROPERTY LINE / NEw OR FINISHED CdROMB SAN FRANCISCO, CA W107 ESIBTING COIttVBS (415) 7774658 ROBERT MCWAT pMRDE IN FLOOR RNI6HE5 HMM.'c @ad'. ALIGN FAQ OF FMH CIVIL ENGINEER: R R XUWEP HOHBACH- LEWIN, INC. C.LW.-P INNCATES REVISSD 260 SHERIDAN AVE., STE 1S0 Neuw puxlNGs 1II�� u -N1.N1 TYPE PROJECT SUMMARY ARCHITECT CHRIS KUMMERER, ARCHITECT PH: (650) 233-0342 E- MAIL ERER @SBCGLCBAL.NET APN #:52744-012552744 -013 ZONING: C -1 (WITH CONDITIONAL USE FOR RESIDENTIAL) BUILDING OCCUPANCY GROUP: M TYPE OF CONSTRUCTION: V-B AUTOMATIC FIRE SPRINKLERS REQUIRED?: YES LOT SIZE. 32.708 W (.751 ACRE) SETBACKS. FRONT-25'tl REM -M'-0' NORTH SIDE -20'-0' SOUTH SIDE -0' -0' MAX. HT.: 35' -0' PROPOSED HEIGHT 42"' PROPOSED SITE COVERAGE: SEE ADA - PROJECT DATA SHEETS PROPOSED FLOOR AREA: SEE AO.1 - PROJECT DATA SHEETS PROPOSED FLOOR AREA RATIO: BEE ADA - PROJECT DATA SHEETS PARKING PROVIDED: 2 COVERED SPACES PER UNIT-8 UNITS =16 COVERED SPACES 6 GUEST PARKING SPACES PROVIDED n TOTAL OFF STREET PARKING SPACES PROPOSED DWELLING UNITS: B DWELLING UNITS (INCLUDING ONE BELOW MARKET PRICE) LANDSCAPED AREAS: SEE AI G FOR PRIVATE YARD AND COMMON YARD AREA STRUCTURAL ENGINEER: GEOTECH ENGINEER: MAX CHENG 6 ASSOCIATES MURRAY ENGINEERS, INC. 286 DIGITAL DRIVE 935 FREMONT AVE MORGM HILL, CA 95837 LOS ALTOS, DA W024 HENG (650)559 -9980 RYAN MERRELL MezObNg ®9BNNC.mm ryen®NnuRBYN kRow5.. LANDSCAPE ARCHITECT MAPPING: ROBERT MOWAT ASSOCIATES LC ENGINEERING 2068 3RD ST, N6 1291 OAKLAND ROAD SAN FRANCISCO, CA W107 SAN JOSE. CA 95112 (415) 7774658 ROBERT MCWAT (408) 80&7187 NINH LE HMM.'c @ad'. Me @IGM198War9MTN1 CIVIL ENGINEER: PRELIMINARY DETAILS/ PLANTING HOHBACH- LEWIN, INC. A3.0 SHADOW STUDY 260 SHERIDAN AVE., STE 1S0 SURVEY PALO ALTO, CA 94306 A3.1a UNIT #1 PLANS (650) 617 59930 x228 BRAIESH TIWARI TENTATIVE MAP STwafi@hoEbacb- IeMn.CDm A3.1b UNIT #1 ELEVATIONS A NIT PLAN PROJECT DESCRIPTION THIS PROPOSAL IS A REQUEST FOR THE APPROVAL OF A C0140ITIONAL USE PERMIT FOR A DEVELOPMENT OF EIGHT NEW SINGLE - FAMILY HOMES AT 258 UNION AVENUE. THIS PROPOSAL IS DESIGNED AS ONE PARCEL OF LAND WITH EIGHT FREE- STMOING HOMES GOVERNED BY A HOME OWNERS ASSOCIATION (HOA). THE HOMES AND PRIVATE YARDS ARE TO BE INDIVIDUALLY OWNED MO THE DRIVEWAYS. GUEST PARKING AND COMMON SPACE ARE M BE OWNED AND MAINTAINED BY THE HOA. PRIVATE YARDS AND COMMON AREA HAVE BEEN PROVIDED. HOMES ARE TO BE EQUIPPED WITH FIRE SPRINKLERS. 2010 CALIFORNIA BUILDING LADE. VOUMES 1 AND 2 2010 CALIFORNIA RESIDENTIAL CODE 2010 CALIFORNIA ENERGY CODE 2010 CALIFORNIA ELECTRICAL CODE 2010 CALIFORNIA PLUMBING LODE 2010 CALIFORNIA MECHANICAL CODE 2010 CALIFORNIA FIRE CODE 2010 CALIFORNIA GREEN WILDING CODE MD CURRENT LOCAL BUILDING MD ZONING CODES NEIGHBORHOOD MAP Earlmeour aw.LV/ / lA � B�m Rid LG Almapen-Rtl Medcal G;a M ^- G11e8I a Loy GBro: 1 AREA MAP 2 �F� N✓ � w c.n.„ N........I 1 las Gabs a°"'mW Re YvnWRe n<. _ 'O+�n.ge ,Ne.� e.v Unn Beryme INDEX RF N5 331.3013 TECIMICPL REVIEW SVBMITK 6 ibA13 TEGFWm RENEW REBFOxBE 1oAOo"'FREdu.RT.LLRENEW1 11- I.."PAMBRO 0MA16810V RURN"AL 0 I� 2 Uwrr'' O O Z D Ln iT U O 4 L:J O J W W Q O Z D BID N I e 00 N 5U LT 4 N Ti RECEIVED NOV R YO l"I 2 I.. TOWN OF LOS GATOS PLANNIMr. nnr ARCHITECTURAL C2.0 STORMWATER CONTROL PLAN i / r'3.P: AO.0 COVER SHEET A3.8a UNIT #8 PLANS V` J AO.1 3D STREETSCAPE-2 VIEWS A3.8b UNIT #8 ELEVATIONS TO ARC AO.2 PROJECT DATA SHEETS A4.0 PHOTOS 1 DH5 R K A1.0 SITE PLAN A4.1 UNIT RENDERINGS A3.4b UNIT #4 ELEVATIONS A2.0 ROOF PLAN PRELIMINARY IRRIGATION PLAN . S I m A2.1 STREETSCAPE / CROSS SECTION CIVIL PRELIMINARY DETAILS/ PLANTING ae oe UZ! A3.0 SHADOW STUDY TS -1 SURVEY ,, qq KA A3.1a UNIT #1 PLANS 1 TENTATIVE MAP A3.1b UNIT #1 ELEVATIONS A NIT PLAN C1.0 PRELIMINARY GRADING PLAN FAGS NUMBER'. 3.2a U #2 S C2.0 STORMWATER CONTROL PLAN A3.2b UNIT #2 ELEVATIONS C3.0 IMPERVIOUS/ PERVIOUS AREAS A3.3a UNIT #3 PLANS A3.3b UNIT #3 ELEVATIONS LANDSCAPE A3.4a UNIT #4 PLANS LP1 PRELIMINARY LANDSCAPE/ FENCING AO O A3.4b UNIT #4 ELEVATIONS LP2 PRELIMINARY IRRIGATION PLAN . A3.5a UNIT #5 PLANS LP3 PRELIMINARY DETAILS/ PLANTING A3.5b UNIT #5 ELEVATIONS covER SHFE A3.6a UNIT #6 PLANS A3.6b UNIT #6 ELEVATIONS A3.7a UNIT #7 PLANS Ov A3.7b UNIT #7 ELEVATIONS _rlT�l I .OtAttash:>:__. 2 wiro"-- - VIEW FROM NORTH VIEW FROM SOUTH cka ARCHITECTS REVISIONS: Y 7 -013 TECNNILN REVIEW SNRMITµ �:SZ3 TE K ZRENEW RESPoxSE fOd.lOt31PRE5N9MITY REVIEW, 1t- f930t3 P.MNO COMMISSIOx SUBMITTAI N r -m7r a U 0 2 O UN O W Z ZW O Z O Z 7 Z m N C ON S L T 4N T'. STAMP iSS9 AgCH V CMPWTOPNOP pt pv O lB OR CALV4 A0.1 LOM PUTMR REM`OERINOS la1\1i t�."J IaNma Y6f01 a w,- ylm EmcalPbnl)aa4K&n WD1tF/A mn - Itleb lmN " mPOe.o-n EYM1rix xlaitr: .. yypy Suw U . Hyw - • w1wWln wom.:waumNao Us3rR • P.Ngl6 �-N .� ewwe0.aeaaaAa. Wob wlN NUarwm • fidl]ooa 1,9192Rf. a dppy)lyy - 1.ASOSrft � 9!!Ylpueax - 2AS.E R.0. 1..7 m4.. '�Rx Z 0 •3vs uy.rc • N4Pwr • qy MwLU -4A - Iwame agmmW) 1 »c.anmwvame) _ • Ox6 Uece4e P�dM aYl 1%a /leper mb) -MM M lm cerq i Ixs+aembae..l • ypE 18].Sq.rt, Ixa and Iw6Ih P:gml Mbl elartnwaarWfttJ Iswxwpgocm'el Iyre we pyaanma] vw PNan�l u P,reada®] �re Paaaao] 2a.B e. Ia9vW P9aC.eanl' - s L RuXWro mrae9c (%1 el vxifwl Hm MalieMa l!E) �:yq . Ipy6y mv:a]•IaMRNP'Mrtleebl u yry arx] `2eu.erW 0.Alep 9mNO IpapMNUtH apv[p(Iww]�aNQ aacr:>Xyipt rmN�+mesk 4wMd WR lWR A. 11 ' UNIT #7 9NwruMnPN+:4^rwe �W�EWf aanxseetl ams. ylm - pylynpy:ygL 32IfWRh um W./J � H>rY(v maNG4: mPOe.o-n • Wb4 SWwv U . Hyw - Pr.nwwme - • MpHyE \'iW MJi NUnrxm. • yNNN]I Wob wlN NUarwm Csq sy . ew9m •6Nnmr W 7 Iy�a j Z 1..7 m4.. '�Rx Z 0 •3vs uy.rc • N4Pwr • qy MwLU /xA '. p6gggae � xnBUR 45x.5 W.3 - M • ygNyy � 18].Sq.rt, ' BNOaabHU: Iswxwpgocm'el Iyre we pyaanma] vw PNan�l u P,reada®] �re Paaaao] 2a.B e. Ia9vW P9aC.eanl' - .tllx �sa.aaaKl • ROM �- WaW mgeMaol (epEWepopamW nagav n..wN.oa.la laLZ AE -•J [ llISIA UNIT #2 UNIT #3 omwel Pbnoeapruem Ldake (ag R/ mLLlppEgpt ylm - pylynpy:ygL 32IfWRh aNWa.a,wu,.- M i • KVDH U wum • � ' ryyMy 9db1'n9Mwm: v.mmwooa WaW MNUrtfum ObMq • yNNN]I Wob wlN NUarwm �. . ew9m •6Nnmr W 7 Iy�a j Z 1..7 m4.. '�Rx Z 0 •3vs uy.rc z • qy MwLU - 3.R12W.ft " ' WaR N 45x.5 W.3 - MMH rr..aare.m UNIT #8 wi9.]mtn aam�ax Ionrp yN%r C1 wnp _ GwwalPlo OaalyeL'on pylynpy:ygL p M HNnbauYrYa: • Wb U 61b:cm'.n'.I �n9Me Paphl Wpa" •gl]p ' ryyMy 9db1'n9Mwm: ' WaW MNUrtfum ObMq - Cm4^�.Sa. ENNb 0 W 7 I �aGRNYROr..... Z aS60f.fl �... 0 Z 0 z •,6WL - 31.5 p.11. Ha: N M (aee. eun ].q«:aexll Ix.«ep4umsl ,� raE Ilta+tmu*IUIWtIftJ _ � Iswxwpgocm'el Iyre we pyaanma] vw PNan�l u P,reada®] �re Paaaao] 2a.B e. Ia9vW P9aC.eanl' - .tllx �sa.aaaKl UNIT #4 PROJECT DATA SUMMARY �rINiS`Mf FCR e/ a_�50.'3R1 f5 PEVISIONS: :-17 -ID TECXNICAL PENEW SVBWiiAL a3 &AtJ IE<NNICN PENEW PESPONSE 16bAf](� WIITTA REVIEW) 11 19�EW J PUNNING COMMISSION ..ITTAL U/ p M U 2 ai 0 U rill 0 W 7 Z Z W Q 0 Z 0 z Z D N CON 5V LT AN Ti TAMP: nnNi A0.2 PWJEC OPTA9 EET ---- -------- ------- ---------- --------- ---------------- ---------- ----------- ---- --- ---- SEE 21, SEE UPI Pi IN) MEE N) MEE (N) MEE (N) TREE (N) TREE SEE UPI SEE LPI N 00000'50" E 2 00, SEE L (E) W MEE t F) 24- TREE E) 24- TREE IE)lT EE (N)TREE` (E)10" TREE TO REMAIN TO REMAIN TO REMAIN TO REMAIN EE PI TO REMIN (E 1"EM DEAD -TO REAR YARD ,,,'•fREAR YARD 6 REAR YARD 7", E REMOVE REM YARD 8 1105.f ------- --- ---- ---- ----- TEAS 5 -- ----- -------- FRONT YARD 5 3E -------- v v Fu GUEST PARKING 1 UNIT 5 1 GARAGE I GARAGE GARAGE GARAGE GARAGE GARAGE 1 PARKING UNIT 6 UNIT 7 PARKING PARKING 1 UNIT 8 PA PARKING PARKING PARKING (TYPE `B) i 6 1 6 1 f (TYPE 'C') (TYPE 'C') (TYPE -C-) 71% 7 1� Al 2.1 % I r o. 'J L PARKING 650.2330342 K 233.0345 REVISIONS 1411.:: IRC=1 REVIEW SURNII � II T�H CM REVIEW RESPONSE R. (1.�IIUIWI IA REVIEW, 11_113011 fl .INC OONIJIRE.N SUBMITTAL CS 6 b < 0 0 c6 00 0 C) J) 0 LU 0 ui 0 0 z w Z Do z Z 0 0 z D 00 Z CONS U LTANT 29-0'SEre C N) STREETS ------ " I . I I LOCATION J E) SM UNION AVENUE LIGHT I 4&,0' REMAIN I. \ _:E) FIRE HYDRANT TO REMAIN rd OP C8LL90 -GARAGE I UNIT NIT 2 2 UNIT 3 TRUE NORTH "GARAGE PARKIN G PARKING 16'.1012' (TYPE -B-) (TYPE 'B') FRONT "-GARAGE PMKN? - (BMP UNIT) 10 1112 4 REAR YARD 3 3z3 im. w 38. ? I.- JE.1 A A 2"' 'GARAGE`' -GARAGE GARAGE 2g .a COMMON AREA PARK ING 4 2 800 sf ----------- �E GUEST 6 1 4 EST' REAR VIRG 4 0 1 DUE! IN) EE IN) TREE I PARKING 4 b N) TREE (N) MEE (N) TREE �KING 5 PARKING I f MEE FAIR KIP EWA DRIVEWA ; Y FRONT YARD 1 E LP1 1 18 "_ SEE Pi ,L SEE UP1 FRONT 2 YARD SEE �j , SEE LP1 DRIVEWAi SEE LP1 FRON IT YARD 4 DRIVEWAY EM v (�RFIR 12-W TRASH 2 12 TRASH 2 12-� 12-0- '-,W7Z.T-_WCA7ALLDEI�i -,-I' - 74 A - --------- o ;G Wi�) .1_ : 518 ��R R f-MbA.8LLOCATE - Q_ WATERY' -- -- (174.f tUl L16UTIE5176IR WAfEii�, GARAGE-' I I -�AGE LLI 4 PARKING -- - - - - - - - - - - - - PARKING - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2,1 REAR 3.1 GUEST 0 0 YARD 2 210 If 254 PARKING GUE 6 T UNIT 1 �GARAGE ' '­GARAGE UNIT 4 PARKIII 3 2�w 12 a 112' OD (TYPE W) PARKING PARKING (TYPE W) 2 2 32 650.2330342 K 233.0345 REVISIONS 1411.:: IRC=1 REVIEW SURNII � II T�H CM REVIEW RESPONSE R. (1.�IIUIWI IA REVIEW, 11_113011 fl .INC OONIJIRE.N SUBMITTAL CS 6 b < 0 0 c6 00 0 C) J) 0 LU 0 ui 0 0 z w Z Do z Z 0 0 z D 00 Z CONS U LTANT N) STREETS ------ ED A81. LOCATION J E) SM UNION AVENUE LIGHT I 4&,0' REMAIN I. \ _:E) FIRE HYDRANT TO REMAIN rd OP C8LL90 UNIT NIT 2 2 UNIT 3 TRUE NORTH "GARAGE PARKIN G 16'.1012' (TYPE -B-) (TYPE 'B') "-GARAGE PMKN? - (BMP UNIT) 10 1112 4 REAR YARD 3 2"' 'GARAGE`' -GARAGE GARAGE 2g .a PARK ING 4 2 ----------- �E (N) MEE (N) E SEE UPI SEE UP IN) EE IN) TREE N) TREE (N) MEE (N) TREE IN) MEE EWA DRIVEWA ; Y FRONT YARD 1 E LP1 �WAy SEE Pi ,L SEE UP1 FRONT 2 YARD SEE �j LP1 ONT YARD D SEE LP1 DRIVEWAi SEE LP1 FRON IT YARD 4 DRIVEWAY (�RFIR 12-W 12 12-� 12-0- '-,W7Z.T-_WCA7ALLDEI�i -,-I' - 74 A - --------- o ;G Wi�) .1_ : 518 ��R R f-MbA.8LLOCATE - Q_ WATERY' -- -- (174.f tUl L16UTIE5176IR WAfEii�, 4 - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 650.2330342 K 233.0345 REVISIONS 1411.:: IRC=1 REVIEW SURNII � II T�H CM REVIEW RESPONSE R. (1.�IIUIWI IA REVIEW, 11_113011 fl .INC OONIJIRE.N SUBMITTAL CS 6 b < 0 0 c6 00 0 C) J) 0 LU 0 ui 0 0 z w Z Do z Z 0 0 z D 00 Z CONS U LTANT N) STREETS ------ ED A81. LOCATION J E) SM UNION AVENUE LIGHT I 4&,0' REMAIN I. \ _:E) FIRE HYDRANT TO REMAIN 650.2330342 K 233.0345 REVISIONS 1411.:: IRC=1 REVIEW SURNII � II T�H CM REVIEW RESPONSE R. (1.�IIUIWI IA REVIEW, 11_113011 fl .INC OONIJIRE.N SUBMITTAL CS 6 b < 0 0 c6 00 0 C) J) 0 LU 0 ui 0 0 z w Z Do z Z 0 0 z D 00 Z CONS U LTANT ED A81. I. rd OP C8LL90 A1.0 PROJECT NORTH TRUE NORTH W O O n N h w ,1i..` -- NIT 5 a z (TYPE 'B.11 O.B ,B BF U.G ]M 3FJ II 41,_ OOMPOSITION — �x i SHMGLE ROOF IIIInW'lll I I 1; US 374W a +z N 00 °00'50" E 221.00' OMPOSITON HINGLE ROOF ,U.s. 1835F S 3335F D.s. 11 Sl 4 -1z� qu'x 1 Q : a,z� � Q U N 2 ° l ll s. ansF } 1 L lll S M ... UNIT 7 U a f 412 (TYPE 'Cl ,33F i --................... I W p Z I ' I N 00 °00'50" E 221.00' PRO ECT NO" TRUE �X ROOF PLANS 7/6" = 7' -0" CHRIS TUN: -V ,WP & aSmjF,i,:T[5 ,650.233.03 "2, 233.0365 .1111 REVISIONS: 1313013 TECHNIC LREVIEW SUBMITTAL TECHNICAL PEVSW RESPONSE trM301J tOd3013'SSCUBMILTAL REVIEW) 11 "19301] PLPNNINGCOMMISION SUBMITTAL 4 -1z� qu'x 1 Q : a,z� � Q U N 2 ° l ll s. ansF JMS F 1 L lll S M ... �- U a Z O 412 412 P.,z a.1z N } } n1} z 0$ 3 UNIT 2 UNIT 3 +z 41z (TYPE 'B') (TYPE 'B') o ;... ......... . I i --................... I W p Z I ' I N 00 °00'50" E 221.00' PRO ECT NO" TRUE �X ROOF PLANS 7/6" = 7' -0" CHRIS TUN: -V ,WP & aSmjF,i,:T[5 ,650.233.03 "2, 233.0365 .1111 REVISIONS: 1313013 TECHNIC LREVIEW SUBMITTAL TECHNICAL PEVSW RESPONSE trM301J tOd3013'SSCUBMILTAL REVIEW) 11 "19301] PLPNNINGCOMMISION SUBMITTAL VJ Q M N CD Q U N 2 ° U O W z Z W Z a Z O _O Z Z D N CONSULTANT: STAMP: e Sp0 ARL.d,ry CNP ®ttPYfM1 �. vfd 311. ..os PAGE NUMBER A2.0 1.1 PLAN I.— „0 IC STREETSCMIE EMOMI Broom UNIT UNT' 3E8 UNION AVENUE UNIT 1N IN. PVENUE CH i, eVY:M RFE U ASSOSIAiE.S ,650,M V,342.64'S ?33-W45 REVISIONS: } 3i GL REVIEW SUOMIiTAL 16 MTECXN REVIEW RESPONSE STAMP- o�bg➢ ARL•bp PIPL^IOFP89 L R�OYIQRLF. R Yt OPe OA y`q0 PAGE.0 BE R: A2.1 SITE CROSS SECMN tA'.7 STY'µ STREETSUAPFiCNSGSSECTiO x as UM.N PYSNUE Q N q Q U N 2 0 Q U ry ° O W z Z Z w O Z 0 z z m N STAMP- o�bg➢ ARL•bp PIPL^IOFP89 L R�OYIQRLF. R Yt OPe OA y`q0 PAGE.0 BE R: A2.1 SITE CROSS SECMN tA'.7 STY'µ STREETSUAPFiCNSGSSECTiO x SUMMER: 1 MORNING: JUNE 21ST, 10 AM DECEMBER 21ST, 10 AM NOON: JUNE 21ST, 12 PM �. J } 1 i� DECEMBER 21ST, 12 PM S k AFTERNOON: JUNE 21ST, 4 PM DECEMBER 21 U. 4 PM REVISIONS' 1 7 A 3TECHNICµ REVIEW SUSMTN :M 1111 1PRESURMITTAL RENEW I�� 1119301] PIASNING COMMISSION r•-up Q U O 2 U O w z W z O z0 z z N CONSULTANT STAMP n e ° °D A p �i L NWpR 01 0.13 0 PPOENUM•ER: A3.0 S, Y r PROJECT NORTn TRUE �X UNIT 1 - SECOND FLOOR PLAN UNIT 1 - FIRST FLOOR PLAN GENERAL FLOOR PLAN NOTES PROJECT NORTH TRUE NORTH G 1. PROVIDE 2X0 BLOCKING IN BATHROOMS. CENTERLINE OF 2%0 BLOCKING SHALL BE W ABOVE FINISHED FLOOR ,50.:3.. iL.4 .: ; 10 ?13 P 345 REVISIONS: 33?�NU TECHNICAL RENEW SUBMNiRL 44FW13 TECHNICAL REVIEW RESPONSE 19B -2013 (PRELEfEMRWL PEVIEW) 11- 192013 PLANNING COMMISSION SUBMITTAL v / 1^�r' 1y Q U O z O z Z) CONSULTANT STAMP: yO AR.� GF6 bh aHaGTO9rcmH m 4 BoNn3n 1p. [.aer '✓� nPi 1.W 11 °> cn��R P R 0 E NU MBER. A3.1 a UNIT I - PLANS NEW PLPNS CONCRETE TILE /-1_0. I u UNIT I - ELEVATIONS NEW ELEVATONS 1 ". 1 PROJECT NOR. UNIT 2 - SECOND FLOOR PLAN G PROJECT NORTH TRUE NORTH EDUNIT 2 -FIRST FLOOR PLAN GENERAL FLOOR PLAN NOTES L PROVIDE RXB BLOCKING IN MINCOMS. CENTERLINE OF 3X8 B.KING SHALL BE 3P ABOVE FINISHED FLOOR JIRIS N fh!"_L PCf CI 2iir.;aATEi +650.::.33.03.1?• 650.2J:0345 _. ,.el ,:. I'll REVISIONS: 3-27-M I3 iECHXYJgL REM PA SUBMITTAL 4-2SM13 TECHMKAL RENEW RESPIDW 14 -M13(PRESUSMIRPL REVIEW) I1 138013 PUNNING CAM.GS.N ...IT AL v fy Q U ry O z O z CONSULTANT: Ms T AN P. y0 Aq. e; bA IA:Aeicmxaa n 4 YYYYflPBF � F. L ».3 V r^3 5 RX CAtit PAGE N VMBER. A3.2a UNIT 2 - GLANS (BMP UNIT) NEW PIAM$ - I HEIGHT LIMIT OVERALL HEIGHT TO PLATE TO SUMFLR. TO PLATE T.O. MIAM n TO GARAGE SUB& E) GRADE UNIT 2-N (SIDE / GARAGE ACCESS) ELEVATION ° ' SCALE: 1/4" = 1'-0" o Wr WMOOW UNIT 2 - WEST (FRONT / ENTRY) ELEVATION "� SCALE: 1 4" = 1' -0" CHIMNEY ��UNIT 2 -SOUTH (SIDE /PRIVATE YARD) ELEVATION "�� %i UNIT 2 -EAST (REAR YARD) ELEVATION ' SCALE: 1/4" = 1'-O" o- P.,< I c.ISTEE REVISIONS' 33]"19 TECHNICAL RENEW SUBMITTAL 496"19 T.I.M AL.1....RE HE M13 (MI REVIEW) 1119¢013 PLpNNXIO COMMIESWN BUBMIRAL Q M Q U N 2 O U O J 0 W z Z W Z _0 Z O Z Z) Z N I-, C O N S LT A N T: STAMP' XTOP VENT O�A A3.2b UNIT 2 - ELEVATIONS EMP UNIT. NEW EIEVAIIONS �/< _ w F _� , ,_ �- .I II IIIII IIlII�lILIlelllll L It II II ill II IIlII�II]GI�II�II ❑I' IIIII - I E —� �� UNIT 2-N (SIDE / GARAGE ACCESS) ELEVATION ° ' SCALE: 1/4" = 1'-0" o Wr WMOOW UNIT 2 - WEST (FRONT / ENTRY) ELEVATION "� SCALE: 1 4" = 1' -0" CHIMNEY ��UNIT 2 -SOUTH (SIDE /PRIVATE YARD) ELEVATION "�� %i UNIT 2 -EAST (REAR YARD) ELEVATION ' SCALE: 1/4" = 1'-O" o- P.,< I c.ISTEE REVISIONS' 33]"19 TECHNICAL RENEW SUBMITTAL 496"19 T.I.M AL.1....RE HE M13 (MI REVIEW) 1119¢013 PLpNNXIO COMMIESWN BUBMIRAL Q M Q U N 2 O U O J 0 W z Z W Z _0 Z O Z Z) Z N I-, C O N S LT A N T: STAMP' XTOP VENT O�A A3.2b UNIT 2 - ELEVATIONS EMP UNIT. NEW EIEVAIIONS �/< _ PROJECT NORTN TRUE NORTH UNIT 3 - SECOND FLOOR PLAN G I I PROJECTNORTH TRUE �H UNIT 3 -FIRST FLOOR PLAN GENERAL FLOOR PLAN NOTES 1, PRONOE I%B BLOCKING IN BATHROOMS, SHALL BE ABOVE FINISHED FLOOR i N>4BLR el a5V E:IAiE S r 550.L;UA3xl = <i:iC ]:i3.'i34.5 REVISIONS: 337-A13 TEG NJf L RENEW SUMUTAL 6 E.Fl...HGL RENEW RESPONSE 1PS -X13 (MESJGATGL REVIEW) 11.1¢$013 PIANNING CONINESION SUBHUTAL Q m LL � Q U rn 2 O U ,@-ME O W z W Z O Z O z z OD N CONSULTANT: A3.3a UNIT3 -PLANS NEW WINS I ",' Vd' NEIGXTUNIT X70 OVERALL HEIGHT 29737 — TO PLATE 191.31 4 r n T.O. SUBELR 283.31 TO. PLATE 383.0 .ERE, UNIT 3 -NORTH (SIDE/ PRIVATE YARD) ELEVATION r� Y SCALE: 1/4 " =1'-0" gm LOST FIXTER.— EXTERIOR LIGHT FIXTURE ! �NTEDARFGU U�OVE ..A'... NP. LOCATION, TYP. GARAGE WJR ���UNIT 3 -SOUTH (SIDE /GARAGE ACCESS) ELEVATION it UNIT 3 - WEST (FRONT / ENTRY) ELEVATION y1 SCALE: 1 /4" = 1' -0" �Ik:� C'J i_va;. ftlk tY Pcc(;�14i [5 c 6S0..'33.0342 60M.034'i RE 33] -]°1] iEC HNICP SflEVIEW SIIBMIttAL X 11M131ECXXCM XETTEW RESPONSE 10d I3 IRiE EUMERTAL REVIEWI -- 11119-3C13 PLANNING COMMIEGION SU9MITEAL 1— COONTOP VENT IUNIT 3 - AST (REAR YARD) ELEVATION E �_ SCALE: 1/4 "=1' -0" o z a e lh NEI 1 O Q U y 2 O UQ 0 N O 0 W D Z w Z 0 Z O Z Z N CONSULTANT: STAMP: b 6g0 AApN p CNNMI'XpC n 4 R8NI2P811 9NA ��C 6tiS4CG? PAGE- A3.3b UNIT 3- ELEVATIONS NEW ELEVPTONS "I--" PROJECT NORTH TRUE NORTH UNIT 4 - SECOND FLOOR PLAN (D PNWECT NORTH TRUE �H UNIT 4- FIRST FLOOR PLAN GENERAL FLOOR PLAN NOTES 1. PRONOE 3 %B BLOCKING IN BATHROOMS. CENTERLINE OF 3 %B BLOCKING WALL BE 3P PROVE FINISHED FLOOR. REVISIONS: 3-31.11 TECNN. RENEW SUBWRN. <-IN I0 TECKNICM REVIEW RESPoNSE 10. &WUIRRES ENITUL REVIEW) I1-10�W13 RP.. COMMISSION ..,AL cn 0 fV m LL Q U 2 U 7@ME O W z W Z O Z O z z N CONSULTANT STAMP gO AFB � � eaxCnmla9�� t a ,pm w A3.4a UNIT 4 -PLANS NEW EIEVMIONS _1L T.O. 4 UNIT 4 - NORTH (SIDE / NEIGHBOR'S DRIVEWAY) ELEVATION' i1 UNIT 4 - WEST (FRONT / ENTRY) ELEVATION "� 4 SCALE: 1 /4" = 19 SCALE: 1!4" = 1' -0" UNIT 4 -SOUTH (SIDE /GARAGE ACCESS) ELEVATION �' UNIT 4 - EAST (REAR YARD) ELEVATION I �/ SCALE: 1/4" = 1' -0" ° A (.SU.r'13014 ?.E Dell rp4.5 ]21 AfI iKXONICPSNEVIEW 3116MITTAL <]BM13 iECNNFPL NENEW PESPoNSE 1°dA1] (EAESII&IIiTPL PEVIEWI �1199°1] RANMNG WMMISS1pN 9Y9NITigL 0 U 0 Z _0 Z Z) CONSULTANT: STAMP: q p AApg p �OPIflANfNBP p L ym �) S r XAx.CAL`4 PAGE NU. BE N. A3.4b UNI74� ELEVATIONS NEW EIFVPipX9 ]IP =1'C PROJECTNORTH TRUE �H UNIT 5 - SECOND FLOOR PLAN -BMP UNIT UNIT 5 - FIRST FLOOR PLAN - BMP UNIT GENERAL FLOOR PLAN NOTES PROJECT NORTH TRUE NORTH G) I. PROVIDE 2 %8 BLOCKING IN BATHROOMS. CENTERLINE OF 2M BLOCKING SHALL BE 30' AROVE FINISHED FLOOR REVISIONS: 33] -A11 iECHNIGL PE VIEW SUBMITTAL 441LNU TECHNICAL PENE'N RESPoNSE 1.1] IEMESVBMITTPL REVIEW, IT 19 N13 PLANNING COMMISSION SUBMITTAL Q IM 0 Q Q U fn 2 O U ry ° O W Z ZW O Z O z z m N D CONSULTANT STAMP: G �c� ¢0 AFO�t 91P6RCFlI&M1 y &oMYLtq, � .n �.�r a v3 me Lwu oe OA CA ¢T4 P..E NUMBS F. A3.5a UNIT 5 PLANS NEW PINTS =1V HEIGHT L OVERALL HEIGHT TO PLATE TO BIJ. U TO FLAT TO SUBFIF TO GARAGE SUMS S (E) GHO UNIT 5 - NORTH (FRONT ENTRY 1 GARAGE ACCESS) ELEVATION'�� Y SCALE: 1/4" = 1' -0" UNIT 5 - WEST (SIDE ACCESS) ELEVATION �' SCALE: 114" = 1' 0" �,�UNIT 5 -SOUTH (SIDE) ELEVATION �� , UNIT 5 -EAST (REAR YARD) ELEVATION SCALE: 714" = 1' -0" L SCALE: 1/4" = t' -0" 4 e REVISIONS 3 2] -A1] TECHNIC&NEOM SUBMITTAL 4 2 &NQ TECHNICAL PENEW IESWONSE 10.b 1]lNiE- SVBNRGL REVIEW) 111.13..1. CONMENUN SNBNIRPL WON CD a Q c 0 2 O U O 0 W 7 Z W Z _0 Z _O Z Z N D — CONSULTANT: STAMP yD AAp �`o yJ e OISMM1nEB '].+ L n YOKNbI®i � ra m. I�1 0� °� cx>.t A3.5b UNIT5- ELEVATIONS NEW ELEVATIONS =1d UNIT 6 - SECOND FLOOR PLAN PROJECT NORTH TNUE NORTH UNIT 6 - FIRST FLOOR PLAN GENERAL FLOOR PLAN NOTES 1. PROVIDE 2XB BLOCKING IN BATHROOMS. CENTERLINE OF 2XB BLOCKING SHALL BE 31 ABOVE FINISHED FLOOR. PROJECT NORTH TRUE NORTH ... +5 4:M`^LPEf C! a< ^.pf.lA iFS GSU .i33.i)3 B1: 050 23.'+.'iJ4'i R EVISI 347-W13 TECHNICNL RENEW SUBMITTAL 1-X MIS TECHNCAL REVIEW RESPONSE tl 8M13 (PREEVBMITTAL REVIEW) 1112 NIS PLANNING CONNISSION SUBMITTAL Y / N0 Q 2 U w 0 Z _0 Z O M3 ¢ U (6 O V) O J W Z) Z W Z O Z N CONSULTANT: s- X80 1. q� t br p itIPJe1CFeSI� n L RUYY95811 0 N2 O's CAL \F4 A3.6a UNIT 6 PLANS NO. FWIS I11 =1 L' WNENETE TILE 4 UNIT 6- NORTH (SIDE ACCESS) ELEVATION �� SCALE 1/4" = 1'-0" OVERALL HEIGHT SEE m O S-060 TO SN 50+ TO SUBRR 28252 T O. 1. 2:1 AS T.O. OM AGE EUA E . (To —B 27 a GM OE 221. #4j� AS REPENCE KENT QUNIT 6 -�OUTH_,Sl�DEELEVVATION SCALE 114 . _0_ PAINTED MOD DECK EATERIOR UO-T FIXTURE— STAINED WOOD ENTRY LOCATION WN COON i1 UNIT 6 -WEST (FRONT ENTRY & GARAGE ACCESS) ELEVATIOf� � OONTOP VENT OUNIT 6 - E �� T (REAR YARD) ELEVATION SCALE 1 14- 1�� L. M" U) < (6 O 0 co 0 W 0 :D Z W Z 0 z 0 z Z CONSULTANT .TA.IP n A3.6b UNIT 6 ELEVATIONS N. SDEVVI VA. 1'C I c 1 T I DEVI I N *oe, OM 337 V O3 T ECI NCA. L REVIEW SUN N SME,D, NTTAL WHEI 0 OOR AD 4�= TECHNIOkI NEW ON DESPNS1 NI., P I K INNE LIADNIDID OW .1 ... C DSEVENT 11 1. SN' P..MCNTAL .S. CA ND8I "� PIN... TIN EATERIOR UO-T FIXTURE— STAINED WOOD ENTRY LOCATION WN COON i1 UNIT 6 -WEST (FRONT ENTRY & GARAGE ACCESS) ELEVATIOf� � OONTOP VENT OUNIT 6 - E �� T (REAR YARD) ELEVATION SCALE 1 14- 1�� L. M" U) < (6 O 0 co 0 W 0 :D Z W Z 0 z 0 z Z CONSULTANT .TA.IP n A3.6b UNIT 6 ELEVATIONS N. SDEVVI VA. 1'C UNIT 7 - SECOND FLOOR PLAN PROJECT NORTH TRUE NORTH UNIT 7 - FIRST FLOOR PLAN GENERAL FLOOR PLAN NOTES 1. PROVIDE 3XB BLOCKING IN ROTHNCO S. ABOVE FINISHED FLOOR PROJECT NORT-t TRUE NORTH Cii k!r (lg4M'RCR J pcV�ppT P$ O 3 27-P13 TECHNICAL REAM SUBMIT{gL 44&MI3 TECHNICAL REAM RESPONSE I0 SHS 1 PRESFLEWITTAL REVIEW) 11 AS.A13 PLANNING COMMISSION EUBMITTAL Q M ry'^r' O Q U Tn 2 O U ry ° O w Z W Z O Z O z Z N CONSULT- STAMP'. y0 1. q�b, p �,EIlKtlttttPG nn L � R�NWpA Ta�ml � TAt OP CALM A3.7a UNIT 7 PLANS NEW PLANS v( - 1V HEIGHT LIMIT 30708 OVERALL HEIGHT 29685 TO .. G.I.. TO SUBR-R 28332 TO M. 382.25 O. SLAB 27275 TO GARAGE SUte AE) G RA.E 22208 UNIT 7 - NORTH SIDEELEVATION 4 S C ALE 1 14" = j�0" %1 UNIT 7 -WEST (FRONT /GARAGE ENTRY) ELEVATION °� OO UNIT 7-S -S OUTH TH SIDEACCESS) ELEVATION SC ALE: 1 14- = V0_ CI)UNIT 7 -!��STREAR �YARD ELEVATION s�CALE 1 14 0, REVISIONS 311.13 TEG.M.I PE.. ..&MITA. 430N13 TEQMJICPL NEVEW REStONSE 10.6.13 I.E.VNIT.1 NE1.1 SUBMITTAL U) n ry 0 Z 0 Z Z) 0 N A L 7 11111111M C U A N T STAM T P (a A3.7b UNIT 7 ELEVATIONS Nery EIE NG F s UNIT 8 - SECOND FLOOR PLAN PROJECT NORTH TRUE NORTH UNIT 8 - FIRST FLOOR PLAN GENERAL FLOOR PLAN NOTES I. PROVIDE ZXB BLOCKING IN BAMROOMB, CENTERUNE OF PX8 BLOCKING SHALL RE 3P ABOVE FINISHED ROOR PROJECT NORTH TRUE NORTH REVISIONS: 3-V 013 TECHNML P:NEW WBWTTAL 44 &WHI TECRNICM RENPN RPNON5E 1" X13 IPNE3UBNIT7AL REVIEW) 11 PIANNIIW CAMMISSN)H SUBMITTAL Q M NO LL_ O Q O 2 O U 0 J 0 W 7 Z W Z Z O 0 _ Z 7 Z N CONSULTANT: STAMP: 6g0 ApC &( c �51AVi%'XBx p NYa PPo�^. xm� , m t CAti A3.8a UNITE PUNS A. P1ANS 1 /A' =rtl NEIGNTLIMIT 3010 HEIGHTLINrt 298.93 TO, PLATE 29130 TO SUBFLR. 233.32 TO PLATE 28225 TO. BLAB 27225 T. O. GARAGE SLAB B (E) GRAD: 22208 SLIT 8 -NORTH (SIDE) ELEVATION UNIT 8 -WEST (FRONT /GARAGE ENTRY) ELEVATION SCALE: 1/4 " =1'-0" SCALE: 1/4., 0" 2 UNIT 8 - SOUTH (SIDE ACCESS) ELEVATION 1 UNIT 8 - EAST (REAR YARD) ELEVATION SCALE: 1/4 " =1' -0" CONSULTANT: ryD ip 06T L� p tIP910r0&i p ROMIRHHII i° PM t� F vA0 T � CA4i4 A3.8b UNIT8 ELEVATIONS .NEW EIEVAiq NB 114'•1'0 •(50 .'3;03.42 5 f, 23393a5 REV IG ION S: 327-M13 iECXXIGIXENEW SVSMIiiAL a..13 TEO.ME1 NOV EW NEBP . 106MU (PNE31WIT AL NEVIEWI tt ..'SS. SVSMITTAL V) Q M O a U 2 C6 0 U 0 Lu O 0 z 2 W Z Z _0 Z _O Z 00 N CONSULTANT: ryD ip 06T L� p tIP910r0&i p ROMIRHHII i° PM t� F vA0 T � CA4i4 A3.8b UNIT8 ELEVATIONS .NEW EIEVAiq NB 114'•1'0 VIEW OF NEIGHBORS ON HOWES COURT VIEW OF UNION AVENUE RESIDENCES TO THE SOUTH VIEW OF SITE FROM UNION AVENUE VIEW OF NEIGHBORING DEVELOPMENT TO THE NORTH VIEW OF OFFICE SPACE TO THE SOUTH VIEW ACROSS UNION AVENUE R E VISI 3PM 13 1ECMNIC REVIEW 3VBMInN 4�dBf31FCMHIGN RE VIEW RE3CON3E fObID131PREwBMIiiN gENEWI f1�&E%3 GL.W XMO COMMIBBION wEMmu ra-MEN Q U N 2 U O Lu W Z Q OZ 7 Z N Z) CONSULTANT: (9 P PGE NNMBER: A4.0 4RWEgTY MORl6 �d) TROY �I SPANISH ECLECTIC LIGHT FIXTURE TROY L�1� 0 ytl® CRAFTSMAN LIGHT FIXTURE ul�. vaMbcnMlPancanwz ». V�v f�wllenc�n ApCb ` a5y9 I I � III a C KOxuG6Pp Ble 18ifll }B O Mt C1Ll! 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"'t4 ti($ _. -:. i5 SANNARY $FWfH WNHOIE ® Y MUT SIGH .1T `n JOIN} FRENCH HE NORTHEAST NG - NITROGEN GAS xW MERCHANDISE EI 260.77 g sl STORM DUN UNCLE ® RH_O OORHLM OH CORNING OR OEFCIAL RECORDS i^ �•j3 .r ` <' e' STREET /SR[ LGNT HILL BO% p �RM— RFCYLIID W1RA POE PACIFIC US R ELECTRIC %V POST INDICATOR VALVE TENECOx4uxlcdnoxs BOX m sVON DUN INDICATOR —55 ss SANITARY SEWER Si PRUMIXG iPAff1C SIGNAL —i i TELEPHONE %N RMCYCUD WATER W/ Cg ii iR[FS w/ DOE? LINE S SOUTH •••• > g a:..: =2 —W x WATER 90 SSTORW DU 5 xio.V la j S S.x o$ UnM' POLE % READ AREA ORAIX s5 b a �R ie• sss t" y3 A £ _ WALL (XCONi/IYPE XOi[D) SDDl STOR4MIN DUN INLFTx SE SCRUMUST g I 4 _.a x._ ?VI WATER NRER/WX ■ SJWC SAW JOSE WATER COMPANY _ n z., .o- WV 55 SANITARY T n, t t. �... � SWROTE WA1ER VALVE DQ Y [E UCNi ]G ]9 Ic : ss SAWTARY SERVER CIEANOUT Twiff UP w N SUNNI OL c0 Ki e.._, x.,t 3.?. yyJL SIR. %NG -SCUD WHIR LINE 9Jt. AI IN ON INO t °< IM'. 9"MRV 2`d N) a G x ?'� NET TELECOMMUNICATIONS VAULT ull x_Sa N: TC TOP OF CURB TO }FdNCH DOOR !3 iTI m xi TW TOP OF WALL ASK UNDERGROUND nan UP uv UTILITY VALVE (u RNCFOBxNERT WFA t x II D0" [ - b06 5 r VG VALLEY GUTTER IN �,w 4 zXb EL x:: =t9 w WATER OR NOW :]o J IJ - _ FEMA wM WATER MODEST WR WATE R .A 8 N WV WATER VALVE s ZONE N MH t A, •'% AREAS OF N Av nk NEmso FLOOD M 1 ■ IF ANNUAL CHANCE ARRO Y 6 W x 8000 LESS AVERAGE DEPTHS M ;AN TARE 1 TROT OR WITH UNITS F Hi C ! AREAS % A THAN 1 CHANCE F NNE; AND ■U$ PROTFCRO R LfVfE Hip �14 4 c FROM 1% ANNUAL CHANC[ ixD00. 11C 12 UP " FEMA MAP N0: OB■SCUSIN [FRCTIV[ DATE: WAY 19. ]DDB DATUM MOM p • 8� G � I•'' °" NOTES :nx ,c Sit CAPE Or NEED SUR KUMR ] MIT I PHYSICAL SHOWN OR THIS SURVEY ARE UNITED TO THESE g Z SURFACE TEENS YMIBIE AS OF THE DATE OF MIS SURVEY. ➢ y SUBSURFACE OBJECTso IF ANY, ARE NOT SHOWN, WON THE COMMON s gl •. -:.9n - OF UNDERGROUND UTUTT ONES THE LOCATIONS OF THESE LNES ILWV a i "'- HAW BUN COMPILED USING AVAIUBIE PUNS AMC SURFACE DQ—W f - STRUCTURES AND NO WAY IS IYPUEO AS ED THE LUCi �p ikI 1 ® LOCATION OF THESE LEADS. SAID SUBSURFACE OBJECTS WY i Up ]t A'CLUDE. BUT ARE' UYIIFp TO, CONCRETE FOOTINGS, SUBS, g SHORING. SMUCNRAI PUM MIU Y VAULTS, PIPING, UNDERGROUND ^� ly LARKS. Mlp MY OTHER SUBSURFACE S}xU[NAFS NOT gYEA1Ep BY z 0.B] R CWC 6Ra LL A SURFACE INSPECTION. OL uP zpj be aoW.. F I c : T. ❑ IS IMPERATIVE THAT "U.S.A. LOGTING SERVICES" LOCATE T� AND WART EXISTING UTILITIES PRIOR TO THE START OF q z AM ot( w) x'1. EXCAVATION. N IS'W9 wJ. AYTIWp TSEI IO xn rt T z xil is 3. ■NCNMARK: SLVWO BY -TS x]1 ]] EP IJ1. ] FP x]20Y Ev x G y 1.]J EP z]1091JP z]I.e] EP DATUM = NAVDB6 0O 10 CP —w— , EUVATIOM = 261.18 FEE} B DESCRIPTION = SINCE DISK ON TOP OF SIDEWALK; AT BASE STAN OF SOUTH IMMIL ; SOUTHWEST GONE OF UNION AVENUE .e'THRM x■.N BRIDGE OVER ROSS CREEK: BETWEEN ROSSWOOD DRIVE AND sate I'•xo' t :'a- .•1. I: e.' HEATHER GREVE; TA FEET SOUHWEST FROM 6 FEET TALL TS UTILITY STEEL BOX. D1.4] UP BASIS OF BEARING: THE BEARING OF NORTH GO 00' 50" [A5, MR THE WINUNFNT S S =Vt UNE /SECTION LINE OF UNION AVENUE AS SHOWN OH ENE REP M L slM TANKS NO. 9315 FILED FOR RECORD IN BOOK ]TT Of MAPS AT 6 x zs9.e PARES M B 45. SANTA CURB CWNTY RECORM. WAS TAKEN IS / nw. NM ME BA93 OF MACHINE SHOWN HEREON. I� 1. W NM 2b.]I(Yxj MI CIF 12 _ x w a i N o <��RR ♦ LAND pWPi � cRny� a ]1Bf TIP A x f M'l !P �� CFCALa W Ln U u J d N Q Q w z UOw� Oo'a¢ Zj d z U 0 z 0 v 020 Q y L% Z O N Ln Q Q Q Q Z D m Drawn AS SHORAN CIIeYkeE YI cc Lae Nx An... TS -1 I M I SI,l- A I B r. D li z I I CRWUUM SAM D ON 5]]-N -ON3 B a 5 6 l� FROM JOHN CIMOG SUNNI AN 527-N-031 WRNRM MITI S/ NELSON MONAD ON 527-41,1466 —Z S m PURUCt MIN' FASEM6NT (NE) ENISNW ROAD LFNEWX[ UNION ORCHARDS TENTATIVE MAP (ONE LOT SUBDIVISION FOR CONDOMINIUM PURPOSES) fiN Ct"L NC uNNw TRUST AM ss] -u -0u I I W SN 527NU U Nil ON1NmU DROSR AM SR] -N -019 ON 527-N-050 i UNG A w H VICINITY MAP NOT TO SCALE p GENERAL NOTES pgpc 1. NAP IFFPMEO m: NpW.CH- LEMIX, STWmUMI R CWIL RUMORS. INC. 260 MFRIMN AVENUE. SR SSp, PALO AL10. Cl 91 t� lm['RO lra iO lWP6�tii PHONE: (650) 617-UN CONTACT PERSON: DANIEL G. IFMN 2 SU9pNN[R: VAIZEYME INVESTMENT. LIZ 915 SUNNINHCTT LOOP, 5NI JOSE, G 95125 ): .... i PHONE, (408) 705 -6666 CONTACT PERSON: SHON WANG KIM MR: VANEYONE INVESTMENT. Ut 915 SUN9pNNET LOOP I PERSON: I! - PPHONE: )GS -ease _ COI PFASON: SHAWN WANG r a. AP.K 5Z2 -u -011 INOUIN IELVTX R (W)/ 54) -N -0II I52> N -011TS) 5. EXISTING Ill CMMEG34, RESTAURANT OT 1 FOR CO DOMI MUM PUR OSES 6. PROPOSED M SUMG E -FAIR RESWENINI USE t .,'f...n 2 ROM )ONE x R. EXSIWG ZONE: Cl I I R. PROPOSED ZONE: Cl I - IR. WATER SUFPO: SAX NEW WATER WMPANY N w,E f aT 11. STORGE NSDOSAL W[Sf VALLEY URINATION GNTNNT ON, YI mrE 17 (Ilrr Aj 12 STORY SEWER fACINY: imRi Of 1p$ GATM } NrU " :I I 13. IYPR%ENEN19 i0 RE WIRED: NO NEW 9111115 y 12. PROPOSER Ut I Lm FOR Cg1ppGWUY PURPOSES IA PROPOSED UNITS: IMP TO R CDIIDOIHWY UNITS TOTAL ACREWE: 0.7511 F : NNK I ... { : . .. 3,NmM11Y EASEMENT (Pm) : ABBREVIATIONS s - — N W T 1 .. APX ASSESSOR PARCEL NUNmR r 12-m: g a N AUHC \ E CIECIRICAL a. EXISTING 1\ }s z ># s EIOSING PL IM s TINE HYORW1 #t*, Im Ixrcm S IRR IRIOUT PROPERTY ONE IM C flRM RIIGm OFATION 50 STORY M WAY all � � '� = Sr SOWAE TEEM AIN :_°3- -- •.... .. / SUM SAI w INNER YANHmE .y. .._. Y— 'W.':_ .t:— ..... .� q. W WATER UNION AVENUE 0ING IW1E UOClTOH OF LEGEND " s ACROSS SHOPPING STREET FROM MrvEwp pOPWIY ONE - -- " N _ ACROSS ifY STRFR fAOY A NKEWT P 156 UNION AWNUE PRDPERtt PROPERTY �..� `." FINE "YED Yrt - NORT UK UM - _.� STONI NOUN , v V 0 EO' 30' 00' NOR —W ..... �... .1G I- 30' mYH �15 SSNN WAGER METER (m UK) 0 lq; 0 �I 2 W _ R Nc .R m' Sa $o� Q N W M 7 Un g Q w rn W = Q U O O 0 90 :D Z E W U ,, n N O J 3 4 5 fi A Y '6•olP.is s -o aos AW 2699' INM2i6:6 -::.. 1 =' :V::: s 156 ST FF= 271.95 UNIT 5 (TYPE 'B.1') f 71.95 SF FF 271:95 I FFz272.75 I a I L FF= 272.75 UNIT T IT 3 q UNIT 4 (TYPE B) ( YPEB') (TYPE 'A') a; (BMP UNIT) :ro is _ 6bIM%IF � 3 OOi W 2M6.15;$ MfIWLLEAIIMI SYSTfMf NNILiAIION�5Y5RTLYE ....... X ' 2, If 'ary. 16].1 i0P 1]10 WM I p i0G ill0 TYPICAL SUBSURFACE INFILTRATION SYSTEM CLEANMT TO MOE r FERfIWAiED P '•. 2]09 i -r ni Ypli(LH SOBSORf STORM DEAN MANHME ,OO, IHfilf s &PER .6. SF FF 271:95 I FFz272.75 I a I L FF= 272.75 UNIT T IT 3 q UNIT 4 (TYPE B) ( YPEB') (TYPE 'A') a; (BMP UNIT) :ro is _ 6bIM%IF � 3 OOi W 2M6.15;$ MfIWLLEAIIMI SYSTfMf NNILiAIION�5Y5RTLYE ....... X ' 2, If 'ary. 16].1 i0P 1]10 WM I p i0G ill0 TYPICAL SUBSURFACE INFILTRATION SYSTEM ABBREVIATIONS & LEGEND CATCH MUM CLEANMT TO MOE r FERfIWAiED P '•. i -r ni STORM DEAN MANHME ,OO, WATER METER &PER .6. - - -. METER PERFORATED PIPE – IIW 6fl gg MRM DRAM TINE oEVI Y15 fi WATER UNE —w- ow BACK Of WMA DIP Mau IRON PIPE DWY MKNAY �: C+ .• DARk1 ,NS 94 R ELM LINE NY Twr I U, UNEAR FMT :- fpl W PAYMENT s SLOPE ED STORM DAN! sOMH MEN MIN WNNDIE SF SQUARE FEET 55 SMEARY SEWER TC TOP Of CURE W WATER y _. _ y ^5959LE 'ANOO"M 6N 27021 1:.. •_. _`.0 '. '. ,:..... -:'x.a .I I .. 650*32 R 61M X83 , t W W , 1 � �:W g i W a ID N na N[[f N W ,. a t s _.. ..'....I 1 .,...... 3 .... __... ........ #. g$ k ': p$ � IXY 260.11 12 M $ z INI 35].61 G. u• iNWI) 7 .� -.. t N I ON AVENUE o, ........ , Rt M: IXt 16, ID13 - I I />am �,_ . ABBREVIATIONS & LEGEND CATCH MUM CLEANMT TO MOE W JONC11aN ear P' ROCK RIP RAP STORM DEAN MANHME ,OO, WATER METER WMETENTWN - - -. METER PERFORATED PIPE – - - - - -- SANITARY SEWER UWE gg MRM DRAM TINE WATER UNE —w- ow BACK Of WMA DIP Mau IRON PIPE DWY MKNAY fR. GISTING ff FMSH iLODR R ELM LINE NY Twr In IFRMATION U, UNEAR FMT RRf. PE6MHD W PAYMENT s SLOPE ED STORM DAN! sOMH MEN MIN WNNDIE SF SQUARE FEET 55 SMEARY SEWER TC TOP Of CURE W WATER NEMRIN A- D 6' Id Is• 1V rr�: ❑i ❑ 2W =3 m: ua x W;E. S:R3R II%I° O. a.z Z CL CL ZN W m Q Z W fT QU V Z 00 WOZQ Z c O L W w CL SONI OWN C1.0 1 DI 3 SAb E F 3 9 5 6 RA , W16.2013 -I UNION AVENUE xaanR �I�I o s 1d iS 2W �1 ju G AREA A H 516 SF 2.653 SE 2,565 SP 2,370 51 5$ 3 5P 2653 OF 6806 SF 1.0.5] SF 5.]p SF 4,372 SF 1.973 ST 10,102 SF 5.73] Sf 16.119 S 3.052 OF 2,271 SF 2.666 Sr 5,501 OF 3,052 SF 6,353 SF G A , 3W _ 2� 3; Owl AIR m I m v NO 'B242 N W M MIX Q W CT TQ U u 00� Z Z H moZ) u 0 MaC2.O ] OK 3 P. fAKAFIF �� UNDSCAPE PAWING LLL.�JJ RWF ® TOTAL IMPERVIOUS AM TOTAL PERVIOUS AREA TOTAL AAG H 516 SF 2.653 SE 2,565 SP 2,370 51 5$ 3 5P 2653 OF 6806 SF 1.0.5] SF 5.]p SF 4,372 SF 1.973 ST 10,102 SF 5.73] Sf 16.119 S 3.052 OF 2,271 SF 2.666 Sr 5,501 OF 3,052 SF 6,353 SF G A , 3W _ 2� 3; Owl AIR m I m v NO 'B242 N W M MIX Q W CT TQ U u 00� Z Z H moZ) u 0 MaC2.O ] OK 3 P. AREA B CpICAEEE UNOSGPF LLL.�JJ PARKING ® ROGF TOTAL IMPERVIOUS AREA TOTAL PEWOUS AREA TOTAL AM H 516 SF 2.653 SE 2,565 SP 2,370 51 5$ 3 5P 2653 OF 6806 SF 1.0.5] SF 5.]p SF 4,372 SF 1.973 ST 10,102 SF 5.73] Sf 16.119 S 3.052 OF 2,271 SF 2.666 Sr 5,501 OF 3,052 SF 6,353 SF G A , 3W _ 2� 3; Owl AIR m I m v NO 'B242 N W M MIX Q W CT TQ U u 00� Z Z H moZ) u 0 MaC2.O ] OK 3 P. AREA C CONCAEIE LANDSCAPE LLL.�JJ PARKING ®J AWF TOTAL IMPERVOUS AREA TOTAL PERVIOUS AAG TOTAL AREA H 516 SF 2.653 SE 2,565 SP 2,370 51 5$ 3 5P 2653 OF 6806 SF 1.0.5] SF 5.]p SF 4,372 SF 1.973 ST 10,102 SF 5.73] Sf 16.119 S 3.052 OF 2,271 SF 2.666 Sr 5,501 OF 3,052 SF 6,353 SF G A , 3W _ 2� 3; Owl AIR m I m v NO 'B242 N W M MIX Q W CT TQ U u 00� Z Z H moZ) u 0 MaC2.O ] OK 3 P. 0 =q� a 3 � S • < m Svc <e S : R8e Z g a J 0 N N W M F- w Z o Z <W Ow a ce000 LLI Z Z O QZ�u 3 ^� O c J L LO LA r I /3910x11 1 C3.0 3. 3 L EX, 2 -STn RY RESInEN CE EX. 2 -5TOi' Y RESIDENCE d s T5 GP 1 RL9TALL UNIT. '9f14RT IEgRiGATION CCXiTFOLLER W RAIN SENSING [}E VICE IN '. U NIT 5 GARAGE ' �Q UNIT 6 SENSll•IG DEVICE -1 W GiA E. RESIDEN CES� NSTALL --'T, ___ GARf'6E I UNIT 7/• ' GP 4 ;,.r." ftN/ ; GP 5 GP 2 ri u T2 T3 1 INSTALL ifflT LIHR 01AA 4 5TA QJ PEDESTAL EENTRC LLER R1 /RdIN OUNT, COHHON AREA jEN5RG OEVICEJNS GATICN 6MART' IRRIGATION GP 3 R w /.RAIN TROLLER. N / PLN /RAIN SENSING � DEVICE EI UNIT 1 MStALs"CT UNIT 2 UNIT 3 SYART' ZRIATYG 3 ''\ 32 I UNIT 8�-R GP 6 UNIT 4 EX, C0MMERC €AL SLDGG I { -- YAC{RT FORMATION CCPMOLUM W /R.AMSM.A OVERW.. SVOTCA EW ATHOSP"ERIC vAriLl t ERENCER vERIFT SIZE, PRESSURE E LOCATION IN 1 f - —ntw IPwa.wll�n uwltTe ntreR R AVENUE f'J. t 1 FIELD W/ JOE SUPERINTENDENT. _ _ OIO IN FIELD W/ JOB ® pSTATIDN TNNRR' X.fOREw'ALL AI(NNTSEAN R �tlINtl1.ER SHRUB &TREE IRRIGATION YDNE TO BE SCREENED W/ 5 GAL. NEwN'aTER AIETER.aT.RII'Y I.(lC.\l' ION. [WAI . aNOPRE5SlME I SUPERINTENDENT. I 614me5 IRRIGATION ZONE LEGEND YAC{RT FORMATION CCPMOLUM W /R.AMSM.A OVERW.. SVOTCA UNION O] VROTFRMENCLOSUNE —ntw IPwa.wll�n uwltTe ntreR R AVENUE UODELL MRaMSSSIACTUPPYNC -SEN SEEPL{N TOR L(%' \nON. T TJ OGatvaWZEO E[eoW _ _ OIO IN FIELD W/ JOB ® pSTATIDN TNNRR' X.fOREw'ALL AI(NNTSEAN R �tlINtl1.ER SHRUB &TREE IRRIGATION YDNE O NEwN'aTER AIETER.aT.RII'Y I.(lC.\l' ION. [WAI . aNOPRE5SlME I SUPERINTENDENT. I IRRIGATION SCHEDULE DRIP SHRUBS TREE IRRI(i.aTIDN ZANE E I N/ IDN SUPERINTE T NEXT NDCINSTIE UK'{TE &f(1NNEC'T NEXT Tp RFSNEMIaI. \14TGRS. 3 I ATMO$➢ERICYACWMBREAKER HYpND(.ONf IR IDN ESTARLISHA1FNf PFAICq £I pPGNEST 3a STaT1ON'HUNTER'LCURE STAINLESS PEp£STnLAIfMMILYMR.ION . aREa ©GA(VaH1ZEUHIDtt[5 O3 RA vE SeUi DFF I(vAI TYPE nTE' SPRMq SUAIAIER iill p9NTIX SPRRIG SUAIAfFR TALL aa'INTER SUNISRED FILL AIP RDi {TDR I.iwN1RRI(i.anDN l[INE O YAC{RT FORMATION CCPMOLUM W /R.AMSM.A OVERW.. SVOTCA q O O] VROTFRMENCLOSUNE • LL PLaNTE DARE {S SHALL RE WATFREpRYAN.\UffMl an(' I UODELL MRaMSSSIACTUPPYNC -SEN SEEPL{N TOR L(%' \nON. T TJ OGatvaWZEO E[eoW UNDERCkDDNDHHRM( TIDNSYSTEM SALaRTIRRIGanDN ® ® pSTATIDN TNNRR' X.fOREw'ALL AI(NNTSEAN R I q 5 G Gg1vaNIlED Urv/DN pYERIUE DEa'ICE. ALL GROUND IXT'ER.iRE6 WRL HE A R OVER E ggpyE E I IRRIG.'TED ON SEP.{R{TE a'{UTSYSTQdS. • AIDDELM1X('PIIB- SOUR�SVN('�SUN. S£EPLINRAL(CFDONS, p pPGNEST ©GA(VaH1ZEUHIDtt[5 ALL IRRICAnON HEADS M PROIME UP {b M UP DCYl TR.SOP THE SYSTEM SNALI. BE TO GLLED W CONFORMANCE wl N NEW .aTNUANTERIC lla , IBRE\KER DAC%nOW SIMPER CODES P P c I © c9NCCeTF InRU51 B10Cx5 ALL LOCAL CODES CMDM{NCES. 6 p BRONE ELATE \'.LL\TINAMETEKWXWIM(AAa'E'L 6 J I v g g gCaDARDR 30'etvUNO UNIT EBUMVIEWR15 GALLON SHRWS NNILEPROa'IpR1OAtt£SS S S {RIESIZ.E ASbMT(E1110.'I'ItEVEMION DEa'ICE —III— I III —III — III -III Q TO THEN W WILKINS PRESSURE REDUCER .ASSGIRLV IS REQUIRED T PRESSURE — — I Q DNSNGMUf EXCEEDS RII P.S.L; SET TO R) PAL' - -- SUP 40 PVC SLEE%T_ BURY E+' DEED' UNDER ROAWAY AND p p_Gyt r rvJrt COMMON AREA DIUP 2011 2511 201, 151, CDKIKJON .1 STRUBS R4 M DO f fNTRLL fi MN ABOVE XIGXESTOVrtET •111 INDICATES STAnONRFN TDITICYCIES PEROaY SEE SHEET LP -3 FOR FOLV APPUC AnoN FOR EACH HYDROmNE 1RRIGal1ONI lLAE 1 DAYS'PERATER •• ACTUALRIMTMMA MAYYARYN ACCORDANCE wTrxYARYINfisrrECYIMmnNS. nls ETWU & MAV CALLS. ATMOSPHE RIC VACUUM BREAKER THE RESPONSHITITYOin£DNSI WA ER n1AN. rRmo nxvmT mnmlRN mDS. WT TOS w(E v 3 5 c° 3 S a u W 0 0 0 0 I 0 E Z 0 f fNTRLL fi MN ABOVE XIGXESTOVrtET •111 INDICATES STAnONRFN TDITICYCIES PEROaY SEE SHEET LP -3 FOR FOLV APPUC AnoN FOR EACH HYDROmNE 1RRIGal1ONI lLAE 1 DAYS'PERATER •• ACTUALRIMTMMA MAYYARYN ACCORDANCE wTrxYARYINfisrrECYIMmnNS. nls ETWU & MAV CALLS. ATMOSPHE RIC VACUUM BREAKER THE RESPONSHITITYOin£DNSI WA ER n1AN. rRmo nxvmT mnmlRN mDS. WT TOS w(E v 3 5 c° 3 S a u W 0 0 0 0 I 0 E Z 0 LAWN OR GROWO COVER <hP.) V!" WIDE w 3/4" DEEP SCORE NOWT, SEE PLAN FOR LOCATIONS 1/2" ASP. FBR E.J„ SEE RAN FOR LOCAUONS COLORED CONCRETE PAVIWi W/ NO %6" x 6° W WTI COLOR TO SE: DAYS ROBS -ONE• MEDIUM BFGCT TAMS. 4- CLASS II K!. SASE, COMPACTION PER ENGINEERS WOOF ENDATIWS a GEO -TECH REPORT CONTACTED SUBGRADE MR GEC -TECH REFGRT 1 COLORED CONC. PAVING SCALE: IN: 1' - O" 131.61 CONCRETE PANNG 4" AN 4" 50. STEEL POST W/ PREFORMED CAP TO MATCH WOOD FENCE POTS 2" A 2e SO STEEL GATE FRAME IN IN V SLATS BOARD ON BOARD (TYP I LAP MIN. I', SECURE TO STEEL FRAME I" x 4" FASCIA BOARD FRAME AROUND GATES HEAVY DUTT LATCH HEAVY DUTY, SELF CLOSING HINGES 3 MIR MR POST 4"Q MIN HEAVY DUTY SUPPORT WHEEL I PER EACH GATE �•7�ii- 7•F���.fNw�F-Ii� i��I_riT� ==1 SCALE: 1/2" = I' - O" 23031 TRASH ENCLOSURE GATES D FENCE SAMPLE SCALE: I/-- = I' - O" 2" x 4" TOP RAIL WOPH CHANNEL GROOVE AND P X I" NAILER WNW F D.F. POSTS AT V -O" O.C. (TTP ) I" x W SLATS -BOARD ON BOARD (TTP.) 2• . 4- BOTTOM RAIL WNTH CHANNEL GROOVE N I" x I" NAILER 2e x S. KICKSOARD CONC. FOOTING STAIN FENCE W/ 2 COATS SEMI- TRANSPARENT STAN 'CASOTS• DRIFTWOOD EiiiAY CHAMFER TOPS CP POSTS (TY1RJ 4N4" RAILS ON 45 OE4 NYdE TOE NAIL TO POSTS 6 "A6" P.T.D.F. POTS AT V-0- O.C, (TTP ) 2 COATS SEMI - TRANSPARENT STAN CAEOTS' DRIFTWOOD GRAY SEE PLAN FOR LOCATIONS. FINISH GRADE b" CIA MIN. 2' -3" DEEP MIN CONIC, FOOTING -\ SPLIT RAIL WOOD FENCE SCALE: In" - P - O• 01.44 SPLIT RAIL WOOD FENCE 1013 WOOD PENCE IRRIGATION NOTE ALL PLANTED AREAS, INCLUDING CITY RIGHT -OF -WAYS, SHALT. BE FULLY WATERED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO COVER ALL PLANT MATERIALS. 'SMART IRRIGATION CONTROLLER TO BE INSTALLED ALONG WITH RAIN SENSING OVERIDE DEVICE. ALL LAWN AND GROUND COVER AREAS WILL BE IRRIGATED ON SEPARATE VALVE SYSTEMS. ALL IRRIGATION HEADS TO PROVIDE HEAD TO HEAD COVERAGE. THE SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH ALL LOCAL CODES AND ORDINANCES AND WATER EFFICIENT LANDSCAPE ORNINANCES.. LIGHTING NOTE ALL PEDESTRIAN & AUTO CIRCULATION AREAS SHALL RECEIVE LIGHTING OF A MINIMUM .5 FOOTCANDLE. ALL LIGHTING SHALL BE DIRLT TI D DOWNWARDS AND GLARE SHIELDS INSTALLED WHERE APPROPRIATE. INSTALL PER ALL CODES & ORDINANCES . PLANTING NOTE ALL UTILITIES SUCH AS 13ACKFLOWS AND RAISED VAULTS/ BOXES WILL BE SCREENED BY PLANT MATERIAL. NO SINGLE SPECIES OF TREE OR SHRUB WILL COMPRISE MORE THAN 50% OF TTIE TOTAL PLANT PALETTE CATAGORIES. 33% OF ALL TREES WILL BE A MINIMUM OF 24" BOX AND 33% OF THE SHRUBS WILL BE 5 GALLON. DEEP ROOT PLANTERS WILL BE USED WHERE TREES ARE PLANTED WITHIN 3 -0r' OF THE CRY SIDEWALK MAINTENANCE SCHEDULE WEEKLY: MOW AND EUCE LAWNS: REAIUYE ALL A -LUS: INSI'E(l CIANTROLLM INSPECT SPRAY. SIBRLER HEADS AM) TRIP EAIM T HIS ANU RERUR AS NECESSARY: REMOVE ALL DEBRIS: RENIONTANUREPLACEANYDEAUPLANN MONTHLY: EERTILMLAATNS. BI- MONTHLY: i ERTILIZF ALL GROUND LOATH. SMURi ANUTREES YEARLY: AERATE LAWNS: ADD NIN.CH EITHER NARK OR C'ONMOST TEST £ACCVM RRGXER. PRUNE TREED TN WTNTF3t MSrE(T EMRIE SI'I£ WI'IRAW'MRY REPRESENT.aTR•E UNION ORCHARDS COMMON LANDSCAPE ESTIMATED WATER USE & HYDROZONES PLAN' PLAN HYUROIDNE.AREAI FAC'TORX IM1RA2l1N[TITE TACTOR A:Or1.ANESC'APEAR£A HWRAAWIT AREA Hl 21'hrn BOTAMCALKW COAINIONN.AAfE CONIAION AREA SHRUIN THU .i l4umu'I4aarvYeu,virn' tools lrAfPOnn LOW RATER USE Rl S. 140 ST 09'41 IS42 BNI >eliar Mnynalin E --- I'-- C-111111- N3 SP.ACTRI SM O BOTANWALNAAIE COAIMONNAAIE CYMR.ION.ARE, SHRUBS NCR. x. UY- a -Rganz DYETWia NIDU W.ATERLFE OS )({I ST (SA2 Iq0 BUBBLERS At" 6, h 1.1PApermmjnan"oiE¢ SR, lumim N-3 S-1 Violn PROPOSED mms ]fl'O.C. SYMBOL BOT.ANICALNANIE (TIAWKI.NAAIE ®K "NEft"Te... RR. PONT Pan L,1yof the Nile LOWWATIERUUSE oa 1031F DIx1 211 BUWNISRS 0- .1 a m wo l i. CA- N n.1- Uifn.I FORINT. iu S CaHANNEO n viminLn Lin.111M1n Nd I . m VeuXT.. rliy IS E Ie- AAmryemJ 'DOM TREES IF @Aston karvinvm nntiv,WT UVry IT. Eryaimlm HmMa Mwlve' OOUWAMAUSE OS 6f SF (NM) 3x BUBBLERS . 21 HeliXrvA.vrnvm W- OM (te $I Hem ar. N 5 w MIT, 32. IUntr¢plrnv Celfify C91i(nm ia(hny Rob 21.L- W,Ingm LiTeMer 24 . LNUMNUmpryniwm'Texanum' Chia., Inv, xS LwX,Ciy.lec' TRN -=fl ER[RE Ol zd25T PAN) IW ROTATOR 2A. PelPOE,trr. rm..- NP- Aee.m svEnu. TOTAL. '04 EINTIMATED TOTAL WATER NOR: 420 X 0.62(ZK ) = ]9.9.i0f.AL /YEAR M Ax IMU M A PP Um WATER ALL DWAN eE 429 X 0.121(O.x X 6.1. IF) X R SF11 - 111,191 WT. /YWR REPRESENTATIVE PLANT LIST PROI.OSEUTREFS 21'hrn BOTAMCALKW COAINIONN.AAfE _SYMBOL ,lVY1 THU .i l4umu'I4aarvYeu,virn' tools lrAfPOnn R.LUna'SammF' Ssar.rea lapel ('.Plan4nuv xvfolia blwtlyaW' L.Re -Pla"e Arcs �� U. Magnolia suM1neeant >eliar Mnynalin E --- I'-- C-111111- PRDPOSED DROUND CCII I I SP.ACTRI SM O BOTANWALNAAIE COAIMONNAAIE I. OUA,uPM1YMCT<E,NKcRPr NCR. x. UY- a -Rganz DYETWia 1. rngeria tM1ilnenry O.- AMelA., T . (immia ITF. ca-m S. AIY"Nrum rarviUlium At" 6, h 1.1PApermmjnan"oiE¢ SR, lumim 1 S-1 Violn PROPOSED mms ]fl'O.C. SYMBOL BOT.ANICALNANIE (TIAWKI.NAAIE ®K "NEft"Te... RR. PONT Pan L,1yof the Nile 9. AAPUrepus JensiMms NlYYY AIYeh ASraramis m. ..e III I. HAP'."EmAke nimeai 0- .1 a m wo l i. CA- N n.1- Uifn.I FORINT. iu S CaHANNEO n viminLn Lin.111M1n N.NW.WL I . m VeuXT.. rliy IS E Ie- AAmryemJ N. uiI Re, IF @Aston karvinvm nntiv,WT UVry IT. Eryaimlm HmMa Mwlve' Iavmtln •met iEmiexwinriawrynmila in x I. Im 1 9AI. . C- IRllv . 21 HeliXrvA.vrnvm W- OM (te $I Hem ar. I A. w MIT, 32. IUntr¢plrnv Celfify C91i(nm ia(hny Rob 21.L- W,Ingm LiTeMer 24 . LNUMNUmpryniwm'Texanum' Chia., Inv, xS LwX,Ciy.lec' Oia.IL.iIYTUF 26 U.'eR.nmvlu.ER, E n. L.11MIIm 2]. Olean) D.Tillle one U.wr(Ix- 2A. PelPOE,trr. rm..- NP- Aee.m svEnu. Emuran Orms 10 . rA.- ; -NMri. New Lalme P. 11. Pi- ---. -, rirMNM.m, 1x. R,nanpp, RW. Y,..... 11. R:minalmlR.R[I.il1S Rnv , 3d. mvia lm"Pho Al-LE 6'. 1, 15.suzvinin ldraxiva MmAerm.lmt r.11nvt AIOD. 1 G 1]. TH.Ne'Mee. S-eliO ie CALCULATION REFERENCE Sim WANTfrY R•ATERRTA 21'hrn THU LAW Ed'&rt THU LOW xren TAO SIM 24^ BY, TRU Mob 21'lAe TPA AIDE. 512E SP.ACTRI WA'RYRLQ. 10 1A.0C LOW FINS x-OC LOW' I . IFO[. MOD, IC, 3R "D.C. LOW Ir. ]fl'O.C. MARL SRE. QUANTITY W'ATERRFA 1; THU LOW IA. THU MIN, I C. THU LAW IAN THE MOU IC. WE L00. ID THU LOW 5E. THU LOW I A. TWO NIAU TED LSIN IC. TBU D)w 5 THU MOD 50 THU MOD. I C.. THU LOW' THU AICID C. THE 1:01I ICI. THU LAW SC.. TIM) AIOD. 1 G THU MCTU. IIi. 'NU LOW 513. DID A•. MWv I IF TEE MOD. ICI. THU L11W' 51. . THE, LOW I r, THEN DOW SO TIED LOW ID UU 41N I ei. TBU LOW C . THEN LAW e0. TLU M. 16 TED LOW N. .11 AWARAT EST' M ATENN TOTAL XH.i WATER use cwaeutwtlo. ET.XOA'_� W - SL\'�Fs ra I¢wllowe PER vrani ET. REFERENCE EVAPOTR.ANSPIRATION(429 MODES rMA YEAR INMAN UP LOS CATC5) 062 C'ONATASIOx r.acmR(MCr2s rrn sQAllpE rrnrmcALllIN rFR S(RLARERETI Pr PLANT EM'mR rpM(AV2Vls HA: HYUROWNE.AREA [RICK, MEDIUM AM LAW WATER USEAREASI IN IODINE FEET IE: IRRIQAli EFricm,NCYIMHrumR lH1 SLA; SPECIAL LANDSCAPED AREA UQUARE OEEU MAXIMUM APPL390 WATER ALLOWANCE CALCULATION; ETOXOfi2 X 1101XLA1*(O3XSL.u1 ED, REFERENCED EVAPOTRANSPIR .AVON(1191NC'NE'PER YEAR MmWNCF LASGADR) OR: CO NrACmR I S FAATm('•AL RCQI2ARETEED 0.7 RE( EREN CT OTRAN IKBAITHA DUS TNIENFE C (MIT, LA DUCAPWAR ETNOIA (WARF iFE) 0.3 ADDITIONAL LATERALLOWAWTr(RSLA SLA SPECIE a-LkNUCAPED I pEISQUARErELT N OTE: C'A1.CIILATIONUOESHCT DICLWE INUfVIUU +1 UMISREAR VAAELAN5C aTF.s