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APPROVED COMBINE SET CommunityDevelo me men (�)qA CIL°°° PLANT LEGEND Planning Divisio - _ << U LEIN IRE << 4 00 CUPERTINO APPR «< «< �� H TREES SHRUBS QQ o «< 00 DESIGN GROUP Case# DP-2019-05, a « ASA-20*9 �� SYMBOL NAME SYMBOL NAME 3203 Lightning St.,Ste.201 // Santa Maria,CA 93455 � � � � � ® � W 805.349.9695//www.pleinairedg.com C-�0 —04 < 0 0 Z O EXISTING TREE O CAREX DIVULSA Approva I y2b' 8 - - G Tl S 1 O U TO REMAIN BERKELEY SEDGE Approva I Date 03/16/ O O— O - _OO I ~ EXISTING TREE CARISSA MACROCARPA THE DRAWING, DESIGN IDEAS, AND FEATURES OF a �o' 1 T'Z S'Z CONSTRUCTION, DEPICTED WITHIN THE DRAWINGS ARE THE Signature Gian Paolo Martire �� O TO BE REMOVED O O NATAL PLUM EXCLUSIVE PROPERTY O KEVIN J. SMALL LANDSCAPE ARCHITECT. THEY ARE NOT TO BE REUSED, REPRODUCED, Case Manager COPIED, SOLD, OR USED FOR ANY OTHER PURPOSE WITHOUT PLATANUS X ACERFOLIA 'BLOODGOOD' CALAMAGROSTIS X A. 'KARL FOERSTER' THE EXPRESSED WRITTEN CONSENT OF KEVIN J. SMALL; T3 BLOODGOOD LONDON PLANE S3 KARL FOERSTER FEATHER REED GRASS RLA 2929. ® 202o KEVIN J. SMALL 0 10 20 40 �'���������� J CONCEPTUAL LANDSCAPE PLAN - A LE : --'II = 20'-011 NORTH T4 PISTAC CHINENSIS O S4 CHONDROPETALUM TECTORUM CHINESESE PISTACHE SMALL CAPE RUSH SALVIA LEUCANTHA 'SANTA BARBARA' STREET TREE O S5 SANTA BARBARA MEXICAN BOOK SAGE DIANELLA TASMANICA 'VARIEGATA' I MATC LINE - B (SEE CLP-01) SYMBOL NAME Q S6 VARIEGATED FLAX LILY PISTACIA CHINENSIS JUNCUS PATENS T - - ST1 CHINESE PISTACHE S7 CALIFORNIA GRAY RUSH LANTANA CAMARA 'GOLD MOUND' � - - - METEOR DRIVE GROUNDCOVERS <<< S8 GOLD MOUND LANTANA « WOODWARDIA FIMBRIATA «< a a a SYMBOL NAME o0o S9 GIANT CHAIN FERN °00o I a ACACIA REDOLENS LOW BOY °°O O aQ G1 LOW BOYACACIA VINE °o W Qaa aaa G2 COBBLES SYMBOL NAME °° °°° °°° °° °°° °°° °°° °°° °Q°°° °° °°° ° °°° a ¢ COTONEASTER DAMERII 'LOW FAST' FICUS PUMILA G3 O O O O O 0 BEARBERRY COTONEASTER V 1 CREEPING FIG + . + +�+++�+++�+ G4 FESTUCA RUBRA 'MOLATE' +++++++++++ MOLATE RED FESCUE O MYOPORUM PARVIFOLIUM 'PUTAH CREEK' �r 0 10 20 40 " " ' G5 CREEPING MYOPORUM o LO Ll CONCEPTUAL LANDSCAPE PLAN - B SCALE : -' CALE : ' = 20'-011 NORTH 0 o J S3 CALAMAGROSTIS X A. 'KARL FOERSTER' GENERAL NOTES KARL FOERSTER FEATHER REED GRASS GZ CHONDROPETALUM TECTORUM 1 . MINIMUM PLANT SIZES: S4 SMALL CAPE RUSH STREET TREES (24"BOX), SITE TREES (15 GAL.), SHRUBS (1 GAL.), GROUNDCOVER (FLATS) CL 2. IRRIGATION SYSTEM TO BE INSTALLED AS A PART OF SITE CONSTRUCTION. SYSTEM SHALL BE UNDERGROUND, AUTOMATIC WITH Uj U S8 LANTANA CAMARA 'GOLD MOUND' POP-UP SPRAY HEADS, "SMART" CONTROLLER AND AUTOMATIC RAIN SHUTOFF. LOW PRECIPITATION RATE HEADS TO BE USED t � GOLD MOUND LANTANA TO MINIMIZE RUNOFF. w ACACIA REDOLENS 'LOWBOY' 3. POINT OF CONNECTION FOR WATER SUPPLY, SHALL BE BY A NEW LANDSCAPE SUB METER. G1 z LOW BOY ACACIA 4. ALL PLANTING AREAS SHALL RECEIVE A 3'' LAYER OF MEDIUM BARK MULCH AFTER INSTALLATION. Lu CAREX DIVULSA 5. ALL PLANT MATERIAL SHALL CONFORM TO THE CITY OF CUPERTINO OR STATE OF CALIFORNIA MODEL WATER CONSERVATION Q S 1 BERKELEY SEDGE ORDINANCE. Q 6. ALL PLANTING AND IRRIGATION SHALL BE INSTALLED PER THE CITY OF CUPERTINO STANDARDS AND CODES. Uj EXISTING TREE COTONEASTER DAMERII 'LOWFAST' � Tl TO REMAIN G3 BEARBERRY COTONEASTER 7. FOR SITE WORK, ARCHITECTURAL, AND GRADING/DRAINAGE INFORMATION SEE PLANS BY OTHERS. LO 8. ALL AREAS BEYOND THE AREA OF WORK THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO ORIGINAL ,o G5 MYOPORUM PARVIFOLIUM 'PUTAH CREEK' S5 SALVIA LEUCANTHA 'SANTA BARBARA' CONDITION. o CREEPING MYOPORUM SANTA BARBARA MEXICAN BUSH SAGE 9. DRAWINGS ARE FOR DESIGN AND REVIEW PURPOSES ONLY AND SHALL NOT BE USED AS CONSTRUCTION DOCUMENTS. S7 JUNCUS PATENS T2 EXISTING TREE 10. TREES PLANTED IN AN AREA LESS THAN 8' WIDE SHALL BE INSTALLED WITH A ROOT BARRIER TO PROTECT AGAINST HARDSCAPE CALIFORNIA GRAY RUSH TO BE REMOVED DAMAGE. 11 . STREET TREES ARE TO BE SELECTED FROM THE CITY OF CUPERTINO APPROVED TREE LIST. >= G4 FESTUCA RUBRA 'MOLATE' MOLATE RED FESCUE O - - - - - - - - - - _ _ . . _ . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ONM A1N033A01dW3 A1N033A01dW AlN0 A3 OA3 NtlA OA3 Mltl NV310 \ e I o .;eaoa o _o — — CITY OF C�PERTIN� �— O —♦ NOT A PART' \ PTH• v ,v PEDESTRIAN A ---------- I - - o 0 0 0 i \ .. .. ...... ....... ®.®.::: o 0 II =m .o.o:oo:oaovoaovoa0e0:0 . . ++ + + + + + + W � � s ® � o o = i SHEET TITLE W O + . + + o CON CEPTU A L +:+:*.*.* + * ** + + + + + + +++Z LANDSCAPE 00 o . .. ....... . U PLAN A.A, & C . ................................ .. �\\ VICINITY MAP Freeway 280 OWNER Bass Cupertino, LLC SITE 10121 Miller Avenue, #200 — EXISTING PEDESTRIAN PATH Cupertino, California 95014 - AND PUBLIC OPEN SPACE. T: 408.255.4100 I p I NO WORK TO OCCUR DATE 2020. 1 1. 13 21809 Meteor Dr. SHEET NO. I Q Q CLP = 01 0 10 20 40 ado _ ' NORTH J CONCEPTUAL LANDSCAPE PLAN - C SCALE : 1" = 20'-0" NORTH N.T.S. ' o I J i I T3 Community Development Department TREE REPLACEMENT LEGEND Planning Division — Cupertino PLEIN IRE I tUPERT[NO APPROVED I "'o//%I� �0` I TREES DESIGN GROUP Case# DP-2019-05, / II AS'A_2&rV9i mber(s) ❑ I SYMBOL NAME SIZE QTY. 3203 Lightning St.,Ste. 201 // Santa Maria,CA 93455 �.�- �q-04 ❑ I I o I EXISTING TREE 805.349.9695//www.pleinairedg.com Approval y � �" zl O Tl 30 _2� _8 / I ❑ O TO REMAIN Approva I Date 03/16/22 / I I / I I ❑ O EXISTING TREE THE DRAWING, DESIGN IDEAS, AND FEATURES OF ❑ Signature Gian Paolo Martire I \�\\\�III/// ❑o T2 8 CONSTRUCTION, DEPICTED WITHIN THE DRAWINGS ARE THE/ / I ��\ o„ �❑ TO BE REMOVED EXCLUSIVE PROPERTY OF KEVIN J. SMALL LANDSCAPE o ARCHITECT. THEY ARE NOT TO BE REUSED, REPRODUCED, Case Manager = COPIED, SOLD, OR USED FOR ANY OTHER PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENTOF KEVIN J. SMALL; PLATANUS X ACERFOLIA 'BLOODGOOD' 36" BOX 7 RLA 2929 ® 2020 KEVIN J SMALL =�� / / � BLOODGOOD LONDON PLANE o PISTACHIA CHINENSIS / ❑❑� I o T3 T4 CHINESE PISTACHE 24 BOX 1 ❑ ❑ '%' v���II�////%,'— I T3 STREET TREE ❑ / �❑ /�(iil0ii�� T3 / ❑ I I ° SYMBOL NAME SIZE QTY. T3 ST1 PISTACIA CHINENSIS 24'' BOX 1 CHINESE PISTACHE I I NOTE: I \ FOR MORE INFORMATION SEE THE ATTACHED ARBORIST REPORT & CLP-01 . UJ I gi I I � I IL I I I LO I / / I T3 z / ❑ ❑ \\ ��i upi�i� O T4 / U �a. LLm O w I UJ U w I � EA ❑ I > UJ ZX / Igo I 0 20 40 80 TREE REPLACEMENT PLAN SCALE : 1" = 40'-0" NORTH TREE PRESERVATION GUIDELINES Tree Preservation and Protection Plan Irrigation In providing recommendations for tree preservation, we recognize that injury to trees as a result A supplemental irrigation program is recommended for the ? trees and should be Should you have any questions, or if we may be of further assistance in these concerns, kindly of construction include mechanical injuries to trunks, roots and branches, and injury as a result accomplished at regular three to four-week intervals during the period of May 1 n through contact our office at any time. of changes that occur in the growing environment. October 31". Irrigation is to be applied at or about the 'drip line' in an amount sufficient to supply approximately ten (10) gallons of water for each inch in trunk diameter. To minimize these injuries, we recommend grading operations encroach no closer than McCLENAHAN CONSULTING LLC six times the trunk diameter, (i.e. 30" diameter tree x 6=180" distance). At this distance, Irrigation can be provided by means of a soil needle, 'soaker' or permeable hose. When using buttress/anchoring roots would be preserved and minimal injury to the functional root area soaker' or permeable hoses, water is to be run at low pressure, avoiding runoff/puddling, , would be anticipated. Should encroachment within the area become necessary, hand digging is allowing the needed moisture to penetrate the soil to feeder root depths. ❑�, '- mandatory. Fertilization By, John H. McClenahan Barricades A program of fertilization by means of deep root soil injection is recommended with applications ISA Board Certified Master Arborist, WE-1476B Prior to initiation of construction activity, temporary barricades should be installed around all in spring and summer for those trees to be impacted by construction. Fertilizer should include member, American Society of Consulting Arborists trees in the construction area. Six-foot high, chain link fences are to be mounted on steel posts, organic blends and components such as mycorrhizae and bio stimulants. driven 2 feet into the ground, at no more than 10-foot spacing. The fences shall enclose the Summary SHEET TITLE entire area under the drip line of the trees or as close to the drip line area as practical. These Such fertilization will serve to stimulate feeder root development, offset shock/stress as related Trees one through thirteen are located on the City of Cupertino neighboring property. Proposed barricades will be placed around individual trees and/or groups of trees as the existing to construction and/or environmental factors, encourage vigor, alleviate soil compaction and site improvements will include two bioretention areas that will require removal of eight trees (17- TREE environment dictates. compensate for any encroachment of natural feeding root areas. 23 and 29). Trees scheduled for removal are not protected by city ordinance due to species. Tree Protection Zones have been defined for each tree as six times the trunk diameter from the REPLACEMENT The temporary barricades will serve to protect trunks, roots and branches from mechanical Inception of this fertilizing program is recommended prior to the initiation of construction activity. root flare. Tree protection fencing should be installed as close to the TPZ or dripline as feasible, injuries, will inhibit stockpiling of construction materials or debris within the sensitive 'drip line' (whichever distance is greater). Figure 2 indicates the trees protected by City of Cupertino areas and will prevent soil compaction from increased vehicular/pedestrian traffic. No storage of Mulch ordinance. Although it is recommended that grading and excavation do not occur within the PLAN material, topsoil, vehicles or equipment shall be permitted within the tree enclosure area. The Mulching with wood chips (maximum depth 3") within tree environments (outer foliar perimeter) TPZ, the following recommendations will help protect trees to remain should grading or VICINITY MAP ground around the tree canopy shall not be altered. Designated areas beyond the drip lines of will lessen moisture evaporation from soil, protect and encourage adventitious roots and excavation occur within a TPZ. Free` O 280 any trees should be provided for construction materials and onsite parking. minimize possible soil compaction. OWNER Bass Cupertino, LLC • Any grading or excavation within TPZ must be accomplished by hand or air digging SITE 10121 Miller Avenue, #200 Root Pruning (if necessary) Inspection . A qualified arborist must supervise any cutting of roots within TPZ During and upon completion of any trenching/grading operation within a Tree Protection Zone, Periodic inspections by the Site Arborist are recommended during construction activities, • A qualified arborist must provide mitigation for any root cutting in the TPZ Cupertino, California 95014 clean pruning cuts of exposed, damaged or severed roots greater than one inch diameter particularly as trees are impacted by trenching/grading operations. . Adoption of Tree Preservation Guidelines will enhance prognosis T. 408.255.4100 should be accomplished under the supervision of a qualified Arborist to minimize root deterioration beyond the soil line within twenty-four(24) hours. Tree removals non protected trees vwith protected tree mitigation requirements DATE 2020. 1 1. 13 Inspections at approximate four(4) week intervals would be sufficient to assess and monitor the 17 Red ironbark 19.2' One 36--inch box tree 21809 Pruning effectiveness of the Tree Preservation Plan and to provide recommendations for any additional 18 Red ironbark 15.8. 12-6, 14.5. 14.2, 13-7, 122` One 36-inch box tree Pruning of the foliar canopies to include removal of deadwood is recommended and should be care or treatment. 19 Eucalyptus 20.6' One 36-inch box tree Meteor Dr. SHEET NO. initiated prior to construction operations. Such pruning will provide any necessary construction .c 20 Eucalyptus 16.5' One 36-inch box tree .. clearance, will lessen the likelihood or potential for limb breakage, reduce 'windsail' effect and 0 21 Eucalyptus 23.34 One 36-inch box tree �_ a; provide an environment suitable for healthy and vigorous growth. All written material appearing herein constitutes original and unpublished work of the Arborist 22 Eucalyptus 17.5, 10 31 9' One 36-inch box tree aL > LP 02 and may not be duplicated, used or disclosed without written consent of the Arborist. 23 Chinese pistache 18.1' One 36-inch box tree Co NORTH 29 Tree of heaven $.9' One 24-inch box tree We thank you for this opportunity to be of assistance in your tree preservation concerns. N.T.S. Figure 1:Proposed removals with mitigation .1 _ - � `•r' _ �'� '.;=_ ,fir air:_ _ y„�:+. _ .•,r.,. .; ''4 - . . -- r� '• :..• .-i,- L - �n.r.r'1:=•I l.�..•',•r Jam•+•.J,l y . --1'�r - : .. - may` -_tA,rtn''n.. a- �;� .M.',�_�.. -ti•.,+, .T_ • ..��. '`'•i''' 's M.1• •f,... r - - '.4. f ,. � 4 .. - - .`J'�`•�!4 a+.),'.. J._f L rr ,�,_. � Syr �_ 'i`# Lm h:_:>=s - e9 a _� � - 1J..4:.. ..j L. 1.•-? ii`-:i + 1 il'd'�3'..,.`� .op- :I' �S' - �• - .. ++"•.�•- -n•+r1',','_ :rJ �,r• _T.,,.v..•'.�r/��p - ,� � ., t•/� h -l�;,pT IL- y ,'f• ,'} I , ..�' �; } � -:: .}�t�• .�„JL _.1 b.,.,l r-a:.. ' �l{- 1Ny��•'Y I ��. �I�! l�J.t.l�k". :'ri �7Jy 'l r 'YY i ' Community Develo a rtment #• ,• , Jlr � -1Jt -,. a3, = tiL }.:I; fY'..,. �y • ,�` f .� �i'� �+ tit., .F, 'r��s y 4`"i r'�'Tk'',`;^3-'',�'�''.r-�•. 1'•�. �+ �1� h � - _ 2 __ +f _ PlanningDivisi n - u Ino f"r ►' _�. _. ," :` � � ; �... Iw .. ;� : A:, a � �. _ �y�nh4T. .,k LEIN IRE CUPERTINO APPR VE.D _ � TM � }_ Y �� .. • n +, � � � � ,' h y1= .x t - DESIGN GROUP •�C• {.� DP-2019-05 ?�,� x :s� —• F -.�� - -, - _ J- Case$ ` [> yN• J _��� � r '-<$ �,1� r �-- _ r 1r. ' _ o ,F 7 x i�' n "�•.�� r���r'' �r ."�h�i.'i ASA—��Drk9 ihel(5�} ''` " Y � L^�a `'� � �?` ,•tip; rl 3203 Lightning St.,Ste. 201 // Santa Maria,CA 93455 *MC0 �Q1. '�/` _ _ ' r' 3 805.349.9695//www.pleinairedg.com ApprovaC 0 0 I I � r .� 7�}.. � �, �. �.Z ::� u Y a _ �+ iV.- R • � k� 'sr�� w�y� ��• A rova I Date 03/16/22 "- '+1 r. - '.+,' ,jam+'•+. - �-. :� _ .`�;•_ ,,,p;• � ;qs '�'!i; �; n k. THE DRAWING, DESIGN IDEAS, AND FEATURES OF t- +' J.T��' ' ..� - 'i': - - �• CONSTRUCTION DEPICTED WITHIN THE DRAWINGS ARE THE t ' hti •� �� :a: �__ ;: - :P. - - {� EXCLUSIVE PROPERTY OF KEVIN J. SMALL LANDSCAPE Signature Gian Paolo Ma r ., �4t ,��, •�, - � � v �. - • I•t'f'-' d- .•,.. ' r+. - - - -�" s• `�,�,� , + � -.� � k ,�` e im ARCHITECT. THEY ARE NOT TO BE REUSED REPRODUCED •.rtl � ti, .�h: - � :� - ��*. • �. r...�.1�" .,� _-if^�•.»(.. ik„> •E- ,r�;�"�,^'±.•� ^+'�.. sue_ "d ..�{ 'n., i •;,�- •''3 •'.rt'• 'N:�r• Ttr:'`._;•. .,``f'i6, _.. ,._ -i.: x - c'r. 'sc•.. r ,:■r" _".7.r - if - .?.� ,' 'r1- , r�9" +e ' -• _w r+ •"► COPIED SOLD OR USED FOR ANY OTHER PURPOSE WITHOUT Case Man r .- '+ ,#. :��- �►`''-1 r. f ram` "=z� - .,,�s•r: �Ir ��•- 'C. �,:r_ .•�. f �.. �•�_. 1,1� ,�' T #' .. THE EXPRESSED WRITTEN CONSENT OF KEVIN J. SMALL; �.' i`J ti 4 "t � RLA 2929. ® 2020 KEVIN J. SMALL •r rr 'w J ZIP h yy - 4 ! �. {•�-_4 _ _"' y�' r" � ���rt - 't- _ - _ _ `.t ;/`F �L; #� ,. .. •4.^•t• r� .... r � I� '•1�51�.I�• vl . { ?+ f�b /i: ��'� � `. y�k' - a'�tt�•- - ' � �f1�{�+1�r¶�y�.�'I,�II ` 1:1 -,C. .'r'3, �' '.y!J v J _ _=ti ,.irr_ �Tf'r{ J J a- V .�,�_ ' •1. ...1f ` Lowboy Acacia Bearberry Cotoneaster Molate Red Fescue Creeping Myoporum Berkeley Sedge Natal Plum _- ,. lT . r ! iYIL. qlt. _�, "I I��I 'I �� •f Wk ,�.6 •.,� .z.• �"� rr f1'� I� 'f�i.• 4 ` 'n' , � + .� .,, ,. ,;. i ,' r r .� � + , � .7 °•-�� ,�. ra 4�ti:Y ��M � w`• "'` 'i{$ a,4�i - . . s� _ - - _ - - ,P - + 5� y � r ^.�� .`}r ..�r � _ 4 .�f - - ��-_lIL_• f 4 l I _ f '�r. 1 �r rr..�. `+s ` ;i. w `,�w' A +�..�� J,l' - 4. :.�.� � _ _r _�;" }�,"p�•}r. _-� :3. _ i) `} th I '1 .+` $- r. . .n. .+�- Yr - ;.5 It\ . .. n, iF ✓ c' :� `y 'rtf4 � ' 4. Uj '74' r f f 4•J 1 O LO a Small Cape Rush Santa Barbara Mexican Bush Sage Variegated Lily Turf Gold Mound Lantana Giant Chain Fern Karl Foerster Feather Reed Grass Q ~ o s' 1 U LANDSCAPE AREA: 24,494 SQ . FT. q . ' LU LU CL NOTE. >, ,, .1 t'`I'� f•, `, , :'s�'! � ,'rr {. r PLANT IMAGERY SHOWN IS REPRESENTATIVE ONLY. FINAL w SELECTIONS MAY VARY. SEE =. __ �' r z .ti_ r', LILJ CONCEPTUAL PLANTING LEGEND ' - Y`� s - �,q �• ;, Q FOR MORE INFORMATION. Pill ' .ff +r •� ti i California Grey Rush Bloodgood London Plane Chinese Pistache Ica / / I I � 0 I ! CITY OF CU P ERTl ISO � ATE-R EFF1 CI ENT LAN DSCAPE WORKS H EST I ° I a h �.• CRY Of Same I�fa6a A of erence Evaputranspirat`m [I TaI: ��� H Fars##�lantirl��rip-tion Im tuft 1welhQd -E Lrn ti0n E##i�n f [t' E.E Overhead spray -0.75 fir-xW'head Hv&caaRe J� P'kbnk lrr*w&m lrrjpbm f i5 F (PF)iE1 tsrdsmpe Arne FrAF-a Estb mat ed Tbftl i.) front Ia-An mr drip 0.�1 for &p / (FimvnrlS factiar medsdia efF�nry isqrf .. �rInIs Water DE Z! Z-) medium 4a�r �e pl3nting SHEET TITLE / DexCF! 0115 2 f PF? I IZIZ I FrWLI I E Re�r�dr� 13irw PLANT IMAGERY Vcry LD* a 1 -aria a 19! 12 ii - - - E rWU j�,nnrml Gallorts s4-2gwred f WAWA(Annk� cal Wrt3 glowed) - & AREA MAP I t� a= �r - ��t 025 - - - _ EtD x 0.6 2�c f r� .z Area =JEW) I �•.62I , 1 Er,� Y L��— ��i�r�� +� ��Il / I *Pisre a 6- Ls a conversion far :)r Ahe-e 4.6-2 u a e�r�{a�#flr �►,at «Twee - G 3 ��� Al �ti - Q ? �Q }�1 fa`3 d19 �M� aOr*4rKhes per 3r-re aff� Ines per arse par vear La p!juns pu square 3 e h4 d iIrn 0.3 =;'2 a R1 a � IL 2&-00 7W.24 2i,1iZ ai wr faf to �Iarps�r s-quare-foaa +�t �r ysr. LA is t� total �ndscape a rea in I ©, +gar•=-T;Pxo -D 12 Rri a w - - - Per square Oeec, 5LA is � taml special landscape arrea OWNER Bass Cupertino, LLC I.... T�xa� "ZU w 9.393 � 'a3 55 r 5i in square feet, and ETArr is -95 fcr rarde ntial area �' and �.�� fir clan-r'esid~errtial aFe�. 10121 Miller Avenue, #200 / 5.p-xiid Lendsrspe-A per Cupertino, California 95014 e - - E7NP Ca I nil a ti o rks: - T. 408.255.4100 I werage ETAF for R eular Lamk� Areas mu# he 0.55 ur twaaw for resat-nuai areas, aryl G.a5 or �lo� for rwn- DATE 2020. 1 1. 13 - - Tesi�rrdal aM� 21809 SHEET NO. III Lampe leas ReCular I }55I1 - qo1 Tyr■ =Tr-r- r sl ���3-31s �a b!F'--AF r 4r-a Ia, g-i@3 R5 _ ErWU I &I '263'557.64 TOI -1! !-,+C. 2A.494,00 Ta tr ire- IL, 14 ��.W CLP = 03 axiY uzirl AMcw cd 4� ak-r A&runs oe tF� AW A1r 309372 32 -, .• � a;, z} .ELF ti ' L] LANDSCAPE AREA MAP _ t_ ; ��= -�I (1-39 = �1 D38 NORTH Co -nma-r,ty-Eeve-I-upTrl-ent-E)-e ra-rt m e Planning Division - Cupertino CUPERTINO APPROVED Case# P-2019-05, NSA-2014mber(s) 13ja )( ja IRE ja SE LIz S �rl:DF P 1::31E 1l8ApprovaI - rzli9aN Approval ate 03/16/22 Signature Gian Paolo Martire 10655 MARY AVE , Case Manager CUPERTINO , CA 95014 04TM2° SELF 570PAgr BAY AREA SELF STORAGE A [w 10655 MIN _ 'El o z ` 4 � mow• 40 DIRECTORY PROJECT DATA VICINITY MAP SHEET INDEX OWNER CIVIL ENGINEER BASIS OF DESIGN SITE DATA BUILDING AREA TABULATION ( Square Feet ) ARCHITECTURAL BASS CUPERTINO, LLC SANDIS REQUIRED PROVIDED LOT AREA 175,735 SQ. FT. µ' - A.1 TITLE SHEET 10121 MILLER AVE.#200 636 9th STREET .; A.1.1 COA-PUBLIC WORKS CUPERTINO,CA 95014 OAKLAND,CA 94607 ZONE P (BQ, MINI-STOR) 4.03 ACRES SELF OFFICE & GROSS - A.1.2 COA-ENVIRONMENTAL FROG. DIV. PH: (408)2554100 PH: (510)873 8866 FT. ABOVE FT. ABOVE BUILDING STORAGE RESIDENCE AREA A.1.3 BMP FX: (408)966 8425 CONTACT: RONALDSANZO STRUCTURE HEIGHT 3O 3O A.2 PRELIMINARY SITE PLAN CONTACT:CURTIS LEIGH EMAIL: rzonzo@sandis.net NATURAL GRADE NATURAL GRADE EXISTING BLDG. UNIT COUNT 52 A.2.1 EXISTING BLDG.AREA DIAGRAM PH: (408)350 5354 FLOOR AREA RATIO 1 .0 0.95 166,845 S.F. A.3 FIRE ACCESS ( ) NEW BLDGS. UNIT COUNT 1 074 BUILDING A 119,747 10. 7 A.3.1 TRASH ACCESS PLAN EMAIL:Curtis@hunterproperties.com � -��" �� -y , ; .�•'� A.3.2 EASEMENT PLAN LOT COVERAGE (EXCLUDES LOADING TOTAL STORAGE UNIT COUNT 1 ,126 1st LEVEL 38,809 0 ARCHITECT LANDSCAPE AREAS, RECESSED ENTRANCES AND 40% (70,065 S.F.) 40% (70,278 S.F.) ,, ,: , - F: ' A.4 PRELIM.FLOOR PLAN BRUCE JORDAN ARCHITECT PLEINAIRE DESIGN GROUP COURTYARD) 2nd LEVEL 38,969 0 ;f - A.5 PRELIM.FLOOR PLAN SUITE 201 131 CALLE IGLESIA,SUITE 100 3203 LIGHTNING ST. � o .�' .- o ' r--, ' SANTAMARIA,CA93455-1805 SETBACKS : PARKING PROVIDED 3rd LEVEL 41,969 0 a \ ' �� ,¢ - A.6 PRELIM.FLOOR PLAN SAN CLEMENTE,CA 92673 4 _ A.7 PRELIM.FLOOR PLAN PH: (805)349 9284695 89 STANDARDS OR LARGER 34 BUILDING B 0 28,568 �. A.8 PRELIM.FLOOR PLAN PH: (949)388-8090 FX: (805)928 4689 FRONT 40 FT. 40 FT. ''� !�' FX: (949) 388-8290 � CONTACT:BRUCE JORDAN CONTACT:KEVIN J.SMALL SIDE 5 FT. 5 SF. VAN ACCESSIBLE 2 1 st LEVEL 14,234 0 - -- "� ' ` ' ' _, ; A.9 ROOF PLAN CAROLINA PAZ EMAIL: kjsmall@pleinairedg.com - y A.10 OFFICE FLOOR PLAN E-MAIL:bjordan@jordanarchitects.com REAR 10 FT. 0 FT. (EXISTING CLEAN AIR/VANPOOL/EVC 3 2nd LEVEL 14,334 0 A.11 RESIDENCE FLOOR PLAN cpaz@jordanarchitects.com BLDG. TO REMAIN) MANAGER SPACE 1 BUILDING C 5,012 , : A.12 ELEVATIONS A.13 ELEVATIONS CODE INTERIOR LANDSCAPING 2,500 SF. MIN. 20,542 SF. RESIDENTIAL GARAGE 1 OFFICE 0 1 ,271 " A.14 ELEVATIONS THIS PROJECT SHALL COMPLY WITH THE FOLLOWING: EXCEPTION _ �- A.15 ELEVATIONS THE CALIFORNIA FIRE (CFC) & BUILDING (CBC) CODE, 2016 TOTAL 41 MGR. RESIDENCE 0 1 ,271 '__ . PARKING SPACES TO: CIVIC 40 SPACES A.16 DETAILS EDITION, AS ADOPTED BY THE CITY OF CUPERTINO MUNICIPAL GARAGE 0 279 CODE (CIVIC)AND CALIFORNIA CODE OF REGULATIONS (CCR). 19.124.040(A) NORTH COURTYARD 0 237 8.5' X 18' PER CIVIC PARKING SIZE 19.1 PE (C STANDARD: 9' X 18' STORAGE 1 ,954 0 CIVIL CO.1 TOPO+SURVEY BOUNDARY SURVEY(FOR REFERENCE ONLY) BUILDING D 13,518 13,518 EXCEPTION REQUEST C1.0 PRELIMINARY SITE+ EASEMENT PLAN 1 BIKE / 12,000 SF (Existing to Remain) C2.0 PRELIMINARY GRADING AND UTILITY PLAN BICYCLE PARKING - CLASS 1 CMC 19.124.040 (A) 2 SPACES C2.1 PRELIMINARY SITE AND GRADING ENLARGEMENT PLAN CONSTRUCTION NOTES: 167,044 / 12,000 - 14 TOTAL 163,787 3,058 166,845 GENERAL NOTES: C3.0 PRELIMINARY STORMWATER MANAGEMENT PLAN 1. THIS PROJECT WILL BE LEED CERTIFIED IN ACCORDANCE WITH BIKE & VEHICLE PARKING EXCEPTION (SEE SHEET A.10) 1. ALL UTILITY DISTRIBUTION INSTALLED IN AND FOR THE LANDSCAPE WITH THE CITY OF CUPERTINO ORDINANCE. 166,845/450 = 371 TOTAL VEHICLE PARKING SPACES PURPOSE OF SUPPLYING SERVICE TO ANY DEVELOPMENT CLP-01 CONCEPTUAL LANDSCAPE PLAN A, B,&C 2. EMPLOYEE SMOKING WILL NOT BE PERMITTED ON THE ALLOWED PARKING SPACES =41 AREA WITHIN THE CITY, SHALL BE PLACED UNDERGROUND; CLP-02 TREE REPLACEMENT PLAN PROPERTY. 41 SPACES/371 SPACES = 9.0% OF TOTAL SPACES PLUMBING FIXTURE CALCULATION CIVIC SECTION 14.24.030. CLP-03 PLANT IMAGERY&AREA MAP 3. A COMPLETED CONSTRUCTION AND DEMOLITION (C&D) 166,845/ 12,000 = 14 TOTAL BIKE PARKING SPACES RECYCLING PLANS MUST BE SUBMITTED IN ADVANCE OF 14 X 9.9% = 2 TOTAL BIKE PARKING SPACES 2. DEFERRED PERMIT: THE DEMOLITION AND/OR BUILDING PERMIT ISSUANCE. OCCUPANT LOAD PER CPC 422.1 , TABLE A - SIGNAGE UPON COMPLETION OF THE DEMOLITION AND/OR BUILDING CONSTRUCTION TYPE: IIB GROUP S: 163,787/5000 = 33 OCCUPANTS (17 MEN, 17 WOMEN) - SPRINKLER SYSTEM. BUILDING PROJECT AND PRIOR TO RECEIVING THE OCCUPANCY CLASSIFICATION: S-1. GROUP B: 1,271 S.F. /200 = 7 OCCUPANTS (4 MEN, 4 WOMEN) -ALARM SYSTEM. FINAL APPROVAL, A C&D RECYCLING REPORT INCLUDING ALL RECYCLING AND DISPOSAL WEIGHT BUILDINGS ARE EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM IN TICKETS MUST BE SUBMITTED, DEMONSTRATING A ACCORDANCE WITH NFPA 13. NOTES: FIXTURE CALCULATION PER TABLE 422.1 : MINIMUM OF 65% OF THE C&D MATERIALS HAVE BEEN 1.PER TABLE 2902.1,(1)SERVICE SINK IS REQUIRED. CALCULATION FOR MEN CALCULATION FOR WOMEN DIVERTED FROM LANDFILL AND RECYCLED OR RECOVERED. FURTHERMORE, PURSUANT TO CALGREEN 2. TOTAL FIXTURES PROVIDED: (1) WATER CLOSET AND (1) WATER CLOSETS (WC) WATER CLOSETS (WC) SECTION 5.408.3, 100% OF EXCAVATED SOIL AND LAND LAVATORY, (1) HIGH-LOW DRINKING FOUNTAIN, AND (1) GROUPS: 17 OCCUPANTS AT RATIO OF 1:100 GROUP B: 4 OCCUPANTS AT RATIO OF 150 CLEARING DEBRIS SHALL BE REUSED OR RECYCLED. SERVICE SINK. PER CBC SECTION 2902.2 EXCEPTION 2, GROUPS: 17 OCCUPANTS AT RATIO OF :50 GROUP B: 4 OCCUPANTS AT RATIO OF 1:15 ANY CONTAMINATED SOIL MUST BE CONTAINED, SEPARATE FACILITIES FOR EACH SEX ARE NOT REQUIRED URINALS (UR) FRACTIONAL NUMBERS RESULTING FROM FIXTURE RATIO: TRANSPORTED, AND DISPOSED ACCORDING TO ALL FOR SPACES WITH A TOTAL OCCUPANT LOAD OF 15 OR GROUPS: 17/ 100 = 0.17 GROUP B: 4 OCCUPANTS AT RATIO OF 1:100 APPLICABLE LOCAL, STATE AND FEDERAL LAWS. IF FEWER. GROUP B: 4/ 15 = 0.27 MULTIPLE DEMOLITION OR BUILDING PERMITS WILL BE FRACTIONAL NUMBERS RESULTING FROM FIXTURE RATIO: REQUIRED FIXTURE CALCULATION: 0.17 + 0.27 = 0.44 OR 1 WATER ISSUED IN PHASES FOR THIS PROJECT, C&D PLANS AND 3. PER CBC SECTION 2902.3 EXCEPTION 2, PUBLIC TOILET GROUPS: 17/ 100 = 0.17 CLOSET REPORTS MUST BE SUBMITTED FOR EACH PERMIT. ALL FACILITIES SHALL NOT BE REQUIRED FOR SPACES INTENDED GROUP B: 4/50 = 0.08 (WC), AND 4/ 100 = 0.04 (UR) FIXTURES PROVIDED: 1 WATER CLOSET C&D PLANS AND REPORTS MUST BE SUBMITTED TO AND FOR QUICK TRANSACTIONS THAT ARE LESS OR EQUAL TO REQUIRED FIXTURE CALCULATION: 0.17 + 0.08 + 0.04 = 0.29 OR 1 WC APPROVED BY THE ENVIRONMENTAL PROGRAMS 300 S.F. SINCE EACH STORAGE UNIT IS BEING USED ONLY FIXTURES PROVIDED: 1 WC LAVATORIES (LAV) DIVISION PRIOR TO RELEASE OF HOLDS ON THE FINAL FOR PICK-UP AND DROP-OFF AND DOES NOT EXCEED 300 GROUPS: 17 OCCUPANTS AT RATIO OF 1:200 INSPECTION AND/OR OCCUPANCY. PLEASE NOTE THAT S.F., THE OCCUPANTS ASSOCIATED WITH THE STORAGE LAVATORIES (LAV) 50 C&D DEBRIS BOX SERVICE MAY ONLY BE OBTAINED UNITS HAVE BEEN REMOVED FROM THE PLUMBING FIXTURE GROUPS: 17 OCCUPANTS AT RATIO OF 1:200 GROUP B: 4 OCCUPANTS AT RATIO OF FIX FROM RECOLOGY, THE CITY'S FRANCHISED WASTE CALCULATION. GROUP B: 4 OCCUPANTS AT RATIO OF 1:75 FRACTIONAL NUMBERS RESULTING FROM FIXTURE RATIO: HAULER. FRACTIONAL NUMBERS RESULTING FROM FIXTURE RATIO: GROUPS: 17/200 = 0.09 4. UNISEX TOILET AND DRINKING FOUNTAINS AT THE OFFICE GROUPS: 17/200 = 0.09 GROUP B: 4/50 = 0.08REQUIRED FIXTURE CALCULATION: 0.09 + 0.08 - 0.17 OR 1 LAV AREA TO BE AVAILABLE TO ALL CUSTOMERS DURING GROUP B: 4/75 = 0.05 FIXTURES PROVIDED: 1 LAV BUSINESS HOURS WITH NO SPECIAL ACCESS CODE REQUIRED FIXTURE CALCULATION: 0.09 + 0.05 = 0.14 OR 1 LAV REQUIRED. FIXTURES PROVIDED: 1 LAV 1 I THIS DRAWING ITS CONTENTS ARE ENTS OF SERVICE AND AREDTHE COPYRIGHTED PROPERTY OF JORDAN JOB NUMBER: 17-606 1 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: N.T.S. REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN CUPERTINO CA 7 PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" DATE: 01/25/2021 • • • , YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. Community Development Department Planning Division — Cupertino -CUPERTINO APPROVED Case# DP-2019-05, PUBLIC WORKS PROJECT CONDITIONS OF APPROVAL.EXCEPT FOR OTHERWISE NOTED,THE FOLLOWING CONDITIONS MUST BE COMPLETED AND/OR SUBMITTED PRIOR TO ISSUANCE OF BUILDING PERMIT. ASA-20" mber(s) ,20�,9-04 BEST MANAGEMENT PRACTICES PUBLIC INFRASTRUCTURE IMPROVEMENTS&DEDICATIONS Approva I %C�— y �l�C.)Ql,{g?l UTILIZE BEST MANAGEMENT PRACTICES(BMPS),AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD,FOR CONSTRUCTION ACTIVITY,WHICH DISTURBS SOIL.BMP PLANS SHALL BE INCLUDED IN GRADING AND STREET DEVELOPER SHALL OFFER A 20-FOOT WIDE EASEMENT TO THE CITY FOR A FUTURE MULTI-USE TRAIL FACILITY ALONG THE EASTSIDE OF THE PROPERTY,AN INGRESS AND EGRESS EASEMENT FOR TRAIL MAINTENANCE ACCESS,AND A Approva I Date 03/16/22 IMPROVEMENT PLANS. CONSTRUCTION ACCESS EASEMENT.THE DEDICATION SHALL BE PROCESS AT THE SAME TIME AS THE EASEMENT VACATION,IF ANY. Signature Gian Paolo Marti re NPDES CONSTRUCTION GENERAL PERMIT DEVELOPER SHALL INSTALL THE MULTI-USE TRAIL FACILITY,INSTALL AND MAINTAIN THE BRIDGE OVER THE PROPOSED INFILTRATION TRENCH,NEW WROUGHT IRON FENCE AND GATE FOR ACCESS BETWEEN THE FUTURE EASEMENT AND WHEN AND WHERE IT IS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD(SWRCB),THE DEVELOPER MUST OBTAIN A NOTICE OF INTENT(NOI)FROM THE SWRCB,WHICH ENCOMPASSES PREPARATION OF A STORM WATER THE STORAGE FACILITY IN AREAS NOT LINED BY BUILDING TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS,AND OTHER PUBLIC IMPROVEMENTS AND CONTRIBUTIONS AS AGREED UPON BY THE DEVELOPER AND DIRECTOR Case Manager POLLUTION PREVENTION PLAN(SWPPP),USE OF CONSTRUCTION BEST MANAGEMENT PRACTICES(BMPS)TO CONTROL STORM WATER RUNOFF QUALITY,AND BMP INSPECTION AND MAINTENANCE. OF PUBLIC WORKS. EROSION CONTROL PLAN STREAMSIDE PERMIT DEVELOPER MUST PROVIDE AN APPROVED EROSION CONTROL PLAN BY A REGISTERED CIVIL ENGINEER.THIS PLAN SHOULD INCLUDE ALL EROSION CONTROL 3MEASURES USED TO RETAIN MATERIALS ON SITE. EROSION CONTROL THE PROJECT MAY BE SUBJECT TO APPLYING FOR A STREAMSIDE MODIFICATION PERMIT DUE TO ITS PROXIMITY TO THE JUNIPERO SERRA CHANNEL. THE PURPOSE OF THIS PERMIT IS TO ENSURE THAT THE PROJECT DOES NOT NOTES SHALL BE STATED ON THE PLANS. ADVERSELY IMPACT THE ADJACENT CHANNEL. WORK SCHEDULE STREET IMPROVEMENTS&DEDICATIONS EVERY 6 MONTHS,THE DEVELOPER SHALL SUBMIT A WORK SCHEDULE TO THE CITY TO SHOW THE TIMETABLE FOR ALL GRADING/EROSION CONTROL WORK IN CONJUNCTION WITH THIS PROJECT. PROVIDE FRONTAGE IMPROVEMENTS ALONG THE PROJECT TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS.STREET IMPROVEMENTS MAY INCLUDE,BUT NOT BE LIMITED TO,NEW DETACHED SIDEWALK, NEW ADA RAMP, DRIVEWAYS,STORM DRAIN LATERAL,STREET TREE INSTALLATIONS,AND STREET LIGHT AND/OR PEDESTRIAN PUSH BUTTON RELOCATION.ALL LAND CONTAINING PORTIONS OF PUBLIC SIDEWALK SHALL BE DEDICATED IN FEE TO THE TRAFFIC CONTROL PLAN CITY. THE DEVELOPER MUST SUBMIT A TRAFFIC CONTROL PLAN BY A REGISTERED TRAFFIC ENGINEER TO BE APPROVED BY THE CITY.THE PLAN SHALL INCLUDE A TEMPORARY TRAFFIC CONTROL PLAN FOR WORK IN THE RIGHT OF WAY AS WELL AS A ROUTING PLAN FOR ALL VEHICLES USED DURING CONSTRUCTION.ALL TRAFFIC CONTROL SIGNS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO COMMENCEMENT OF WORK.THE CITY HAS ADOPTED MANUAL ON STREET WIDENING UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)STANDARDS FOR ALL SIGNAGE AND STRIPING WORK THROUGHOUT THE CITY. PUBLIC STREET WIDENING AND DEDICATIONS SHALL BE PROVIDED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS AND AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS. STREET TREES CURB AND GUTTER IMPROVEMENTS STREET TREES SHALL BE PLANTED WITHIN THE PUBLIC RIGHT OF WAY TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS AND SHALL BE OF A TYPE APPROVED BY THE CITY IN ACCORDANCE WITH ORDINANCE NO.125. CURBS AND GUTTERS,SIDEWALKS AND RELATED STRUCTURES SHALL BE INSTALLED IN ACCORDANCE WITH GRADES AND STANDARDS AS SPECIFIED BY THE DIRECTOR OF PUBLIC WORKS. FIRE PROTECTION PEDESTRIAN AND BICYCLE IMPROVEMENTS FIRE SPRINKLERS SHALL BE INSTALLED IN ANY NEW CONSTRUCTION TO THE APPROVAL OF THE CITY. DEVELOPER SHALL PROVIDE PEDESTRIAN AND BICYCLE RELATED IMPROVEMENTS(E.G.WALKWAYS,BICYCLE RACKS,ETC.)CONSISTENT WITH THE CUPERTINO BICYCLE TRANSPORTATION PLAN AND THE PEDESTRIAN TRANSPORTATION PLAN,AND AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS. SANTA CLARA COUNTY FIRE DEPARTMENT A LETTER OF CLEARANCE FOR THE PROJECT SHALL BE OBTAINED FROM THE SANTA CLARA COUNTY FIRE DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS.CLEARANCE SHOULD INCLUDE WRITTEN APPROVAL OF THE LOCATION STREET LIGHTING INSTALLATION OF ANY PROPOSED FIRE BACKFLOW PREVENTERS,FIRE DEPARTMENT CONNECTIONS AND FIRE HYDRANTS(TYPICALLY BACKFLOW PREVENTERS SHOULD BE LOCATED ON PRIVATE PROPERTY ADJACENT TO THE PUBLIC RIGHT OF WAY, STREET LIGHTING SHALL BE INSTALLED AND SHALL BE AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS.LIGHTING FIXTURES SHALL BE POSITIONED SO AS TO PRECLUDE GLARE AND OTHER FORMS OF VISUAL INTERFERENCE TO AND FIRE DEPARTMENT CONNECTIONS MUST BE LOCATED WITHIN 100'OF A FIRE HYDRANT). ADJOINING PROPERTIES,AND SHALL BE NO HIGHER THAN THE MAXIMUM HEIGHT PERMITTED BY THE ZONE IN WHICH THE SITE IS LOCATED. FIRE HYDRANT GRADING FIRE HYDRANTS SHALL BE LOCATED AS REQUIRED BY THE CITY AND SANTA CLARA COUNTY FIRE DEPARTMENT AS NEEDED. GRADING SHALL BE AS APPROVED AND REQUIRED BY THE DIRECTOR OF PUBLIC WORKS IN ACCORDANCE WITH CHAPTER 16.08 OF THE CUPERTINO MUNICIPAL CODE.401 CERTIFICATIONS AND 404 PERMITS MAYBE REQUIRED.PLEASE CONTACT ARMY CORP OF ENGINEERS AND/OR REGIONAL WATER QUALITY CONTROL BOARD AS APPROPRIATE. SAN JOSE WATER COMPANY CLEARANCE PROVIDE SAN JOSE WATER COMPANY APPROVAL FOR WATER CONNECTION,SERVICE CAPABILITY AND LOCATION AND LAYOUT OF WATER LINES AND BACKFLOW PREVENTERS BEFORE ISSUANCE OF A BUILDING PERMIT APPROVAL. DRAINAGE DRAINAGE SHALL BE PROVIDED TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS.HYDROLOGY AND PRE-AND POST-DEVELOPMENT HYDRAULIC CALCULATIONS MUST BE PROVIDED TO INDICATE WHETHER ADDITIONAL STORM DEDICATION OF UNDERGROUND WATER RIGHTS WATER CONTROL MEASURES ARE TO BE CONSTRUCTED OR RENOVATED.THE STORM DRAIN SYSTEM MAY INCLUDE,BUT IS NOT LIMITED TO,SUBSURFACE STORAGE OF PEAK STORMWATER FLOWS(AS NEEDED),BIORETENTION BASINS, DEVELOPER SHALL"QUIT CLAIM"TO THE CITY ALL RIGHTS TO PUMP,TAKE OR OTHERWISE EXTRACT WATER FROM THE UNDERGROUND BASIN OR ANY UNDERGROUND STRATA IN THE SANTA CLARA VALLEY. VEGETATED SWALES,AND HYDRODYNAMIC SEPARATORS TO REDUCE THE AMOUNT OF RUNOFF FROM THE SITE AND IMPROVE WATER QUALITY.THE STORM DRAIN SYSTEM SHALL BE DESIGNED TO DETAIN WATER ON-SITE(E.G.,VIA BURIED PIPES,RETENTION SYSTEMS OR OTHER APPROVED SYSTEMS AND IMPROVEMENTS)AS NECESSARY TO AVOID AN INCREASE OF THE TEN PERCENT FLOOD WATER SURFACE ELEVATION TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS.ANY STORM WATER OVERFLOWS OR SURFACE SHEETING SHOULD BE DIRECTED AWAY FROM NEIGHBORING PRIVATE PROPERTIES AND TO THE PUBLIC RIGHT OF WAY AS MUCH AS REASONABLY POSSIBLE. SANITARY DISTRICT A LETTER OF CLEARANCE FOR THE PROJECT SHALL BE OBTAINED FROM THE CUPERTINO SANITARY DISTRICT PRIOR TO ISSUANCE OF BUILDING PERMITS. ALL STORM DRAIN INLETS SHALL BE CLEARLY MARKED WITH THE WORDS"NO DUMPING-FLOWS TO CREEK" USING PERMANENTLY AFFIXED METAL MEDALLIONS OR EQUIVALENT,AS APPROVED BY THE ENVIRONMENTAL PROGRAMS DIVISION. UTILITY EASEMENTS CLEARANCE APPROVALS FROM THE AGENCIES WITH EASEMENTS ON THE PROPERTY(INCLUDING PG&E,AT&T,AND SANTA CLARA VALLEY WATER DISTRICT,AND/OR EQUIVALENT AGENCIES)WILL BE REQUIRED PRIOR TO ISSUANCE OF C.3 REQUIREMENTS BUILDING PERMITS. C.3 REGULATED IMPROVEMENTS ARE REQUIRED FOR ALL PROJECTS CREATING AND/OR REPLACING 10,000 S.F. OR MORE OF IMPERVIOUS SURFACE(COLLECTIVELY OVER THE ENTIRE PROJECT SITE).THE DEVELOPER SHALL RESERVE A MINIMUM OF 4%OF DEVELOPABLE SURFACE AREA FOR THE PLACEMENT OF LOW IMPACT DEVELOPMENT MEASURES,FOR STORM WATER TREATMENT,UNLESS AN ALTERNATIVE STORM WATER TREATMENT PLAN,THAT SATISFIES C.3 REQUIREMENTS,IS APPROVED BY THE DIRECTOR OF PUBLIC WORKS. THE DEVELOPER MUST INCLUDE THE USE AND MAINTENANCE OF SITE DESIGN,SOURCE CONTROL AND STORM WATER TREATMENT BEST MANAGEMENT PRACTICES(BMPS),WHICH MUST BE DESIGNED PER APPROVED NUMERIC SIZING CRITERIA. A STORM WATER MANAGEMENT PLAN, STORM WATER FACILITIES EASEMENT AGREEMENT, STORM WATER FACILITIES OPERATION AND MAINTENANCE AGREEMENT, AND CERTIFICATION OF ONGOING OPERATION AND MAINTENANCE OF TREATMENT BMPS ARE EACH REQUIRED. ALL STORM WATER MANAGEMENT PLANS ARE REQUIRED TO OBTAIN CERTIFICATION FROM A CITY APPROVED THIRD PARTY REVIEWER. DEVELOPMENT AGREEMENT THE PROJECT DEVELOPER SHALL ENTER INTO A DEVELOPMENT AGREEMENT WITH THE CITY OF CUPERTINO PROVIDING FOR PAYMENT OF FEES,INCLUDING BUT NOT LIMITED TO CHECKING AND INSPECTION FEES,STORM DRAIN FEES, PARK DEDICATION FEES AND FEES FOR UNDER GROUNDING OF UTILITIES.SAID AGREEMENT SHALL BE EXECUTED PRIOR TO ISSUANCE OF CONSTRUCTION PERMITS. FEES: a.PLAN CHECK&INSPECTION FEES: PER CURRENT FEE SCHEDULE($7,389 OR 6%OF IMPROVEMENT COSTS) b.GRADING PERMIT: PER CURRENT FEE SCHEDULE($3,059 OR 6%OF IMPROVEMENT COSTS) c.STORM DRAINAGE FEE: PER CURRENT FEE SCHEDULE($9,566 PER AC) d.TRAFFIC IMPACT FEE: PER CURRENT FEE SCHEDULE($6,298 PER NEW PEAK-HOUR TRIP) e.ENCROACHMENT PERMIT FEE: PER CURRENT FEE SCHEDULE($1,307) f. STORM MANAGEMENT PLAN FEE PER CURRENT FEE SCHEDULE($1,396) g.STREAMSIDE PERMIT FEE: PER CURRENT FEE SCHEDULE($362) h.EASEMENT VACATION FEE: PER CURRENT FEE SCHEDULE($3,522 PER APPLICATION) BONDS: FAITHFUL PERFORMANCE BOND:100%OF OFF-SITE AND ON-SITE IMPROVEMENTS LABOR&MATERIAL BOND:100%OF OFF-SITE AND ON-SITE IMPROVEMENT ON-SITE GRADING BOND:100%OF SITE IMPROVEMENTS THE FEES DESCRIBED ABOVE ARE IMPOSED BASED UPON THE CURRENT FEE SCHEDULE ADOPTED BY THE CITY COUNCIL.HOWEVER,THE FEES IMPOSED HEREIN MAY BE MODIFIED AT THE TIME OF RECORDATION OF A FINAL MAP OR ISSUANCE OF A BUILDING PERMIT IN THE EVENT OF SAID CHANGE OR CHANGES,THE FEES CHANGED AT THAT TIME WILL REFLECT THE THEN CURRENT FEE SCHEDULE. TRANSPORTATION IMPACT FEES THE PROJECT IS SUBJECT TO THE PAYMENT OF TRAFFIC IMPACT FEES UNDER CITY'S TRANSPORTATION IMPACT FEE PROGRAM UNDER(CHAPTER 14.02 OF THE CUPERTINO MUNICIPAL CODE). SURVEYS A BOUNDARY SURVEY AND A HORIZONTAL CONTROL PLAN WILL BE REQUIRED FOR ALL NEW CONSTRUCTION TO ENSURE THE PROPOSED BUILDING WILL BE SET BASED ON THE BOUNDARY SURVEY AND SETBACK REQUIREMENTS. TRASH,RECYCLING AND COMPOST ENCLOSURES TRASH ENCLOSURE PLANS MUST BE DESIGNED IN ACCORDANCE WITH THE CITY'S"PUBLIC WORKS GUIDELINES POSTED AT WWW.CUPERTINO.ORG/NOWASTE,AND TO THE SATISFACTION OF THE ENVIRONMENTAL PROGRAMS MANAGER. CLEARANCE BY THE PUBLIC WORKS DEPARTMENT IS REQUIRED PRIOR TO OBTAINING A BUILDING PERMIT.(CIVIC 9.18.210 H&K) OPERATIONS&MAINTENANCE AGREEMENT DEVELOPER SHALL ENTER INTO AN OPERATIONS&MAINTENANCE AGREEMENT WITH THE CITY.THE AGREEMENT SHALL INCLUDE THE OPERATION AND MAINTENANCE FOR THE PROPOSED BRIDGE OVER THE PROPOSED INFILTRATION TRENCH,RETAINING WALLS,AND ANY NON-STANDARD APPURTENANCES IN THE PUBLIC RIGHT-OF-WAY THAT MAY INCLUDE,BUT IS NOT LIMITED TO,SIDEWALK,PAVERS,AND STREET LIGHTS. UNDERGROUND UTILITIES DEVELOPER SHALL COMPLY WITH THE REQUIREMENTS OF THE UNDERGROUND UTILITIES ORDINANCE NO. 331 AND OTHER RELATED ORDINANCES AND REGULATIONS OF THE CITY OF CUPERTINO,AND SHALL COORDINATE WITH AFFECTED UTILITY PROVIDERS FOR INSTALLATION OF UNDERGROUND UTILITY DEVICES.DEVELOPER SHALL SUBMIT DETAILED PLANS SHOWING UTILITY UNDERGROUND PROVISIONS.SAID PLANS SHALL BE SUBJECT TO PRIOR APPROVAL OF THE AFFECTED UTILITY PROVIDER AND THE DIRECTOR OF PUBLIC WORKS. TRANSFORMERS ELECTRICAL TRANSFORMERS,TELEPHONE CABINETS AND SIMILAR EQUIPMENT SHALL BE PLACED IN UNDERGROUND VAULTS.THE DEVELOPER MUST RECEIVE WRITTEN APPROVAL FROM BOTH THE PUBLIC WORKS DEPARTMENT AND THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO INSTALLATION OF ANY ABOVE GROUND EQUIPMENT.SHOULD ABOVE GROUND EQUIPMENT BE PERMITTED BY THE CITY,EQUIPMENT AND ENCLOSURES SHALL BE SCREENED WITH FENCING AND LANDSCAPING SUCH THAT SAID EQUIPMENT IS NOT VISIBLE FROM PUBLIC STREET AREAS,AS DETERMINED BY THE COMMUNITY DEVELOPMENT DEPARTMENT.TRANSFORMERS SHALL NOT BE LOCATED IN THE FRONT OR SIDE BUILDING SETBACK AREA. WATER BACKFLOW PREVENTERS DOMESTIC AND FIRE WATER BACK FLOW PREVENTERS AND SIMILAR ABOVE GROUND EQUIPMENT SHALL BE PLACED AWAY FROM THE PUBLIC RIGHT OF WAY AND SITE DRIVEWAYS TO A LOCATION APPROVED BY THE CUPERTINO PLANNING DEPARTMENT,SANTA CLARA COUNTY FIRE DEPARTMENT AND THE WATER COMPANY. � jordan BAY AREA SELF STORAGE COA PUBLIC WORKS ARCHITECTS, INC. 00 THIS DRAWING ITS CONTENTS ARE ENTS OF SERVICE AND ARED THE COPYRIGHTED PROPERTYOFJORDAN JOB NUMBER: 17-606 SAN CLEMENTE, ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: N.T.S. CA 92672-7541 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN CU ERTINO CA PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" Telephone 949/388-8090 DATE: 01/25/2021 YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. • , . Community De tin he anDta Tara alley, storm drains flow Genera Landscaping , Eafth-MovingDewaterin H eaVJ Plannin D i� �m-f!]CU: e�ttir5ocal creeks, and on to son Gva7NousekeeprxUPracaces g p Construction J Designate one area of the site for auto parking. Storm Drain Pollution .J CUPEflTI o A PROVE5co Bay, with no treatment. �s hicie refu e4 ng.a nd rout ne e qui pment Gardening , front t_andSCa�]Ing ar1Cf u prl"1 nt DP-2019- mains f o nee The designated area shoulets, d be wellActivities operations O p e r a t i o n Storm water pollution is a serious problem for and �71te autieyfromstrean�sorstorm drain rnlets.h.ermedif Swimming Pool Maintenance Case ildlife de endent on our waterways and for necessary Makemapr reparsolf Ste and Pool Man y I an d scapi rig activities expose soils and ASA-�01� '1 YilRr(ople who live near polluted streams or 'u �erV��IQn ❑ To prevent off-site tracking of dirt.promde increase th e likelihood Tat earth and garden ;ands, entrances with stabii�d aggregate surfaces-Cr ■ them Gals will run or into the storm drains during Storm water Pollution C- 0 �' y provide a tire washarea Maintenance irrtgalonorwhenitrains Storm Drain Pollution Storm Drain Pollution from Heavy Equipment on Appr val y21 �9- 9per management ❑f construction sites Storm ❑rainPollutionfrom IJ Keep rye t�eriafsoutofthe rain-pre*ntrunoff Swim min gpool wate r co nta ir i ng chorine and - C o n stru c do n 5 ite s duces pollution significantly. copper-based ai aecides should never be from Earth-Moving 101CtIVltIES Appr vat Date 03/16 p � Y Construction Gontanrnationaithesource Cover g g From Dewatering Activities Poo fly m alnta tried veil isles and heavy cf seder construction materials with plastic Lands capinglGarden Maintenance discharged to storm drains. Thase chemicals are equipment that leak fu e I. oil, antifreeze or f sheet summarizes the "Best Management Con strudtonstesare common sources of storm slieetingor temporary roofs Before Itraimsweep toxic *aquatic life. Sign u re Gian Paol i water paltubon Materials and wastes that blow or ] Protect stockpiles anc landscaping materials Soil excavation and radio o erations loosen lace other flu ids o r the construction site a r e b tar" fRMl7cy for storm water pollution and removemateri�sfromsurfacesthatdralnto 9 grading p 9 Be sure t❑ tail our tit 's storm water inspector wash into storm drain.gutter. or street have a from wind and rain b storm *hem under Y Y P cc m m D n sou re e s ❑f storm drain p o lu do n Ca �•r�Hr��rrltiOrl storm drains.creeks.orchanrlek. Y g amounts of soil that can flow or blow into storm di rec: rnparton Iocal creeks and the Bay' tarps or secured plasiicsheOn at 408-472-9907 before discharging water to a Prevent spills and leak s b y isolatin g Contain all litter.food wrappers,bottlesand g trains when handled improperly. Sediments in runoff As a contractor,or site supervisor,owner or , PooUFouf7iainlSpa Maintenance e q u i p m e n t fro m r u n off c h a n n e l s. and b y cans- Place lldcfed trash any recycling tins ,J Schedule radio and excavation projects Can dog Storm drains- Smother aquatic life, and street, gutter, O{ StQrtn drain- Filtration or diversion watching for leaks and other maintenance operator of a site.you maybe responsiblefor arourud the ale. grading p 1 Draining lS or$ s through u h a basin, tank. and sediment trap m a be any environmental damage caused by your during dry weather g cestroy habitats in creeks and the Bay. Eftectrve g p Y problems. Remove construction e q u ip m ent subcontractors a employees. L.1 Clean t�leaks, trips andoltter spills Whe r its time to drain a practices reduce the am nt of runoff required. Reuse water for dust control,I, irrigation i ation or from the site as soon as possible ntrnedrately sotheyd4rlot contaminatesoRrx ❑ Use Semporarycheck dams ord itch es to pool-spa. or-contain erosion control 4 9 nimedately o lease residue unpaved surfaces. diver, runoff away from storm drains. please be sure to call the Cupenmo Sanitary crossing a site and stow the flaw with check dams or another on-site purpose to the greatest extent ORDINANCE OF qrouruse dry cleanup methods whenever possibe-If District before you start for further guicance on roughened ground surfaces passible 5 i to Planning and Preventive Vehicle THE CiTY of C UPE RTI No ��'��Prirrciples you must use v►ater,use j ust enoug h to keep the .J Protect storm drains with sandbags,gravel- flow rate restrictions. backflow prevention, and M a in to n an c e LJ Keep an orderly site and ensure good dust down. filled bags. straw wattles, or ether sediment handing specs cleaning waste[such as acid J Designate one area of the con slru ctron site. well FOR STORM WATER POLLUTION housekeeprng practices are used J controls wash; Discharge flatus shoulc be kept to the law away from stream s or storm drain inlets ro r a uto Cover and maintain dtlmpsters Place ❑ )Ufa irtain equipment properly dumpsle rs under roofs or cover with tarps or levels typically possible through a garden hose. Practices During Construction and e q u ip m ent p a r k in g re f u e lm g and fo .r t in e Re-vegetation is an ex.-ellenl form of erosion vehicle and equ.pm ent maintenance C ❑ plain PREVENTION & INATE R Co URS E ❑ Cover materials when they are riot in use pastic she tlrg secured 2rourfd the outside of[he control for an site. o rghr r flaw rates maybe prohibited by local eC o r ed im ent or QxIC ❑ Utan du ster Never clean out adumpster bosh? it y ordinan-e. ..� Remove existing vegetation only when rl, e area with uerrn s sand gags or other ❑ Keep r-naten als away from streets.storm `� � g '" barriers PROTECTION. dcrmm.on the ceristructonsite. J Store a absolutely necessary Plant temporary ❑ Check for odors. discoloration• or an oily sheen drams arrddrainagechannes _ p �ticldes, FeRill�ers and other J Never discharge pool or spa waterloo > AA aim rain all v eh tote s and ne avy eq urprn eins .! Q J Place portable toilets away frorr storm drarns. chemicals indoors or in a shed or storage vegetation for erosion control on slopes or On groundwater. In sp ect freq u enily for a nd rep a,r leaks Chapter 9. 1 $ ❑ Ensure dust control water doesn't leave lAakesL:re podabletollels are in good working g street or storm drain; discharge to a y P cabinet where construction is not immediate) fanned. ofc!scharge to stormdrains sanitary sewer clean out. J Perform n, a}or maim rem an ce , rep air lobs and elder Check for leaks ❑ Ask your city inspector whether the Advance Planning To Prevent Pd€ution vehicle and eq�•pmen; wash,ng off-site, where 9.18.040 Discharge into the storm drain prohibited J Scheduleexcavabon aril ratan activities J Use pesticides sparingly according to ❑ if assrble,when emptyinga ooiof a let ❑ Protect downsla drain' a cpurses, MaterialsNVaste Narxllirrg p p spa � g groundwater must be tested by a certified clean up is a aster g 13 g 9 instructions on the lobe Rinseempty chlorine dtssipa;e for a few days and then streams, and storm drains with wattles. or It is unlawful to cause allow, or permit to be ford weather eriods.Tcredwesoi ❑ Prac tice Sou rce Reduction--mtnrmtxe waste laborator If you rn us: c the and reply it m o to r o II radiator + + eros n. piant ternporaryvegetation or place when ycuorderma.erials. Estimate carefully. Disponerf and use rip-.y cc ter ae product- ontIoia Ireuse water by draining it gradually ternporary drainage swales Use check dams or y coos nr or ❑they flu ids a i site use drip pans o r other controls before rain be ins-Use Dispose of rinsed. empy conlalners in the onto a landscaped a re a. d ra p c Io to s to catch drips and spins c o Iles t discharged, any discharge not composed entirely of g ❑ Recycle excess materials.whenever trash Dispose of unused pesticidesas ditches to divert runoff around excavations. ❑ Depe nding on the test results, you m ay be ari spent flu ds s lore in sep arate contain ers an d t-e Emsion ar:d S edment Ca r-Vd Manual, suc h as cart Crete,asphai t.scrap metal. sal vents stormwater to the storm drain system or to Surface waters airall�blefrnrn'he R rorta!WaterCualit haaa•dous waste J ❑o not use copper-based algaecides. Refer to the Regional Water Quality Control allowed to discharge pumped groundwater to prop only dispose as hazardous w as to (recycle y y degreasers,cleared vegetation.paper rock and whenever a o s s rb le I Controlalgae wth chlorine or other Boards Erosion and 5edirner�i Control Field the storm drain �R you may be required to Control Board-as a reference- vehiclernantenance materials such as used oil- L l In Cupertino.resorients with curbsiderecycling Y Y R or to any location where it would contact or eventually be alternatives, such as sodrurr bromide- Manual for pro er erosion and sediment control � Do not use diesel e it td lu b lint ate eq i,ipT ent J Control the amcuitdruneff crossing your antifreeze-bafienes. and tire s: can collect lawn. garden andtreetrimmingsIr A p discharge to the sanitary Sealer or Collect olio Paris or clean ear rprn en i Use only water for transported to surface waters, including flood plain areas, srle tespeoally durng excavation')by udng w:. °ar info yardwaste haters.Ya rdwaste wdl be collEcted Filter Cleaning measures ,tau I the water of€site far tie atm ent and any ❑ns rr e c le a n trig unless specifically called out in the Murr ci al Regional berms or temporaryor permanent drainage I] Dispose of all wastes properly Matenalsthat and composted by the city s contractors. disposa l at an ap prop riate treatment facility. J c over exposed fifth w heel hitches and other p y p dachesto divert water flow aroundthesite J Never clean a filter in the street or nears J Cover stockpiles and excavated soil with cannott]e [eCyciedmru�betakentoan Residents encouraged tocom compost airy or greasy eq mrpm a nt du • rig ra rn everts Permit as an exern t ❑r a}nditionall exempt discharge. Reduce siormwater runoff veloolies by appropriate landfiI`or disposed of as hazardous 9 s to storm drain. Rinse cartricg e and secured tarp s or pi astic sheeting. p y � �• yard on themselve.. Dr take ❑ When discharging r in to a storm strain. protect the e constructrtry temporary check dams or berms waste Nemerbury vtaste materialsor leave them diatornaceo.i s earth filters onto a dirl area, g g p Sp ill C le an up where appropriate. yard to a landfill where it will be spade filter residue into soil Dispose of inlet using a barrier of burlap bags filled with in composted and J clean up splits immediately 9.'18.070 Accidental Discharge ❑ TimnyotrempIcieesandsubcontractcrs. Permits spenidiatomaceousearlhinthegarbage drain rock, or cover inlet with filter fabric The can prow de brochures pe cDniractorsshould J Never hose d ow n dims' ❑avem a nt or All ersons shall not the Director of Public Works LJ In addition to Iccal grading and buildingpermts ❑ Landsca anchored under the rate of m eaula s ui fa ce s where tiu ids have s prlle❑ issues for y�tl to distribute ta'rwrkers at your you vat nee d to obkarn coverage under the State's take clippings and pruning waste J 1 f there is no suitable dirt area.call g Use dry c fe a n u p methods ,a b s o r b e n s immediate) u on accidental I disdla I n I141�rtS of cvnstnuctlon site irlfomn your General Construction Activity Storm water Perml if to a la ndfiII that coin Cupertino 5anrtarl for Instructions on m a ter,a is cat cif le i a ri d io r rag s tv h e never y p y rta 9 pc) posts yard 9 -+ about the stornv"er requirements and tf'elr a discha rging f Ilter ba ckwasn or ri nseviater to possible and p r❑ ~e r y d rs p o s e ❑ r a b so rb e n I concern to enable countermeasures to be taken the Ci acres r mar .Infor msdistcf)the General cal Per waste iRd.l New a Island and � ty own resporislGlities use BfueprirYr tcxa Clean tf-e sanitary sewer. ❑ Contact Cu ertino Sa sitar District at 253-747 1 m 'terra is acres or more.Information cr+the C3eneral Pe 2anke r Rd. landfill are h e pea resit. y p Y to minimize damage to storm drains and the receiving Bay,a construction best management ractices can be obtained from the Regional Water Quality prior to discharging to the sanitary sewer- J s w ee p up spilled dry vi a to ria is rn, m ed ra to ly guide available at our Buildng Dept.oo inter �trul Board. [Tres enteriawill "ngetoone JDo not blow or rake leaves into Never atte rn Pt to -wash th ern away" w nth wa to r Waters. IdUal notification shall be followed, within five(5) acre as of Mar.2043-) the street. or bury them business days of the date of occurrence, by a detailed J Use as little water as possible tor dual Conrral Ensare wa re r used doe sn I Icave s,n or written state rne nt d e scri b i ng the causes of theacd den taI _ discharge io storm ❑rains discharge and the measures being taken to prevent future ID J clean up spills on dirt areas by digging tip a n d prope-iy disposi•, g cfcontarnrnated soil ocoarrences. Such not'flcab on will not relieve persons of J Carl 9 1 1 for significant spills liability for violations of this chapter or for any fines imposed Removal of BMP Facilities ❑ if the spill poses a significant hazard to on the City on account thereof under 5ecfian 13350 of the Thepropertyowner and the contractor share ultimate rea onsibiiit for nu menv an he ntt, aria Safety properly or the responsibility The Project Contractor is responsible State environment you must also report it to the California Water Cade, or for violation of Serbian 565g of the State Office of Emergency Services California Fish and Wildlife Code, or any other applicable ■ ■ provisions of State or Federal laws. the activities that occur on a construction site. You may be held responsible for removal of al I B M P Facilities 9.18.220 Violation* for Any person who vitiates any provision of this Chapter any environmental damage caused by your subcontractors or employees. located within the Public Right of way A shall be guilty of a misdemeanor and upon conviction thereof shall be punished as provided in Chapter 1 .12 of the City of upon project final inspection . Cupertino Municipal Code. Chapter 1.12, General Penalty, Section 1.12.010, Paintingand '+r"'`� During Construction paragraph D, states*: _ �e Roadwork 'r storm Drain Pollution Fresh Concrete � ❑ Don't mix up more fresh concrete or cement Unless otherwise specified by this code, an infraction is Application of , from Roadwork and Mortar - than you will use in a two-hour period punishable by: Paint Rerrfoval a r� d ,� ❑ set up and operate small mixers on tarps or Solvents and heavy plastic drop cloths. 1 . A fi ne not to exceed $100 for a first vi Ol ati on ,-,1 Paint chips and dust from non-hazardous Roast pa urn g, su rfaCing• and paverrl ent rem ova I Application ,J When cleaning up after driveway or sidewalk 2. A fine not to exceed $200 for a second violation dry stripping and sand blasti ng ma y be Paving happen right in the street. where there are numerous construction. wash fines onto dirt areas, not small Business 3. A fl ne not to exceed $500 for a third violation of swept up or collected in plastic drop cloths and opportunities forasphalt, Saw-Cut Slurry- or down the dri veway o r in to the street or stor m excavated material to illegally enter storm drain s. St Din Pollution f drain Hazardous Waste the Same Chapter Wlthln one year. AdhesivluS disposed of astrash. Extra planning is required to store and dispose of Storm Drain on from Waste J Chemical paint stripping residue, and chips General Business Practices materials properly and guard) against pollution of Fresh Concrete and Mortar J Protect ap plication s of fr es co ncrele and Disposal Prgm * and dustfrom marine paints, or paints mortar from rainfa II and runoff until the 9.18.240 Civil Halt for illicit discharges* R p storm dra ins. creeks. and the bay. y g Storm Drain Pollution from Paints, containing lead, mercury or tri but yl tin must __1 Develop and implement erosion/sediment Applications materia I has dried Businesses that generate less An ers on who discharges pollutants, in violation of this y p g p be disposed of as hazardous wastes.Lead control pla ns for roadway embankments-Adhesives � Wash down exposed aggregate concrete n Chapter, by the use of illicit connections shall be civilly liable based paint removal requires state-certified Fresh concrete and cement-related mortars only when the washwater can {1 ] flow onto a than 27 gallons or 22U pounds All paints.solvents,and adhesives=stain contractor. -� Schedule a xca va don and grading work during to the City i n a sum not to exceed twenty-five thousand chemicals that are harmful to wildlife in local dry weather. During Construction that wash into lakes• streams, or estuaries which area. n drain onto a b d disposed surface from are toxic t❑ fish and the aquatic'tic which it can be pumped and disposed of of hazardous waste per month dollars per day per violation for each day in which such creeks, San Francisco Bay, aid the Pacific Ocean. J When stripping or cleaning building exteriors J Check for and repair leaking equipment. q properly. or (3) be vacuumed from a catchment violation occurs. Toxic chemicals may come from liquid or solid with high-pressure water, block storm drains. ❑ Avoid paving and seal coating in wet environment. Disposing of these materials created by blocking a storm drain inlet If are eligible to use this program. m products or from cleaning res due sor rags Paint Direct washwater onto dirt area and spade J Perform major eq.0 ip ent repairs a t weather, or when rain is forecast. to prevent to the storm drains or creeks can block necessary. divert runoff with temporary berms Call '�`�+:i�17�VV material andwastes adhesives and cleaning fluids into soil.Or,check with CuipertinoSanilwy designated areas in your maintenance yard fresh materials from contacting stormwater storm drains. ;causes serious problems, and Make sure runoff does not reach gutters or '■1h�J Excerpts - For complete CODE language refer to the should be recycled when possible, or disposed of District to find out if you can mop or vacuum the where cl eanu p is ea sier- A void perfo rm ing r unaff is p roh ibited by law. storm drains. City ofCUp erti no Municipal Code properly to prevem these materials from flowing washwater and dispose of it in a sanitary equipment repairs at construction sites, for a quote. into storm drains and watercourses. sewer drain Sampling of the washwater may L.1 Cover and seal catch basins and manhokes J When breaking up pavement• be sure to pick J When refueling or when vehicle/equ ipm ent when applying seal coat, slurry seal. -og seal- up all the pieces and dispose of properly. be required. maintenance must be done on site, designate a or Sim itar materials. Genera! Business Practices Recycle large chunksof bioken con crele See J Washwater from painted buildings location away from storm drains and creeks. www red ucerwaste.or-q for info on recyclers. constructed before1978 can contain high ❑ Protect drainage ways by using earth dikes. t7 Wash out concrete mixers only In designated -1 Do not use diesel oil to lubricate equipment sand bags. or other controls to divert or trap washout areas in your yard, away from storm Never bury waste material. Dispose of small C u p e r t i n o Handling Paint Products amounts of Lead,evert 0 paint chips are not arts or clean equipment d rains and waterways.rwa s. where the water will Now am ou nts of exce ss dry concrete. g rout a nd resent. Before u b in stri rn int or p and filter runoff- Y Building Dept: i p 5'° � PP g� into a temporary waste pit in a dirt area Lei mortar In the trash 4 0 8-7 7 7-3 2 2 8 J Keep all liquid paint products and wastes cleaning pre-1978 building exteriors with water .J Rec ycle used oil, conc rete. brake n a sphalt ❑ Never wash excess material from exposed- awayfromthegutter,street, and storm under hi h ressUre, test alntfortead b etc. whenever ossli�le. yr dis ose of ro ell water percolate through soli anddlspose of J Never dispose of washout into the street. Public Works Dept: 9 P p Y A P P P Y- aggregate concrete or similar treatments into settled. hardened concrete as garbage. clestuff.corn for list of recycling storm drains, drainage ditches. or streams 408-777-3354 drains, taking paint scrapings to a local laboratory. (www.rec Y Y 9 a street ❑r storm drain Collect and recycle, or Wheneverpossibte, recycle washout by (See Yellow Pages for astate-certified comps nies.) dispose to dirt area. pumping back into mixers for reuse Santa Clara County laboratory-) Recycling Hotline: Pairf6rtg Cleanup !J Cover stockpiles (asphalt. sand. etc.) and J wash out chutes onto din areas that do not 800-533-8414 J If there is loose paint on the building. or if the other construction materials with plastic tarps. flow to streets or drains w w w .,-e d rti ^ e w a s_t_e._o_rg lJ Never clean brushes or rinse airtt paint tests positive for lead block storm Asp haltIC•on c re to Rem oval A P Protect from rainfall and prevent runoff with JAlways store both dry and wet materials w w w.re c v c le s to ff.c o m containers into a street,gutter, storm drain, drains Check with Cupertino Sanitary Drstnct Small Business Hazardous Waste: contaiFrencn drain,or creek. to determine whether you may discharge water ❑ Avoid creating excess dust when breaking asphalt temporary roofs or plastic sheets and berms under cover, protected from rainfall and runoff 4 0 8-2 9 9-7 3 0 0 or concrete. ❑ Park paving machines over drip pans or and away from storm drains or waterways. C� to the sanitary sever•or if you must send it r Q ❑ 1 orwater-based paints.paintout brushes b absorbent material cloth. rags. etc.7 to catch protect dry materials from wind Cupertino S a Sanitary r Sewer w e r ❑ is tr offsltefordisposa, as hazardous waste ] After breaking up old pavement. be sure to � g Y the extentpossibie.and rnse into an inside remove all chunks and pieces. Make sure drips when not in use. ❑ Secure bags of cement after they are open f CITY OF 408-253-7071 sink drain that goes to the sanitary sewer Be suretokeepwlnd-blown cementpowder - CUPEkTINO broken pavem ent does not tom e in contact ❑ Clean up all spills and leaks using 'dry" Santa Clara Valley Urban Runoff U For oil-based pairds. paint out brushes to the Pint Disposal, Return or Donation with rainfall or runoff methods (with absorbent materials and/or away from streets. gutters, storm drains _ Pollution Prevention P r mdispose rainfall• and runoff. 9 extent possible and clean oath thinner or J Dispose of unwanted liquid paint thinners. rags). o r dig a p. remove. and properly d isp ose 800-794-2482 J When making saw cuts- use as little water as solvent, Filter and reuse tninnersand solvents. solvents.glues.and deaning fluids as of contaminated soil. L-1 Do not use diesel fuel a s a lubricant o n where possible Dispose of excess liquids and hazardous waste(call the Small Business re s move le Shovel or vacuum saw-cut slurry and concrete forms. tools, or trailers State Office of Emergency residue as hazardous waste- Hazardous Waste Prgm:299-73t]0)- remove from the site Cover or protect storm L1 Collect and recycle or appropriately dispose of Services drain inlets during saw-cutting- Sweep up. and excess abrasive gravel or sand 1 -8 0 0.8 5 2-7 5 5 02 4 h rs V When thoroughly dry- empty paint d J Or Return to slier (Unopened p ened cans of paint properly dispose of all residues t l can use supplier ❑ Avoid over-application b water trucks for dust � brushes. rags. and drop doths may be may be able to be returned. Check with the ] Sweep. never hose down streets to Clean up co ntr ol. pp y R e p o rt s p ills to 9 1 1 disposed ofas garbage ve ndo r rega rding its "buy-back"pot") tracked dirt. Use a street sweeper or vacuum J Donate excess paint(call 299-7300 to donate.) truck. Do not dump vacuumed liquor in storm "4111!J11110S:tnt:t Clnri Y,t11cy drains Urban RiN➢edT Pollution Pro,cntion Program UPDATED SEPTEMBER 2016 APPROVE cc , �Wrmu _ �� � ,r.i� �, �. ��. � � � ��. �. 1� SHEET: IY F ZTPER 'I' IN � A. 1 .3CONSTRUCTION BE T MANA EMENT PRATTI � E � J -� -� -� � �J -� -� �� {r� SHEETS TiMM BORDEN, R=45512 DATE DEPARTMENT OF PUBLIC WORKS DIRECTOR OF PUBLIC WORKS II I1 I Fj�Ds Community Development Department Planning Division — Cupertino KEY NOTES � . 2 �: . . . . CUPLRTINO APPROVED Case# DP-2019-05, 24 : : : :LL:w; o� PROPERTY LINE. ASA-20rkg,;06,mber(s) 4Q 0 . , ❑2 6'-0" HEIGHT PROPOSED FENCE, SEE DETAIL 3/A.16. 0 04 e .'''SEliMApprova I %C!— y �I21 36 ❑3 EXISTING MONUMENT SIGN TO REMAIN. Approval Date 03/16/22 Signature Gian Paolo Martire .�='= :e I - PEDESTRIAN ACCESS. Case Manager OFFICE ENTRANCE. : : . . MANAGER RESIDENCE ACCESS. / I :-:or:-:-:-LL-LL-' ❑7 SLIDING GATE. : o : 40 CLASS 1 - (2X) BIKE LOCKERS: LOCKER SIZE AT 40 1/2"W X 50 1/2"H X 78"L ISEE SHEET A.10 LANDS OFS.C.V.W.D. ❑9 ELECTRICAL AND COMMUNICATION ROOM. : : 10 FIRE RISER ROOM. 44 11 MANAGEMENT AND RESIDENCE TRASH ENCLOSURE -SEE SHEET A.3.1. ` I 1 12 MANAGER RESIDENCE GARAGE. o� 13 MANAGER RESIDENCE COURTYARD. 16 29 : 14 PG&E HIGH VOLTAGE LINE EASEMENT. LANDS OF Q` 30 `•`.`LL CITY OF 15 ELEVATOR LOCATION. ��/ Q` 18 0 LL LL LL yl CUPERTINO PARCEL B QcZ IsszMasl 16 INFILTRATION AREA. SEE CIVIL. . O i 17 3RD FLOOR ABOVE LOADING AREA. i 25 :-:-� LANDSCAPE AREA.18 J� 44 47 19 VAN ACCESSIBLE PARKING. TYP. 35 18'0" FUTURE EV CHARGING STATION, PROVIDE PARKING SIGN INDICATING SPACE IS 20 36 - FOR"EMPLOYEE USE ONLY". 8 25 O 14 21 EXISTING 6 FOOT HIGH CMU BLOCK WALL (CALTRANS PROPERTY) 37 LL �� �j 0 •��' 'e'- EXISTING BUILDING TO BE IMPROVED. PROVIDE NEW METAL ROOF, GUTTER& �C ` p, � ❑ DOWNSPOUTS, NEW FIRE SPRINKLER SYSTEM. REPLACE ROLL UP DOORS AND ` mash 40 ENCLOSURE ','' EXTERIOR FINISHES TO MATCH NEW STRUCTURE. x` 40 0"SETBACK 37 23 EXISTING PG&E POWER TOWER. / 27 11 24 EXISTING CELL TOWER. ° �o � 42 - m- •17N-0 --,�, ' :-:-� 25 SIX-INCH WIDE FLAT CONTINUOUS CURB. STAIR#2 43 g 38 22 0� 26 VALLEY GUTTER. SEE CIVIL. 46 18,-0"39 �����` ` ` 35 EXISTING PG&E OVERHEAD POWER LINES. 20 o N 40 .` i e 28 PROPOSED RELOCATION OF INGRESS/EGRESS EASEMENT. 21 14 i i 34 � 29 2HR FIRE RATED WALL. i 22 45 .40 30 EXISTING LIGHT POLE TO REMAIN. 26 0� 17 28 �. ' '.. F1W 31 TRANSFORMER PAD. 27 I.IJ o 20 0 k LLLL.`LL Z 32 ENHANCED CONCRETE @ENTRANCE. 25 1 !° 9�, i ,° 28'0" 38 DRIVEWAY > ❑33 6" 0 STEEL BOLLARD. P4 `�� � � DC / /mod LEV.#s 34 ACCESSIBLE PATH OF TRAVEL. 19 23 / C pUIPMENT ROOM N 3 co ,\ : o of35 EXISTING 20 FEET EASEMENT TO BE ABANDONED/RELOCATED. SEE CIVIL. 18 15 z o J 36/ p : PROPOSED 20 FEET GATE ACCESS FOR TRAIL MAINTENANCE. d0' f 17 °� 37 SETBACK LINE. ❑ 0 33 w { 21 16 0� 43 / x�4'0 6 0 38 RETENTION BASIN. SEE CIVIL. 1.1-STC, TYPI- / •s, Id 7'-0" 34 39 F.D.C. 99� 46 i ❑ 37 • O �I p 10 I / ® 4 3 40 INTERIOR TRASH ENCLOSURE FOR ABANDONED ITEMS PICK-UP. 27 WASTE TRIO (RECYCLING, COMPOST, AND TRASH) ON CONCRETE PAD. / E°OIPMENT 5 I "URBAN RENAISSANCE, 36 GAL. MODEL SLURB-36TO, 38.6"HX26.6"D, DARK R00 10"0„ 45 34'8" i 44'-4" GREY METALLIC COLOR. 30 60' ELEV.#, 43Oq13:q°. 42 SIX-INCH RAISED CONCRETE CURB. 2 � o : ] / 12 0 11 10 9 8 46 34 43 DETECTABLE WARNING. 0 14 17 3'ON `Xs 145' � 41 70' DER oo 34 44 NEW FIRE HYDRANT. 23 — — 14'-0" 9'-0" 9'0" 9' 10'0" �oH 44 26 19 " 10 r 28 19 t - -`° 39 w NORTH 45 PRELIMINARY COLUMN LOCATION. J —aH 21 � > 34 N > 43 a 32 = 4 LU a I � � q '-'-' 46 STAIR LOCATION. —�H x 33 43 40 0 43 49 0 46 v > a co w / 0 44 0 iE c) N > ¢ w 47 WHEELSTOP. ENTRASH 21u,CLOSURE EQUIP. EJ`�ffii ✓0 1(0' . � 34 T - o" 32 o METEOR DRIVE 9'0" 9'0" 9'0" 24 �I I� 48 SHORT TERM BICYCLE RACK. B46 13 15 11 0 34' P.. 184`0 0 16 49 RESTROOM LOCATION. 4 °° Y 2 I FT 79'.4" w a ip. . . . . . � W ¢ CD 47 CD 0 "1.04 ' N LANDS OF CITY OF CUPERTINO "' N 40'-0" 30 S TBAOK 29 ] 29 18 SETBACK THIS DWINGITS CONTENTS ARE INSTRUENTS OF SERVIICE AND AREDTHE COPYRIGHTED PROPERTY OF JORDAN JOB NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE „ . CUPERTINO CA PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1 =30 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN 7 PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" DATE: 01/25/2021 ° YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. Community Development Department � � I Planning Division - Cupertino KEYNOTES -CUPERTINO APPROVED / /' / O� Case# DP-2019-05, O1' ASA-20rkg I�T,ber(s) °� PROPERTY LINE Approval C- 0 -04 -2� aig?1 I 2 FENCE Approva I Date 03/16/22 EXISTING MONUMENT SIGN Signature Gian Paolo Martire Case Manager / ' I •° ' x i BUILDING ' AREA = 5 5 / C 4 I (E) BUILDING AREA TABULATION DELTA OF NEW E BUILDING S.F. NEW AREA AND EXISTING AREA 1 525 S.F. AREA 5,215 S.F. `x Q AREA 3 4,319 S.F. AREA 9,024 S.F. O AREA 5 10,012 S.F. AREA 6 5,257 S.F. AREA 7 11,684 S.F. V I BUILDING D 13,510 S.F. TOTAL GROSS AREA: 59,546 S.F. 171,922 S.F. 112,376 S.F. (E) BUILDIN n , I I AREA I � 5,215 S. F. rm - - - - - #2 co - - I - - c off' ) E BUILDIN AREA I I 4,319 S.F. z / Iin G) 4:f- � I rn rn I (E) BUILDING AREA — 9024S.F.#4 N CD I I 1 \1 3 1 I I \ \ i /• (E) BUILDING AREA = 10,012 S. F. J L � #5 ON OH (E) BUILDING AREA = 11 ,684 S. F. _ NORTH #7 C° � x �x --x — —X-- L=�--- El I jordan ARCHITECTS, INC. ■ THIS DRAWING ITS CONTENTS ARE INSTRUMENTS OF 131 CALLEIGLESIA, SUITE 100 SERVIICE AND AREDTHE COPYRIGHTED PROPERTY OF JORDAN J 0 B NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE C U ERTINO CA PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1"-3O' CA 92672-7541 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN 7 PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT' DATE: 01/25/2021 Telephone 0 9 I YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. . , . • • , FHB o9 Community Development Department Planning Division — Cupe iBJJILDING AREA TABULATION ( Square Feet ) ==: :LL KEY NOTES CUPERTINO - APPROVED �.-.-�..-.`.1 0� Case# DP 2019 05, ❑ PROPERTY LINE. mber(s) SELF OFFICE & GROSS ::::::%=.= = =���=: 9 ASA-2�&* , BUILDING 4rT�" ` ' `LL` 0 20'WIDE ACCESS GATES IN ACCORDANCE WITH CFC, SECTION 503 AND A roval %C!- �0'�9-04 STORAGE RESIDENCE AREA � sE1aACK o� 0pp APPENDIX D 3 ACCESS KEY PAD W/ KNOX BOX. Approval Date 03/16/22 BUILDING A 119,747 Signature Gian Paolo Martire : `- 4 FIRE HYDRANT. UNOBSTRUCTED CLEAREANCE= 15' EITHER SIDE OF HYDRANT VYC :�:-:� ❑ Case Manager 1st LEVEL 38,809 0 .:. : 20' CLEAR FIRE APPARATUS ACCESS ROAD. MARKED "FIRE LANE"AS 2nd LEVEL 38,969 0 REQUIRED. 3rd LEVEL 41,969 O 1 ❑6 RESIDENCE ACCESS PATH. 7' CLEAR GROUND-LADDER RESCUE AREA BUILDING B 0 28,568 / I ❑7 PROPERTY IDENTIFICATION NUMBER PLACED ON BUILDING PARAPET 1 st LEVEL 14,234 0 / o LL: 2-HOUR FIRE RESISTANCE WALL, BLDG. 'B' ONLY, ALONG PROPERTY LINE. 30" 2nd LEVEL 14,334 0 / 1 MIN. PARAPET FROM TOP OF ROOF DECK REQUIRED BUILDING C 5,012 LANDS OFS.C.V.W.D. / ❑ 9 PROPOSED 20 FEET GATE ACCESS FOR TRAIL MAINTENANCE TO SERVE AS / / :::.� ❑ SECOND EMERGENCY ACCESS. KNOX KEY SWITCH WILL BE PROVIDED. OFFICE 0 1 ,271 MGR. RESIDENCE 0 1 ,271 4❑ :: : -�- 10 FIRE TRUCK TRAVEL PATH. GARAGE 0 279 11 FIRE RISER ROOM. COURTYARD 0 237 12 F.D.C. LOCATION. STORAGE 1 ,954 0 G 0 PA o� :•:- 4 13 STANDPIPE LOCATION. BUILDING D 13,518 13,518 �� I 29 , 'W`-.� LANDS OF (Existing to Remain) C;0 2� I 18 00 LL. :::::I CITY OF TOTAL 163,787 3,058 166,845 �� Iz� 3 :yi:-�I CUPERTBNO FIRE NOTES Q. �w� 4Q o I (362 M 46) C�1 !' � �� 33 `LL`- .�•:.:.:.:-:-'LL� 1. THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE `Q`(/ RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. A STATE OF CALIFORNIA LICENSED (C-16 FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS 35 '�'LL`-`LL'LL`-`LL' DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CFC SEC. 903.2 AS 18 0 ADOPTED AND AMENDED BY CUPMC. \\\\\\ �8 CLI� 36 �-:� •. '� : : : : :-' 2. POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY \ 37 CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR SUPPLYING THE Q/ / \\ ` i `, SITE OF SUCH PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH `� �° \ ❑ \ REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER BASED FIRE PROTECTION SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE : : f : : SETBACK CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. 3. TIMING OF INSTALLATION. WHEN FIRE APPARATUS ACCESS ROADS OR A WATER SUPPLY FOR FIRE \\ I I \ \ 1- PROTECTION IS REQUIRED TO BE INSTALLED, SUCH PROTECTION SHALL BE INSTALLED AND MADE \ I \ 1 SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION EXCEPT WHEN APPROVED .�V-w - --- / : . .17 0 - - : ALTERNATIVE METHODS OF PROTECTION ARE PROVIDED. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE BY VEHICLES IN ACCORDANCE WITH SECTION 505.2 CFC SEC. 501.4. / \ \\\ , �•I \ .E 18'-0" .`.: :. 4. NEW AND EXISTING BUILDINGS EQUIPPED WITH FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA V A IT 72 AND REFER TO CFC SEC. 907. 5. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION SI-7. \ '� 40 ' 'f`�' `LL PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE TO \ 13 i I \ \ yLL�`` LL± `'. " THE PROJECT. CFC CHIP. 33. 5 . 6. NEW AND EXISTING BUILDINGS EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13. \ I \ \ 7. REQUIRED FIRE ACCESS EXCEPTION:PROJECTS HAVING A PER BUILDING GROSS AREA OF UP TO / 22 124,000 SQUARE FEET [MAY] HAVE A SINGLE APPROVED ACCESS ROAD WHEN ALL BUILDINGS ARE \/ \ _ EQUIPPED THROUGHOUT WITH APPROVED SPRINKLER SYSTEMS.28 I \ LL` l l llllllll 1 '8. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS BUILDING NUMBERS \ � \ � � A l l l l l l l l :-:- 21 A \ / I OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND o� \ \ 27 llllllll : VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS co Lo : : : l l l l l l l l l l : NUMBERS SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY LU RESPONSE. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. 24 o` llllllll NUMBERS SHALL BE A MINIMUM OF 4 INCHES (101.6 MM) HIGH WITH A MINIMUM STROKE WIDTH OF \ u_ / 19 \ �p 5� /�s I \ \ O :-` l l l l l l l l l l : : : 0 0.5 INCH (12.7 MM). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT �j 3 llllllll - -` 1 BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE .�. . . EL al USED TO IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. CFC SEC. 505.1. 0t0 18 \ \\ \ I \ \ % l l l l l l l l l l •� 6 0 0 9. TWO-WAY COMMUNICATION SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH : :.:•: Q NFPA 72 (2016 EDITION), THE CALIFORNIA ELECTRICAL CODE (2013 EDITION), THE CALIFORNIA FIRE CODE (2016 EDITION), THE CALIFORNIA BUILDING CODE (2016 EDITION), AND THE CITY ORDINANCES fa 17 0� \\ I \ ■_I llllllll '.'•'. WHERE TWO WAY SYSTEM IS BEING INSTALLED, POLICIES, AND STANDARDS. OTHER STANDARDS ❑1 \ I m �+. . l l l l l l l l l ALSO CONTAIN DESIGN/INSTALLATION CRITERIA FOR SPECIFIC LIFE SAFETY RELATED EQUIPMENT. / \ \\ / I \ 10' l l l l l .:.:. THESE OTHER STANDARDS ARE REFERRED TO IN NFPA 72. /h� BUILDING A ll ll : : : . S S s 16 \\ \\ \\ / \ \ llllll . : : :LLI 10. EMERGENCY RESPONDER RADIO COVERAGE IN NEW BUILDINGS. ALL NEW BUILDINGS SHALL HAVE 41 NORTH APPROVED COVERAGE FOR CY RESPONDERS BUILDING BASED UPON TYPE 1113 THE EXISTI G COVERAGE LEVELS OF THE PUBL C SAFETY COMMUNICATION ONSYSTMSOF THE OFFICEIRESI 7]-Q l l l l l l l : : : : JURISDICTION AT THE EXTERIOR OF THE BUILDING. THIS SECTION SHALL NOT REQUIRE IMPROVEMENT OF THE EXISTING PUBLIC SAFETY COMMUNICATION SYSTEMS. REFER TO CFC SEC. �\ I I llllllll : 510 FOR FURTHER REQUIREMENTS EMERGENCY RADIO RESPONDER COVERAGE REQUIREMENTS \A 11 M l l l l l l APPLY TO BUILDING A. 13 V � l l . 11. FIRE ACCESS IN ACCORDANCE WITH CFC, SECTION 503 AND APPENDIX D. 10. „ 0 12. FIRE FLOW IN ACCORDANCE WITH CFC, APPENDIX B. lllllll�ll SFT 60 I I 34 8 LLU-T44 13. TOP OF STORAGE CONTENT DOES NOT EXCEEDS 8'-0" HEIGHT. 4 14. MINIMUM 18" CLEARANCE TO BE PROVIDED AT SPRINKLER HEADS. \ q 13 I \ e :::LL❑ 15. THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTORS ARE 12 0 11 10 9 8 11 \ \ 3'0" 6 5 12 RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO ❑ 0:j DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED.A D CV O� \ a0 VMVv CESSI&E 5 \\ \ `�S ±145' `'a`° bo 70' : 2 IE" ®` STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, k _ _ _ ec`''' °"`" CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS \ \ v ±38T-0"FIRE HYDRANT _ 14'-0" 9'-01, 9'-0" 9' 10'-0" _ _ \ \ DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CFC SEC.903.2 AS ,OH \ \ \ \ R 0" n 5 w ADOPTED AND AMENDED BY CUPMC. �OH \ \ \ \ \ \ \ \ \ \ \ \ \ \ N 16. FIRE ALARM SYSTEM TO BE PROVIDED. UNDER DEFERRED SUBMITTAL. LU °H X. Pumpe(fireimck Q w 9'-0" 9'-0" 9'-0" / - \ V A METEOR DRIVE BUILDING B ,--„ ED 16=6 = . . . 16' 34' � 4,_8„ Uj Z 15 °� ❑14 13 ' ' : c1l -STORY - TYPE 11 11 4 3 2 1 : . :: : o a Yw7 e 379'4" Q M ` LU N Y IY � Q , oQ q ¢ 0; ' cn � ❑8 LANDS OF CITY OF CUPERTINO 1 8 IJ ❑2 "' N 40'-0" 0" S SETBACK TBACK ITS CONTENTS ARE INSTRUENTS OF SERVIICE AND ARETHIS DWINGDTHE COPYRIGHTED PROPERTY OF JORDAN JOB NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE If CUPERTINO CA PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1 =30 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN 7 PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" DATE: 01/25/2021 . . . YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. . , . Community Development Department FHB o9 Planning Division — Cupertino . :::LL- KEYNOTES CUPERTINO APPROVED Case# DP-2019-05, ASA-2014c ,mber(s) y. LL LL LL o� 1� MANAGEMENT& RESIDENT TRASH ENCLOSURE. SEE A.16 FOR DETAILS A rova I %C- 1 0 t9-04z1 SETBACK o� 45'-0"TRUCK BACKUP/PICKUP CLEARANCE. Pp v2 I� /Z Approval Date 03/16/22 �� : � :;� : : : :�� �3 10'X10' CONCRETE PAD Signature Gian Paolo Martire �-` .LL. ``LLLL ❑ WASTE TRIO (RECYCLING, COMPOST, AND TRASH)ON CONCRETE PAD. •.•.�• 4 Case Manager . LL URBAN RENAISSANCE, 36 GAL. MODEL SLURB-36T0, 38.6 HX26.6„D, DARK LLLL �, GREY METALLIC COLOR. ABANDONED LARGE ITEM INTERIOR STORAGE UNIT-TO BE COLLECTED BY A PRIVATE COMPANY WEEKLY OR BIWEEKLY AS NECESSARY. I TRASH TRUCK ROUTE. GENERAL NOTES / I LANDS OFS.C.V.W.D. / 1. THE ENCLOSURE SHOULD BE CONSTRUCTED ON A FLAT AREA WITH A GRADE OF NO MORE THAN 2% , IN ORDER TO ENSURE THAT CONTAINERS CAN BE SAFETY /% SERVICED AND RETURNED TO THE ENCLOSURE. 2. ENCLOSURES SHALL BE READILY ACCESSIBLE TO BUILDING OCCUPANTS, FACILITY MAINTENANCE PERSONNEL, AND TO THE FRANCHISED WASTE HAULER. ENCLOSURES SHALL PROVIDE ADEQUATE ACCESS SO AS TO MINIMIZE EFFORT IN THE COLLECTION AND REMOVAL OF CONTAINER CONTENTS FROM THE -, ENCLOSURES. SHOULD CONSIDER VEHICULAR AND PEDESTRIAN TRAFFIC PATTERN. 3. ENCLOSURES AND AREAS AROUND THE ENCLOSURES SHALL BE DESIGNED TO o� LL:LL. PREVENT LIQUID RUN-ON TO THE AREA AND RUN-OFF FROM THE AREA, AND TO Q� I`LL29 : :LLLL CONTAIN LITTER AND GARBAGE SO THAT IT IS NOT DISPERSED BY THE WIND OR 30 -`-` LCTDYOFF RUNOFF. ENCLOSURES AND AREAS AROUND ENCLOSURES SHALL NOT (� / I LLLL- LLiLLw1 DISCHARGE TO THE STORM DRAIN SYSTEM. IF PROPOSED USE OF THE CUPERTINO DEVELOPMENT INCLUDES A FOOD SERVICE FACILITY, ANY DRAINS INSTALLED IN / I 3y :-LLw:LL:LL :': PAR OR BENEATH ENCLOSURE AREAS SHALL BE CONNECTED TO A GREASE REMOVAL I o / (362 M 46) : LL I .w.LL.LL. .LLLLLL DEVICE PRIOR TO DISCHARGING TO THE SANITARY SEWER.� O g 4. FOR PROPERTIES THAT NEED TO LOCK THEIR ENCLOSURE OR BINS, THE CITY'S 33 `�LLLL,LL`LLLLyyy_A FRANCHISED HAULER WILL SUPPLY CONTAINER LOCKS AND KEYS AT A LOCK I ' CHARGE FEE IN ACCORDANCE WITH THE SERVICE AGREEMENT FOR THE )k SIX <kl, !,�/ ` / \ \\- \\ \ I I4 PROPERTY. �' 5. THE GATES SHOULD BE MAINTAINED IN GOOD WORKING ORDER AND SHOULD J REMAIN CLOSED EXCEPT WHEN IN USE. THE ENCLOSURE OPENING, INCLUDING GATE AND HINGES, MUST PROVIDE A MINIMUM OPENING OF NINE (9) FEET TO ALLOW CONTAINERS TO BE MOVED IN AND OUT OF THE ENCLOSURE. LL. 6. 30" CLEARANCE BETWEEN CONTAINERS IS REQUIRED BY CITY OF CUPERTINO.36 �LL LL - ; - ; 7. THE FLOOR OF THE ENCLOSURE SHOULD BE CONCRETE, SINCE ASPHALT CAN 3 BUCKLE UNDER HEAVY LOADS OR IN HOT CONDITION. Q \\ \\ \\ 37 0 ILL. I`.`•'- - 8. A CONCRETE PAD SHOULD BE PROVIDED OUTSIDE THE ENTRANCE TO THE 10`- ': LL ENCLOSURE. DIMENSIONS SHOULD BE APPROXIMATELY 10FEET WIDE AND 10 FEET LONG. THE PAD SHOULD BE CAPABLE OF WITHSTANDING THE IMPACT OF THE BINS BEING SET DOWN,AND A 20-TON STATIONARY LOAD. \\ \\ \\ 40'-0"SETBACK 9. A SEPARATE TRASH ENCLOSURE PLAN SHEET WILL BE PROVIDED AT THE TIME OF THE BUILDING PERMIT SUBMITTAL, WHICH ALL ITEMIZED BELOW WILL BE PROVIDED VA VA IF APPLICABLE. I • IDENTIFY INTERIOR DIMENSIONS AND CLEARANCES. _ I • LIGHTING.\ LLLL M --ILL .` �. / / °� \\�\\ I \\ - LLM; ' ` �' LL .LL ] • SIZE OF ALL CONTAINERS. \ \ \ I \ \ \ • A NARRATIVE PLAN SHOWING BUSINESS OPERATORS PLAN TO STORE/DISPOSE OF V V A \ 38 \ KE LARGE BULKY ITEMS ABANDONED/DUMPED ON THE PREMISES.LL�LLLL e:LLLL. ; g92 TRASH ENCLOSURE LAYOUT I o40 w o /22T.=t. z / \ \ \ .LL. . . . . N CART CART \ 8 1 2 21 \ \ \ m llllllllll llllllllll : : , \ \ \\ / : �e: : : llllllllll o �G "A \ \\ \ / 0 W F�q 26 I \ \\ l l l l l l l l l l .` o 20 VA / : llllllllll : pz VA VA VA 25 6 CN • . 9D \ \ \ p I \ - � llllllllll . :LL:� � a LU \ \\ \\ 24 0` Y llllllllll z U 19 \\\ \ / ~ U_ BIN 1 BIN 2 \A DC `-`-�`•`-'- llllllllll `-' LL o VVAVA A �V I O -` llllllllll : - :� w o 23 I \ \ I to 3' :.: : : llllllllll ` ,� c, � llllllllll -: :-LL- o 18 0 \ \\ \\ I \ \ LLJJ m SEE SHEET A.16 FOR MORE 17 0� \�A VA VA V J till ll till DETAILS V I m � : : llllllllll : : : F- 10' llllllllll : : : : s BUILDING TRASH: ' // 16 \\ \\ \ 3-STORY - TYPE IIB I 41 llllllllll : : : : 1. SELF-STORAGE: BIN 1 & BIN 2 : I 4,8„ I� llllllllll : : : : BIN #1 - RUBBISH 1.5 CU.YD. l�l @ l till VA�\V AA\ / I. A \ ,I lll l l l :•. BIN#2 RECYCLING 1.5 CU.YD.RESI : :OFFICE � lll � TAN1 CAR #1 33 GAL. �� I M llllllllll % . .w. � �/0'� "� 34'-8" 60, \ o LL=� LEGEND : \ \ \ ° T.Oto 4 i \ \ 12 — 11 10 9 8 \ 6 5 VPNACGESS"LE • • . - LLLL± 4 . PPRI(ING vv ° """ � _ _ _ vv MA-ER ® P" NORTH DIRECTION OF TRAFFIC . vrarcixc ��Q V AA \\ 14'0" 9'0" 9'0" 9' 10'00OVA LU \\ V A V A \ \ VA \ z SOH \ \ \ \ \ W OH \\\\ \\ \\ \\\\ \\ \\ \ \\ \\ \ \ \ \\ \\ \ \ \ \\ \ \\ \ \ \ \\ \ \ \77�\ \ \ \ \ - \ \ \ \_ \\ \\\\ w \ \ \ \ \ \ \ \ \\ \ \ \ \\ \\ \ \ \\ \\ \ \ \\ \\ \ \\ \\ \\ \ \\ \\ \ \\ \�\\ \ \ \ \ \ - Qw 1! '�� TRASH TRUCK TURNING TEMPLATE \ \ \\ \ \ \ \ \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ \ \ \\ \ \ \\ \\ \\\ \\ \�\\ \\ \ \ o w - - - + N 'If w a 9'-0" 9'-0" / \\\\\\ \ \ \ o METEOR DRIVE 5 BUILDING _ : LL,`LL,LL: LL z 4 3 2 1 �•�" 15 °r14 13 :LLLL : N 2-STORY - TYPE II LL=LL=: :LL:� > Cn H U U jordan CD CD co�.� "' N LANDS OF CITY OF CUPERTINO "' LU 40'.0" S TggCK SETBACK ARCHITECTS, THIS SERVIICE AND D ARE NG DTHE COPYRIGHTED PROPERTY ITS CONTENTS ARE EOF JORDAN JOB NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE 11 PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1 =30 , 92672-7541 C U ERTINO C A REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN Telephone PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" : 0502 . . . 0 9 0 DATE 1/2 /21 , YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. • , Community Development Department Planning Division — Cupertino KEYNOTES .`.`. cUPERTINO APPROVED �� ff Case# DP-2019-05, . . f LL : :y' S °� 1❑ PROPERTY LINE ASA-2014c I',ber(s) A rOVa1 C— 10 9-04z1 '�' '.�.��` y � ❑2 EXISTING PG&E POWER TOWER. p� Y2 I -8 3 1 °� Approva I Date 03/16/22 - 3 CELL TOWER. Signature Gian Paolo Martire Case Manager LL ❑4 EXISTING PG&E OVERHEAD POWER LINES. i aW ❑5 SETBACK LINE. EilEXISTING 6 FOOT HIGH CMU BLOCK WALL (CALTRANS PROPERTY) LANDS OF S.C.V.W.D. 29 O LANDS OF 30i�`.� CITY OF 3 I CU PECTIN O -`-`•` '•' PARCELS (362 M 46) 32 �� �► �` / 4 33 134 3536 ��✓� off ` 11 37 y • T . . . Pop 38 / / � . . . . •LL4 LLLLLLLLLL I I 6 I 40 lu 22 > / 77 a 2 4 I ��-�����• llllllllll . �� 21 'OG' $ I I llllllllll .`.` / 9s I — . .-: llllllllll a lllllllll : ' : o 26 101111111 LL:LL. Lu 19 4 �10, 24 P POS 20'I.�.E. O l l l l l l l U o / 23 ;' ASE NTTO EDEIATE �j llllllllll 18 � � • l l l l l l l l l l `•'•'•� Cn z o m /- / / I I U LL�� .�.•`LL• l l l l l l l l l l '.LL-LL.'� � m / . . . / � I � � `.•.•.`. .•.• llllllllll .�.�-`. 17 °� I m .`. 1111111 l l 1 . . / I l 111111111 ---% . BUILDING A I l l ll l l l l ll •.-.`.`� 6 41 3-STORY TYPE 1113 11 � :.:•`::•`:��`::- � / / I � I l l l l l l l l l l -:-�•:•� i OFFICEIRESI :lllllllll :•:-:•:- / I lllllllll :•:•:-:-. I �° lllllll l l •:-:-;�;�� / � llllllllll �-�-�-�•� i I � llllllllll � ; � —/ A I a� llllllll 12 11 10 8I ` o NORTH �00 I I ALL: o AREA TO BE DEDICATED —00 C / ` I IN FEE TO THE CITY OH 1 / 2 3 / - T METEOR DRIVE 5 BUILDING B z w LL±i;- 15 14 13 2-STORY - TYPE 1113 LL• 4 i=LL-.LL:LL:� > Q jor an 1 LANDS OF CITY OF CUPERTINO 5 C� C ARCHITECTS, INC. THIS DRAWING ITS CONTENTS ARE INSTRUMENTS OF 131 CALLE IGLESIA, SUITE 100 SERVIICE AND ARE DTHE COPYRIGHTED PROPERTY OF JORDAN J 0 B NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE „ CUPERTINO CA PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1 =30 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT' DATE: 01/25/2021 Telephone 0 9 0 YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. Facsimile 949/388-8290 Community Development Department Planning Division — Cupertino KEYNOTES CUPLRTINQ APPROVED Case# DP-2019-05, ASA-2�prkg�l�,ber(s) PROJECTION OF 2ND &3RD FLOOR ABOVE. q ❑2 EXTERIOR DOOR. Approval 2��C8r��1 s., Approva I Date 03/16/22 �' ❑ 3 PRELIMINARY COLUMN LOCATION i Signature Gian Paolo Martire 4❑ CANOPY PROJECTION ABOVE. Case Manager 20 ❑5 PROJECTION ABOVE. 1OX20 EXTERIOR WALL. SEE ELEVATIONS FOR FINISH. 1OX20 ❑7 CANOPY PROJECTION BELOW. TRASH 1OX20 ENCLOSURE WINDOW/ALUMINUM STOREFRONT 1 OX20 1 OX23 ❑9 INTERIOR PARTITION 10 1 OX20 10 UNIT ROLL-UP DOOR /� 1 OX32 �❑ 11 FAUX ROLL-UP DOOR ' 10X20 C, ❑� i lox 10 5X5 5X5 ARTS 12 DETECTABLE WARNING. 1OX20 1OX20 — _ 12 13 LOADING AREA BELOW. i 1OX20 1OX20 STAIR#2 14 F.D.C. STAND PIPE 1OX20 6 15 RESTROOM. 10X20 1OX18 1OX20 1OX20 9X10 14 I 1OX20 10X20 1OX10 1OX20 1 OX2O X1 O EXTERIOR WALL & SHAFT WALLS 1OX20 o 10X20 1OX10 �cx-, _ 1OX10 1OX20 10 PARTITION WALL/LOAD BEARING 2-6" .5 1OX20 o�Po 10X20 1OX20 10X10 c 1 1 OX15 W,11 1OX10 1OX20 o�PG 10X20 1OX20 al 3 1OX20 1OX15 cnl 10X10 10X20 1 / 10X20 �I o w'I 1OX20 10X10 10X10 10X10 10X10 x <II 10X10 1OX20 9 3 HI / 1OX15 RI 10X10 1OX20 / o XI o 61, 101, 15X15 6X10 1OX15 10X15 1OX15 1OX15 1OX15 � �11 ;� oep❑ 5X5 II 10X10 10X20 o oso I eeeeeea F� �� 9X10 x 10X10 1OX20 k�2 O ° '"oeeeoo LO I 10 1OX20 QUIPMENT 5 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 S�PP Roots `� 9X1O NOTE: X 10X10 10X20 MAXIMUM TRAVEL DISTANCE TO BATHROOM LOCATED ON SECOND FLOOR IS 1 OX20 14X15 187 FEET, INCLUDING VERTICAL DISTANCE BETWEEN FLOORS. 1OX20 -----MAXIMUM TRAVEL DISTANCE= 101---------- 10X20 10X10 1OX20 CD I 1OX20 1OX20 8X10 10X17 10X20 >< 10X10 10X10 10X10 10X10 10X10 10X10 o- 1OX20 1OX20 0 1OX10 1OX20 �� KEY PLAN 1 8X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 x 1OX20 1OX20 1OX10 1OX20 12 10X20 1OX20 CD 10X10 10X20 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 s� 10X20 III �r 5X5 5X5 _' 10X20 10X20 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 0 10X10 10X20 PP 10X12 10X10 10X15 10X15 10X15 10X15 10X15 10X15 x � III NORTH 10 X X � 5X10 5X5 5X5 5X5 °J r 1 A.17 ----MAtMUM TRAVEL DISTANC_E_= 14— ------------- ----------- A 17 1OX20 X I n EQUIPMENT 1OX20 1 X1 1 X1 1 X1 1 X1 1 X1 1 X1 1 X1 1 X1 1 X1 1 X1 1 X1 ROOM 14X1 1OX15 1OX15 1OX15 1OX15 1OX20 10 0 OFFICE & 10X20 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 5 5 5 BUILDING A RESIDENCE EV.#1 1OX20 10X20 0 eeeeeeeeeeee,eee°aeev0000a000000000000............ aeeeeee°eeee,eeeeeeeeee.... oo.... ............. ®~ m METEOR DR. ~ • 10X20 ; ao 00000000000000 ooeeeeeeeee°ae;;;ee o0 10X20 000eeeee;;;,eeeeee o000 00000000000 ooeeeeee...... e �oeeeee,,,,,eevee vo_ 000� ,000000000000eee°eeeee°o o �� _ 1_ BUILDING B 1 1 LLi 1OX25 1OX25 1OX25 1OX25 1OX25 1OX25 1OX25 1OX25 1OX25 1OX25 1OX25 0 �, 1OX25 1OX25 1OX25 1OX2 — — 17.5X20 1 OX21 9 N BUILDING A - FIRST LEVEL 1 1 OX 14 14 5' VAN ACCESSIBLE PARKING FIRE UNIT COUNT # = 214 UNITS \ ` C, _ L 14 — MAMA - - - - - - RISER 6 10 10 12 144'-9" 60'-0" 70'-0" or 274'-9" , an ARCHITECTS, INC. -40, THIS DRAWING ITS CONTENTS ARE SERVICE AND ARED THE COPYRIGHTED PROPER YEOFJORDAN JOB NUMBER: 17-606 1 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1/1 6"=V-0" CA 92672-7541 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN 7CU ERTINO CA DATE: 01/25/2021 Telephone PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" 0 9 YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. ■ , . . . Community Development Department Planning Division — Cupertino KEY NOTES CUPERTINO APPROVED Case# DP-2019-05, 1 PROJECTION OF 2ND &3RD FLOOR ABOVE. ASA-2014,06;lberesl EXTERIOR DOOR. ,�XC 20V-04 Approval ' y2 �9szl 3 PRELIMINARY COLUMN LOCATION Approval Date 03/16/22 Signature Gian Paolo Martire ' 1OX15 4� CANOPY PROJECTION ABOVE. Case Manager j 5�o 10X14 PROJECTION ABOVE. s� 11 , 10X10 �6 EXTERIOR WALL. SEE ELEVATIONS FOR FINISH. 5 CANOPY PROJECTION BELOW. 10x10 X 8X10 WINDOW/ALUMINUM STOREFRONT O 5X 5X ❑9 10x10 INTERIOR PARTITION 10x1 o X 1 OX13 �g� 10 UNIT ROLL-UP DOOR 5X 1OX10 X 5X5 11 FAUX ROLL-UP DOOR ' X 1OX20 /� > 11 1 oX1 o V5 _o 12 DETECTABLE WARNING. X co 10x10 X5 X 10X20 � ' 13 LOADING AREA BELOW. ' ' X 1 OX20 7 14 F.D.C. STAND PIPE 10x1 o X X5 X5 1OX20 - 15 RESTROOM. /� i 10x 1 o X5 9CD 10X10 X X5 1OX20 x10 L., WALL LEGEND X 1OX20 OX10 1OX15 10x10 14 10X10 5X EXTERIOR WALL & SHAFT WALLS 5X 10X20CD 10x10 X — 10X V 1OX20 1OX15 1OX15 1OX15 � i��i Iwo PARTITION WALL/LOAD BEARING 2-6" 10x 10 X 1 � 0 X2 0 X10 5X5 a X wl 10X 10 ,b OAP - ' 10X15 5X Ui 10X20 zl 10x10 10x10 10x10 10x10 10x10 x U) 10x10 4 10x10 ` lo o w 10x10 10x10 10x10 10x10 10x10 10x10 L.LII, 10x10 10X10 �I 10X15 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X5X'i 10x10 13 1OX15 0 � X 10x11 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 o --------------------------------- U) i LEV.#2 15 1OX20 oES i' 1OX16 10X10 10X10 1OX10 10X10 1OX10 10X10 1OX10 10X10 x o , 1OX10 M 0 NOTE- 1OX15 I 7 X5 ,' _O +I Q MAXIMUM TRAVEL DISTANCE TO BATHROOM LOCATED ON SECOND FLOOR IS 10X10 1OX15 Ix 10X10 10x10 10x1 o 10x10 10x1 o 10x10 10x10 10x10 10x10 X a 203 FEET, INCLUDING VERTICAL DISTANCE BETWEEN FLOORS. 1OX15LLI 0x10 ,, 10x10 1 0 1OX15 ' 10X22 1MCI 0 �� 1OX13 10X18 1oxlo X 10x10 10x10 10X10 10x10 10X10 10x10 10X10 10x10 x 10x10 �, � KEY PLAN 14 10x10 10x10 1OX20 ti 1OX13 1OX10 10X10 10X10 X 1OX10 1OX10 1OX10 1OX10 1OX10 1OX10 10x10 10X10 X 10x10 10x 10 �o ��� 6X5 `�' � 1OX20 zl <' 10x10 U)I ' 1OX20 8X10 10x10 10X10 10X10 10x10 10x10 x 10x10 10X10 10x10 10X10 10x10 1oX10 1OX10 10X10 x of ��� 1_0 Ln W 10x20 >� 10X10 10X10 ��0 10X13 9x10 1OX10 1OX10 1OX10 1OX10 1OX10 1OX10 x 10x10 10x10 10X10 10x10 10X10 10X10 10x10 10x10 x <' 1 \ � ,, 10X10 A.17 , A.17 Xi X X 6x12 X < � 10x10 NORTH 1OX1 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 14X15 1OX15 10X15 10X15 10X15 OFFICE & X 5X5 5X5 ELEv.#� 5X5 5X5 BUILDING A RESIDENCE ��I X5 0 0 0 10x 10 i 0 I X 10X10 10x10 X 10x10 10X10 10X10 x + \ 5X 9x10 10X 10 1OX10 10X10 1OX10 10X10 1OX10 10X10 10X10 �, 13 �, �� METEOR DR. 10X23 10x10 1 BUILDING B 11 w 1OX23 0 5X5 5X10 1OX15 1OX15 14 10x10 10x10 10x10 10X10 10x10 10X10 OVID 10x10 10X10 10x10 10X10 10X10 � < LO DISPLAY LINI��S �Q N �r SEpARATIpN OF EXITS '\—ai 11 274'-9" BUILDING A - SECOND LEVEL UNIT COUNT # = 303 UNITS jordan ARCHITECTS, INC. THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF 131 CALLE IGLESIA, SUITE 100 SERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDAN JOB NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE SCALE: 1/1 6"-1 -0" PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR CA 92672-7541 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN 7CUPERTINO CA DATE: 01/25/2021 Telephone PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" • • 0 • YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. ■ • , . . . Community Development Department Planning Division — Cupertino KEY NOTES CUPERTINO APPROVED Case# DP-2019-05, A�'A_�101�c��f�mber(s) ,� PROJECTION OF 2ND &3RD FLOOR ABOVE. Approval C- I� -04z1 /' �' �2 EXTERIOR DOOR. P P �'29-8�� Approval Date 03/16/22 ❑3 PRELIMINARY COLUMN LOCATION Signature Gian Paolo Martire �� 4❑ CANOPY PROJECTION ABOVE. Case Manager vJ 8 O 5X � �5 PROJECTION ABOVE. �6 EXTERIOR WALL. SEE ELEVATIONS FOR FINISH. CD X �7 CANOPY PROJECTION BELOW. 8X1 WINDOW/ALUMINUM STOREFRONT 10X10 x $ J 10X10 `f' ' ❑9 INTERIOR PARTITION / o 1OX10 8X10 o � 10 UNIT ROLL-UP DOOR 10X10 11 10X10 10X10 10X15 5X5 11 FAUX ROLL-UP DOOR ; 10X10 10X10 1OX15 12 DETECTABLE WARNING. 10X10 10X15 2 13 LOADING AREA BELOW. 10X10 5X511 � 10X10 1X1 /�J 14 F.D.C. STAND PIPE 10X10 10X10 1OX15 9X10 0 15 RESTROOM. 10x10 1OX15 WALL LEGEND 10X10 10X10 10X15 10X10 10X15 10X10 ' 14 10X10 10X15 x cD EXTERIOR WALL & SHAFT WALLS 10X10 10X10 10X10 �S�P 10X10 1 OX15 1 OX15 1 OX15 1 OX15 00 PARTITION WALL/LOAD BEARING 2-6" � 10X10 X10 5 5 II 1OX10 10X10 1OX15 � �P �� 3 o Q 41 10X10 1OX15 10X10 10X10 10X10 10X10 10X10 X 10X10 �P SX 10x10 LO �0 10X15 5X8 5X10 5X10 5X10 5X10 5X1 Uj 0 5X5 10X10 10X15 > 10x10 � 8 10X10 0 1OX15 9X10 10X10 10X10 10X10 10X10 10X10 1OX10 X X 10X10 CD 10X10 Q o 1OX15 0 2ECD O N X 100 10X10 10X10 10X10 10X10 10X10 10x10 10X10 X 10X10 U) 10x10 10X10 I-_ w 10X 1 o LEV.#2 CD 10X10 X5 1OX16 1OX10 10X10 1OX10 1OX10 1OX10 1OX10 1OX10 10X10 q o 0 10X10 6X1 10X10 M ° 10X10 0 +I Q NOTE: 10X15 10X10 MAXIMUM TRAVEL DISTANCE TO BATHROOM LOCATED ON SECOND FLOOR IS 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10x10 10X10 w 225 FEET, INCLUDING VERTICAL DISTANCE BETWEEN FLOORS. 10X10 10X10 1OX15 � 10X10 co 10X10 �� 1OX22 1OX18 0 0 10X10 1OX15 0\�� 1OX13 10X10 10X10 10X10 10X10 10X10 10x10 10X10 10x10 X 10X10 10x10 1OX15 J�� o KEY PLAN 14 10x10 CD 10X10 ��P 10X13 10X10 10X10 10X10 x 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 x 10X10 ' 10X10 1OX15 \��� 6X5 II w 10X10 10X15 � Q 10x10 CD c / s� 10X10 1OX15 8X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10x10 w 10x 10 0 10X10 0 0 10X10 gX10 10X14 9X10 1OX10 1OX10 1OX10 1OX10 1OX10 1OX10 X 10X10 10X10 10X10 10X10 10X10 10x10 10X10 10x10 '�, 1 7X10 73 >\o 0 6X12 0 16 10X12 X 14X15 10X15 10X15 10X15 10X15 10X15 X 10x10 �J 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 1OX15 ELEV.#� r OFFICE & s �� X5 5X5 5X5 NORTH BUILDING A RESIDENCE �5 10X10 9X10 1oX 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 1OX10 CD x 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 >G_ ° `ID � � METEOR DR. 5X5 10X10 1 BUILDING B 1 1 LLi 10X20 5X5 5X10 15X5 10X10 10X10 10X10 10X10 10X10 10X10 OX10 10X10 10X10 10X10 10X10 10X10 10X10 10x10 10X10 10X10 10X10 10x10 10X10 10x10 14 a DISPLAY UNITS x ma`s"p, SEPgRgT� 274'-9" o�0,, 6 9 �' 11 OF EXITS BUILDING A - THIRD LEVEL UNIT COUNT # = 312 UNITS Jordan ARCHITECTS, INC. THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF 131 CALLE IGLESIA, SUITE 100 SERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDAN J 0 B NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE SCALE: 1/1 6"-1'-0"PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR CA 92672-7541 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENCUPERTINO CA PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" Telephone ,. . . 0 • 0 DATE: 01/25/2021 YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. ■ • , Community Development Department Planning Division — Cupertino KEYKR�IC% CUPERTINO APPROVED Case# DP-2019-05, 206'-0" 134'-0" 1❑ PROJECTION OF 2ND &3RD FLOOR ABOVE. ASA-2014,06mber(s) SEPARATION OF EXITS SEPARATION OF EXITS qC 0 04EXTERIOR DOOR. Approvaly2 �9-B I zI 16'-0" 210'-0" 0'-0" 110'-0" 34'- Approval Date 03/16/22 ❑ PRELIMINARY COLUMN LOCATION 12 Signature Gian Paolo Martire 10 12 15 0 10 4❑ CANOPY PROJECTION ABOVE. Case Manager ,,.._JJJJ PROJECTION ABOVE. TRASH EQUIP, ELEV.#1 ESTR00 o EXTERIOR WALL. SEE ELEVATIONS FOR FINISH. � 5X5ENCLOSURE 9 0 X M 6 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 A". 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 1OX20 r 0 CANOPY PROJECTION BELOW. X5 0 1OX15 1OX15 1OX15 1OX17 1OX17 0 1OX17 1OX2011OX15 10X15 Lt- 10X12 FR WINDOW/ALUMINUM STOREFRONT 15X21 5X10 15X10 5X10 5X10 5X10 15X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 15X10 5X10 5X10 I 5X5 14X15 - INTERIOR PARTITION 0 N MAXIMUM TRAVEL DISTANCE = 135' N 5 10 UNIT ROLL-UP DOOR 1OX26 10X10 10X10 9X10 9X10 9X10 9X10 9X10 10X10 10X10 1MCI 10X10 10X10 9X10 9X10 9X10 9X10 9X10 10X10 10X10 10X10 10X10 10X10 9X10 9X10 9X10 9X10 9X10 10X10 10X10 10X10 10X10 10X10 9X10 9X19 11 FAUX ROLL-UP DOOR r 12 DETECTABLE WARNING. 2 HR. FIRE RATED WALL 2 HR. FIRE RATED WALL 380'-0" 13 LOADING AREA BELOW. 14 F.D.C. STAND PIPE 15 RESTROOM. 381'-0" MAXIMUM DIAGONAL DISTANCE WALL LEGEND BUILDING B - FIRST LEVEL--(::i UNIT COUNT = 97 UNITS EXTERIOR WALL & SHAFT WALLS PARTITION WALL/LOAD BEARING 2-6" 300'-0" SEPARATION OF EXITS 16'-0" 330'-0" 9 6 34'-0" All 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 8X10 ELEV.#, 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 o NOTE: MAXIMUM TRAVEL DISTANCE TO BATHROOM LOCATED ON SECOND FLOOR IS 5X5 240 FEET, INCLUDING VERTICAL DISTANCE BETWEEN FLOORS. 0 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 CD 5X5 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X5 7X10 8 15X21 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X5 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X5 5X5 5X5 5X5 MAXIMUM TRAVEL DISTANCE = 193' MAXIMUM TRAVEL DISTANCE = 182' 5X5 5X5 5X5 10X10 � KEY PLAN N 1OX26 Iwo Iwo 9X10 9X10 9X10 MID 9X10 10X10 10X10 10X10 10X10 10X10 9X10 9X10 9X10 9X10 9X10 10X10 �0 19 10X10 10X10 10X10 9X10 9X10 9X10 9X10 9X10 10X10 10X10 10X10 10X10 x 5X10 X10 MID 11 5X5 5 Ir. 2 HR. FIRE RATED WALL 380'-0" 2 HR. FIRE RATED WALL 6 6 381'-0" MAXIMUM DIAGONAL DJ. ISTANCE ��� BUILDING B - SECOND LEVEL 2 UNIT COUNT = 138 UNITS OFFICE & J. BUILDING A RESIDENCE ~ ®~ y � METEOR DR. 1_ BUILDING B 1 1 U.i > NORTH Q Q ordan BAY AREA SELF STORAGE PRELIM . FLOOR PLAN ARCHITECTS, INC. THIS DRAWING ITS CONTENTS ARE SERVICE AND AREDTHE COPYRIGHTED PROPERTY EOF JORDAN JOB NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE SCALE: 1/1 6"-1'-0"CUPERTINO CA PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR CA 92672-7541 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN Telephone 7 PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" DE: 01/25/20217 • • . . . 0 •AT YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. ■ • , Community Development Department Planning Division — Cupertino KEY NOTES -CUPERTINO APPROVED Case# DP-2019-05, ASA-20I'�cgi�lmber(s� PROJECTION OF 2ND &3RD FLOOR ABOVE. �2 EXTERIOR DOOR. Approva 12����r�zl Approval Date 03/16/22 �3 PRELIMINARY COLUMN LOCATION Signature Gian Paolo Martire ❑4 CANOPY PROJECTION ABOVE. Case Manager �5 PROJECTION ABOVE. �6 EXTERIOR WALL. SEE ELEVATIONS FOR FINISH. �7 CANOPY PROJECTION BELOW. 40 - 149'-8" F8] WINDOW/ALUMINUM STOREFRONT 15 2 12 6 ❑9 INTERIOR PARTITION i� , 9 10 10 UNIT ROLL-UP DOOR 2 1§7/ u / 11 FAUX ROLL-UP DOOR 12 DETECTABLE WARNING. o � ; ® TRASH MANAGER'S - 13 LOADING AREA BELOW. / 10X20 10X20 10X20 1OX15 1OX15 ENCLOSURE o ❑ 5 1 GARAG,, 14X20 10X20 10X23 14 F.D.C. STAND PIPE M N CID / 15 RESTROOM. ELECT. co JO 7L ROOM DISPLAY UNITS WALL LEGEND O OURTYARD 6 11 8 EXTERIOR WALL & SHAFT WALLS El PARTITION WALL/ LOAD BEARING 2-6" _ L 7 4 8 5 jot 148'-8" jov KEY PLAN BUILDING C 1 UNIT COUNT = 8 UNITS —OFFICE & BUILDING A RESIDENCE ®� METEOR DR. 1_ BUILDING B 1 1 ui Q Q 10X15 1OX13 1OX19 1OX20 1OX22 1OX26 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX18 1OX19 1OX19 1OX20 1OX20 1OX22 1OX23 1OX24 1OX25 1OX26 1OX27 1OX27 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 10X28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX28 1OX42 EXISTING BUILDING D 2 NORTH UNIT COUNT = 52 UNITS jor ARCHITECTS, INC. THIS DRAWING AND ITS CONTENTS ARE OF 131 CALLE IGLESIA, SUITE 100 ■ SERVICE AND ARE THE COPYRIGHTED PROPERTYENTS OF JORDAN J 0 B NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE C PERTINO CAPROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1/1 6"=V-0" CA 92672-7541 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN Telephone 7 PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" . . . 0 9 I DATE: 01/25/2021 YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. ■ , Community Development Department Planning Division — Cupertino KEY NOTES CUPERTINO APPROVED �\ Case# DP-2019-05, ASA-20rk9ic06,mber(s) 1❑ STANDING SEAM METAL ROOF. % - 2dO 8z1 2 9-04 DOWNSPOUT Approva 1 12'-0" Approva I Date 03/16/22 T.O.P. GUTTER. Signature Gian Paolo Martire ❑3 Case Manager TPO ROOFING SYSTEM. 10'-0" T.O.M. ROOF DRAIN & OVERFLOW. ROOF ACCESS HATCH. 2 ❑7 ELEVATOR PENTHOUSE. 12'-0" 3 ❑8 TYPICAL PARAPET. T.O.P. 8 T.O.M. ' +31'-6 , T.O.P. 2 8 5 8 T.O.P. +31'-6 2" + T.O.P. 28'-4 T.O.P. 3 8 8 2 �- 5 +10'-0" T.O.M. +12'-0" 5 T.O.P. 170, o., 12'-0" +31'-6 2„ T.O.P. T.O.P. -� 8 8 10'-0" +311-0.1 T.O.P. T.O.M. T.O. ELEV. PENTHOUSE 3 " I �� 4 8 I +27'-6��� 5 T.O.P. +28'-4" ���0 T.O.R.. SLOPE 2 8 .7 1/4� +12'-0" GENERAL NOTES +28'-4 +27'-6 T.O.P. T.O.P. T.O.P. B I LD I AIvG 'A' 1. COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT o SHINGLES, COPPER GUTTERS AND DOWNSPOUTS, AND/OR OTHER EXTERIOR ORNAMENTAL COPPER ARE NOT PERMITTED FOR USE ON ANY COMMERCIAL L. OR INDUSTRIAL BUILDING. 5 a N +22'-0" � v' T.O.WALL +26'-0" U) T.O.P. 70, 7 SLOPE 3/8:12" T.O.P. +31'-0" 4 +31'-6 2., 8 T.O.P. T.O. ELEV. Hl- W PENTHOUSE CD - —� +27'-6 2" 15 I 8 5 T.O.P. 5 EIJI 5 +24-4 +19'-0" 3 2 ��� +19'-0" z T.O.WALL T.O.P. T.O.WALL +22-'0" NORTH 2+24'-4 " T I T.O.P. T.O.P. +24'-4 Z' T PO o +24'-4 2., +22'-0" +24'-4 2.. +22'-0" +24'-4 2„ +22'-0" +24'-4 z, g T.O.P. T.O.P. g T.O.P. g T.O.P. T.O.P. g T.O.P. g T.O.P. 8 jor1 an ARCHITECTS, INC. THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF JOB NUMBER: 17-606 SERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDAN A ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE If CUPERTINO CA PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1 =30 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" Telephone . . . 0 9 0 31 DATE: 06/19/2020 YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. Facsimile , Community Development Department Planning Division — Cupertino KEY NOTES CUPERTINO APPROVED �\ Case# DP-2019-05, ASA-20rk9ic06,mber(s) 1❑ STANDING SEAM METAL ROOF. % - 2dO 8z1 2 9-04 DOWNSPOUT Approva 1 12'-0" Approva I Date 03/16/22 T.O.P. GUTTER. Signature Gian Paolo Martire ❑3 Case Manager TPO ROOFING SYSTEM. 10'-0" T.O.M. ROOF DRAIN & OVERFLOW. ROOF ACCESS HATCH. 2 ❑7 ELEVATOR PENTHOUSE. 12'-0" 3 ❑8 TYPICAL PARAPET. T.O.P. 8 T.O.M. ' +31'-6 , T.O.P. 2 8 5 8 T.O.P. +31'-6 2" + T.O.P. 28'-4 T.O.P. 3 8 8 2 �- 5 +10'-0" T.O.M. +12'-0" 5 T.O.P. 170, o., 12'-0" +31'-6 2„ T.O.P. T.O.P. -� 8 8 10'-0" +311-0.1 T.O.P. T.O.M. T.O. ELEV. PENTHOUSE 3 " I �� 4 8 I +27'-6��� 5 T.O.P. +28'-4" ���0 T.O.R.. SLOPE 2 8 .7 1/4� +12'-0" GENERAL NOTES +28'-4 +27'-6 T.O.P. T.O.P. T.O.P. B I LD I AIvG 'A' 1. COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT o SHINGLES, COPPER GUTTERS AND DOWNSPOUTS, AND/OR OTHER EXTERIOR ORNAMENTAL COPPER ARE NOT PERMITTED FOR USE ON ANY COMMERCIAL L. OR INDUSTRIAL BUILDING. 5 a N +22'-0" � v' T.O.WALL +26'-0" U) T.O.P. 70, 7 SLOPE 3/8:12" T.O.P. +31'-0" 4 +31'-6 2., 8 T.O.P. T.O. ELEV. Hl- W PENTHOUSE CD - —� +27'-6 2" 15 I 8 5 T.O.P. 5 EIJI 5 +24-4 +19'-0" 3 2 ��� +19'-0" z T.O.WALL T.O.P. T.O.WALL +22-'0" NORTH 2+24'-4 " T I T.O.P. T.O.P. +24'-4 Z' T PO o +24'-4 2., +22'-0" +24'-4 2.. +22'-0" +24'-4 2„ +22'-0" +24'-4 z, g T.O.P. T.O.P. g T.O.P. g T.O.P. T.O.P. g T.O.P. g T.O.P. 8 jor1 an ARCHITECTS, INC. THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF JOB NUMBER: 17-606 SERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDAN A ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE If CUPERTINO CA PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1 =30 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT' DATE: 01/25/2021 Telephone 0 9 0 31 YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. , . . . Community Development Department Planning Division — Cupertino KEYNOTES CUPLRTINO APPROVED Case# DP-2019-05, 1 OFFICE ENTRANCE. 14 OPEN PARKING SPACE FOR ASA-20*9 ,mber(s) FILE CABINET COUNTER W/WALL RESIDENTIAL UNIT AFTER OFFICE ,20 -04MOUNTED MONITORS. HOURS. ApprovaI %C!- yb'Iv, , F 15METAL AWNING ABOVE. U�} UNDER CABINET REFRIGERATOR. Approva I Date 03/16/22 16 ACCESSIBLE PATH OF TRAVEL. Signature Gian Paolo Martire �4 HIGH & LOW DRINKING FOUNTAINS. Case Manager ❑5 WATER HEATER. 17 DESK. �6 RESIDENCE ACCESS. 18 RETAIL AREA. 24 GARAGE MOTORIZED DOOR. 19 CUSTOMER SERVICE COUNTER. 12 ❑7 20�8 RESIDENCE PEDESTRIAN ACCESS. SHORT TERM BICYCLE PARKING. 21 KEYPAD. o 0 0 0 0 0 0 0� �9 CORNICE PROJECTION ABOVE. 0000 0000 � 0000000c 0000000000 00000000_1 22 SLIDING GATE. 0000 0000 � � � � � 00000000 �: 10 MOP SINK. 0000000000 — 0000000000 � � 00000000 00c 0 0 0 0 0 0 0 0 FIRE RISER UP o 0 0 0 0 0 0 0 0 7 23 PEDESTRIAN ACCESS. ROOM 11 TOILET. TYP. UNISEX � RESTROOM 24 DETECTABLE WARNING. \ 1 � — 12 SINK. TYP. -- ------- r------------------- /�-- , LONG TERM 2 BIKE LOCKERS -CLASS 0000000 — \ ® ® COFFEE \ 13 1, SEE IMAGE ON SHEET A.10. 0000000 /� RETAIL 18 0000000 2 23 AREA 0 0 0 0000000 A16 10 BIKE & VEHICLE PARKING EXCEPTION 0000000 4] 2 12 \ L_r Ld GARAGE JANITOR o BIKE &VEHICLE PARKING EXCEPTION \ U) 166,845/450 = 371 TOTAL VEHICLE PARKING SPACES 19 \ / ALLOWED PARKING SPACES =41 41 SPACES/371 SPACES = 9.0% OF TOTAL SPACES I ❑ 166,185/ 12,000 = 14 TOTAL BIKE PARKING SPACES 14 X 9.9% = 2 TOTAL BIKE PARKING SPACES SERVER ROOM RESTROOM �_j� 12 \ 11� � � � BIKE LOCKER CUSTOMER 20 LOBBY SERVICE S jjii COURTYARD 13 MANAGER OFFICE 2 HOSPITALITY 1 7=7 12 � 9 - y -ti 9 KEY PLAN 25 O z 14 yti r FFI FL R PLAN OCE O O --OFFICE & NORTH 1 BUILDING A RESIDENCE -~ METEOR DR. y « 1 BUILDING B 1 1 LLi Q a jordan BAY AREA SELF STORAGE OFFICE FLOOR PLAN ARCHITECTS, INC. THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF 131 CALLE lGLESIA, SUITE 100 SERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDAN JOB NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE CA 92672-7541 CUPERTINO CA PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1/4"=1'-0" REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN Telephone _ PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" DATE. O 1/25/202110 , • • , ' ' ' ' YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. , 8 Community Development Department Planning Division — Cupertino KOWWMS CUPERTINO APPROVED Case# DP-2019-05, 1 PANTRY CABINET. mber(s) ❑2 KITCHEN SINK. A rova I C tv d O t9-04z13 STOVE. Pp 219 Approva I Date 03/16/22 � REFRIGERATOR. Signature Glan Paolo Martlre Case Manager ❑5 STAIRS. 37'-8" ❑6 TOILET. TYP. ❑7 BATHROOM SINK&COUNTER. ❑8 BATHTUB. 5 ❑9 WASHER AND DRYER. 10 FURNICE. 11 AWNING BELOW. (V PANTRY 41Al 12 an D N STOREFRONT GLAZING. b 13 CORNICE ABOVE. 1 0 2 ----�---- 416 4'-2" TFURNICE 8 10'-6" or 4'-0" 10 6 3 z BEDROOM o KITCHEN ,- o BATHROOM I I 9 e 6'-0" 12'-6" IL AUNDRY )==�T � 0 0 0 i M o MASTER 02 CLOSET 12 LINEN 0 N ❑ OPEN TO COURTYARD ❑ BELOW LIVING I DINING ROOM 7 ROOM MASTER BATHROOM MASTER ❑ BEDROOM 8 11 16'-6" 6'-0" 12'-6" KEY PLAN 12 13 12 15'-0" 9'-0" 10'-0" 2'-8" 18'-0" 36'-8" �O XX RESIDENCE FLOOR PLAN - 2ND FLOOR NORTH- � � �� '' � OFFICE & 2 BUILDING A RESIDENCE —� METEOR DR. y 1 BUILDING B 1 1 U.i > Q Q jordan BAY AREA SELF STORAGE RESIDENCE FLOOR PLAN ARCHITECTS, INC. THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF JOB NUMBER: 17-606 SERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDAN A ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE CA 92672-7541 PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1/4"=1'-0" REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN Telephone � ' � ' CUPERTINO , CA PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" DATE: 01/25/2021 YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. Facsimile , . Community Development Department Planning Division — Cupertino KEYNOTES -CUPERTINO APPROVED Case# DP-2019-05, El STUCCO FINISH. 13 STUCCO FINISH BAND. ASA-20"w%riber(s) C3 C7 C5 C6 C2 C3 C7 C3 C3 C3 ❑2 HORIZONTAL&VERTICAL STUCCO REVEAL. 14 PREFINISHED METAL GUTTER. 1 6 11 10 23 5 15 20 30'-0" MAX. HEIGHT FROM 1 30'-0" MAX. HEIGHT FROM A rova I �019-04 �I 1 EXISTING NATURAL GRADE NEW PROPOSED GRADE (FOR 6 +31'-0" 9 +28'-4" 1 2 1 15 ❑3 INTEGRAL CMU BLOCK. 15 ROOF LINE BEHIND. pp %C�- I _ +31'-6 2"T.O.P. FIRE DEPARTMENT USE) (306.75) (304.08) Approva I Date 03/16/22 (307.29) T.O.ELEV. T.O. ROOF +27'-62"T.O.P. ❑4 METAL AWNING. 16 PREFINISHED METAL DOWNSPOUT. Signature Glan Paolo Martlr2 PENTHOUSE (303.29) FAUX ROLL-UP DOORS FOR DISPLAY Case Manager BAY A E _ LF TORA E - ONLY. 17 PARAPET BEYOND. ILL! - - - _ Q LU �6 ARCHITECTURAL METAL FLUSH PANEL. 18 PREFINISHED STANDING SEAM MEN v I__ METAL ROOF. 1 C7 O ❑7 ROLL-UP DOORS. +17'-62" 19 PARAPET. w o +17-62 3RD F.F.Y w w ❑w TELESCOPIC ALUMINUM ENTRY X O RD F.F. - _ o_ 2 2 O w 80 04 Q a GLASS DOOR. - � +9 1/2 +9 1/2 + z � 00 ❑8 20 PREFINISHED METAL FLASHING. ❑ ADDRESS IDENTIFICATION NUMBER PER w 2ND F.F. _ 2ND F.F. ' a �9 ELEVATOR PENTHOUSE. 21 CITY AND FIRE DEPARTMENT STANDARD co 0 -:IN IN q m N 0 INTERNAL DOWNSPOUT AND OVERFLOW. LL -_All _ 10 STOREFRONT GLAZING WITH VISION GLASS +o o 22 DAYLIGHT 12"O.C.ABOVE F.F. +o o,r - „ — - w 1ST F.F. PROVIDE BRONZE NOZZLE. 10B STOREFRONT GLAZING WITH SPANDREL GLASS (275.75) 275.75' (275.75) 23 ROOF MOUNTED FAN,SCREENED EXISTING NATURAL G ADE 275.00 274.78 274.43 SIGNAGE UNDER SEPARATE PERMIT, P@BLDG. NEW PROPOSED GRADE P@BLDG. P@BLDG. LEXISTING NATURAL GRADE P@gLDG. 11 SIGNS TO COMPLY WITH CITY STANDARDS. BY PARAPET. EXISTING NATURAL GRADE & DRIVEWAY &DRIVEWAY & DRIVEWAY & DRIVEWAY EXISTING NATURAL GRADE SWING DOOR, PAINTED TO MATCH 3 13 7 6 22 7 13 3 22 3 13 6 8 1 13 22 7 12 12 COLOR C6. C1 C4 C6 C7 C6 C4 C1 C1 C4 C7 C2 C4 C6 C6 COLOR & MATERIAL BOARD 8 ORCO BLOCK. 8x8x16 SHOT BLAST COLOR:"BLACK 250", WEIGHT: MEDIUM BUILDING A - SOUTH ELEVATION_(: 1 COLOR TO MATCH MBCI SIGNATURE C2 300 COLOR: SLATE GRAY C3 C3 C3 C2 C6 C3 C7 C5 O LA HABRA STUCCO FINISH 9 1 2 1 20 15 5 23 1 6 10 C3 FINISH: SAND FLOAT 20/30 +31'-0" 30'-0" MAX. HEIGHT FROM +28'-4" 30'-0" MAX. HEIGHT FROM +31'-6 2"T.O.P. COLOR: X-16 SILVER GREY (306.75) NEW PROPOSED GRADE (FOR (304.08) EXISTING NATURAL GRADE ) T.O.ELEV. FIRE DEPARTMENT USE) T.O. ROOF +27'-62"T.O.P. (307.29 PENTHOUSE (303.29) _ 0 LA HABRA STUCCO FINISH ;t C4 FINISH: SAND FLOAT 20/30 COLOR: P-2090 THUNDER SKY F_ mini 0 -0 kN +17'-62rr w +1 T-62" O RD F.F."III 19 2 � 3RD F.F. o w CY) U 00 00 + z C5 STOREFRONT GLASS B - CLEAR 2ND F.F. _ 2ND F.F. D SIN m m 9 +or_orr ' (2727 5.75)5) ST JANUS INTERNATIONAL(275.75) C6 COLOR: DARK TEAL 274.43' EXISTING NATURAL GRADE P@BLDG. 273.76' NG NATURAL GRADE & DRIVEWAY �P@BLDG. 22 13 7 3 22 7 22 13 3 12 7 & DRIVEWAY 3 13 C4 C6 C1 C6 C4 C1 C6 C6 C1 C4ARCHITECTURAL METAL PANEL: MBCI C7 SMOOTH COLOR: TSTONE" BUILDING A - EAST ELEVATION_---(:2 ) KEY PLAN C7 C3 C6 C5 C5 C2 C3 C5 C6 C5 C7 C3 C5 C2 C7 C6 C5 C3 6 11 15 1 23 5 10 10B 20 1 2 10B 15 11 5 23 10 6 2 1 10B 20 6 5 10 23 11 1 ��O T O P+3V-6""T.O.P. 30'-0" MAX. HEIGHT FROM +31'-6�" 30'-0" MAX. HEIGHT FROM +31'-6�"T.O.P. 2 EXISTING NATURAL GRADE 2 NEW PROPOSED GRADE (FOR 2 (307.29) M 307.29) — +27'-62"T.O.P. +28'-42"T.O.P. REPARTMENT USE) +28'-42"T.O.P. +27'-62"T.O.P. ol w j (303.29) 00 04.12) 303.29)� _ _ _ F—STORAGE — � 307,21, w_❑ — B Y ARE S LF STORAGE SE " 3 — OFFICE +17 6 2ND FF ' _ Q i r�i BUILDIN G A Ll 3RD F.F. RESIDENCE co z E0 +1 E� oo Q00 2 d 0 +9'-1/2" T D F.F. . -o m x - y METEOR DR. ±or orr �' — ±or orr w 1 _, BUILDING B 1 1Uj 1ST F.F. - 1ST F.F. (275.75) 275.75' (275.75) 273.85' NEW PROPOSED GRADE 274.54' LEXISTING NATURAL GRADE P@BLDG. EXISTING NATURAL GRA EXISTING NATURAL GRADE P@BLDG. P@BLDG. & DRIVEWAY Q & DRIVEWAY 13 7 6 22 3 13 7 22 & DRIVEWAY 1 8 6 3 22 7 13 3 12 22 7 6 13 C4 C6 C7 C1 C4 C6 C3 C7 C1 C6 C4 C1 C6 C6 C7 C4 BUILDING A - NORTH ELEVATION 3 or a ARCHITECTS, INC. THIS SERVICE ANDARETHECWING AND ITS ONTENTS ARE TEDPR PROPERTY RUMENTS TYOFJOF JOB NUMBER: 17-606 SERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDAN A ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE CU ERTINO CA PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1/16"-1'-0" CA 92672-7541 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN Telephone 7 PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" DATE: 01/25/2021 Facsimile YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. •, , Community Development Department Planning Division — Cupertino KEYNOTES CUPERTINO APPROVED Case# DP-2019-057 El STUCCO FINISH. 13 STUCCO FINISH BAND. ASA-20I 4,;0 Imber(s) ❑2 HORIZONTAL &VERTICAL STUCCO REVEAL. 14 PREFINISHED METAL GUTTER. C3 C7 C2 C3 C8 C3 C2 C2 C3 C2 C3 C2 CdO 04 A rovaI �Ql�rF 1 6 15 18 1 14 2 I y I 1 14 18 2 1 18 15 1 20 �3 INTEGRAL CMU BLOCK. 15 ROOF LINE BEHIND. pp y2 -U4Z5 +24'-42" +24'-42' +24'-42" +22'-0" T.O.P. Approva I Date 03/16/22 T.O.P. +22'-0" T.O.P. +22'-0" T.O.P. METAL AWNING. 16 PREFINISHED METAL DOWNSPOUT. Signature Gian Paolo Martire � T.O.P. T.O.P. T.O.P. Case Manager — — — v — +1g'-0" ONLY,ROLL-UP DOORS FOR DISPLAY � 17 PARAPET BEYOND. T.O.WALL ❑ ❑ PREFINISHED STANDING SEAM w �` � 6 ARCHITECTURAL METAL FLUSH PANEL. 18 METAL ROOF. +10'-4 2 +10'-4 2' ROLL-UP DOORS. 19 PARAPET. 2ND F.F. c,4 z I 2ND F.F. TELESCOPIC ALUMINUM ENTRY PREFINISHED METAL FLASHING. CID *^t - - � +0-0 GLASS DOOR. 21 ADDRESS IDENTIFICATION NUMBER PER 1ST F.F. 1ST F.F. ELEVATOR PENTHOUSE. CITY AND FIRE DEPARTMENT STANDARD EXISTING NATURAL GRADE 276.40 STOREFRONT GLAZING WITH VISION GLASS (276.40) (276.40) INTERNAL DOWNSPOUT AND OVERFLOW. ' 10 22 DAYLIGHT 12"O.C.ABOVE F.F. AI­N274.50' 3 12 13 EXISTING NATURAL GRADE 16 3 7 13 12 3 7 3 7 13 16 12 3 13 P@BLDG. P@BLDG. ❑ PROVIDE BRONZE NOZZLE. C1 CIS C4 C2 C1 CISC4 CIS C1 CISC1 CISC4 C2 CISC1 C4 10B STOREFRONT GLAZING WITH SPANDREL GLASS 11 SIGNS TO COMPLY WITH CITY STANDARDS. 23 SIGNAGE UNDER SEPARATE PEMIT, BOPAR PETOF TED FAN,SCREENED 12 SWING DOOR, PAINTED TO MATCH COLOR C6. BUILDING B - NORTH ELEVATION COLOR & MATERIAL BOARD 1 _ - Cl ORCO BLOCK. 8x8x16 SHOT BLAST COLOR:"BLACK 250", WEIGHT: MEDIUM C2 COLOR TO MATCH MBCI SIGNATURE 300 COLOR: SLATE GRAY C7 C6 C5 C2 C3 C3 C2 6 11 5 10 20 1 1 +24'-42" 15 20 +24'-42" LA HABRA STUCCO FINISH T.O.P. +22'-0" T.O.P. C3 FINISH: SAND FLOAT 20/30 T.O.P. COLOR: X-16 SILVER GREY = BAY A EA S LF ST RAGELU -- Noe LA HABRA STUCCO FINISH C7 C4 FINISH: SAND FLOAT 20/30 +10'-4�„ (NJ -4 � +10' ��" 2ND F.F. 0 4� 2ND F.F. COLOR: P-2090 THUNDER SKY m + OIL + - 1 ST F.F. 1ST F.F. (276.40) (276.40) 279.50' C5 STOREFRONT GLASS B - CLEAR 3 12 13 EXISTING NATURAL GRADE 3 13 FG@BLDG. EXISTING NATURAL GRADE C1 C6 C4 ogb 276.40' C1 C4 P@BLDG. C6 JANUS INTERNATIONAL COLOR: DARK TEAL ARCHITECTURAL METAL PANEL: MBCI — — C7 FINISH: SMOOTH BUILDING B EAST ELEVATION--( 2 BUILDING B WEST ELEVATION 3 COLOR: "LIGHT STONE" GENERAL NOTES KEY PLAN C2 C3 C2 BUILDING A BEYOND C2 C3 C2 C2 C3 C2 BUILDING A BEYOND C2 C3 C7 +22 0 BUILDING C 2 15 20 1 20 T.O.P. 20 1 20 20 15 1 20 20 15 +24'-42" +24'-42" +22'-0" 2„ +22'-0" +24'-42,. 1 6 +24'-42„ BEYOND +24'-4- T.O.P. C3LQ�LQQ C� ��OO ° CSC T.O.P. T.O.P. T.O.P. - T.O.P. T.O.P. T.O.P. (D — ,� 9Soo we . , Soo co Soo ySoo, +10'-4 1n N ZF a _-5�; OFFICE +10'-4 2 VO �, 2ND F.F. - - 2ND F.F 17 F ±0-0° ± _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —�1STLEVEL TF.F. 1ST F.F (276.40) 279.50' 13 313 3 3 13 7 5 (276.40 � FG@BLDG. C4 C1 EXISTING NATURAL GRADE F.F. SLOPE C4 C1 Cl C4 EXISTING NATURAL GRADE FG@BLDG. w" OFFICE & BUILDING A I RESIDENCE lei y METEOR DR. 3 BUILDING B _ — 1Uj BUILDING B - SOUTH ELEVATION �4 4 a jor 1 . ARCHITECTS, INC. THIS DRAWING ITS CONTENTS ARE INSTRUMENTS OF 131 CALLE IGLESIA, SUITE 100 SERVICE AND AREDTHE COPYRIGHTED PROPERTY OF JORDAN JOB NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE SCALE: 1/16"-1'-0" PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR — CA 92672-7541 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN 7CU ERTINO CA Telephone ,PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" DATE: 01/25/2021 YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. Facsimile 9491388-8290 Community Development Department Planning Division — Cupertino KEYNOTES CUPERTINO APPROVED Case# DP-2019-05, 1� STUCCO FINISH. 13 STUCCO FINISH BAND. ASA-20*9w%mber(s) � HORIZONTAL &VERTICAL STUCCO REVEAL. 14 PREFINISHED METAL GUTTER. Cd01P-04 BUILDING A BEYONDApprova I 2v- F C7 C5 C5 BUILDING A BEYOND �3 INTEGRAL CMU BLOCK. 15 ROOF LINE BEHIND. Approva I Date 03/16/22 BUILDING B BEYOND 6 10 11 10 METAL AWNING. PREFINISHED METAL DOWNSPOUT. Signature Gian Paolo Martire +26'-0° 16 T.O.P. � FAUX ROLL-UP DOORS FOR DISPLAY 17 PARAPET BEYOND. Case Manager (300.30) ONLY. QQYQRU 9ELF 970P°RE BAY AR SELF STORAGE P2O C7 C6 C5 � C2 ®® ��❑ ❑6 ARCHITECTURAL METAL FLUSH PANEL. 18 PREFINISHED STANDING SEAM 21 +asss +14=0" ®®® ®� METAL ROOF. �9 15 +12'-0" 15 6 5 10 .TOP 20 +12'-0" �� LIL�L_ O.P. T.O.P. �7 ROLL-UP DOORS. 19 PARAPET. ry ®� _ _� r 1 TELESCOPIC ALUMINUM ENTRY �r +12-0 �"�— W° - �'2ND F.F. �i — j - L -' _ 1% W - GLASS DOOR. 20 PREFINISHED METAL FLASHING. �, ®®®® a 21 ADDRESS IDENTIFICATION NUMBER PER _ q �9 ELEVATOR PENTHOUSE. LaaIlla�oll���I CITY AND FIRE DEPARTMENT STANDARD HIE Ow o- I _ AN 10 STOREFRONT GLAZING WITH VISION GLASS �l 22 INTERNAL DOWNSPOUT AND OVERFLOW. --�� � I �Du� DAYLIGHT 12 O.C.ABOVE F.F. 1ST F.F. (274.30) (274.30) 10B STOREFRONT GLAZING WITH SPANDREL GLASS PROVIDE BRONZE NOZZLE. EXISTING NATURAL GRADEROOF 1 3 3 273.47' 11 SIGNAGE UNDER SEPARATE PERMIT, 23 BY PAR PETTED FAN,SCREENED C3 C1 C1 P@BLDG. SIGNS TO COMPLY WITH CITY STANDARDS. 12 SWING OR, PAINTED TO MATCH COLOR C6. BUILDING C - EAST ELEVATION__(:1 COLOR & MATERIAL BOARD C1 ORCO BLOCK. 8x8x16 SHOT BLAST COLOR:"BLACK 250", WEIGHT: MEDIUM C7 C3 C5 C2 COLOR TO MATCH MBCI SIGNATURE 6 1 11 15 10 C5 C7 300 COLOR: SLATE GRAY +26'-0" 15 T.O.P. T.O.P. (300.30) AR �E STORAGE FINISH: — — — — C3 HABRA STUCCO FINISH FINISH: SAND FLOAT 20/30 +12'-0" COLOR: X-16 SILVER GREY T.O.P. 2ND F.F. -- oFFlce�❑ _ — _ — LA HABRA STUCCO FINISH C4 FINISH: SAND FLOAT 20/30 ❑❑ COLOR: P-2090 THUNDER SKY +0'-01, +0,-011 1 ST F.F. /^ 1 ST F. . (274.30) (274.30) 274.30' EXISTING 6 20 3 273.47' P@BLDG. NATURAL GRADE STING NATURAL GRADE C7 C2 C1 PP@B� C5 STOREFRONT GLASS B - CLEAR O C6 JANUS INTERNATIONAL COLOR: DARK TEAL BUILDING C - SOUTH ELEVATION BUILDING C - NORTH ELEVATION ARCHITECTURAL METAL PANEL: MBCI 2 3 C7 FINISH: SMOOTH COLOR: "LIGHT STONE" GENERAL NOTES KEY PLAN C2 C8 C7 C5 18 14 6 10 � +26-0" I T.O.P. (300.30) sC2C8 +22'-0" +14'-0" T.O. WALL QQ +12'-0" 18 14 T.O.P. +12'-0" T.O.P. T.O.P. +10'-0" T.O.M. 2ND F.F. I / �I I ±o, ±o, 1ST 1ST F.F. F.F. (274.30) OFFICE & (274.30) 273BtLT EXISTING 3 16 7 3 12 12 BUILDING A 274.30' i RESIDENCE P@BLDG. NATURAL GRADE P@BLDG. i C1 C2 C6 C1 C6 C6 METEOR DR. 1 BUILDING B 1 1 LLi Q BUILDING B - WEST ELEVATION 4 jor a ARCHITECTS, INC. THIS DRAWING ITS CONTENTS ARE SERVICE AND AREDTHE COPYRIGHTED PROPERTY OF JORDAN JOB NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE CU ERTINO CA PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1/1 6"=V-0" ' 92672-7541 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN , 7 PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" DATE: 01/25/2021 • - • . , YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. Facsimile 949/388-8290 Community Development Department Planning Division — Cupertino KEYNOTES BUILDING A BEYOND BUILDING A BEYOND GUPERTINO APPROVED Case# DP-2019-05, STUCCO FINISH. 13 STUCCO FINISH BAND. ASA-20" mber(s) F2] HORIZONTAL&VERTICAL STUCCO REVEAL. 14 PREFINISHED METAL GUTTER. C�019aig -04 BAY ARFA OELF 070 F °BE XV&REA SELF 040 P o OE Approva I % �- ?1 �3 INTEGRAL CMU BLOCK. 15 ROOF LINE BEHIND. Approva I Date 03/16/22 C3 C2 LO[ralwL JI E ll�ll�l�I C3 C2`;> 111111111 INKIrMIE919161919I � ILA C3 C2 ���m ���� n ��n�� ������� �n 4 METAL AWNING. 16 PREFINISHED METAL DOWNSPOUT. +12'-0" 1 20 2❑ 15 1 �n . `' 1 r! Signature Gian Paolo Martir + r FAUX ROLL-UP DOORS FOR DISPLAY � L= i I ITI L_` L_ Case Manager ONLY. 17 PARAPET BEYOND. �6 ARCHITECTURAL METAL FLUSH PANEL. 18 PREFINISHED STANDING SEAM - - - -- - - - - - METAL ROOF. +0 0 %00 1 ROLL-UP DOORS. 19 PARAPET. F.F. TELESCOPIC ALUMINUM ENTRY GLASS DOOR. 20 PREFINISHED METAL FLASHING. EXISTING NATURAL GRADE ANGLED VIEW EXISTING NATI 21 ADDRESS IDENTIFICATION NUMBER PER ❑9 ELEVATOR PENTHOUSE. CITY AND FIRE DEPARTMENT STANDARD 10 STOREFRONT GLAZING WITH VISION GLASS 22 INTERNAL DOWNSPOUT AND OVERFLOW. DAYLIGHT 12"O.C.ABOVE F.F. BUILDING D NORTH 10B STOREFRONT GLAZING WITH SPANDREL GLASS PROVIDE BRONZE NOZZLE. ❑ SIGNAGE UNDER SEPARATE PERMIT, 23 ROOF MOUNTED FAN,SCREENED 1/16"=1'-O" 11 SIGNS TO COMPLY WITH CITY STANDARDS. BY PARAPET. ❑ SWING DOOR, PAINTED TO MATCH BUILDING A BEYOND 12 COLOR C6. COLOR & MATERIAL BOARD BAY A FA aELF 0700 P o gE C `• C` C2 C8 C2 C8 002,_0 0 ��� +12'-0" +12'-0" = S ORCO BLOCK. 8x8x16 SHOT BLAST �,1 + � �r. I 2 +12'-0" 18 14 18 14 v T. I�� T.O.P. T.O.P. T.O.P. COLOR:"BLACK 250", WEIGHT: MEDIUM — — — — +10'-0" r— , , 1 — - . . . . . . . . T.O.M. .0 _ COLOR TO MATCH MBCI SIGNATURE "±0'-0 € C2 300 COLOR: SLATE GRAY F.F. F.F. I EXISTING NATURAL GRADE ANGLED VIEW 3 7 16 3 EXISTING NATURAL GRADE C3 C6 C2 FINISH C1 C6 C2 C1 C3 FINISH: SAND FLOOAT 0/30 COLOR: X-16 SILVER GREY BUILDING D - NORTH (CONTINUED BUILDING D - ( INTERIOR) SOUTH--(: I _j LA HABRA STUCCO FINISH 1-09 2 C4 FINISH: SAND FLOAT 20/30 COLOR: P-2090 THUNDER SKY C5 STOREFRONT GLASS B- CLEAR C2 C8 C2 C8 +12'-0" 18 14 +12'-0" 18 14 T.O.P. T.O.P. +10'-0" C6 JANUS INTERNATIONAL COLOR: DARK TEAL T.O.M. _0 0 F.F. ARCHITECTURAL METAL PANEL: MBCI C7 FINISH: SMOOTH 7 16 3 7 16 3 1 16 COLOR: "LIGHT STONE" C6 C2 C1 C6 C2 C1 C3 C2 KEY PLAN BUILDING D - SOUTH (CONTINUED 1/16"=1'-0" 3 1 id Aid RP C3 C2 C3 C2 1 15 20 +12'-0" T.O.P. 1 15 20 �012'-PO" v h' ±0'-011 BUILDING A OFFICE & F.F. ±0'-0° / I RESIDENCE EXISTING F.F. EXISTING NATURAL GRADE ANGLED VIEW NATURAL /I o GRADE 4 METEOR DR 1_ BUILDING B 1 1 ui Q BUILDING D - EAST BUILDING D - WEST 1/16"=1'-0" 3 1/16"=1'-0" 1 _j jordan BAY AREA SELF STORAGE ELEVATIONS ARCHITECTS, INC. THIS DRAWING AND ITS CONTENTS ARE INSTRUMSERVICE AND RE THE COPYRIGHTED PROPERTYENTS OFJORDAN JOB NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE CUPERTINO CA PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: 1/16"=V-0" CA 92672-7541 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN Telephone PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" . . . 0 9 I DATE: 01/25/2021 YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. • , Community Development Department Planning Division — Cupertino - - - - - - - - - - - - - - - � n � • u CUPEIRTINO APPROVED I I STANDING SEAM METAL Case# DP-2019-05, I I ROOF TO MATCH ARCHITECTURAL i ASA METAL PANEL ON -2 I 1 2 �I MAIN BUILDING. dOC" N u Approva -8 ' zl 8 n o • 6 Approva I Date 03/16/22 CONCRETE 4° MIN. i A.16 - GATE BOLT CONCRETE O HARDSGAPE ISLAND Signature Gian Paolo Martire � I SLAB OVER 8" SPLIT FACE w ♦ (� 1'-O" PER SITE PLAN. Case Manager in EXISTING w GRADE CMU WALL, Cl)o CD COORDINATE PAINTED AT o> ASPHALT BIN 1 WITH CIVIL BIN 2 I EXTERIOR AND o DRIVEWAY INTERIOR SIDE. \� w �� 10 \ L a ••• • • •-� •• COMPACTED FILL� LL � J A.16 cn 6" HIGH \/ n1 \��\ \� EXTEND CONCRETE 71— 1 n '° �� V� FOOTING A MINIMUM CURB RETE SIGNAGE,SEE \ \ OF 48 INTO j\ / \ u CANE BOLT GUIDES&',' / ° � U DETAIL IA _ EXISTING GRADE. — — — — — — — — _ _ — — — — - TUBE STEEL POST&BEAMS, ` SLEEVE.SEE DETAIL y HINGES(TYP., \ PROTECT TUBE STEEL TUBE STEEL SEE STRUCTURAL.STEEL GATE PANEL: -/A--- @ TRASH STEEL COLUMN WITH BOLLARD AT -0 O POST, PRIMED AND PAINTED TO Yx Yx 3/16"STL.ANGLE FRAME ENCLOSURE GATES). A MINIMUM OF b" CORNER, TYP. SEE MATCH METAL PANEL ON 2"STL.DECKING PANEL SEE DETAIL 4/A-9-4" STRUCTURAL. TOWER. 2"x 3/16"STL.DIAGONAL BRACE .0. 51DE VIEW FRONT VIEW OF CONCRETE 1'-4" 1' 10' 0" STL.HINGES WELDED TO POST AND FRAME AROUND AND SPLIT FACE CMU TO MATCH BELOW PIPE. LINE OF METAL MAIN BUILDING MITER,WELD&GRIND ALL CORNERS 5 ROOF ABOVE. SHOP PRIME&FIELD PAINT TO MATCH A16 ADJACENT SURFACE FLOOR PLAN TRASH ENCLOSURE - PLAN TRASH ENCLOSURE TRASH ENCLOSURE KEY PAD SECTION 71/4" = 1'-01,-0 1/4" = 1'-0" v 1/4" = 1'-0" 5 3/8" = 1'-0" 2"MIN. 15" MINIMUM I 2 3/8" ROUND WROUGHT IRON TUBING. COLOR BLACK. WROUGHT IRON RAILS& UPRIGHTS. COLOR C.M.U. PIER COLOR BLACK. BLACK 250 TO MATCH PIER 1 1/2"x1-112"x114"STL. HORIZONTAL CROSS MEMBER. W.I. COLOR ELEVATIONS. ANGLE WELD TO FRAME BLACK. 1/2"0xs"LONG STL. MANAGEMENT USE ONLY CANE BOLT THIS TRASH ENCLOSURE IS INTENDED z FOR APPROVED WASTE MATERIALS o STL.ANGLE FRAME ONLY. DO NOT DISPOSE OF to HAZARDOUS MATERIALS IN THIS ` T.O.PAVING RECEPTACLE. INTERIOR GATE VIEW GRADE 6"ABOVE GRADE MIN - — CONCRETE FOUNDATION LINE OF STL.ANGLE BOLT GUIDE ABOVE PLAN STL.ANGLE FRAME MOUNT SIGN WHERE INDICATED IN ELEVATIONS @ 60"ABOVE FINISH TYPICAL PERIMETER FENCE 518"0 HOLE AT BOT.OF FLOOR 1/4" - 1'-0" EQ EQ FRAME FOR CANE BOLT GATE CANE VOLT TRASH SIGN CONCRETE PAD CONCRETE PAD 3/8" = 1'-0" 9 3" - 1'-0" 3" SETBACK MIN. 3" SETBACK MIN. OPERATOR 34'-22" OPERATOR MOTOR MOTOR r I PUBLIC SIDE CURB = A 6" HIGH CONCRETE CURB BUILDING EXTERIOR WALL 8" CMU WALL PLAN PRIVATE SIDE o -7 WIND BRACING 6"x 6"x 1/4"TS GATE COLUMN WITH 1/4" CAP 4„ 3,-0„ 4„ TOP VIEW 7-0" STL. HINGES WELDED TO POST AND FRAME TOP VIEW -MITER, WELD & GRIND ALL CORNERS -SHOP PRIME & FIELD PAINT TO MATCH 4" SQUARE METAL TUBE ADJACENT SURFACE POST (SEE ELEVATIONS) GATE PANEL OPERATOR MOTOR REQUIRED SCREEN 2 3/8" ROUND WROUGHT IRON RAILS & REQUIRED SCREEN OPERATOR MOTOR W/MAINTENANCE ACCESS BARRIER. WROUGHT IRON UPRIGHTS. COLOR BARRIER. W/MAINTENANCE ACCESS 4" T-0" 4" TUBING. TYP. BLACK. BLACK. GATE GUARD <IL— 2 3/8" ROUND METAL 40'-0" TUBING. TYP. O 4" SQUARE METAL PLAN 8" CMU WALL hdhdhdZrL Hddd L TUBE POST TO WELD METAL FENCE 6"x 6"TS GATE POST q e a e e C° OR GATE. SEE C9 STRUCTURAL FOR STL. HINGES (SEE NOTE ABOVE) 1 111 LLMIMLLHU z FOUNDATION. 4 HINGES MIN. GATE PANEL - , 8 6"ABOVE GRADE MIN GRADE i GRADE CONCRETE PAD GATE POST & HINDGE — — — CONCRETE FOUNDATION —. — — LEVEL W/TOP OF CURB 3/8" - 1'-O" 10 FRONT VIEW CONCRETE FOUNDATION LIFT GATE PEDESTRIAN GATE jor 1/4" = 1'-0" 1/4" = 1'-0" 2 ARCHITECTS, INC. 00 THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF JOB NUMBER: 17-606 SERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDAN ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE SCALE: AS NOTED PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENCUPERTINO CA 7 PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" DATE: 01/25/2021 Tel- • • _ • , • .- 8090 YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. Facsimile949/388-8290 Community Development Department Planning Division — Cupertino KEYNOTES CUPERTINO APPROVED Case# DP-2019-05, ASA-2�014c%'mber(s) 1� CONC SLAB ON GRADE. Approval %C!- y, Ot9-04 z1 ❑2 8" CMU EXTERIOR WALL. Approva I Date 03/16/22 [3] STEEL-FRAMED EXTERIOR WALL WITH STUCCO FINISH. SEE ELEVATIONS. Signature Gian Paolo Martire 4� CONC. FOOTING Case Manager ELEVATOR PENTHOUSE BEYOND / [6] ROOFING SYSTEM r — — — — — — — — — — — — — — — — — — — ———— — F1METAL FRAMED INTERIOR WALLS ROLL-UP DOOR STORAGE UNIT HALLWAY 9 HALLWAY CONC. OVER METAL DECK 3 10 CMU PIER BEYOND / STORAGE HALLWAY HALLWAY 11 NOT USED UNIT 12 PAVEMENT, SEE CIVIL. STORAGE 1 STORAGE 13 UNIT UNIT PARAPET BEYOND. SEE ELEVATIONS. I HALLWAY HALLWAY 14 FAN UNIT. SEE ELEVATIONS. is I Noe A��A���A������/�A�%%\/ /��%��%��/AA��%\�����A�����/�A���%��/�AA�� \\ \ i\//i \\/\\, BUILDING A - PARTIAL SECTION LOOKING NORTH 3/32"=1'-0" 6 +27-6 112" T.O.RD STORAGE 9 UNIT HALLWAY 8 +17-6 1/2" 3rd FLOOR STORAGE T 8 UNIT HALLWAY -M2 E IN PLAN +9-0 1/2" KEY 2nd FLOOR 7 STORAGE STORAGE 1 HALLWAY UNIT UNIT 10 +0 0" 1st FLOOR 4 �O BUILDING A - PARTIAL SECTION LOOKING NORTH 3/32"=1'-0" OFFICE & BUILDING A RESIDENCE = METEOR DR. • 1 BUILDING B 1 1 U.i Q Q jordan BAY AREA SELF STORAGE BUILDING SECTION ARCHITECTS, INC. THIS DRAWINGITS CONTENTS ARE INSTRUMENTS OF 131 CALLE IGLESIA, SUITE 100 SERVIICE AND AREDTHE COPYRIGHTED PROPERTY OF JORDAN JOB NUMBER: 17-606 ARCHITECTS,INC.THE USE IS EXPRESSLY INTENDED FOR THE PROJECT NOTED ABOVE AND MAY NOT BE REUSED OR SCALE: AS NOTED CA 92672-7541 REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN CUPERTINO , CA PERMISSION OF JORDAN ARCHITECTS,INC."COPYRIGHT" DATE: 01/25/2021 Telephone 0 9 YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS,INC. A017 949/388-8290 Commu ty Development Department 30 0 15 30 6 Plan ing Division - Cupertino -CUPERTINO APPROVED Case# DP- 19-05) S A N D I S SCALE: 1"=30' q q �I'Ic9i 1mber(s) LG°1�54 C3G^1�lOgf� Approva I ^ IGI,{ ?I GRN 6 / / Approva I Date -04 0I3//16�6//222 267.5 z. GRIN / V� / Signature Gi n Paolo Martire ��P� // / 2 292 G o� I Case Manager 0` Q�/ / 0 SURVEY NOTES V J 36 OUTFACE ��'r ,���JG�^ �� i 267.01 C P L �..o `ti'. 2 rV 265.�0 FL ,�� - "�° ' ' 1. THIS SURVEY WAS PREPARED FROM INFORMATION FURNISHED IN A PRELIMINARY STATE R/W '� j� ^�,. I TITLE REPORT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED \ I AS OF NOVEMBER 29, 2016, ORDER NUMBER NCS-826122-SC, FURNISHED TO KIER R=745.00' D=4°59'52" o°°�F °��+ tip , I I \ & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. BY HUNTER PROPERTIES ON L=64.98' �o � � x // \ I DECEMBER 16, 2016. NO LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT �p'�ayl�r'; ( / I STATED IN SAID REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR 0 v EASEMENTS OF THE PROPERTY. 00 1277.5 285.9 EW ��°� 6� ,� -1� •�, ��oi ,�SFp^ rv�,- 2. UTILITIES SHOWN ON THIS SURVEY ARE BASED ON SURFACE OBSERVATIONS NO 7 °� cep` 28 .90 285.88 0� \ \ WARRANTIES ARE EXPRESSED OR IMPLIED CONCERNING THE EXISTENCE, SIZE, Boa. �o �o e�����,� ti� EB85.rs9 tw Ew Ew o� i DEPTH, CONDITION, CAPACITY, OR LOCATION OR ANY UTILITY EXISTING ON THE Q �SECUR3)Y828855.. 5.60E I I \ \ / SITE, WHETHER PRIVATE, MUNICIPAL, OR PUBLIC OWNED. , O CAMEF A E v o �� ON POLE I I I J. CONTRACTOR SHALL VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION AND REPORT 5.05 E � <���a`��'� �` `� x 284.98 EW BACK TO CIVIL ENGINEER ANY DISCREPANCIES WITH PLAN PRIOR TO o� 84.74 Z 1 COMMENCEMENT OF WORK. `Sk>1 cg GL / /+LO BASIS OF BEARINGS 1%9 = , /o ° / x \ BASIS OF BEARINGS FOR THIS SURVEY IS BASED UPON THE BEARING OF NORTH Frio P 284.52 PV I / 895735" WEST TAKEN ON THE CENTERLINE OF METEOR DRIVE AS SHOWN ON THAT 1�c 1' j� \ 283.90 EW CERTAIN TRACT MAP NUMBER 4381 FILED FOR RECORD ON APRIL 3, 1968, IN BOOK OQo / - o 235 OF MAPS AT PAGES 36 37, OFFICIAL RECORDS OF SANTA CLARA COUNTY. /OJ + L. x - - - - - - ,° ��°Q��!� _ BENCHMARK c � / , 2bi.01 EW4 283.02 BENC ti1� 70.89 EP 28 1 EW °��Q� o �O Q� 282.3 283.0 I THE VERTICAL DATUM FOR THIS SURVEY IS THE CITY OF CUPERTINO BENCHMARK BM-33, 0 / , J c� 282.75 EW �o�� Q ��0 7 P�10 p_ I CONCRETE NAIL FOUND IN THE TOP OF CURB AT THE NORTHEAST RETURN ON STERLING / o 282.15 PV I 282.46 ROAD AND GARDEN GA TE DRIVE. o' °°Q o�� 277.8 EW /<R tip° 271. 9 19 I I f I ELEVATION = 262.21 FEET (NGVD 29 DATUM) 9 PV I I 4" .2 x 282.20 EW I 272.2 27 54 P I I ,°°, I PV - I w UNDERGROUND UTILITY NOTE �- 2f12. I 8; ° ° PV 272.73 PV 72.77 V Ix ��p �Q�/ PV 27� 27'gg EP I 8 , %°` "°° o THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES ti ti RIM 2 262 PV e i' e C°°°e,,, B 281.59 S _ - 272.9s ( °° 4 � E 281561 I AS SHOWN ON THIS TOPOGRAPHIC SURVEY ARE APPROXIMATE AND WERE OBTAINED 267.1 OUT-N� PV I I EW - - - - FROM SOURCES OF VARYING REL/ABILI TY. ONL Y ACTUAL EXCA VA TION WILL REVEAL / V ��� Q 27250 Pv 279.47 PV I i THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND 272.88 PV a" MT UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL 342.99 272. PV I 277.1 x - - �� wIR o6 P I I 279.39 PV 280.97 EW I 281.07 I KNOWN UNDERGROUND UTILITIES. HOWEVER, THE ENGINEER CAN ASSUME NO 2 2 171 273.16 PV/ I I mo , E ° „° RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF / �o�P /o' ��Q� 2 ° / 273.58 P ( E_ESMT °°°ff i °° ` « I SUCH UNDERGROUND UTILIT/ES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT Z / /� Lj 1n tit �° 3 .52 273.00 273.05 I Al PA �P OOe a ae°a> 8 Q ��°�� /1T/ ^ Z E SAG 273.21 273.41 PV PV PV T10' S. c g o,R.7A9) I I °°° � SHOWN ON THIS SURVEY. 0� ��P Q� ti PV / 273.37 PV 114" B 6" I 280.59 O / �i�LLL��` y� �O O� 273.55 PV 272.6 280.1 EW 4 273.65 I I I BOUNDARY NOTE +� / �� L��/ 273.51 P� PV3.7 I pV I 277.88 PV 280.32 E / 273.63 PV / 273.42 PV 273.10 273.65 I z JO / /� �� O� 2 .84 P 273.95 V 273.89 PV I PV PV I I ESMT. I '1f ROAD 1 280.09 EW t= oe�/�ry ,�0 NQ� 2;3.F8 Pv g o q.74�) THE PARCEL LINES SHOWN HEREON ARE BASED UPON RECORD INFORMATION AND ARE �� � / ��✓ � 9- ��/ 6ati �� o a I I _ 4.12 PV NOT THE RESULT OF A BOUNDARY SURVEY. THEY ARE PROVIDED FOR INFORMATIONAL ti� � 2� �274.49 PV 274.04 PV 279.70 EW ? + + \ 27a.J Pv 274 2 PV PURPOSES ONL Y AND DO NOT REPRESENT THE TRUE LOCH TION OF ACTUAL PROPERTY �/ ' /QJ` QJ 275.05 PV 273.88 PV I 273.36 273.72 I ��S I'< 279.54 EW - - - - BOUNDARIES. cn PAVEMENT y� c� I PV PV I I 275.56 PV I R=695.00' 273.87 PV o 274.07 PV I I W 27 . 2 PV O I D=8°52'34" 2�.70 PV to a a L=107.67' Q Q Q O W 0 / ° 275.69 PV ONE STORY � -I z I � � 279.10 EW 1 +ti O / , 275.13 P m i 279.04 EW � � �� �� 78 PV METAL STORAGE � I � 75.45 PV / I D �w` 0 ti Q BUILDING n p 1,3 o o / �?`' O 275.60 PV m 70 24 2 5.2 Z 01 QJ V 275.70 PV 274.15 274.10 PV v� { I 274.5 ��' 275.18 PV / f'V 274.76 PV F 23 5 C �- 278.55 E 9 u 75.36 P / n I P Omi 116" ��5W ~ N 53°01'45"W(R) ti���° �D Q� / 'b- N z D '274- � 275. 4 PV � n r I L I 1 W S 89°53'26"W ^o 7 275.69 PV 2/4.43 274.78 PV 274.65 PV 274.04 274.31 274.18 PV I I I O V' 30.33' 75. 5 PV 77a m +��. / Q� i/�� /' �� I PV PV I 3„ 2,'8.01 EW�I 1277.96 EW os O} 274.2 GRIN `'O� k°0/ L� tit - - - 276.22 PV/ I 9 18' 273.4 26.3_°3'2 "E 136.00' 274.52 - - - - I p GRN J 6.09 PV I 276.94 PV 275.80 PV PV I 274.5 Q 0 /J ,�� x° QJ V 276.30 PV 274.80 PV 274.76 PV 274.5 PV I.E.E. O 277.54 EW MI5 276.8� ONE STORY METAL 275.05 PV 275.27 PV B569 O.R. 92) < as m O ti1k ti1 O� 7 4 PV 277.49 Tom/ ( 2" QJ 277.07 PV STORAGE BUILDING 276.38 PV 275.37 PV 2 5.26 V 2740 276.78 f 275.22 PV 275.30 PV ace:) I I I O� 27`.22 PV 4.35 PV ° 274.41 PV ce:;8 Cte 277.09 EW 277.15 �\ Q b1 Q� ti�� 76.65 PV L/8 277.02 PV 276.50 PV 276.32 PV 275.57 PV I 275.25 PV °g u °,e°e EW �1� �/�x GAO 277.3 277.53 TC 216.99 PV 276.40 PV 274.8 PV C°°°° / 1 J 276.95 PV r :D I I Q g 277.0E PV 276.00 PV I � 275.1 GRIN 276 �� �°' J ° 277.10 PV / 276.70 PV 276.36 PV 276.'0 PV p 274.39 PV F / Q �� 277.08 PV 276.95 PV in I AD-RIM 274.47 d. 277.304 277 nr PAVEMENT - 3„ 275.2 GRN Q� �° ti J INV 271.78 8' OUT- 274.0 LO O g Q / I c� I.76.61 Z NON-ACCESS P� / ��5�0 27 277.95 PV 277.87 PV 277.88 PV 277.29 PV Z/7. PV 276.56 PV 275.98 PV 7573 27473 275.31 PV 0O0 IEN I Z (6444 O.R. 522) 277.17 PV / 276.5 277.83 PV 276.62 PV 276.44 PV PV I PV % EW Q - /Q� 2 .52 PV 277.84 �n e 2W;.43 n°9 '5 °' /ti 51' 186.70' R=600.00' / O / PV 11 11 I r, EW - O D=L=25902' ��� �Q O 27T98 PV PARCEL A ONE STORY METAL STORAGE BUILDING 275 "' (� O L=259.02' Q O� �. O 16" _ 9 (D=24°44'15') ��� o��' , 77 Pv / (362 M 46) 277.9 287.5T o Ir (L=259.05) ti�/ ,°Q �` ° - 4.034+ACRES I 1 1 O / ti�0 277��62 PVC 275.35 PV I I I II 11 W J hQ O J / 277.90 PV 277.18 PV 276.54 PV 275.14 w 276.47 / �Q O� 277.37 PV 277.99 PV 275.9 PV PV 275.96 PV o } EP �00 01�QJ 277.98 PV 277.92 PV 277.93 PV 277.88 PV 277.27 PV 276.69 PV 276.02 PV �n L� ` 276.05 C Q GATE ti10� 27 . 9 PV 277.83 PV 277.84 PV o-'76.02 PV 5.45 275.82 276.05 C UO ti 277.80 PV 277.74 PV 27AC PAVEMENT 277.14 F V 276.72 PV 2,6 AD-RIM 275.04 - 275.90 PV 20"2, I il C 12 H 277.48 PV 278 275.30 20" PA RS l o l PAVERS O 7 .27 / 2>> ?75.66 PV/ PV 279.0 276.93 PV - d 3Q p� 76.94 P I:M J L- 77R na Pv 278.42 PV 278.46 PV 278.45 PV 278.42 PV 277.91 PV 277.81 PV 277.31 PV 277.24 PV 277.15 PV 276.16 ?76 37 P� S��'� 276.28 27515 C 6„ O - - - - - - 278.06 PV 278.50 PV 277.78 PV PV PV - 275.3 275.84 C G PV 27 . 9 P / J / 278.04 PV 276.73 C 2Ti.36 C LLJ N c 1 O7 i PA RS PAVERS v U I rn 275.80 EP 277.45 ' 2 .68 PV C-RIM 276.35 276 59 75.4 TC y I 3 I N _ / C I PV o O P 75.0 EP m 275.29 275.60 BW °D 27 3 BW z NON-ACCESS PVC 7.53 PV 277.39 276.58 76.74 C 275.71 I N I J I N I BW cn 2 (6360 O.R. 249) 278.04 ONE STORY METAL STORAGE BUILDING PV PV 275.90 Pv o x l - - - 274.68 BW - - - 277.81 P'' 277.46 PV cV CD 275.0 PV m� cn 274.78 BW IX EP I CONCRETE �n _ O PV I I c� - 274. �75.49 TC 275.28 T ----- 274.53 EW m ^^ �� NV 266I 5 10274.25 N-E W / AC PAVEMENT - N N 275.18 LIP 275.02 P 274.72 EW 274.39 TC } 277 g5 P 277.96 PV 276.61 275.49 TC - ---- ------ 274.03 LIP INV 265.83 6" (IN-S) z CN C.) ECAB , ' /277.86 277.14 PV _ T Q PV =76.62 PV I 275.82 275.09 1 MH-RIM 274.98- 274.71 TC INV 264.65 15" (IN-W) z OH �77.7 �278.15 PV 278.50 PV 278.53 PV 278.45 PV :78.36 PV 277.92 PV 27Z31 PV 277.30 PV P/ 276.49 O GATE PV TC 275 70 INV 264.65 15" (OUT-N) AC PAVEMEN 4'SS I NV 264.82 40' THR 2�S 10'SS 277.31 PV TOR L 275.13 P 15'SS ' 277.86 F V 277.89 F'v' a3s ron P SS O J / 278 278.00 PV 278.13 PV 278.15 PV 277.84 PV 277.66 PV 277.43 PV 277.26 PV 276.98 PV f V I 6.39 PV Q 77t.29 275. 1 2 278.33 PV U OH m �;'278.50 PV 277.30 PV � PV275.iiP PV � 2 .85 TC - BASISP�9��'�I�'GS 81.2T - - - - PG&E ESMT AC PAVEMENT / AC PAVEMENT 278 I PV I 2 .38 PV SSMH-RIM 275.20 275.03 TC ( r FND 2.5 O 278.75 PV 278.17 PV r 5929 O.R. 137 277.18 PV 277.89 C 277.7 c 275.99 INV iN- " c ) 281 g / 277.94 _ CO-RIM 276.94 �I TG 275.84 METEOR DRIVE W 278.71 PV 278.55 PV 278.61 PV 278.55 PV 278.62 PV 278.59 PV 278.60 PV 278.53 PV 278.63 PV 278.60 PV 27Z 277.94 PV 277.92 PV 277.34 PV 277.98 C CONC. C MB 277.26 EP I INV 267.29 8" IN-N §�Gj BRASS DISK 277.79 PV 275.94 T INV "fi6.13 15" IN- ) 278.26 PV 277.94 EF 275.59 FP �^� FND 2.5" INV 266.08 15 OUT-E) �o J ?CE 871 i W > �79.12 278.85 PV 8.69 0 1 C1V jr-^I TC6.17 27 8 TC / CONCRETE m EBRK 276.23 TC 2 4.88 P V PV 276.9 o 2� 7 ONE STORY METAL STORAGE BUILDING _ ECABN 1"WL GRAS.;3*V _ Q 90 P CELL TOWER EB❑ , N N a 274.87 BW 274.73 BW - - - - - - - 27 EP ECAB 3 CO-I'IM 276.19 3'W W 27- LIP } 75.49 BW 2 2.71 EP 279.0' x- r�' 281.51 TC 2 � 1, U T z N 78°38'01"W(R) \^78.97 EP 280 GRASS 280 281.24 }a 8� ¢ 30 N 3 W - 281.24 C f j 28i.38 C _ 2bP Uri EP E� :CC �"F 514.94` LLLL� 281.07 C o0D FENCE 277.8 �HAINLINK FENCE 6" MT 0 T 0" MT 6 MT 20" 24" c V 276.44 276.40 275.82 BW (Oj PROPANE ELK 280.34 EP 280.42 EP 280.57 EP 280.67 EP 280.81 EP 281.24n�EPn 8.27 281.36 EP 281.47 C 28- 279.6 279.6 278 8 ® 2 87 0 27 ��278.4 T�' �S89'5910911 TC TC O 1.5" LINE ( \ 0 a 280.08 EP 280.44 EP EP 274.96 EP 281.16 EP T �_ 275.85 TC p 280.36 EP 12" 280.63 EP 280.66 EP 281.2' I 75 91 TC 30' 4 12' 10" 9_R1,15 FP 10" 281.2 _�" 281.46 TC o 75 50 LI N E I 275.49 LIP N_ ANI' ANK TANK xo 280.0 280.2 280.9 281.2 �- �� 0 S 88°23'23"W(R) 29.72 wl"TE. 280.0 281 281.32 C 280.98 C � rn TREATMENT oE6 kx r- WBc3 1 SYSTEM 280 SSM�60 TOP 274.84 12 VERT PIPE 0 STM 268.77 I SDMH-RI1276.05- °a I ` `` ° 276.68 BW INV 265.M 4o' THR 3 ♦1 ° ° ° ° e e°° ° ° °°° °°° a°° e I U O O a e ° ° a a ° e a ° °° ° „° W 276.94 TC I 276.45 BW 276.54 TC 1 � 276.85 TC I i I z 276.18 LIP W I � I I 276.21 TC 276.21 LIP I I I I I I I I I DATE : 11 10 2020 DATE 2020 No. REVISION DATE BY S A N D I S CIVIL ENGINEERS TOPOGRAPHIC AND BOUNDARY SURVEY SHEET SURVEYORS SCALE 1"=30' PLANNERS DRAWN BY: JW 10655 MARY AVE (FOR REFERENCE ONLY 636 Ninth Street � Oakland,CA 94607 � P. 510.873.8866 �www.sandis.net APPROVED BY; RS ` ) comi DRAWING N0. RONALD EDMUND SANZO III 617010 R.C.E. NO. 79305, EXPIRES 3-31-22 CUPERTINO CALIFORNIA OF 5 SHEETS File: X.• �P�617010�(4) ENGINEERING�(2) PLAN SETS�(3) SHEET SFT�CO.I.dwg Date: Nov 11, 2020 - 3:07 PM Copyright ©2015 by Sardis Commu t Development Department ' /� I 30 0 15 30 6 Y p p i X � Plan ing Division - Cupertino -- CUPLRTINO APPROVED SCALE: 1"-30' Case# DP- 19-05 SANDIS - ) mber(s} ASA 1� , �a�4 Qa�ra�r C O -04 A rova I 2 I I -r� zl / y Pp Y APPROX. EXTENTS OF GRN Approva I Date 03/16/22 SRN EX. VALLEY GUTTER � Signature Gi n Paolo Martire Case Manager LEGEND 36 OUTFALL 267.01 C 7 F BIO-RETENTION AREA 265.20 FL APPROX. EXTENTS OF I EX. VALLEY GUTTER PROPOSED 44.6' I.E.E. / °h� EASEMENT TO BE DEDICA TED % /cv AC PA VEMEN T EXISTING GATE TO REMAIN w %r 28 .90 285.88 O END OF PROPOSED VALLEY 60' �6�ti ��� < � PA TH ER .w \ W W W W W W W W W W LANDSCAPE AREA WA TER DISTRICT EASEMENT PROPOSED 20 T PA TH r EA SEMEN J5 T E�DEDICA TED I I Q PROPOSED 20' 6 `'` / \ a CONCRETE SIDEWALK -- I a I.E.E° EASEMENT °° \'` x W 4.7 TO BE DEDICA TED _ i / •'� i �! W �, �, UTURE RETA/NIN"ALL AS 0 0 \1 ART OF L� PAW PROJECT I I FUTURE PATHWAY AND EASEMENT (NOT INCLUDED IN THIS PROJECT LANDS OF S.C.V.W.D. / 6 / G.y L x I (B569 O.R. 92) / // f 3.90 W L POSED N PROPOSED VALLEY WATER DISTRICT EASEMENT EXTENTS 283.64 EW EASEMENT TO BE DEDICA TED 1 " w � EW 282.3 283.0 - - PROPERTY LINE / I 1 W EW I I I W7, I .. 71. �n W y l e. 8 x 282.20 W I 55 W I I J/ I W� W Iz / 6�0�` 80' PG&E RIM 7`� / II °. • ..,......... s 281.5s / I E o tieti � (B319 OR 41 267.1 \ I I W tia.... ... - ° / T R IN v ( 1 I PEW Q / 4, \, APPROX. EXTENTS OF / \ 7 .1 x SLOPE EA I `� R 2 O6 P W W g 281.07 vi EX. VALLEY GUTTER P I . : ( (8319 0. EW e Q� y c Q � T MAIN . . .. . .` .e.. . . .,�. .. ... ° I Q 5� / V / �' 3 .5SAG 273.21 273.41 PV/- i. PV �___= Y A Rl� y I I 95 ° P v�.°;. N pV W \ i. » . . " I 280.59 g`v / 273.55�PV W 272,(i . 80.1 EW 1,5 7 273.7 Y I 277.88 P / ��`l 273.63/2 _PV 273.10 °N� y I ` z 273.95 I. . . . . . .I i FF� � I �" W W 1 280.09 EW I PV 1. . . . . . . PV 274 V 274.04 PV I I W W EW OP ED I I I o ro _\, I W y I ?� TR SH N SU 4 - - - - II ° Pv V W PAVEME \ v PV 2 '.87 P 274. PV 1 I W W W / / / . 10 �<! 27 . 2 PV 0 oV 27 .69 PV I W W W I 279. 0 EW I 4 n r W y a �� \ 275.13 P W �. 7 I O= / 75.45 PV o I. . . . . .I v " E S T TO .60 TED 275.70 PV 74.15 274.10 PV W W �. . ?7. . . . 6kG / Q 275.18 PV - V 274.76 PV N h 275. ' II It. . . . . . . . R� 275.69 PV P 4.43� 27g1.78 PV r W i W - I W / 4. P W \ . . . .. 741 P 75. PV W W �_ �273.4 _ o N274.2 GRN �e�" 'Lv - - =7Z�� �� - 7 - p 27 PV I W W W I Z k - � i Q / Q 276.30 P II 27 .80 f'V ' 277.54 EW 276.86 P ,'�G J I ° y / Q v / P� 277.0 PV 76.38 I �. 0 W w r I I W / 276 27L22PV.ro 10 275.22 PV t:� 5 V I 1277.09 EW PV / L o°�1° PV 276.50 PV :'76.32 �PV. �I 275.57 IPV I Y w r. 277.15 W EW Z 11�0 277.39 \:�,!° ° PV 'Izl'_v V w W e ....e O - -276 F / 0 PVy Q NON-ACCESS Q _ �, � 1 I W �, � (6444 O.R. 522) / 277.3 J BUILDING A �\ '� I W o I TD REMAIN ���2� / �/ / - �� y y 20' E. 0. 92)I I I LA_Z s ,277.39 _ ._ 3 Y 2. 6 PV �v W y r Al D Z 277.17 PV / v I W w.43 w Q \ .84 W O - - a y 276.25 / II - - - - V EW I/ W a I O 277.98 PV \• � •° I I 8 ' E T , i AI , W " n s / Pv / 3 �r 277.9 ! I I WW I U / T 9 �M o 277•s2 Pw PROPOSED 20' LE.E. y I I 277.37 PV 7 EASEMENT TO BE DEDICA TED II w PV a Ep 277.98 PV 277.92�V 277.93 PV I - I •••• y W O GA / 0 277.83 PV 27'.84 PV �77.80 PVJ� P77.74 V I I I W y y 275.45 C a i TIES TO P*WDEI UNLIMITED PV 77g AC PAVEMENT /� T � �\ ' ,275.30 2 9 _0 " Y PA RKEY� C�RD ACES THROUG THE GATE$) O 276.93 PV 27 �_ PV J M a- Q " / 278.42 PV 4�V 278.15 PV 273.42 PVL27791 PV 27 ..77.24 PV 277.15 1 I W2 W j L (3 - , ' �: I �: Pv ll J -_ RES K YAW B ES Z 278.t,6 PV 278.50 PV/ LI. 1. 27 9 P 1 Y." �' Tq 0 A TED ON I ISLAND V NON-ACCESS 278.04 P/ I I e _ e PA IRS PAVERS z_ 060 0.R. 249 c' ( ;4 111 I WASTE TRIO, 2 117s I IIv I' J B II�GTURAL PLANS 2 3 BW 274.68 BW TO REMAIN) PV '. _ - p 277.81 P, 7�7.46 PV y �1 - N I CONCRETE SSMH-RIM 274.25 275.28 ! 27 Yj' li / � �' T N 275.18 UP 275.02 274.3 TC TF - �"9 \� - ------ 274.03 LIP -� - ) \ INV 265.83 6" I S /27� 77.14 PV - - -R 7 IN-W) Q OHS ECA PV - --- - - �K f ?--- _�.3. P --fir -- - \ 2" - 275.70 NV 26465 15 - 6.62 :NV 264.97 15" IN " OUT ) Z -- 978 - - \ NV 264.82 40 THR 2�5 15"SS 10"SS \ l 275.13 P SS w -OVA- 0 PV / 278 278.00 PV '27 27� ,277.84 P ,277.43 PV ,277.26 PV s 7 \� - 2, L`E. 2 2 - - - - - - - 22 PG&E ESMT \ \�� I SSMH-RIM 275.20 G 278.75 PV AC PAVEMENT / / _ \ 'n�n�� t\ \ 2 .38 PV 2 (5929 O.R. 137) 1s / „' - 278.62 PV J 278.( 277.95 PV 277.94 PV 7.92 \ 98 \ ° �i TC 275.84 INV 2 .29 8" IN-N 0- TO REMAIN 7 .71 PV P"' :78.61 f V �8.55 P J - o-_78.59 PV '- „ \ - \ I 275.94 T METEOR DRIVE INV 6.13 15" IN - y IN 266.08 15" OUT-E) ro W 7 . RV BUILDING B � W W o _ � T 24.88PEW EBRK "� II � TIC CONCRETE m Pv PROPOSED 42.67 /.E.E. W y `�1_ �I 276 7 W u r ECA EASEMENT TO BE DEDICA TED I I w NIP P S //�� 2 /.E.E. 7 - - - - - - - - - Q W W CE TOWER 2 STORY a -_ !�I W27 Tw 27 0 UP 74.87 PI 74.73 BW LCA W y Z \ / w w T We W 1 24 W W W W W W W W W W W y W W W W W W i W w W i W w w w W W W Y w w W W W V NJ f W -- �, �. �, YV � W W W �77. A- -IkTRf O NTj 1 "MT 20 24 '2� V PROPANE E K 80.34 EP P 281.24 EP 281.27 281.36 EP 6 _ _ _ 27 8.4 �� (HUN R PE �E C kLIMI QED 35 TIC O 1.5" LINE 280.08 EP 280.44 EP P 1 p " EP 4. �r KEY A CESS ROU TH CAA TE$,� p 280.36 EP 12" 280.63 EP 12" 1.1 P 10' I 8122 C-. -� 281.46 TIC o ANK TANK 280.0 ` F9 UP N AN 280.0 280.2 o EB 280.9 281281.2 281.32 C 280.98 C N v1 TREATMENT I-RIM 275.52 WBo W SYSTEM 280 SSMH-RIM 280. 0 -ITOP 274.84 275 12 VERT PIPE p --- <I TM 268.77 D I I \ ° ..,. I `` .. .. .. a.°•� Q I etc °.°. . 1 IN .5 40"0 THR 3 c, a I ::.a e::° a.. '..c c°°: 276.68 BW I 'oo Q 276.94 TC 276.45 BW Z 276.18 LIP 276.85 TIC L.L I I I I I I I Q 276.59 TC 276.21 LIP I .L I I I I I I I I I DATE : 11/10/2020 DATE 2020 No. REVISION DATE BY CIVIL ENGINEERS SHEET S A N D I S SURVEYORS SCALE 1"=30' PLANNERS DRAWN BY. JW 10655 MARY AVE PRELIMINARY SITE � EASEMENT PLAN 636 Ninth Street � Oakland,CA 94607 � P. 510.873.8866 �www.sandis.net APPROVED BY; RS cloo E 1� i DRAWING NO.: RONALD EDMUND SANZO III 617010 R.C.E. NO. 79305, EXPIRES 3-31-22 CUPERTINO CALIFORNIA OF 5 SHEETS File: X.- I P 1617010 I(4) ENGINEERING�(2) PLAN SETS I(3) SHEET SET I CI.O.d wq Dote: Nov 11, 2020 - 4:06 PM Copyright ©2015 by Sandis - SEE INSET FOR CONTINUATION 20 a 10 20 Commu t Development Department APPROX. EXTENTS OF �� / MATCH EX. 1 I I I I I 0 +/ �o/ � � 111y . .�. .�, �, WYE CONNECTION EX. VALLEY GUTTER P@13LDG 270. 8f W i Plan ng Division - Cupertino GJ o�oh� W W - � W EX. 10" INV. IN=262.57 (S) P844s EW �� I f0 274.00 EX. 10 INV. OUT=262.57 (N) I SCALE: 1 =20' -CUPERTINO APPROVED �P�y. / I / 13 LF N 6" y \ ' FyG 270.39 W L10" INV. 1N=262.57 (S) 1 I S A N D I S Case# DP- 19-05, 36 OUTFALL s=o o J W e D P� [RQ�4 C3G1�10S1;' ASA mber(s) 7 / a CUDO OUIZET I 01,9-04 267.05 VG �Q� /NV. OUT=263.61 W W W Approva Iey, �I 265.20 fL + �Q w / CB, R/M=269.71 fi ', P 283.90 EW 24Z5 CB l =268.21 I I Approva I Date 3/16/22 / i CUDO P 6" INV. l J W x I I I 1' WYE CONNECTION I Signature Gi rl Paolo Martire �+ , �o ���� =266.71 � , W �y 6"»INV. IN=263.23 (W) �W \ SHEET NOTES GEOTECHNICAL NOTES: Case^�l�`P�X. EXTENTS OF ' �h�6. .:� �1 �• I I 10 INV. 1N=263.23 (S) / ti `L I UDO POC _ » I 283.56 EW THE CONTRACTOR SHALL FOLLOW RECOMMENDATIONS OUTLINED EX. VALLEY GUTTER '� I ti��• 8" INV. 1N=266.71 �'� ' 1111i � •V � ' � 1D INV. OUT=263.08 (N) O BUILDING POINT OF CONNECTION (P.O.C.). / A I I 1 IN THE GEOTECHNICAL INVESTIGATION PREPARED BY '�11 w W 2 CONNECT TO EXISTING SANITARY SEWER POINT OF ADVANCED SOIL TECHNOLOGY, INC. DATED JUL Y 7, 2017, FILE CB, R/M=268.91 `�- � ; ta � � � � FUTURE RETAINING WALL AS I OH EX. CB /NV. -267.41 , a W w PART OF B/KE PATH PROJECT I I CONNECTION (P.O.C.). NUMBER 16346-S. o' x 8 28 s1 w `P�9LDG 270 8f CUDO POC 8 INV. l t y- - EW I I A PERCOLATION TEST WAS PERFORMED BY ADVANCED SOIL I SDCO RIM=269.08 283.02 O CONCRETE VALLEY GUTTER. MATCH EX. 6� ' 28 -- =266.71 oy W y W » , - EW TECHNOLOGY, INC. DATED JANUARY 14, 2020, FILE NUMBER EXlS1TNG GATE TO REMAIN ti `1- E 269.2tY 81 10 /NV. 1N-263.93 (S) C=P 269.00E � 285•so 285 � MATCH EX. 16346-PERC. r %` Ew EW 10" INV. OUT=263.93 N 4 SLIDING GATE. END OF PROPOSED VALLEY / 11 i / I 285.89 w P�3LOG 270.90E �,1 I �. W O I O / .� �. .� ;. � I` �' ® �.n . .v v- . � .7 W WATER D/STR/CT EASEMENT / MATCH EX. yl STOW 271:00 �EB (3)E EP0 6 ti�0 // ��, �3 `��oti 'j CB, R/M=269.63 I O5 DR/l/EWAY PER C/TY OF CUPERT/NO DETAIL 1-21. / . P�9LDG 27 .11 1 5q G 2 .05 / �% a o ''. 8„ INV. OUT=267.04 NW 1 I I `CAMERA h �� ( ) 6 EXISTING POWER POLE TO REMAIN. GUY WIRE TO BE • � f} , , ,,. / 282.15 PV I 282.46 O / I �I I I I. ON PO I +ti4 / �s FL 269 3 I �'+ I Ew I RELOCATED. IA TrJ4MLA TCHI / P 270.00E '�, � I +� y. W W °� 285.05 j^F' FL 270.51 I �27 I z N X I O7 LABEL FDC WITH SIGN INDICATING CONNECTED BUILDING / PV 282.20 EW � I �. li �G 2'70.3'� IW � 2 `�' '� ,' ' - � � WITH 3 HIGH LETTERS MIN. P 270.0 1:1 q ��s � I; �. x �P / / ,��eti CUDO POC L , ° 28 . W I O�oG 6" IN 1N=266.71 �W W W I UTILITY NOTES: o MATCH EX. / I x P, k r� 6 I �, .ti TOW 274.00 I �o W� 4 i °I �FL 270.63 I FG 273.05 w P�3LDG 270. 8f I �I 1 �1, p�' / s� / I P 272.7 �k�� w I I 1. CATCH BASINS, AREA DRAINS, AND THE BIORETENTION OVERFLOW BASIN SHALL INCLUDE ADS FLEXSTORM TRASH CAPTURE INSERTS OR Doh I / MATCH EX. '� '" I � I APPROVED EQUIVALENT. ° I I� I, c> >, ,� 270.39 1 ��o P619LDG 27� 8f /� Y II 72. a EF I z I 2. ALL EXTERIOR STORM DRAIN INLETS ON THE PARCEL SHALL BE MARKED WITH NO DUMPING FLOWS TO CREEK" lsz P F 270.82 281.5s J. EXISTING STORM DRAIN LINES NOT USED IN FINAL SYSTEM DESIGN SHALL BE ABANDONED IN-PLACE. o� , / a r r E �o, i INS 7�5O 15 8" SEE RIGHT FOR CONTINUATION ?o P 271.30` EARTHWORK QUANTITIES SD POC ° I to P 271.09INSET 6" INV. OUT=269.63 �� WN CUT 7,800 CY I 1v P 271.56 SCALE. 1"=20' / FL 271.2It IRE s I �. �► 128107 FILL 0 CY MATCH EX. II CPO 28os7 w EW tioo / 'POBLDG 27 2t '�� 212 i �' THE EARTHWORK QUANTITIES SHOWN ARE PROVIDED FOR REFERENCE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CARRY OUT LEGEND / � � ,° J��° �, �.W � , � THE CUT/FILL, IMPORT/EXPORT AS NECESSARY TO MEET THE DESIGN GRADES AS SHOWN ON THE PLANS REGARDLESS OF THE ESTIMATED P@19LDG �,f ---- I ^, FG 272.16 / / /_3412. 2 EARTHWORK QUANTITIES AS INDICATED. SIGNIFICANT REVISIONS TO THE QUANTITIES NEED REVIEW BY THE COUNTY. FILL SHORTAGE lS E 273.85 ANTICIPATED TO COME FROM ON-SITE SPOILS ACQUIRED FROM UTILITY TRENCHES AND FOOTING SPOILS. - - PROPERTY LINE +ti �6� .,, / FG 271.95 `� I y , ` � � 1280.5s I FLOW LINE ,� ti6 os / 273. %p q i �15% ly w W 1 PROP ED 2 0.1 Ew EXISTING °� FL 272.84 EASEM T SAWCUT LINE / / / BUILDING D �// �!F 271 5 ��� P�9LDG I GB B w "'oa PV 280.32 w I / - - - - - - - - GRADE BREAK LINE `�� 1 STORY aI °� 7 . 4 ! AD » I - 20' PATH 273.s 27.s.76 6 LF 60 w I f EASEMENT MATCH EX. p`� I � �, �, � III � tal S=0.010270-- MA JOR CON TOUR ti P@3LDG 27 . 9f �'� ° W� v ° 271 MINOR CON TOUR ti� d . 1 4 14 PATH 2 I - I SSAD, RIM=TG FG 272.76 7 • o EW _PV " � FG 75 5 � I n y , W EG � � � •os / 4 /NV. OUT=271.77 b\ a W W I BIO-RETENTION AREA rt, / o a ° ; _ 4� w FG 272.36 I 279.54 EW a i i � FF 273.92 ° PARKING 274.60 �59 / FL 272.52 273.87 P SSj POOR 273.90 1 I j j I vi , - o ✓ 4 SDCO, RIM=268.50 / c / MATCH EX. >S, ° � CONC GUTTER � 4.62 PV " I ^i �, � � a �, �, X� y �, �, �. » - ` �� .�\�\ z AC PA VEMENT 1 5% 10 INV. IN 267.12 S P�9LDG 2 46 �y°I° 275. 9 PV FF �.3.93 AD » ( ) /Zl / / �, / (TYP.) °� 74.78 PV I PODOOR 273.91 W i I 6 »INV. IN=267.28 (W) 279.04 EW k, 10 /NV. OUT-267.12 (N) DRAINAGE SWALE ' ° �°�° � SECTION A- A � WWWWWW � _ WA I �T I al - ; FG 273.96 I Z I N.T•S. z W W W LANDSCAPE AREA � o � ?D�g r;!� 2 .60 PV � - I � _• � � �• / 1`1 0 „ 275.70 PV 2744 Q F o ti / / Q� / Pv ; 1 I " I W FG 274.22 / �`�' o / / % ,`4✓ v / I 12M115 F HB I I I FG 274.34 278.58 W a ,�91 FL 73 275.3 V / u7 r I �� W W tTBD CUDO-DT-0001 ° a r` F 273.95 f. CONCRETE SIDEWALK A TCH EX. , �, -. m= P@19LDG - I a o` v I INLET / P@14LDG 274.11 �1°) j ' 273.47 PA 0 / !� / FL .74 275.84 LZ n1 ° w w i 427,73�i ±TBD � +V / �� / 275.69 PV 274.k FG 27375 I ❑ a- BELOW GRADE STORMWATER STORAGE / / / , 9' 27 . 5 PV Pv `1 - �� 1 W I • �-OUTLET 1 AND INFILTRATION SYSTEM - I 277.96 EW INLET CATCH BASIN, CLEAN-OUT ACCESS 3�- o 73. ;` d'g PWLDG U `"°.a:° PER PLAN. AS REQUIRED. SOIL SHALL BE PLACED AND COMPACTED 74. R A - _ � 274.54 � a I J� _ PLAN VIEW TO A MINIMUM 95% REL. COMPACTION FUTURE PATHWAY AND EASEMENT °� I p� ° I 4 FG 274.13 I 1 TO 4 MODULE STACKS COMPACTED SOIL AS APPROVED AND RECOMMENDED WITH GEOGRID REINFORCING TENSAR SCALE: NONE BY PROJECT GEOTECHNICAL ENGINEER. BX1200 AS PER MANUFACTURER FG 274.01 RECOMMENDATION. SEE NOTE 1. (NOT INCLUDED IN THIS PROJECT) �. �' O�° 76.0s P �'�� 275.80 PV Pv I I ° Q \ 1 6.30 PV ._ „ P 273 r 5 - 7 I BUILDING C a TOW 273.50 MINIMUM 12 THICK LAYER OF 3/4 FREE DRAINING GRAVEL ON ALL �' / �/ ° FOUR SIDES AND ON TOP OF CUDO CUBES PER GEOTECHNICAL CW7 � HOSE BIBB / MATCH EX. 4fg \ Q 0 274'92 FG 273 nn I I ENGINEER RECOMMENDATION. WRAP IN MIRAFI 140N FILTER FABRIC. o P@13LDG 274.76E �� 6.34 PV o°° - - I 92 LF - 10" ®I ! I ° I 1 51 VI'iT I H FIRE HYDRANT Q o i 024.00" MAINTENANCE/INSPECTION ACCESS COVERS TYPICAL. 3.00' [36.00"] MINIMUM GEOGRID N �yo // ? �, o o° I P 273,49 S=0 020 I I CONCRETE OR MATERIAL FROM EDGES OF TANK. ,� O o o v FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. ASPHALT PAVEMENT. 275.22. PV WALL MOUNTED FIRE � ° � o°° 7 • Pv � i i � � � i 1277.09 w a DEPARTMENT CONNECTION Q / o ��, h h _ '0 / 27 �' ° - 276.50 PV S A w v w I EW"" \ \ v V v `.. .vA v v: ��\ ��.A� V V MAXIMUM. 2.0' a / �% ..` \ /o.. PROPOSED I.E.E. _ \ \ o OVERFLOW \ \ \ \ MINIMUM W t.o 276.99 PV PV - ----- \ 5.00' 2.6.40 PV _ � A..; �'. V \ \ v, � �\���� �v � A v � , - TYPICAL CATCH BASIN ;; \ \ \\ \ 12.00" MAXIMUM _ �, �, I 10� INV. OUT-268.95 � • �v� v\� \ � � \ W \ ° ° -276 OR OTHER INLET \ 10 PV �cSg °°o o l� 276.i''0 PV �'6.36 PV 1 V I 1 ° �I STRUCTURE PER PLAN. \ \\ \\ i " \ MINIMUM z MATCH EX. i, °o° BUILDING A I \\ L -� i \ \\ O 7.30 PV/ °o° �FF 27.�.i16 VEME:NT ! I \ THIS PROJECT WOULD INCLUDE 2 LEVELS OF CUBES: ONE TO FOUR / P®19LDG 276.45E ��\�� ��y�\/� ���}�\�� F / POVOOR 275.14 � 3 STORY I \ \� A MAXIMUM 275 / �.� �. 276.6 \ : \ \ \ �JJ ���J : - CUDO" J ° 11 = c I EW I \\ \ \ \ \\ \�. \ TOP LEVEL: 18 CUBES WIDE X 17 CUBES LONG MODULE STACKS. O `). y .. 277.95 P 277.87 PV I 3 274.7 _ I I BOTTOM LEVEL: 18 CUBES WIDE X 18 CUBES LONG Z 1�0�' O� 0' / '0 I INLET PIPE, 018.00" MAXIMUM, \ i Z MATCH EX �� V 76.44 PV I. A I I W FOR CONNECTION CONFIGURATION REFERENCE • 27�717 pvj v FG=�70 8 I CUDO-0008 & CUDO-PIPE-0001. a P@19LDG 276.15E _ C8l3LDG I I \ 4.00 TO 6.00" MINIMUM. P�3LIDG �� .,�b� � MIRAFI 140N OR APPROVED EQUAL A \\ OUTLET PIPE, O / , 277.52 P G0�10 275-22 i 274.50 a �, Ff 2_ 4.05 EW I FILTER FABRIC PER GEOTECHNICAL v A �A A A �A A v �� ` 018.00" MAXIMUM. FOR CONNECTION i 0' N I N ATI N E G NEER RECOMME D 0 CONFIGURATION REFERENCE, / � �I � �' 27 � I I CUDO-0008 & CUDO-PIPE-0001. o MATCH EX. ,� • / `allo �l FF 7 52 I VARIABLE 12.00" MINIMUM C-P 276.77t / FL 274.45 I SCARIFY AND COMPACT TO 95% SECTION/CUTAWAY VIEW ° ° I C�QQR I I I II REL. COMPACTION PER ASTM D1557. SCALE: NONE 977F } } MINIMUM 24" THICK LAYER OF COMPACTED 3/4" 10 to 274.50 I O I I 1 FREE DRAINING GRAVEL PLACED OVER MIRAFI O / !`►` HB � „ 275.14 � � � �/ `I I I I I NOTES: RS580i FILTER FABRIC OVER COMPACTED ^ e SUBGRADE AT BOTTOM OF EXCAVATION. o MATCH EX. / ° - 27,., PV r � 277.37 PV ° zi 1 °, � �y ' I O I II 1. INSTALL GEOGRID REINFORCING TENSAR BX1200 IN ACCORDANCE WITH o P 276.47E / �°° - - ^ MANUFACTURER'S RECOMMENDATIONS. r / 277.98 PV 277.92 PV '277.93 PV 77.27 PV 76.0� ry •,Oq / 2. SYSTEM ENCASED ENTIRELY WITH MIRAFI 140N FILTER FABRIC d ` O ai I FF451 v t75.45 3. FIELD POURED CONCRETE COLLAR REQUIRED AROUND ALL ACCESS COVER C9 Q l i 1 AX; POOR C I I 7582 I & HATCHES, BY OTHERS. _ FF 275 44 40 PV �_ 276'7 .� I 274.49 TOW 275.00 4. ALL EXTERNAL PIPING & ANGLES BY OTHERS, REFER TO PLANS. , I O P�700R 275.42 ^ I I p RS 5. SHORING INFORMATION TO BE PROVIDED BY CONTRACTOR. CUDOILIOldcastle FF 275.50 ��R AC PAVEMENT FG 274.50 z -" i - >> � o , �� ( � Stormwater Detention stormwater solutions �6.93 PV rn P °� BOOR 2754C7 Ply LDG PG�L T/� M SO OUTALL �� - THISD UMENTISTHE PROPERTY OF Plaza,Suite DCASTLE I Littleton,COT 80120I EDF RREFERENCE EFE ENCEPU9.8819 1 PURPOSESoldcastle ONLY AND SHALL NOT BE l' I Deteniionl System Typical Installation Detail USED ANY WAY INJURIOUS TO THE INTERESTS OF SAIDACONIPANYTCOPYRIG IS HT�a-2018 OLDCASTEEPRCASSTEINC.ALL RIGHTSRESERVED. 2!'S.23 275.08 - FL 274.39 -- FL 274.04 ° I INV 271.50 Inflltratinn DRAWING NO R ECO-0154 DATF o MATCH EX. 6.94 PV 278.42 PI 278.42 P\P\i 277.E 277.24.PV FL / o Impermeable Pavement Area CUDO-DT-0001 C zHD z s 1s JPR 7/21/OS SHEEP 1 of 1 P 277.22E - - - - - - - g, 1 11 � I I I\ TOW 274.50 - } , Pv TC 275.38 ° N FG 274.00 Ff� °a _ 3 77 ss P �° P�19LOG _ o0000 °°°°°°°°°°°°°°°°°°°°°°° ° 0 q 274.5 C=P 274.88 J 3 \ ai7 z m P4'�3LDG Pd 700R .�74.51 1 ° �a o :_ it 42 LF N l b" l W 77.45 2Z7 0� 275.15 275.38 ° ,1�019LDG'- P@9L.DG HB I I I o I � N I I SECTION 13 - 13 0 S-O.00 PAVERS P FH °oo ° , , 7RANSFOR ER PAD �, I N.T.S. cv HEi, u�1 P 75.16 N 274.78 274.,' 1 >= I TC 2 5.42 I BACK LOW I o �s rW P�,'�3LOG P 275.,,�8 I FF 2r4.53 IA C-P 74.92 BW - -� a FL 275.63 �° ( a 2�'S.75 �'DR 274,.51 a , PRE TOR N - r= ____ 1 4 I N m FL 275.92 _,� UTIL X/NG r 275.18 LI Al 0 P@19LDG M, ` a _ } 277. 0 3 Oy 0 N� 1 �f^ - -- '� I » MATCH EX. » AC N 275NT .00 - - - C 274.90E 959 RELAOMEPAC770N �` _ FL 274.09 ' U17L X/NG A - --- - - -- - r- EX ._ - ---;- - -' - MATCH Pb�3LDGU 17L X/NG AC FH P 274.80E \FL 275.27 FL 274.90 0 59 SSCO rn FL 274.33 0 � � �_ I MATCH EX. 276.17 f I� � FL 274.59 0 78.5E - - w Mi U77L XING SDCO PV \ ! I BW275.00f o 00o 00 ° 00C 00C 000 000 000 000 SCO TC 275.43 0° °° °° °° °° °° °° °° °° 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 CONNECT TO EX SS LINE 26 ° I o° °U o° °� o° o° o° o° o° o° m I P 274.93 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 ' I I --- 2 4" INV. OUT=268.19 c� I 4 0�°°O off°°00 0�°°00 0CU°00 0�'000 0c°000 0c°°00 0�°°00 off°° TC 279.62 P 27582 P 27.542 �P 274.87 FF �:.75.23 1 278 60 PV - 77 4 PV EX. 4 /NV. 1N=268.19E P 279.12 s 277.98 C cop I °0 0 °o 0 °o 0 °0 0 °0 0 °0 0 °0 0 °0 0 °o 78 971'!FF av 278.62 PV ° ;78.59 PV _ - - 61 PV d, �, P'I- 274.6.274.60 _EwLDG (ASSUMED T_ 5 !o a � TC 279.07 F\ F 2i'6.12 P��DOR 2%�5.21 � F; Pc P 278.5 PODOOR 276.10 P 27 5.27 FF 275.49 BOOR 2,'4.50 1 4 TC 75.76' I N N o ` :;1 T PCiD00R �:'7542 06, R/M,=273.95' z w FF 276.15 BUILDING B = " P 75.26 -=�I �! 6 8 CL. II A.B. 95% FG@13LDG POVOOR 276.13 1`.i »INV. 1N=272.25 � � (A T 276.23 i REL. COMPAC77ON \X����������� 0[CELI 279.50 1 51 VIiY `` - ��� \���������� � I � 10 /NV. 1N=272.10 . _ N ,, "QiilLnA/c rn eCT FF 274.52 �/ _ W � � �AS RE1A/N/NG WALL 1.. .,. I MATCH EX., - FG�C►OR 274'�.50 , -� . .�, ''�JT - P 275.70E W 'X --- , �. :, �, �,��, �. �, �. �, .� �, .� �, _.. . �, �, �, �, .� �, .� 41 �, �, �, �, �, �, �. EPA, MATCH EX. 2A1.24 FG�9LDG -(6 MTl 10"Mr 10"Mr o BW 275.90E 16 12 SCARIFY AND COMPACT TO 959 REL. EB ECAB 4 280.42 EFL EP 280.67 EP 281.24 EP 281.E 281.47 C - 9 � 3/4 U COMPACTION PER ASTM D1557. CONTRACTOR MAT A T P 280.44 EP EP --{--+� 281.36 281.4 C I 27 .6 279.E 278.8 ® 27 5 G FG 275.76 27 rC 280.3s P " 280.63 EP L1�- 281.22 C -� G SHALL PREPARE SOILS AS NECESSARY TO " PROVIDE A STABLE SUBGRADE FG 2 12" 1 P 81.46 TC o 4ANK ANK TANK WA 280.5 280.0 280.0 280.2 280.9 281281� MATCH EX. I1.3?c l_ 280.98 C 00 _ / R75.5 LIP TREATMENT FG 281.36E I MA TCH EX. SYSTEM 2Rn FG 278.40E RT IP I 12" I I ASPHALT PAVEMENT SECTION DI-RIM 275.52 SSMH-RIM 280.60 � TOP 268.87 12 VERT PIPE I ° N. T.S DATE : 11 10 2020 DATE 2020 No. REVISION DATE BY SHEET CIVIL ENGINEERS SAN D I S SURVEYORS SCALE: 1"=20' PRELIMINARY GRADING AND UTILITY PLAN PLANNERS DRAWN BY: JW 10655 MARY AVE 636 Ninth Street Oakland,CA 94607 P. 510.873.8866 www.sandis.net APPROVED BY: RS C2mO DRAWING NO.: RONALD EDMUND SANZO III 617010 R.C.E. NO. 79305, EXPIRES 3-31-22 CUPERTINO CALIFORNIA OF 5 SHEETS File: X.- �P�617010�(4) ENGINEERING�(2) PLAN SETS�(3) SHEET SET�C2.0.dwg Date: Nov 11, 2020 - 4:07 PM Copyright ©2015 by Sardis Commu ty Development Department 10 0 5 10 2 Plan ing Division - Cupertino cUPERTINO APPROVED APPROX. EXTENTS OF r /' .� APPROX. EXTENTS OF // � i/ .� 00 , Case# DP- 19-05, EX. VALLEY GUTTER // C.. // / EX. VALLEY GUTTER // yv� // S A N D I S SCALE: 1 =10 ASA f�c Lco6mber(s} /// �P ��/ / /// �P ��/ / C °194[3L°aS70�f' Approva I y 10 �"-04�1 36 OUiFALL / / // / / 36 OUTFALL / / // / / Approva I Date 03/16/22 Signature Gi n Paolo Martire T 1 /' // / 7 // / Case Manager // Q°J // 267.12� + / . � Q. / � 267.12 265.20 ,' i' 265.20 ,/ i/ LEGEND • // / Y // / BIO-RETENTION AREA ti��1�� a// Dc / l�� X / y�h16�. a/ / z� W W W W W x / AC PA VEMENT W W W / // // ���• ' / // // .� W .� W ' �. W �. W � W �. W �. W � LANDSCAPE AREA APPROX. EXTENTS OF c� APPROX. EXTENTS OF C� W EX. VALLEY GUTTER .v / / EX. VALLEY GUTTER / CONCRETE SIDEWALK W W h• x 0• x FUTURE PATHWAY AND EASEMENT (NOT INCLUDED IN THIS PROJECT) / ROPOSED 44.6' I -� / y ,ti ti / / s PV / ROPOSED 44.6' ��jv . . . . . . . . . . . . . . . . . . . . . 1. E. EASEMENT_1I6� I j I x X/ 1. E. EA SEMEN T�M-' I / W W E DEDICA TED I pp,� ��' E DE A TED I Q ��'y y ° w.• I �� / 285. 9 IJV. I W � W W W W / W 285. 3 PROPOSED VALLEY WATER DISTRICT EASEMENT EXTENTS +��° I � �6ti �� EB / / MA TCH EX. EB I C=P29. I W W W W W W W f Q I / (3)EB (3)EB l / EX. FG 269.01E I� / 6 ° / W W W f� W / W .W W EASEMENT TO BE DEDICA TED /g Q�Y I SECURITY /g �Y Q W W W W y W W SECURITY �0. EXISTING GATE I 6NM OLAE /+� EXISTING GATE I �' W W W T FW U R WBl E W ONMPOLE - - PROPERTY LINE TO REMAIN \ I E I TO REMAIN \ I A E E E T I X W W W W W W W W O y O y , GPI �• 0' 2 / / Q'�' I. W �. N OF PROPOSED VALLEY / I \ I / x OF PROPOSED VALLEY I \ I W W /W W W W W W x DISTRICT EASEMENT �c• I \x / / TER DISTRICT EASEMENT } D• I \x W V + + 70 7 W w w v w w W w / \ • � Y J• •L Y V •L •Y •Y •L Y W •L / c o \ ti `d� C 270.04 z \\ _ \ I GE OF A E T o� �'J \\ W � _ \ I y o� Q� a 1 J W �V 3. \\ \ x \ \ y° W W�`\ FGW 274. 0� zW W W W W W W W W F IW / MA TCH EX. \ I of x / MA TCH EX. \ I W W W W W W W W W x Z P@BLDG 270.08E \ / I P@BLDG 270.08E o_ 0 A PlN AREA F PROPOSE Q A PJN A E,4 E ROPOS ' R DIS T EASEMEN / I W V EYWWA R DISTRICT ZASEMEN / \ / 0 ND FUTUR C/ 0 CU ER NO X / \ /� W W EUTUA EITYWO CCU R NO X a / \\ / - - o BlK PA TH EN a P / \\ DOUBLE GATES WITH INWARD o I W W Bl PA rWH W El1Y W o EX. .35 I X \ AND OUTWARD SWING x C W W WWW WWWWWWWWWW X ti• o� X \ / / I \ x W W W � • W o� W X \ / I I . Or k' / \ / / I. EXTEN E c� \\ / / o II W W E W E W W BIKE TH SE ENT X 2` . ENT J, 0 0 ES N T' .�.E. ES N T' D I 41 Z / , (n I / , (n I W W W •L y y J W W X QW W W W W W W W W W W W W I x W TAl NGWWALL AS W W Z / I co I I X / I N I I W W AR Of rXt �(1N PR EC W X IW W W Fill TJNG fASF�I� W W / / I I I 2" / I I TO B 0 TCLA/ME W W W 2° z / ���. I I I 282.3 / h� \V W W W W W W W W I 282.3 0 0 Q / �I 0• I N II X �y Q r'� `I' II W W W W V �V V W X o / 1 1 W W W W W W Z / � 271. II I / x / � � I I r I I' Y W W / AA /�.1 1 v W W v W W W 0 R� a/ '/ " a�/ ^w / I I O I. .I i W W i W W W W W W a. U I 1 282.15 PV " I W W W W 14, W W W W 282.15 PV .v O 3 O I I 2 7.8 1 O � / ' I I I / I ,/ o� I W W W I � i I .Y / W W � '8�V �V W a - - - - I FL 269. I - - - - - - - - - - I W W W W FL270.51 o I I �. . V X FL270.51 , ` 1 I . IjW W WW WW WW X �' I II �� � � I 1 II / �. x P FL 270.63 I II j I 2 I FL 270.63 I �' II j W W W 27 W I� X \ I Ix I I I, I W W W W J V W z N / I e a e s . 1 1 W / � IX . . . . . e . / � X W W W W X e e e e e e e Q ! PV PV 77 PV W x W T W274. 0 I OOe T W274. 0 x FG 273.05 x e W W W W W W W x e x FG 273.05 W 27 . 1 P • • • • W W W P 272.71 4I FL 270.82 / x 272.98E II P 272.71 I FL 270.82 / I Q i x 272.98E I W W W W W W W W . HIGH POINT °I I I I X / HIGH POINT 27 °I / I I I41 x -R 27 . n e w T\A _7 1 8"' 1 S Ir / 1. I I - • . •% . \ 7.1 / III.272.98 \j/ \ 1. 1 ' U O N PROPOSED GRADING FOR INTERIM CONDITION PROPOSED GRADING FOR FUTURE PATHWAY a a 0 z DATE : 11/10/2020 DATE 2020 No. REVISION DATE BY CIVIL ENGINEERS SHEET S A N D I S SURVEYORS SCALE: N.T.S. PRELIMINARY SITE AND GRADING PLANNERS DRAWN BY; JW 10655 MARY AVE 636 Ninth Street Oakland,CA 94607 1 P. 510.873.8866 1www.sandis.net APPROVED BY. IRS ENLARGEMENT PLANS C2ml DRAWING NO.: RONALD EDMUND SANZO III 617010 R.C.E. NO. 79305, EXPIRES 3-31-22 CUPERTINO CALIFORNIA OF 5 SHEETS File: X.• �P�617010�(4) ENGINEERING�(2) PLAN SETS�(3) SHEET SET�C2.1.d wq Dote: Nov 11, 2020 - 3:30 PM Copyright ©2015 by Sandis 60 Commu ty Development Department I / �/ 30 0 15 30 1 Plan ing Division — Cupertino / -CUPERTINO APPROVED / I Case# DP- 19-05) u S A N D I S SCALE: 1"--30' ASA 0" 1 mber(s) Approva I C 0 04?1 Approva I Date 03/16/22 I I Signature Gi n Paolo Martire g , Case Manager GENERAL NOTES: / 1. CURBS ADJACENT TO BIORETENTION WILL BE PERFORATED AT LOCATIONS SHOWN. ' I 2. FLOOD ZONE DESIGNA TION FOR PROJECT.• LOCA TED IN ZONE D PER FEMA FLOOD INSURANCE RA TE MAP, INV 259.67 ` I I PANEL 208H. 36 OUTFACE 3. PER THE NRCS WEB SOIL SURVEY, THE SITE SOILS CONSIST OF "URBAN LAND-FLASKAN COMPLEX" SEE I / GEOTECHNICAL REPORT FOR DETAILED SOIL INFORMATION. \ I \ 4. THE PROPOSED PROJECT WILL INCLUDE MORE THAN 10,000 SQUARE FEET OF IMPERVIOUS SURFACE AND HAS THEREBY BEEN PLANNED TO COMPLY WITH PROVISION C.3 - NEW DEVELOPMENT AND REDEVELOPMENT OF THE MUNICIPAL REGIONAL STORMWATER PERMIT (ORDER NO. R2-2015-0049). y c 5. GENERAL STORMWATER QUALITY APPROACH - THE PROJECT WILL INCLUDE A BIORETENTION AREA AND A W ? STORMWA TER STORAGE AND INFIL IRA TION (CUDO) SYSTEM. ALL PROPOSED/REPLACED ONSI TE / o" W <� ` ®Ee 3 o i IMPERVIOUS SURFACES WILL DRAIN TO THESE AREAS. I I \ CAM > \ 6. BIORETENTION SIZING - THE PRELIMINARY STORMWATER MANAGEMENT PLAN HAS INCLUDED BIORETENTION / LOAM 0� I MEASURES SIZED PER THE UNIFORM INTENSITY METHOD AND THE 4q RULE, WHEREBY 4q OF THE SEC/ \ EFFECT/VE IMPERVIOUS AREA HAS BEEN PROVIDED AS A BIORETENTION SURFACE FOR EACH WA TERSHED'S RUNOFF. SEE TABLE ABOVE FOR EACH WATERSHED'S SIZE, PROPOSED IMPERVIOUS AREAS, AND / I I Z I 1 PROPOSED TREATMENT AREAS. SITE TREATMENT AREA NOTE: THIS PROJECT IS REPLACING MORE THAN 507. OF THE EXISTING IMPERVIOUS AREA AND �64 \ THEREFORE MUST TREAT THE ENTIRE SITE. �10�10 . . . . . . . . . . . . W W WWW STORMWATER MANAGEMENT NOTES: / , ' y W W W �IW W �� �' • 1. THIS PLAN PRESENTS METHODS AND CALCULATIONS FOR COMPLYING WITH THE REQUIREMENTS OF W W W w I i I I PROVISION C. OF THE MUNICIPAL REGIONAL STORYWA TER PERM/T IN ACCORDANCE WI TH THE SANTA oh WI W W W / CLARA COUNTY PROGRAM AND THE CITY OF CUPERTINO REQUIREMENTS 2. THE FOLLOWING TREA TMENT MEASURES ARE PROPOSED TO REGULATE THE QUALITY OF STORM WATER LEA VING THE SI TE. 2.1. SELF-TREATING AREA - RUNOFF IN THIS AREA ORIGINATES IN AND FLOWS THROUGH PLANTING LdI PRIOR TO EXI TING THE PROJECT SI TE, NO TREA TMENT IS REQUIRED / 2.2. SELF-RETAINING AREA - RUNOFF IN THIS AREA IS DIRECTED TO A DEPRESSED LANDSCAPE AREA THA T ALLOWS WA TER TO POND TO 3" PRIOR TO LEA VING THE SITE. NO SPECIAL LANDSCAPING OR i SOILS ARE REQUIRED. I a / 2.3. BIO-RETENTION AREA - RUNOFF IN THIS AREA IS DIRECTED TO A BIO-RETENTION PLANTER/AREA o FOR FIL TRA TION, INFIL TRA TION, AND ENVIROTRANSPIRA TION PRIOR TO EXISTING THE SITE. PLANTING 0 W W I I I AND SOIL REQUIREMENTS APPLY / W I I I 2.4. INFIL IRA TION AREA - RUNOFF IN THIS AREA IS DIRECTED TO A BELOW-GROUND CUDO z h . . . . . . . . . . ./ / I I F A- / . ./. . . . . W I STORYWA TER STORAGE SYSTEM ALLOWING INFIL IRA TION FROM THE SIDES AND BASE OF THE — I : : : : : : . . . CUBED SYSTEM. o . . . . . . . . . . . . . . . . . . . . . . . . . . . : " " : : : : ':':':':' :':':':':':':':':' I I W W W W W, W / . . . . . . . . . . . . . . . . . W W I I I WIW y W WI I — — — — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W W y W W C.3 STORMWATER TREATMENT MEASURES O / / �� . . . . . . . f / . . . . . . . . . . . . . . . . . . . . . . . . . W ACCESS PATH, NOT I y I I INCLUDED /N THIS PROJECT 1 /MPER VIOUS TOTAL DEPTH OF / 5 ♦ / . . . . . . . . . . . . . . . . . . . . . . . . . W I I AREA ID BMP TYPE BMP ID REQUIRED BMP SIZE BMP SIZE PROVIDED /" - W W W y L U I AREA (SF) EXCA VA TION . W W I I I I BIORETENTION / . . . . . . . . . . . u I I I I DMA 1 61,409 AREA B1 2,457 SF 2,5 75 SF 2.50 FT / . .�.:.:. / /. .".".".:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. og W a / • • • � m� .� INFIL IRA TION o �� /:' : W I DMA 2 86,470 BASIN B2 4,930 CF 5,376 CF 8.92 FT N .. ." / . . . . . . W I oa S1 .... . . . . . . . . z : : : : : : : : :. DMA 2) : : : : : : : : " _ .� .. . . . . . . . . . :: :: :: .� W Wy WW W� -_ o — — — — LEGEND m /" / r I I � I r O / / I y I 0 [2] [7] [7] DRAINAGE AREA BOUNDARY a / �" / I W W I I I FLOW LINE o �. . . . . . . . . . . . . . "." ".". . . . .".". . . .".". . . .".". . . .".". . . . .. . . . ... . . . ... . . . . . z / �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WLLI I / . . . . . . . z �.".".". 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' ' ' ' " ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' Bl0-RETENTION AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... .. . . . . . . . . . . . . . . . . . .1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W , Z / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- - - — — — . . . . . . . . . . . . . . . . . . . . . . . . . ry I e e o W I PAVERS I BELOW-GRADE STORMWA TER O / / . . . . . . . . . . . . . . . . . . . . . . . . . PA RS : : : : . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : :.:.:.:.:...:". . . . . . . . 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W W W W W W y cy W : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W �z WW � yyW WWW T WT T �­9 —16 i ­ik 4 —16 yr W �W W�W�:=��� ———— JI t K „o . Z•J U U LJ _ I ROOF RAINWATER LEADER PROPANE • 3 4"G 1.5" LINE ANK TANK 281 L��� N Q TREATMENT EB _ l 28 �' OP I274.84 12 VERT PIPE 12 SYSTEM 0 a --- I TM 268.77 D 0 6.05 Z I i I ZIM 27 - I I I II W 0" THRU QI I I II � I I I DATE : 11 10 2020 DATE 2020 No. REVISION DATE BY SHEET CIVIL ENGINEERS IS A N D I S SURVEYORS SCALE 1"=30' PLANNERS DRAWN BY: JW 10655 MARY AVE PRELIMINARY STORMWATER MANAGEMENT PLAN 636 Ninth Street � Oakland,CA 94607 1 P. 510.873.8866 1 www.sandis.net APPROVED BY; RS C3mO DRAWING NO.: RONALD EDMUND SANZO III Ell i 617010 R.C.E. NO. 79305, EXPIRES 3-31-22 CUPERTINO CALIFORNIA OF 5 SHEETS File: X.- �P�617010�(4) ENGINEERING�(2) PLAN SETS�(3) SHEET SFT�C3.0.dwg Dote: Nov 11, 2020 - 3:39 PM Copyright ©2015 by Sardis PLANT LEGEND Community Development artment • // ' PLEINAIRE Planning Division —Cu ertino APPRovE ' Y� o TREES SHRUBS cUPERTINO DESIGN GROUP L J � I J Case# DP-2019-05, , U ASA-2014 mb r s) / I W SYMBOL NAME SYMBOL NAME 3203 Lightning St.,Ste. 201 // Santa Maria,CA 93455 % 28 \ OEXISTING TREE O 805.349.9695//www.pleinairedg.com lq r�Approva I ILDI o / T l TO REMAIN S 1 BERKELEY SEDGE Approva I Date 03/16/22 I "� CARISSA MACROCARPA THE DRAWING, DESIGN IDEAS, AND FEATURES OF 0 z O S'Z CONSTRUCTION, DEPICTED WITHIN THE DRAWINGS ARE THE EXCLUSIVEJ. SMALL LANDSCAPE Signature Gian Paolo M i = RTY G RO U N DCOVE RS NATAL PLUM ARCHITECT. THEY PROPEA E NOT TO KEVIBE REUSED, REPRODUCED, Case M d ^ CHONDROPETALUM TECTORUM COPIED, SOLD, OR USED FOR ANY OTHER PURPOSE WITHOUT 000000 O 00 0000 000 0 OO � Ov00 O a O SYMBOL NAME s3 O THE EXPRESSED WRITTEN CONSENT OF KEVIN J. SMALL; 0 o O C SMALL CAPE RUSH RLA 2929. ® 2018 KEVIN J. SMALL O O O O O c 0 0 G 1 ALOW BOY DAOCAC A LOWBOY' OO S4 CROCK PURSLANEDIFLORA I � COBBLES G2 RE DIANELLA L A USE EXISTING COBBLES O S5 VARIEGATE FAX L ARIEGATA' 0 10 20 40 _ J CONCEPTUAL LANDSCAPE PLAN - A SCALE : 1" = 20'-0" NORTH G3 COTONEASTER DAMERII 'LOW FAST' S6 LANTANA CAMARA 'GOLD MOUND' BEARBERRY COTONEASTER GOLD MOUND LANTANA + + + + + F� I +;+;+;+;+;+ C'4 MO ATE RED FESCUE TE o0o S7 WOODW BRIATA GIANT CHAIN FERN MA NE - B E P- 1) MYOPORUM YOPORUM PARVIFOLIUM PUTAH CREEK MYOPORUM JI METEOR DRIVE U O 0 Yd A3/100dNVA W I , , o °" aV"tl31 G3 COTONEASTER DAMERII 'LOWFAST' G4 FESTUCA RUBRA 'MOLATE' y B U I L D I N G C 00 BEARBERRY COTONEASTER MOLATE RED FESCUE a I oo a OO Tl EXISTING TREE G1 ACACIA REDOLENS 'LOWBOY' z a TO REMAIN LOW BOY ACACIA z I 00, = OO 6 a 6 S 1 CAREX DIVULSA S3 LANTANA CAMARA 'GOLD MOUND' oX<A7 BERKELEY SEDGE GOLD MOUND LANTANA o O O O O O S5 DIANELLA TASMANICA 'VARIEGATA' S5 CHONDROPETALUM TECTORUM VARIEGATED FLAX LILY CAPE RUSH 0 S7 WOODWARDIA FIMBRIATA S7 CISTANTHE GRANDIFLORALO GIANT 01 CHAIN FERN ROCK PURSLANE Q 0 10 20 40 S 1 CARISSA MACROCARPA G5 MYOPORUM PARVIFOLIUM 'PUTAH CREEK' O Ll CONCEPTUAL LANDSCAPE PLAN - B0 LE : 1" = 20'-0" NORTH NATAL PLUM CREEPING MYOPORUM �n z w ` CL ` Z - - _ -- .0o LU LU ® ®+++++ + ® + — O O O O O O . + a T;;,;; L, 0000�31\ 000000000O ® o o U o \ W 0 0 o\ .. .+ .+:+ 0 + + .+ ++++++++++ ++.+ + + + + + + + + + + +.-+.+-,.�.+...+.. +......... . .. .. ..+..+ .. .. .................................... .. :.+ :+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + Vf + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++ +++ O+ :+t++Q+ D++ + + + + + + + ++ + ++ + + + �1 + + + + + + c + + + + + + + + + + +fib+ + :;::::;: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + � , o+ 0+ ' + o + + z + + + + + + + + + + + + + + + + + + o \ "A \ \\\\4Q, R\? K, ........ o � � 0 O oy Q � (36 EXISTING PEDESTRIAN PATH o OVERHEAD POWER LINES - co I - - - oti - - AND PUBLIC OPEN SPA .MI,11 - - - 1 NO WORK TO OCCUR oN U n, a 0 10 20 40 ' a� 0 CONCEPTUAL LANDSCAPE PLAN - C SCALE : 1" = 20'-0" NORTH U i a SHEET TITLE 0 N GENERAL NOTES CONCEPTUAL J i o l . MINIMUM PLANT SIZES: LANDSCAPE z STREET TREES (24"BOX), SITE TREES (15 GAL.), SHRUBS (1 GAL.), GROUNDCOVER (FLATS) 0 2. IRRIGATION SYSTEM TO BE INSTALLED AS A PART OF SITE CONSTRUCTION. SYSTEM SHALL BE UNDERGROUND, PLAN A, B, & C N AUTOMATIC WITH POP-UP SPRAY HEADS, "SMART" CONTROLLER AND AUTOMATIC RAIN SHUTOFF. LOW VICINITY MAP Free`Noy 280 a PRECIPITATION RATE HEADS TO BE USED TO MINIMIZE RUNOFF. OWNER Bass Cupertino, LLC 3. POINT OF CONNECTION FOR WATER SUPPLY, SHALL BE BY A NEW LANDSCAPE SUB METER. Q 4. ALL PLANTING AREAS SHALL RECEIVE A 3" LAYER OF MEDIUM BARK MULCH AFTER INSTALLATION. SITE 10121 Miller Avenue, #200 0 5. ALL PLANT MATERIAL SHALL CONFORM TO THE CITY OF CUPERTINO OR STATE OF CALIFORNIA MODEL Cupertino, California 95014 o WATER CONSERVATION ORDINANCE. T. 408.255.4100 6. ALL PLANTING AND IRRIGATION SHALL BE INSTALLED PER THE CITY OF CUPERTINO STANDARDS AND CODES. DATE 2018.03.05 7. FOR SITE WORK, ARCHITECTURAL, AND GRADING/DRAINAGE INFORMATION SEE PLANS BY OTHERS. 21809 o' 8. ALL AREAS BEYOND THE AREA OF WORK THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO Meteor Dr. SHEET NO. ORIGINAL CONDITION. 9. DRAWINGS ARE FOR DESIGN AND REVIEW PURPOSES ONLY AND SHALL NOT BE USED AS CONSTRUCTION o %� a� DOCUMENTS. aL > 10. TREES PLANTED IN AN AREA LESS THAN 8' WIDE SHALL BE INSTALLED WITH A ROOT BARRIER TO PROTECT co < CLP = 01 AGAINST HARDSCAPE DAMAGE. NORTH 11 . STREET TREES ARE TO BE SELECTED FROM THE CITY OF CUPERTINO APPROVED TREE LIST. N.T.S. Community Develo I I.0 1.1 I le �+.J E , , ^� a �A i `! *rr•r. - •+ ii't" r'�Mf.1� '[!'s.i•.'• . ' �$l' d; y� r ep,5'aY' ^P J y y _ �- 4� 1AY< s'�t•c�1 lY� ��ei.. 1� �• '�;�5.� � �-. - _'��rl�f'`�`� ��3� -{ �'+r S�a Y� r���. -.ti!"�� � ;;i R1��Q•r PlanningDivision Cune' in _ �;.,� _ - : . r.� LEIN I RE GUPERTINO APPR VED y• of .; lgK' 2iap . .f rY'1-+ : 'ti n '' ,, 'L s •�4 , � ;: = _ ^, DESIGN GROUP � .t. ` -' : ram; •�., d`.; : .:' Case# DP-2019 05 - ASA-20" ber s 3203 Lightning St.,Ste. 201 // Santa Maria,CA 93455 ��;,;� ''w -�-- - �. _ -y � � �`,+'v-r fJ`i;, .�V' -•�- - 805.349.9695//www.pleinairedg.com A rovaI Date 03/16/22 '-i��. � �_ -=�- _ THE DRAWING, DESIGN IDEAS, AND FEATURES OF ". T y.' sue_ . ' CONSTRUCTION, DEPICTED WITHIN THE DRAWINGS ARE THE _. EXCLUSIVE PROPERTY OF KEVIN J. SMALL LANDSCAPE Signature Gian Paolo Ma4f *, 1.�� , :- _ ;; �,' � . - 4 ,. tl _ k . !A,-• �,., • _ y_ �. _ .wc.�. �sr ���. ;1. ��,1 ARCHITECT. THEY ARE NOT TO BE REUSED, REPRODUCED, + s ' < L' = y t ,� syr' ? �} '� �^' k• COPIED SOLD OR USED FOR ANY OTHER PURPOSE WITHOUT Case Man r - r dv. �ij may' - _ F _ _ g� ►4 `5 5ti" ;�, ' ' y :�r�^ `�!•' Y' f - i. t?yy��'r :+ + itl 1 THE EXPRESSED WRITTEN CONSENT OF KEVIN J. SMALL; RLA 2929. ® 2018 KEVIN J. SMALL ' - �1 � f,� ".-f' �' �. �/- •y •'.r*'v`. _ ..� �9�,�1 ,y I±!+ Z y��''� ��1 54`� 41 A. ) `.�.:.� .��.�?i ,•'yy k_ 5F'I '{'tii�� `•� - s�.,y � y 'fi �• � i�y� e��'- ':a.' . _ _ .,(,.`.+Y.r .;f'A.'ram %.I�! :v( •+J }..�.. _ .-X � �i `- i•If * ;rt .! ..� •. , !F-+7r-.�r -.�sy,J}--,'_. -� Jr�' _ .. • - __ y Lr'- .J:-��r r Lowboy Acacia Bearberry Cotoneaster Molate Red Fescue Creeping Myoporum Berkeley Sedge Natal Plum 4f y -�_' 44 t�f y - _ •1 3 �aaJfrrr ram 1 +�1��+ 5��f��. .f 4% r• `r Q ;T� _ i rl �t ,,,, _ .ice%{�_.y � \ �: t � - - �• dr �} -4 r '4f .yam ...: LO s 5 • w 4 ti J CT Small Cape Rush Rock Purslane Variegated Lily Turf Gold Mound Lantana Giant Chain Fern 0 0 J l.J 1 ~ W ZW U 1 \ W z W Q Q CITY OF CUPERTINO LO 0 WATER EFFICIENT LANDSCAPE WORKSHEET o City of Santa Maria Reference Evapotranspiration(ETo): 45.3 Project: Hydrozone# Plant Irrigation Irrigation ETAF(PF/IE) Landscape Area ETAF x Estimated Total /Planting Factor Method b Effciency (sq,ft,) Area Water Use Description a (PF) (IE)c (ETWU)e Regular Landscape Areas Very Low 0.1 drip 0.81 0.12 Low 0.2 drip 0.81 0.25 - Low 0.3 drip 0.81 0.37 24,008.40 8,892.00 249,740.71 Medium 0.5 drip 0.81 0.62 1,263.60 780.00 21,907.08 Non-irrigated 0 0.81 0.00 - Totals 25,272.00 9,672.00 271,647.79 Q Special Landscape Areas CD 1C� Turf 1 00 CV 00 00 O C11 10 CY) Totals 6 ETWU Total 271,647.79 7 Maximum Allowed Water Allowance(MAWA)e 319,405.23 0- J U a b Hydrozone#/Planting Description Irrigation Method c Irrigation Efficiency Q E•g overhead spray 0.75 for spray head Q) 1.) front lawn or drip 0.81 for drip C_ 2.)medium water use planting O U / N d e ETWU(Annual Gallons Required) MAWA(Annual Gallons Allowed) SHEET TITLE U =Eto x 0.62 x ETAF x Area =(Eto)(0.62)[(ETAF x LA)+ ((1-ETAF)x SLA)] s where 0.62 is a conversion factor where 0.62 is a conversion factor that converts PLANT that converts acre-inches per acre acre-inches per acre per year to gallons per square per year to gallons per square foot foot per year,LA is the total landscape area in IMAGERY per year. square feet,SLA is the total special landscape area in square feet,and ETAF is.55 for residential areas Z U and 0.45 for non-residential areas. O J / ETAF Calculations: NOTE: UAverage ETAF for Regular Landscape Areas must be 0.55 or below for residential areas,and 0.45 or below for non OWNER Bass Cupertino, LLC residential areas. PLANT IMAGERY SHOWN IS REPRESENTATIVE ONLY . 10121 Miller Avenue, #200 Q All Landscape Areas Regular Cupertino, California 95014 O C Total ETAF x Area (B+D) 9,672.00 Total ETAF x Area(B) 9,672.00 FINAL SELECTIONS MAY VARY . SEE CONCEPTUAL -2 Total Area (A+C) 25,272.00 Total Area (A) 25,272.00 T: 408.255.4100 O S,tewlde ETAF(B+D)-(A+C) 0.38 Average ETAF (B+A) 0.38 PLANTING LEGEND FOR MORE INFORMATION . DATE 2018.03.05 21809 3 SHEET NO. 0 UCLP = 02 S= N