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Item 9 - Plans0 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 ..,/ _- N n®IAvw °°tN OF WELL HEAD 0 � _ ,�' .. ,, ev ovc TacesalcwT ■ .. '+" �. x�t.._ a•' _- � 1.. .a':% _ I xha / WELL HOUSE AND .. i GC� STORAGE BUILDtN84 - / L : 1 .. l _ Y AND ..." ..._,. .,_. ._. . -._ _ ,. .,_ , --¢-_---"4" C .,s� .t✓ �/ f� f'', /� .�� `� � ��! `• '�� 3 WELL POWER SUPPLY - GENER BEE HIVE LOCATI LA PO ." ' ✓ CONTROL LINES � .__._ 7-__ - / C v- ` f r.� ✓ / - g0� / g ";� i (,b!'� `, � • /'1.. o `� a` - �10 R P NE /001 - 1 : r , c k � ` >, ,.• � � � � Vis' ,� -� ". Is'.� , sa J iN Of J 10, 10 00 J \ �.: �• Vit, F® 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� 's 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. ,Twp �1s0 Al \ �a0•��\�` � \� � tip ��\\\11 ., , v"®� Y� ♦ :.f � � �j ������'�,\ ��� /:�� / � �" 5 D&U . " __�_ _ _ _._. __ z 00 14''E 9.09' 9 3,050 SQ FT AUTOMOBILE CONC¢ETE / DRIVEWAY, BROObyFlNISH SEE DETAILS ..,., ___ _,�" -- " -__. � � ate" / j �" '•t \ t ✓ 5 / PROPff��SED TRANSFORMER LOCATION, VERIF� OCATION INSTALLS / / f / 5 / C\ LEGEND GRADING Irmoo PROPOSED SPOT GRADE -- PROPOSED SWALE . SLOPE TO DRAIN 1.5-2.0% MIN., OR 1.5" PER 10 FEET. X100) --PROPOSED i FT CONTOUR LINE �i ♦� �100'�%1 EXISTING SPOT GRADE SURVEY 1 FT CONTOUR UNE m C) 0 O SURVEY 5 FT CONTOUR LINE EXISTING TREES ON SITE TO REMAIN P i E PROPOSED STONE RETAINING WALLS TO MATCH HOUSE STONE. SEE DETAILS 2018,T.H.PRA®LIFL�SITCHETT ASSONNYmCIATES v+� AI• .ks sauna AIO .m arms�,lffi6' rl■v® vmml rx■ mc.En eeT xe: gEPCEO afxasatr ru t� ,■rm awxr. >■z mawxn xc ■rt m >E tm M Y,LLL O[ PARE 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 I8 V, LLt TF FUJI Z THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY T. H. PRITCHETT, R.L.A. NO. 2115 ON 09/512019 ui 0 5 10 20 30 40 50 FEET T. H. Pritchett / Associates F LANDSCAPEARCHITECTS 121SrAMINOL , IRVING, TEXAS 75039972.W85% 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 27 ACRES aWON I DOMMW DATE SCALE MOMS RLE NO. CURRENrZON/NG SF -2 S/NOLEFAA&Z YTHP THP OCT 14 1•=20' LA -f 2019 g 411 i \ i f a / s : ,f A 1v1� °w f ✓ s Al \ �a0•��\�` � \� � tip ��\\\11 ., , v"®� Y� ♦ :.f � � �j ������'�,\ ��� /:�� / � �" 5 D&U . " __�_ _ _ _._. __ z 00 14''E 9.09' 9 3,050 SQ FT AUTOMOBILE CONC¢ETE / DRIVEWAY, BROObyFlNISH SEE DETAILS ..,., ___ _,�" -- " -__. � � ate" / j �" '•t \ t ✓ 5 / PROPff��SED TRANSFORMER LOCATION, VERIF� OCATION INSTALLS / / f / 5 / C\ LEGEND GRADING Irmoo PROPOSED SPOT GRADE -- PROPOSED SWALE . SLOPE TO DRAIN 1.5-2.0% MIN., OR 1.5" PER 10 FEET. X100) --PROPOSED i FT CONTOUR LINE �i ♦� �100'�%1 EXISTING SPOT GRADE SURVEY 1 FT CONTOUR UNE m C) 0 O SURVEY 5 FT CONTOUR LINE EXISTING TREES ON SITE TO REMAIN P i E PROPOSED STONE RETAINING WALLS TO MATCH HOUSE STONE. SEE DETAILS 2018,T.H.PRA®LIFL�SITCHETT ASSONNYmCIATES v+� AI• .ks sauna AIO .m arms�,lffi6' rl■v® vmml rx■ mc.En eeT xe: gEPCEO afxasatr ru t� ,■rm awxr. >■z mawxn xc ■rt m >E tm M Y,LLL O[ PARE 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 I8 V, LLt TF FUJI Z THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY T. H. PRITCHETT, R.L.A. NO. 2115 ON 09/512019 ui 0 5 10 20 30 40 50 FEET T. H. Pritchett / Associates F LANDSCAPEARCHITECTS 121SrAMINOL , IRVING, TEXAS 75039972.W85% 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 27 ACRES aWON I DOMMW DATE SCALE MOMS RLE NO. CURRENrZON/NG SF -2 S/NOLEFAA&Z YTHP 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 11—ELDERICA PINES, 3.5" CAL. FULL TO • 120'-0 – ----- 20' PYA • 584}— L HOUSE AND STO GE BUILD // / j`/"��♦ 9 I /NETAL EE HIVE SECTIOSOLAR PANELS --1--- _ ---- ---�_-- - — LOCATIO /'el AND BERM// /i ' _ lllllllllO / SOLAPOWER � I ' \ I CONTROL LINES g SOLAR PANEL / /� QNB -ERM :1 MAX SL�E�T Ile eee – _J— —___-.- /' �� – '– EDGE OF PONDS .000 Ooe Ole 5—WEXICAN PLUM — / / owl / /.� \. �� / /�=�59g� \ N"_/ \ 2.0� 2.5" CAL, MULTI 14'-5" _ ��� , % �" \' I I / / , / i' / � I TRUNK / \ ► I .01 �/11 I o — Kik ` \ — ' —GLOBE WILLOW, 3 y�1 Z� 3—RED OAK ' ♦ / 000, i CAL. SINGLE TRUNK � of ► I / SHUMARDI. 100 GAL. / / `/ I �, �' SINGLE TRUNK ___-_ I / /' .�./' 1000' // � .000000 .0" I I I I II I FINI ED OOR // //' I I I ARC @ 1 Oa / a� // / J�Q I I I / / I GRA fs 99. / /( 3� 599. 0 d� O / 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 — — ��♦ 2,29-9-S-4 FT, IAT-rR IIN POND 1 BELT V, TION @-59-8/50/ 0 1 �;- T 600. ® 601.50 – t I I 99 75 �� II PV DC RAIN LINE ?CONNECTING W a W S F E, SEE DETA II 0 \ TW® 600.50 601.5 II TW® 600.50 Ile STONE EN TR 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 / / / '000, / /7:1 MAX SLPE AT / /I/ WATER IN POND EDGE 07 PONDS/ / / 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 00.0000 -'ol /.� 0.00 TW@ 589.0 ` / – .00' `� \ / / /•�` \ ♦ �i w /� 00,/ ,/ _- _ - �^ - - __ 1 ♦ ♦ \ /"� � � i - - mo'-� �.\, `�� ` ---- � / 0000, 0-1 Ile ��\ y 5ell , _ --- - _ - -- -- ,� Ile 00, 00,000001 // 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 M YR TLE, 35 GAL. TUSCA CORA RED \I—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 M 3 MYRTLE,5 ANE�SGAL.VERTI�ALSSTR,IRG RA ED HT AT 400 ' I / l� i I / Wf R I owl llll� NEW FEN ExisriN� CHINESE Pisrac E TO REMAIN 6—LIVE SINGLE OAK, 200 GAL. (*) TRUNK, MATCHED Z 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 6, 27ACRES CURRENTZON/NG SF -2 S/NGLEFAMIL Y Lu U Z W 0 Fn LLI LL a w © 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 . PRT 9A� /NPROGRESS C0 rn FOR REV/Elul/ Lu Go 21j8 P TF �+ F THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY T. H. PRITCHETT, R.L.A. NO. 2115 ON 01/02/2020 6, 27ACRES CURRENTZON/NG SF -2 S/NGLEFAMIL Y Lu U Z W 0 Fn LLI LL a w sm_ Sterling Madison Lofquist, Inc. titrufiarr�el n fr,rt'r7,rr £erg+na c`rs 5224 Sorrth 91", Street, Phoenix, Arizona 85040 tel. (602) 438-2500 fax: (602.) 438-2505 tit #291316 www-smieng,corn lronRidge June 3, 2016 1495 Zephyr Ave Page 1 of 51 1 layward. CA 94544 Attn, Mr. Cares' Geiger, VP New Markets, lronRidge Inc. Subject: Ground Mounting :System — Structural Analysis — 4 Module Clear Sir: We have analy7.ed the subject ground mounted structure and determined that it is in compliance with the applicable sections of the following Reference Documents - Codes: ASCE:/SEI i-10 Min. Design Loads for Buildings & Other Structures California Building Cade, 2016 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV IN -I ndules, dated Effective November 1, 2012 by [CC -ES Aluminum Design Manual, 2015 Edition 1rnnRidge Exhibit ESC -0001 The structure is a simple column (pier) and beam (crass pipe) system. The piers & crass pipes are ASTM A53 Grade B standard weight (schedule 40) steel pipes or Allied Mechanical Tubing.. please refer to Exhibit IBX -00.01 for approved pipe geometry and material properties. The taps of the piers are connected in the E -W direction by the crass pipes which cantilever oyer and extend past the end piers. The cross pipes are connected by proprietary IronlRidge XR1000 Rails spanning up and down the slope which cantilever over and extend past the top and bottom crass pipes. Thea are typically two rails per column of modules. The modules are clamped to the rails by the lroa Ridge Module Mounting Clamps as shown in the: attached Exhibit. Gravity loads are transferred to the piers and foundations by the rails and cross pipes acting as simple beams. For lateral loads the system is either a cantilever structure or, when diagonal braces are provided, a braced frame. The ei!i'`ect of seismic loads (for .all design categories A -F) have ken determined to be less than the effect due to "-Ind loads in all load conditions and combinations - The pier spacing in the N -S direction is 7'-6'7. The pier spacing, in the E -W direction is selected from load tables dclermined by the structural design for the specified slope. wind load, and snore load. The goveming criteria for the pier spacing is either the spanning capacity ofthe cross pipes or the cantilever capacity of the pier. Simplified Load "Cables I A_F & ?A -F are included herein for reference. More ,comprehensive information covering all load combinations is available at the lronRidge website, Iron[Ridge,com. Sra rl;rig Madison L4fquist, Inc. Consulting Structural atod Forensic Engineers IronRidge ivlr, Carey Geiger Groundoranting System Structural Analysis — 4 Module Jure 3, 2016 Page 51 of 51 ldotes for Fables 3 & 4: 1. Concrete Weight = 14 pcf 1 f c i 2500 psi 2. Skin Friction per 2016 CBC 1810.3.3.1.4 & 5 3. `Fop V -V ofsoil neglected for Skin Friction 4. Snow Load = 0 psf— tabulated values are conservative for Snow Loads > 0 psf 5. * indicates special foundation required. Contact TronRidge .6. Resistance to corrosion and/or sulfate attach, along with possible adverse effects due toexpansive soils has not been considered in these foundation recommendations. S1v1L Engineers assumes no li abi ] ity with regard to these items. i. Sail classification is to be determined and verified by the end user oftWs certification letter. The analysis assumes that the array, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the IronRidge Ground Mount Installation Manual and generally accepted standards of construction practice. Verification of PV Module capacity to support the loads associated with the given =ay shall be the responsibility of the Contractor or Ovaner and not lronRidge or Starling Madison Lofquist. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, Tres Varner, P.E. Design Division Manager C Starling Madison Lofquist, Inc. Conuutting Straetural and Forensic Engineers -51- GROUND MOUNT %%� IRONRIDGE H -Amar -183352 ,k540 367) /AkL IRON RIDGE X33;7 IND USTRIA'L$LVD.,, HAYWAFID. rA 9.3545 gfoun,d based Project Details Nsrne Ham3i-183352 p ate 12 l CL201 S Locution Southlake. TX, 76092 ASCE code 7-10 Total modules 40 Piers 10 Modu;e MimiDnSolar E-nergy.M,5E375aS � m) Qoncrsie 2.33yd- Dimensions 7.023' x 39-33' x 1-57' •[1987-UMM x 9,99 -Oren x 40,)mm) Wind imposure a Total mtt;5 15,OOG kw 'Wind spated 100 Fvh Sri ow fogad 20 psl �vbstrucfure& Foundation Tii1 2-5 Pipe tut ing Iiia titer 3' S12H'Class :a l-tvle {lLpmeleF 1$' Last updated by ethlan carnpos on 1 C+15119 07:58 AM Wage 1 of 5 Hamar -183352 (,#5403671 IAS 1RONRIDGE 28M.71 ouSTRIALBLVD_ H.AYWARD CA, 94545 ground fused Sub array #1 ROWS 4 CiDht-nit f0 Ftcpcats d Area 65'6'{EW)=13'4"1NS) Rail type XFd1000 Diagonalbreoiing rho E IN5pacin-g 14'2' Rail cantilever 2'10' PipeC.ndileu-pr 4-V Piers'tepaat 10 Talel srauth PieFG 516411, Total north piers 518,10-) 7olal crass pipes 2 (.657 6'y Total pipe length 202, Shear 920Ib5 Moment "02tt4b5 uplltt i„1 t1 flys t:ANT:LF%:ER 14'2' CPCY::S z9PE LENGTH SOUTH 25 . LEARM4CE l-IJLE DEPTH ; W-8 PI =R SPACING i,1.�11=1"ER r<)R rk Ca 1=AFAN,t;_� Last updated by ethan aarnpos on 10115? 19 07=58 AM Page 2 of 5 H amalr-183332 4W36711 grax.d basad Pipe Fitting Detail XRIQ 4 Rail clamp Detail Mid c6-mp, Mart ,AdfiL iPONRIDGE 28357 INDUSTRIAL RI.V[%.,. HAYWARd. [�A 94545 L'M6vtF.ti FAA Mid Claa=rsp, Front Side View PAIL 17taac6A, FASTENING OBIEC MMODULE "?AtAE _...k ... r 4 - — •:t 4]B)ECa s - MI SNA: FAL vgtuwaAdL STOPPER — - SLEEVE End Clamp, Plan FitAME- Eyed Clarnp, Front _ . 3R�ttec7r�r TIOR Y�COt r Fulnu V� i .; ,i^ TTCF CAF 1, Tw CAP J L'M6vtF.ti FAA Mid Claa=rsp, Front Side View Last updated by ethan carnpos on 10/15+19 07:58 AM Page 3 of 5 PAIL 7., VOOLLE "?AtAE _...k ... r 4 - UPWARSAL FASTENING 4]B)ECa 111 OB CECT l--Ei STOPPER — - SLEEVE End Clamp, Plan FitAME- Last updated by ethan carnpos on 10/15+19 07:58 AM Page 3 of 5 SLEEVE _...k ... r 4 - UPWARSAL FASTENING 4]B)ECa 111 l--Ei ry "MULE -- -- FitAME- Eyed Clarnp, Front Last updated by ethan carnpos on 10/15+19 07:58 AM Page 3 of 5 Hamar -183352 Crmunding Clagram /92K IRON PIDGE 28357 INDUSTRIAL BLVD_ HnrWARD. CA 94545 @ UFOae • GmundinyLa;g CIAMO Fau4Gwent hbriTOAW0 GruUrKl Path .C4Ppet 4Yffe Sec14Y` %%w skgnq m a d -e we W ri Ldr g cam-. a WW $mm -W vreli:� Wvj4ry a aeta-.gid -dr, in P90p74WAD by Ervr a Z Ac �tl t caw syoam $ -10v ' -'a dw Last updated by ebhan carnpos on i(VISO19 07:58 AM page 4 of 6 Hamar -183352 /,� IRON RIDGE 26357 INDUSTRIAL BLVD-- HAYWARD- CA 94545 co c-Lnd oaseci aim of Materiels Part spams Total Ckly Rails XR-ioim-isHA X,qlrxu. Fkal 1w 114 r,*I? Mar Clamps & Grounding UFO -CL -GI -Al Uvw. WS4 Moftow clamp CASW LJFO-STP-40M"l 0 40 St%W Sl e 4UW. Mil XR4,UG-03-Al 0 1 Grc"6rkg Lag. Lim PffAie subsncture 7M3GG-SOA 0 10 SOA Top Cap at 3 - GM -BS C4n9 0 40 (—,vV Mck" OwhaW Ra4 CvrjW cw - T Atmm-4iuries 29-40W-077 ftm ckpr. Mok" P'Oc OLICN- P*uw 29 XR-1000-CAP 0 2 Krt. 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