Loading...
12-1305 (SOTB) Gate Operator InfoGate Operator & Electrical Information CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR ONSTRUCT ON DAT IIF BY [-2 --ILL November 16, 2012 Inter �a Residential Gate Operator System Main Gate Ave 54 Gate Submitted to: Madison Club Mr. Jim Brown 53035 Meriwether Way La Quinta, CA 92253 Submitted by: Pete Bongard InterAccess Systems 79521 Country Club Dr Bermuda Dunes CA 92203 (760) 345-0478 79521 Country Club Drive, Bermuda Dunes, California 92203-1249 Tel 800-406-0898 760-345-0478 Fax 760-345-0678 CA Licenses C7, C10, D28, 66075, ACQ 3725 ACO 4274 AZ K-11 ROC162954 NV C-2 0056970 www.iasl.com © Entire contents copyright 2012 by InterAccess Systems. All rights reserved. 114 4 AA 2 Dear Jim, Per your request follows is the necessary information regarding the Gate operators at both the Main and Ave 54 gate locations. I've included the following information: • Gate Operator Cut sheets. ■ Gate Operator Pad sizing. Drawings included. • Gate Operator Electrical requirements. • Electrical Conduit type and size as well as conduit runs and vault locations. • Electrical circuit size, 20 AMP 120VAC. ■ Electrical wiring type. 1 OGauge THWN. • Panel location. I've also marked up the plans you provided, red lined them, as well as provided a simple drawing noting everything listed above. As is always the case if there's ever anything we can do to assist you please feel free to call at anytime. Sincerely, InterAccess Systems 6?-t- Pete Bong President Gate Equipment & Electrical Requirement November 16, 2012 Q Q 4-6 3r� Q Q Q CL Q Q Q Q CONCRETE PAD AND ARM ATTACHMENT Below the Frost Line Check all Local Codes Sample of Standard Installation (See next page for layout) Out Drawln r*1108Ca3o Post —r-• -_— —� a� In Concrete Pad 12 Top View Approximate Placement of Conduit Hinge Center as°-- y 35.5" Long Arm 2Arm Short Arm 11" I.— 24" C cc *w# W E 0 COMPACT INSTALLATION LAYOUT Compact Installation Only! DO NOT Use These Measurements for a Standard Installation. (For Standard Installation, He Page 12-13) ji A It is necessary to protect against the entrapment that could occur with this type of installation. (See Secondary Entrapment Protection Pages 45 and 46) n..+ Gate Open Zu" to 3'L" Cut Arm wiatn Gate Closed Hinge Center Cut 101. 22.' _ .�!� 4" 36" Cut Short Arm _v 4"— i - 20" - 24" Follow the exact measurements, then cut the standard arm to meet the shorter measurements. 14 MI E: 4 rn E cc *1111111110 cc E Q Cz cc CL CD CD D CID CONCRETE PAD AND ARM ATTACHMENT mrp��— I - _ Top View 19 !� 1 if ref I Red Head Fastener A Ir Above 6„ Ground 174, Below the Frost Line Check all Local Codes Cogcteir3 P4 ,�: ' ;Opfb[i�[�loni[fthgP�ats 24" Sample of Standard Installation (See next page for layout) 0rewlnp ro i1 ru;cal: Out Post 35.5" Long Arm )ncrbte Pad Bracket Height Using Elite Standard CSW Arm (Part# a104) Top of Bracket I . 27.5" Bottom of CSWI �-Conuela Pad Helghl 12 WARNINGI no morweld any supports to chassis Chassis must be allowed to "Ilex" during operation HingeCenter 46" 29.5" Short Arm Sladden May 16, 2012 Engineering 46782 Golf Center Parkway, Suite F, Indio, CA 92201 (760j 863-0713 Fax (760) 863-D847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 p (7] 4) 523-I369 450 Egan Avenue, Beaumont, CA 92223 (951 ) 845-7743 Fax (951 } 945-8863 800 E. Florida Avenue, Hernet, CA. 92543 (951) 766-8777 Fax (951 ) 766-8779 Discovery Land Company 80955 Avenue 52 La Quinta, California 92253 Subject: Geotechnical Update Project: Madison Club Entry Gates 52-125 Meriwether Way & 53-962 Gray Street La Quinta, California u (I eTF(Ct CITY OF QUILA BUILDING & SAFETY DETaPr. APPROVED FOR CONSTRUCTION 11A' 1 �j BY 4A ES Wr�,.13p I�-ill GATE Project No. 544-4810 12-05-173 RECF-IVED MAY 2 4 2013 CM �)lzL� ; QiJINTA COMn�Unlru DEVELOPMEN-r Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated Januar 28, 2005; Project No. 544-4810, Report No. 05-01-.101 y Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated March 2, 2006; Project No. 522-4810; Report No. 06-02-120 As requested, we have reviewed the above referenced Geotechnical Investigation and Report of Testing and Observation During Rough Grading reports as they relate to the design and construction of the entry gates proposed for the Madison Club development. Th constructed at 52-125 Meriwether Way and. at 52-962 Gray Street in the. City a gates are to be California. It is our understanding that the proposed gates will consist of wrought arita2 wood panels supported by conventional shallow spread footings iron The referenced reports include recommendations pertaining to the construction of structure foundations, he previous reports also address the potential for liquefaction, subsidence and differential settlement. Based upon our review of the referenced reports, it is our o structural values included in these reports remain applicable for the design and onst pinion that the the proposed structure foundations. ruction of The allowable bearing pressures recommended in the referenced Geotechnical report remain applicable for gate support system design. Conventional shallowspreadfootings should be bottomed into properly compacted fill material a minimum of 24 inches below lowest adjacent grade. Pouting excavation should be observed by a representative of sladden Engineering to verify compaction. Footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable hearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases. of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. -2- Project No. 544-4810 12-05-173 Lateral forces may be resisted by friction along the base o f the foundations and passive resistance along the sides of the footings. A recommended for use in design. Passive resistance friction coefficient of 0.48 times the normal dead Ioad forces is rr-1a be es weight of 300 pcf. If used in combination with the passive estimated using an equivalent fluid ce should be reduced by one third to 0.33 times the normal dead load far esr the frtcthonal resistance The bearing soil is generally non -expansive and falls within the -very accordance with the 2010 (CBC) classification criteria. expansion s esin Pertinent parameters are summarized on the following page, nent 2010 201p CSC Seismic Design m Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is Sr), generally described as stiff soil. The site is located within UBC Seismic Zone 4. The additional coefficients and factors relevant to seismic mitigation for new construction in accordance with the 2010 California Building Code (CBC) are this report. provided in The seismic design category for a structure may be deterrrdned in accordance with Section of the 2010 CBC or A5CE7. According to the 2010 CBC, Site I613 Class D may be used to estimate design seismic loading for the proposed structures. The period of the structures should be less than 1/z second. This assumption should be verified by the project structural engineer. The 2I CBC Seismic Design Parameters are summarized below. 0 Occupancy Category (Table 1604.5): II Site Class (Table 1613.5.2): D Ss (Figure 1613.5.1): 1.500g Si (Figure 1613.5.1): 0.600g Fa (Table 1613.5.3(1)): 1.0 Fv (Table 1613.5.3(2)): 1.5 Sins (Equation 16-36 f Fa X Ss)): 1.500g Smi (Equation 16-37 f Fv X S1}): 1.900g SDS (Equation 16-38 f2/3 X Sms)): 1.000g SD1 (Equation 16-39 f 2/3 X Sm1}): 0.600g Seismic Design Category: D Sladden May 16, 2012 -3- Project No. 544-4810 12-05-173 We appreciate the opportunity to provide service to you on this project, if you have any questions regarding this letter or the referenced reports please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING SRETf L. ANDERSON No. C45389 Ems. 9/30114 Brett L. Anderson CIVIL Principal Engineer 'f SER/gvm Copies: 4/ Discovery Land Company Sladden Engineering •fit. w•�7 .� �;''•.'y''�';:� -:;?+sir; F::,, E 4;,r•{r•. -- '. 1. ti'.-.'•i i•c' - - :•K' J�..��••� •t. j- yd'a t�- i�'`f:'- is ..[. ;����_, - Y'<'!'•-..� 'a,'��1s1:• _ •£ _ ...iit. ` : �_:=:'•-•7' .vf,2i s6�'c 'i L'ri1i.-{�' _ .1 1. r.•-'7-:.�;-.3;,: -- _ ,y� 3�•-i'�'w F �'f.. - . rTj'f' • =:tir v �.s.�'• . JV i�,� - �:� - � ; r. -sf- -_ .�,�•, r.�;�:�;.�.�s;r :. .r�.r: lz=; ::;.n •.y '••.pp'i.-z. lyr ,�+�.�;.•, � i,�".: �- �'���as •7� -::� ��k�rr��r'F'�" ���y[ :��G� '`'��. :.§-cr: r.,�L r� '`!.0 - 1 !� Y• ; � i `• �.Y Ti i'� •a •E'_�,:2ri�'[s� .�_i_.. - 4i'Y '.:n-I'lAl .�'� - •c ��;,y,?:..-I', .'#�5y'r �+`�:: -�Y.'J.•-? _ S -�r•.. {{ � -'.,;�: :; . • `�: •i P. P. �,7�i':ik�' ��'^..,`[_rf _ 'e 3 �y�i'�'�?Y;r'• �:r�,ie;; � F: _ - ..Ar l �: _��;� �vi' ' }} .� "�.�'.�.� •:�x_ �•.�-`i.�,; _ laJ'� i�%?.....fr,��e�{1�.;�,�;,.•i s`•S,,,f � :;:• �r�, _ _ 'F r r�y.,l x _ ��r� . �;T , 4'. ' Y�'�� 3: '),•r.+e �-rr'., "'• if; �r'5.��, '�:• _ _ y i',-w .,'K.••Y. k•. L ��£.-s' '. 1is'�+ � • �• ..'t:.$�� � �ti-xr�:i'3 e•i'4_� �r�' [::"• :... � �y. � ��. �. .Y+ . r........-4�:..s��'��'r s.�.�.i•i.�".i''c.:.?:.�1 .-_v-`_3•;$icrr::...-5`•.��:'�. r... ..�' .. , ��: ,.....-. s ��r•�" : �� ii �+'a ' :•CjY C', is