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Item 5A - Plans0 F® MINIMUM 8 FEET WIDE SWALES, DRAG WITH BOX BLADE OR GRADALL BLADE, SLOPE TOt" DRAIN, MINIMUM i" PER 10 FEET ELECTRIC CONTROLS FOR FILL/SHUT OFF STABILIZE WITH MIN 5 TON ROLLER BOTTOM SALVAGE SITE IRON FENCE AND SIDE', ! POND FILL LINES, 1.25" o -,�. _ _ _ _ _ _ _ FOR USE ON EAST PROPERTY LINE ELECTRIC CONTROLS FOR FILL/SHUT OFF POND FILL LINES!t15'` 4 1 r ESTIMATED LOCATION t ,� OF WELL HEAD � _ ,�' .. ,, ev ovc TacesalcwT ■ .. '+" �. x�t.._ a•' _- � 1.. .a':% _ I xha / WELL HOUSE AND .. i GC� STORAGE BUILDtN84 - / L : 1 .. l _ WELL POWER SUPPLY AND GENER EE HIO_ " ,�? .t✓ ' ` _ 1(/ f� f'1 /� .�� `� � ��! `• '�� ' ✓ CONTROL LINES � .__._ _� - / C v- ` f r.� ✓ / - g0� / g ";� i (,b!'� `, � • /'1.. o `� a` - � 10 R P NE /001 - 1 : r , c k � ` , sa J iN Of J 10, 10 00 J \ �.: �• fit, AA I c. �� t I FINI EPI Du D O �OR 1 1 m '� ol co j 7 i I a o .�593 I ... ,': _ ! . J tr. f._ /.,. .._i,C j:, `..-.. t\, k�''' r1. ,` a4a S y"� Al j / •c e. I '.I Vi 0-0 • F( z/' t 1�- � C� I% �" I I �. 1, :: I,,� _-F. .I / .y ��. I .__t_.I �-CF� c` � �;� , .' ®.,� `-;,, ,���•-4� i r -Ag TQ / - ,✓ � _ F C L � �-.l � '�- I . / � ���: / j i -� j-/ ER!(,T.O SYS/���, :f.^ .�`. . �'- I: .% /. < �:"' C r a ; t•,��.a4''S ". �.' C5� � _ ,....... I _ .% ,..- ,- / �„ _� --.--- _ - ,% ✓: / �' `'J"° 1' f. ,Two �1s0 5 D&U InAwlE00 9 3,050 SO FT AUTOMOBILE CONC¢ETE / DRIVEWAY, BROObyFlNISH SEE DETAILS g 411 i \ i f a / s : ,f A 1v1� °w f ✓ s Al \ �a0•��\�` � \� � tip ��\\\11 ., , v"®� Y� ♦ :.f � � �j ������'�,\ ��� /:�� / � �" ..,., ___ _,�" -- " -__. � � ate" / j �" '•t \ t ✓ 5 / PROPff��SED TRANSFORMER LOCATION, VERIF� OCATION INSTALLS / / f / 5 / , \ LEGEND GRADING Irmoo PROPOSED SPOT GRADE -- PROPOSED SCALE . SLOPE TO DRAIN 1.5-2.0% MIN., OR 1.5" PER 10 FEET. �100)--PROPOSED 1 FT CONTOUR LINE �i ♦� �100'�%1 EXISTING SPOT GRADE SURVEY 1 FT CONTOUR LINE m C) 0 O SURVEY 5 FT CONTOUR LINE EXISTING TREES ON SITE TO REMAIN E PROPOSED STONE RETAINING WALLS TO MATCH HOUSE STONE. SEE DETAILS 2018,T.H.PR�sITCHETT ASSOnr�1CIATES v+� xm .ks sauna wo .m armsmac rl■vm vmml rx■ mc.En eeT xe: gEv.'Eo a�rur ru t� ,■rm awxr. >■z mawxn xc ■rt m >E tm M Y,LLL O[ PARf f1A M!I OIlE9 NRr@S Yt F IIIY 611iA MY@3' 611IX TIiM Tl6E anl9 �fiP1CT W W PR'Tc P`ti U a Z 6 rt3'�a Rt ui A 21 I V, LLt TF FUJI Z THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY T. H. PRITCHETT, R.L.A. NO. 2115 ON 09/5/2019 ui 0 5 10 20 30 40 50 FEET T. H. Pritchett / Associates F LANDSCAPEARCHITECTS 121SrAMINOL , IRVING, TEXAS 7W39972.W9 MS PLOTS AT 24" X 60" SHEET TO 1"=20' LANOSCAPEPLAN 7MEHAAAERRES/OENCE 24SE. BOB JOMESROAD L OT 3w OUT OFM_AfAHAFFERYNO 9fSADA9. rOWNOFSOUTHLAKE, TEXAS B.2TACRES aWON I DOMMW DATE SCALE MOMS RLE NO. CURRENrZON/NG SF-2 S/NOLEFAA&Z Y THP THP OCT 14 1•=20' LA-f 2019 15—RED CEDAR, FULL TO THE GROUND. 3.5" CAL 10-12' HIGH 1—BALD CYPRESS, 65 GAL, 4" CALIPER. SINGLE TRUNK ESTIMATED LOCATION OF WELL HEAD VERIFY LOCATION FROM FENCES 4—LIVE OAK, 200 GAL. (*) SINGLE TRUNK, WIDE AND FULL MATCHED 4—SHUNTANG MAPLE, 65 GAL. SINGLE TRUNK 4—CHINESE PISTACHE, 100 GAL. 4" CAL SINGLE TRUNK II—ELDERICA PINES, 3.5" CAL. FULL TO • 120'-0 — ----- 20' RYA 584}- - \ / W L HOUSE AND I I I I STO GE BUILDIN // — / I I I / / �` ��� I \ I / ENETAL BEE HIVE , I I I I SECTION OF SOLAR PANELS �-"'" �59 _ -_-_-1 _-_-_ - -_—_1-------- / I LOCATIO /� / / /' I // ♦ /i __--1-- -�, / — - /' III I AND BERM _ - i / // _ -- - - __- - _ _ / \ .0" lllllllllO / SOLAR POWER / i — — — —�� / / // / / g • / \ \ `I I CONTROL LINES _ 0 SOLAR PANEL I I� I I /�' ' j % / / �� / Ile/' /�' BNB-ONIII I I I / /�� 7:1 MAX SL�E�Teee /' �� — '— EDGE OF PONDS 5—WEXICAN PLUM — / / owl / /.� \. �� / /�=�59g� \ N"_/ \ 2.0� 2.5" CAL, MULTI 14'-5" _ ��� , % �" \' I I / / , / i' / � I TRUNK / \ ► I .01 �/11 I o — Pik ` \ — ' —GLOBE WILLOW, 3 y�1 Z� 3—RED OAK ' ♦ / 000, i CAL. SINGLE TRUNK � of ► I / SHUMARDI. 100 GAL. / / `/ I �, �' SINGLE TRUNK ___-_ I / /' .�./' /-,` // � �'' I I I I II I FINI ED OOR // //' I I I ARC @ 1 Oa / a� // / .400 J�Q I I I / / I 'RA fs 99. / GRADE ARE TO DRAIN / /' QJQy / � Ile k6b", '�N • pr ON i Me F" .61 waaw, Am RM 41, �Mqw • _ J i �i W • 20' M E Y)'D - - ��♦ 2,29s—S-4 FT, IAT-rR IIN POND 1 ELTV, TI ON @ -59-8/5 0/ 0 1 �;- T 600. ® 601.50 — t I I 99 75 �� II PVC DC RAIN LINE ?CONNECTING W a W S F E, SEE DETA I I 0 \ TWO 600.50 601.5 II TW® 600.50 Ile STONE ENTR WALL M - I- / // � / / ® Q / 1—GLOBE WILLOW, 3 I I ; I / / / � EA E OF GA / / /�_ 1 ; 1 0 / / CAL. SINGLE TRUNKIle j V / l _ _ / .100, 5g1'� — — rw® 91.50 11,900 SQ FTCn I. 0010 ' /' /'� /' / IRRIGATION PUM 1—GLOBE WILLOW, 3" / / / �' I uo // Ile / /" CAL. SINGLE TRUNK II 1 I C C / / / // / /7:1 MAX SLPE AT / /I/ WATER IN POND EDGE 07PONDS/ / / X ELEVATION @ 590.50 4—MEXICAN PLUM cr / / 1_ �I 1 I WATER IN POND 2.0-2.5" CAL MULTI / / 22,000 SQ FT L / / �� ♦ / / I ELEVATION @ 598.50 i TRUNK1+_ 1 I lI 1—LIVE OAK 200 GAL. I / / i SINGLE TRUNK, `s— I I 1—GLOBE WILLOW, 3' % — 1�/ �/ \ I I 1 / / I j,.�'� MATCHED rn rn _ _ _I .—.-I.-I CAL. SINGLE TRUNK � .�5g 1000, I ' V 1 �il /'�// �, ONTRO S /OUNTAIN ! 000 I / / IT /.� 0.00 TW@ 589.0 ` / — / •�` \ ♦ �i w /� 00, / ,/ / 000 lee ell y 5 , _ --- - _ - -- -- ,� Ile // 1 �' /� i / — 5 D&UE 0 — fdTA7w iiERATOR —GLOBE WILLOW, ;AL. SINGLE TRUN NO TRENCHING UNDER POST OAK TREE 20' SIDE YARD NEW FENCE-,' 5' D&U E TRENCH FOR FOUNTAIN POWER AND % TRENCH FOR FOUNTAIN POWER A E \-4—SHUNTANG MAPLE, OMPRESSED AIR GAS METER ­/COMPRESSED AIR �� —CREPE MYRTLE, 35 GAL. TUSCA GORA RED 1—GLOBE WILLOW, 3" MINIMUM 3-5 CANES, VERTICAL STRAIGHT 65 GAL. 3.0" CALIPER CAL. SINGLE TRUNK 3—CEDAR ELM, 200 GAL. (*) 5—RED CEDAR, FULL TO THE SINGLE TRUNK SINGLE TRUNK GROUND, 3.5" CAL 10-12' HIGH 5—MEXICAN PLUM, 2" CAL. FULL, MULTI TRUNK NEW SITE FENCE, SEE DETAILS 5' C 5' D&UE E MINIMUM M3 MYRTLE,5 CANE�SGAL.VERTI�ALSCAG RA STR,IRED HT AT 400 ' I / NEW FEN l� owl llll� ExisriN� cHiNESE Pisrac E TO REMAIN 6—LIVE SINGLE OAK, 200 GAL. (*) TRUNK, MATCHED I 0 5 10 20 30 40 50 FEET PLOTS AT 24" X 60" SHEET TO 1"=20' LEGEND GRADING �100.0o PROPOSED SPOT GRADE �- - PROPOSED SWALE , SLOPE TO DRAIN 1.5-2.0% MIN., 100` — OR 1.5" PER 10 FEET. PROPOSED I FT CONTOUR LINE -1100.00) EXISTING SPOT GRADE �C SURVEY 1 FT CONTOUR LINE 0 0 SURVEY 5 FT CONTOUR LINE EXISTING TREES ON SITE TO REMAIN PROPOSED STONE RETAINING WALLS TO MATCH HOUSE STONE. SEE DETAILS © 2018,T.H.PRITCHETT ASSOCIATES LANDSCAPE ARCHITECTS AND PLANNER THESE DRAWINGS AND /OR SPECIFICATIONS PROVIDED WITHIN THIS DOCUMENT SET ARE PREPARED SPECIFICALLY FOR THIS NOTED PROJECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR PART FOR ANY OTHER PURPOSES OR BY ANY OTHER PARTIES OTHER THAN THOSE UNDER CONTRACT OR WITH SPEC IC WRITTEN PERMISSIONS FROM T. HL PRITCHETT / ASSOCIATES. REPRODUCTION IS PROHIBITED \'oDSCgpF o N . PRIT 9AC /NPROGRESS C0 rn FOR REV/Elul/ u Go 211g P TF �+ F THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY T. H. PRITCHETT, R.L.A. NO. 2115 ON 01/02/2020 Lu U Z LLJ 0 Fn LLI uj a w 6, 27ACRES CURRENTZON/NG SF-2 S/NGLEFAMIL Y SI V Starling Madison Lofquist, Inc. __- : ; ag sr r I ,mod fI .x;,..er. 5224 South 39" Street, Phoen"ac Admnvz 65040 're1:160JJ C3625W Inx:(E01)0.i82505 NCC#291316 wnw.smleg.mm ImnRidge June 3, 2016 1495 Zephyr Ave Page 1 of 51 Hayward], CA 94544 Atlas: Mr. Corey Geiger, VP New Markers, ImnRidge Inc. Subject Groand Mounting System—Stmetural Analysis-4 Module Dearsir We have analyzed the subject ground mounted sm cture and determined that it is in compliance with the applicable sections of the following Reference Documents: Cases: ASCMEI 7-10 Min. Design Loads for Buildings &Other Structures California Building Code, 2016 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support TV Modules, dated Effective November I, 2012 by ICC-ES Aluminum Design Manual, 2015 Edition honRidge Exhibit EX-0001 The structure is a simple column (pier) and beam (cross pipe) system. The piers & cross pipes am ASTM A53 Grade B standard weight (schedule Of steel pipes or Allied Mechanicto Tubing. Please rePor m Exhibit EX-00OI for approved pipe geometry and material properties. The tops of the piers am connected in the E-W direction by the cross pipes which cantilever over and extend past the end piers. The cross pipes are connected by proprietary Imagistic XRI000 Rails spanning up and down the slope which cantilever over and extend past the top and bottom cross pipes. There are typically two rails per column of modules. The modules are clamped ro the nails by the ImnRidge Module Mounting Clamps as shown in the attached Exhibit. Gravity loads are transferred to the piers and foundations by the mils and cross pipes acting as simple hearths. For laterol loads the system is either a cantilever muctere or, when diagonal fmas are provided, a bmcal Emerge. The elRct of scismic loads (for all design entreaties AT) have been determined to be less than the effect due to wind loads in all load condi0ons and combinations. The pia spacing in the N-S direction is Tb'. The pier spacing in the E-W direction is selected from load tables deerminwd by the structural design for the specified slope, wind low, and snow load. The governing crltena for the pier spacing is either the spanning capacity ofthe cross pipes or the cantilever capacity ofthe pier. Simplified Wad Tables I A-F & 2A-F are included herein for reference. More comprehensive information covering all Ions combinations is available at the ImnRidge website. Iron sidge.cort. Sliding Maduoulo(qute4 (^�Cenvolog Smsaunl and Foono, Emmuchao, ItoolUdge fore 3, 2016 Mr. Corey Geiger Page 51 of 51 Gmund Mounting System -Structural Aualyvs-4 Module Notes for Tables 3 & 4: 1. Cooclwe Weigh=145 pcf/fc=25W psi 2. Skin Fridon per 2016 CBC 1810.3.3.1.4 & 5 3. Top F'of wit neglected for Skirt Friction 4. Snow Load=opsf- tabulazcl values are conservative for Snow Loods>0psf 5. ' indicates special fomdaaoa requirad. Comact kmdUdge 6. lietlstaaa to corrosion and/or sulfate amuck, along with passible adverse effear due to expensive wits bus not ban considered in Nese fouudution raommentlatlovs. SML Engineers assumes no liabilityffi regard m these items. 7. Soil classification u to be deremaimA and arifid by Ne end user of Nis certification liner. The analysis wentrus that the array, including the corrections and associated handware, are installed in a workmanlike mariner in accordance wiN Nc Imogidge Chouod Mount IosWlatirr Manual mud generally accepted smndards of commoution practice. Verifi®lion of PV Module capacity to support Ne loads aasociazd wiN Ne given array shill be flue responsibility ofthe Conmeetor or Gvmer and rrt rron%dge or Starling Madison Lofquist. Please feel free m contact me a your covvevience if you have any questions. Imntmtruuy Tres Wama,P.E. C]f973 ns': Design Divisive Menages ♦ pp.1>-(L�11� JA CIVR �pM '@OFCLLH¢ SrvvGug Madiwv lnlquicS Inc, fovealung Structural and Forevic Engineers -51- GROUND MOUNT INSTALLATION MANUAL 2MEMOIRIMMUCTS Hamer-1833521usaoasn easea �1°ONP1O°E,,,,,,,,Ao. use., glou�a a 7INM RlnrKw fwae�� ..,�v.. .wr MSEnssmsLmwnl co.,om s-ssa ow..ww.. sets-.ssM ww.. 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