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TUP-2014-03b
CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 95014(408) 777-3308 n To: Mayor and City Council Members Chairperson and Planning Commissioners L,f��f � From: Gary Chao, Assistant Director of Community Developmen�:���_' �- Prepared by: Kaitie Groeneweg, Assistant Planner ✓ Date: Apri128, 2014 Subject: Director's Temporary Use Permit, TUP-2014-03, to allow a temporary liquid nitrogen storage tank for a period of 6 weeks to facilitate the replacement of the existing, permanent storage tank at an office complex located at 10475 Bandley Drive. Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. The Director reports their decision to the City Council and Planning Commission in time to allow an appeal of the decision within fourteen calendar days. DISCUSSION The applicant, Marvin Rodgers, on behalf of Apple Inc., is requesting approval to allow the installation of a standby, temporary liquid nitrogen storage tank for six weeks in the parking lot of the subject property. The temporary system is needed as a backup liquid nitrogen source during the replacement of the existing, permanent liquid nitrogen tank at this location. The proposed tank will be located in the parking lot immediately west of the office complex and will be approximately 80 feet from any residential property. Additionally, it is not visible to public view from Bandley Drive. Equipment The proposed equipment includes a trailer-mounted liquid nitrogen tank with a 6,000 gallon tank. A temporary pipe route will run over the drive aisle and along the building elevation to the existing piping connection. As proposed, temparary "K" rail barriers and a security fence shall be provided around the tank. Parking The temporary system is proposed in the rear parking lot, and will temporarily reduce the site's on-site parking by seven spaces. The remaining 61 parking spaces will remain unaffected and available for use. The office complex currently functions as a research and testing facility and is lightly staffed during working hours. Therefore, no significant impact on parking availability is anticipated. Additionally, no drive aisles will be obstructed and adequate ADA and fire access will be maintained. T'LJP-2014-03 10475 Bandley Dr. Page 2 Noise No significant noise impacts are anticipated, the temporary system and current system will function identically and no additional noise will be generated from the temporary system. The maximum db at the fence lines between Apple and the neighboring residences will be at or below 60 db while operating. ACTION The Director of Community Development deems the modification minor and approves the project with the following conditions of approval: 1. APPROVED EXHIBITS Approval is based on exhibits entitled: "Temporary Liquid Nitrogen at 10475 Bandley Drive" prepared by Alliance Gas Products, dated April 17, 2014, and consisting of twelve sheets; except as may be amended by the conditions contained in this resolution. 2. BUILDING PERMITS The applicant shall consult with the City Building Division to obtain the necessary building permits for the trailer if applicable. 3. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departxnents and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 4. DURATION The temporary liquid nitrogen tank and all associated equipment shall be removed from the site no later than six weeks from the date the equipment is installed. 5. NOISE Noise shall not exceed the maximum Daytime and Nighttime exposure limits prescribed in Chapter 10.48 of the City of Cupertino Municipal Code. 6. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 7. NOTICE OF FEES DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such TLTP-2014-03 10475 Bandley Dr. Page 3 fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020,you will be legally barred from later challenging such exactions. This approval of the modification is effective April 28, 2014. The fourteen calendar day appeal period will expire on May 12, 2014. Enclosure: Plan set G:\Planning\PDREPORT\TUPreports\2014\TUP-2014-03.doc ����d 9/ �� APR 17 2014 F�Y .�t.t.�' ,.. "oZ.o i�-p3� , � . ,,._ , . .'�''!�=�f:3'►:r:'7 q__, ;�,�'�i�... ...�__ °I ' �l�:i�.'`'A�d����: �/t �'�;s,"`'l�t;.�..�;,��._,e.. �. a Temporary Liquid Nitrogen /nsta//ation for; � App/e /nc, �0475 Band/ey Drive Cupertino, CA P�epa�ed by: A//iance We/ding Supp/ies, /nc A//iance Gas Products Manrin Rodge�s, /// �40 South Montgomery Street San Jose, CA 951�O 5�0-867-�234 (ce//J 408-27�-3800 (Office) Temporary Liquid Nitrogen Installation for Apple, Inc. Located at 10475 Bandley Drive, Cupertino, CA(Bandley 05) Table of Contents: 1. Overhead of Site, showing location and Area of Work 2. Existing Site Plan 3. Location of Temporary Tank on Site Plan 4. Portable Tank/Trailer Cut Sheet 5. P&ID Drawing for Portable Tank 6. Temporary Piping Layout 7. Temporary Piping Layout, elevations. 8. Temporary Pipe and Liquid Nitrogen Weights carried across supports 9. 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'FI.,..HOS�.CO'tN ---1 112 �flA�TPlI!PfiES4...LAS'_... vr FY!1.U�!TIO;+a4!�_ 1 1.�s'_.Ei'T p11lRfiE� _ , . 1 , � � _ . ; _. � i -- ---- ; -- --__. .... ---- � � � I _ � � ; i i _. ,_ �.. a __ . _.__ , __._� . � � _ _ ----- , i _ .__. ,�ur wre?ev cse�i,l RECORO OF REVISI�N __ __ ____________._______ �INE SIZE DATA . .... .. . ._---_ �. _-.FUNCTI.ON __ 6050 --- - ___.__ BaTTpM FIL_l _ ____ 1-5/B' YENT �i-5/6' ' '—_.. ._._. . ..__ ..._.__..._....._.. . TQP FIL� i-5/B.'_ BaTTOM GAGE LINE� _� 3 8' T�P GAGE LINE 3/8" ----_�_______. __.,._ i FULL TRYCOCI( _ 5/8' FRE9SUAf. BUILU i 5 B" ALTERNATE CV-t -j_ l��:�; Ft. AIG PO# 7���4 C-28584 S/N b0�-�=�-�4� C-28684 S/N 600�--�P -:�5�� C-28784 S/N 600-p-�� � � Tp1_ERAHCE9 Uf1l_E55�THERNISE NCiEU + PROCESS ' �r+al�t�w pE� p�i STp. F-19 & TEMa STO iNC. PLAIBTON. Mt OJ8C0 1M!WiM 7�M�M#rr��OY4�1(WMIN(r,IK.t.il p(IRD.4iJOt '. IIy4I/Yi11t�11/91 Yf�ANVIt.t.l�F4iMl1 OI tM�.ti+�RFIt11L a.a M/�c�a7m r.rnb..r�Imr banfwt�lnK. .�"__... _..�..__.�...._.__.�..._.___.._._ ....... ........... .....___"."..� APPROVALS �Y DATE 7ITLE: SCHEMATIC FOR 6050-9H PCHTAPIF --- t�ee qpAFTER JD � �- � -- _ C���p /;7 PART MO NuNC' iU/M N/A J0� NQ �-29504 ENpIP�EpiN6 OQSI6N' ----______._�____...-----. - .---- ; NAMUFACTURING SNEE7 N0. t l!F f SCALE NTS � ___----— _ . ( � NELOING ENOINEENING r'� �-� � ,-i t --.. OUALITV AS8UqItNC1E ��' � �_.a � �� V � � i �� ( � ---..___ ..._... M _ ' �t i ( Temporary Piping Layout—10475 Bandley Drive, Cupertino, CA 7 Existing Equipment Shed 7 Temp rary S curity Fenci � . . . . . . I ■ ;, ; I �'t . I' L . _ . - . - . _ . - . T ' Concrete k-rail 1 1 � rl 7 � � `�l�- � � r �. � ( t�� � . � �-. .'�,�r�;� `� �M�= !���, =J , ������� trr� ����. , o o , . . . , ' o 0 � o � 0 0 0 �_-s�� �',_.- � I: -� .'1 � Temporary Pipe Route to existing piping— �� Notes: Piping shall be Pre-insulated 1-1/2" K Grade Copper, Oxygen Clean. Joints shall be soldered using AWS Specification BAg-7 alloy, while utilizing a continuous nitrogen back purge to minimize moisture inside the pipe. Pipe joints shall be leak checked using a pressure decay method, and bubble, per Linde's SOP's at a minimum of 1.5x the system's designated working pressure (50 PSI). Pipe Layout—East Elev� . — �1 Pipe and Liquid Weights for Temporary Bulk Installation at 10475 Bandley Drive, Cupertino, CA Type K Copper Weight Nominal Size Actual Outside Diameter (incnes) (rncnes) 1l4 318 1/2 5!8 3/4 1 1 1/4 1 1/2 2 2 112 3 3 1/2 4 5 6 3/8 1/2 5/8 3/4 7/8 1 1/8 1 3!8 1 5/8 2 1/8 2 5J8 3 1!8 3 5/8 4 1/8 5 1/8 6 118 0.375 0.500 0.625 0.750 0.875 1.125 1.375 1.625 2.125 2.625 3.125 3.625 4.125 5.125 6.125 Type K Tolerance on Outsiqe Diameter (incnes) Annealed'' Drawn2i 0.002 0.001 0.0025 0.001 0.0025 0.001 0.0025 0.001 0.003 0.001 0.0035 0.0015 0.004 0.0015 0.0045 0.002 0.005 0.002 0.005 0.002 0.005 0.002 0.005 0.002 0.005 0.002 0.005 0.002 0.005 0.002 South Elevation = 23' x 1.36 Ib/ft=31.28 pounds East Elevation = 20'x 1.36 Ib/ft=27.2 pounds Liquid Nitrogen Weight Wal!Thickness (inches) Nominal Tolerance D.035 0.0035 0_049 0.005 0.049 0.005 0.049 0.005 0.065 0.006 0.065 0.006 0.065 0.006 0.072 0.007 0.083 0.008 0.095 0.010 0.109 0.011 0.120 0.012 0.134 0.013 0.160 0.016 0.192 0.019 Weight (!b/fi) 0.133 0.269 0.344 0.418 0_641 0.837 1.04 1.36 2.06 2.92 4.00 5.12 6.51 9.67 13.87 Water Content(per ft.pipe) Nommal Plpe Size(in� Volume Weight(Ibs.) (cu.in) (gallons) 1/4 0.59 0.003 0.02 3/8 1.33 O.Odfi 0.05 1/2 2.36 0.010 0.09 3/4 5.30 0.023 0.19 1 9.43 0.041 0.34 1 1/�1 14.7 0.064 0_53 1 112 21.2 0.092 0.77 2 37.7 0.163 1.36 2 1/2 58.9 0.255 2.13 3 84.8 0.367 2 31 4 9 50.8 0.653 5.44 5 235.6 1.02 8.50 6 339.3 1.47 12.2 8 603.2 2-61 21.8 10 942.5 4.08 3d.0 12 1357 2 5.88 49.0 15 2120.6 9.18 76 5 South Elevation = 23' x .092 gal/ft=2.12 gallons x 6.745 Ib/gal = 14.29 pounds East Elevation = 20' x.092 gal/ft= 1.84 gallons x 6.745 Ib/gal= 12.41 pounds Insulation Weight 6" Insulation = 1.65 Ib/ft South Elevation = 23'x 1.65 Ib/ft=37.95 pounds East Elevation = 20'x 1.65 Ib/ft=33.00 pounds Total Weight Supported: South Elevation = 31.28+ 14.29+37.95=75.52 pounds =3.63 Ib/ft East Elevation = 27.2+ 12.41+33.00= 72.61 pounds=3.63 Ib/ft � ------------5'-3^ �. - ------------ ., � ,''i)° 1�'-_�" ,: . ----------� _ - __ - --- -----_-----------------_ F,t�:t�eld conditions PL%"Sadd{e w/(2)Kwik HUS%" � �� W12x16 �� F&F STEEL AND STAIRWAY, INC. 17?5 Monterey Road,Bldg.46A,San Jase,CA 95112 k ��r� Phone:(408J279-6558 Fax:(408)280-5747 � a19: 1�.1.C3. roved By: D�sw�B%: �Y v V Y 4. �° 4/2/14 `�"'� ! 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