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Item 7C - Plans
� 1 I1 , 1 , 1 , 1 , 1 � 1 1 , 1 , 1 1 rn, o, 1 1 o� rn� a° �1 1 1 1 1 1 1 1 1 1 LANDSCAPE REQUIREMENTSUMMARY Y B1.IFFERYARDS L0i-':ATI01-.I REOUIREF LENGTH BUFFERYARP B1.IFFERYARP +::A1.40PYTREES ACCENT TREES SHRUBS FE1-1+::E S+::REENINi PROVIDED LINEAR FEE TYPE WIDTH FEET HEli�HT & [VIATERIAL OT'i 0 '100 LF) OTY (2 1100 LF) OTY (8 1100 LF) W RO lhBHT IR+= N FENi-':E NORTH - REOUIREF 1.147 SIDE YARD 5 11 23 92 WITH PRAV+::Y SLATS PROVIDED 1.147 5A 5 11 23 92 HEI+BHT 8 FEET EAST- REOUIREF NOT NOT NOT r# RE+�1.11RE[f NOT REOUIREF NOT RE +�1.11RE[f NOT RE+�1.1RE[f NOT REOUIREF PROVIDED REOUIREF REOUIREF REOUIREFREOUIREF+.FT SOUTH- REOUIREF NOT NOT NOT 1.4OT RE0UIREF NOT REOUIREF NOT REOUIREF NOT REOURED NOT REOUIREF PROVIDED REOUIREF REOUIREF REOUIREF 0 '100 LFI 12. '100 LFI {8 I'100 LF) WEST- BRI1.110LOW REOUIREF VK9 STREET -TfP '10 2 4 '16 NOT REOUIREF AVE. PROVIDED '199 '10E '10 2 4 '16 INTERIOR LANDSCAPE BUILDINGS Sly. FT. Admin. Building '18,124 LARDS+::APE AREA SO. FT. '; OF AREA Irl FRONT OR SIDE SO. FT. +::A1.40PY TREES TREE 500 SF- OTi A+::+::E1.4T TREES TREE 250 SF OTY SHRUBS ;HRUB l40 SF EA GROUND COVER 15% OF REG. AREA - SF SEASONAL COLOR % OF REG. AREA - SF Service Bay-, .14392 Tiaining To ei 6684 39.200 REOUIRED '11.760 8.820 75% 24 47 294 1,764 235 PROVIDED 2&3.51G 17,695 150% 40 47 519 5,534 292 N89°52'19"W, 516.76' z % ,•�`� NUSTAR LOGISTICS, L.P. - SITLE DOC. NO. D208041261 , o D.R.T.C.T. E Q, c3 C CRESTHAVEN �� r 0'z z RIDGE \ OOD CC��Y r PQF ARVE T HILL a c'� m ROOK HIRE a SOUTH RIDGE STONE COLUMBINE z CREEK o ANYON 0 o Zz Q a WENTWO D w OLD MILL RUN Q AKFORR ST z IN >- � F RIDGE Ld \ J > 1 VICINITY MAP 1 " = 1500' SITE PLAN FOR SOUTHLAKE MUNICIPAL SERVICE CENTER CITY OF SOUTHLAKE CITY OF SOUTHLAKE, TEXAS TARRANT COUNTY BROCK ADDITION LOT 1 R TOTAL ACREAGE: 12.938 ZONED: EXISTING AG - AGRICULTURAL PROPOSED-SP-2 INTENDED USE: INDUSTRIAL 8ro rc� N w co �xC'� "bco i OWNER: CITY OF SOUTHLAKE 1400 MAIN STREET, SUITE 310 SOUTHLAKE, TEXAS 76092 APPLICANT: RPGA DESIGN GROUP 101 S JENNINGS AVE, SUITE 100 FORT WORTH, TEXAS 76104 DATE PREPARED: MARCH 2O24 PREPARED BY: GRAPHIC SCALE 50 0 25 50 100 GRAPHIC SCALE: 1" = 50' LEGEND OO PARKING COUNT FLEXBASE CONCRETE PAVEMENT LLLLL PERVIOUS PAVING LLLLLL FIRE LANE I�:❖�LANDSCAPE AREA — — PROPOSED FIRE LNE STRIPING �0 PROPOSED POLE LIGHT SITE DATA SUMMARY CHART EXISTING PROPOSED EXISTINGZONING AG SP-2 LAND USE DESIGNATION INDUSTRIAL GROSS/NET ACREAGE 12.938 12.2122 NUMBER OF PROPOSED LOTS 1 1 PERCENTAGE OF SITE COVERAGE 7.4% AREA OF OPEN SPACE 263865 PERCENTAGE OF OPEN SPACE 43.7% AREAS OF IMPERVIOUS COVERAGE 299714 PERCENTAGE OF IMPERVIOUS COVERAGE 56.3% BUILDING AREA (FOOTPRINT IN SF) ADMIN. BLDG. 18,124 SERVICE BAY BLDG. 14,392 PUBLIC SAFETY TRAINING TOWER 6,684 TOTAL 39,200 NUMBER OF STORIES ADMIN. BLDG 2 SERVICE BAY BLDG. 1 PUBLIC SAFETY TRAINING TOWER 4 MAXIMUM BUILDING HEIGHT ADMIN. BLDG. 48'-0" SERVICE BAY BLDG. 25'-2" PUBLIC SAFETY TRAINING TOWER 39'-0" BUILDING FLOOR AREA (GROSS) ADMIN. BLDG. 21,265 SERVICE BAY BLDG. 16,976 PUBLIC SAFETY TRAINING TOWER 7,308 TOTAL 45,549 REQUIRED PARKING N/A 119 PROVIDED PARKING N/A 122 STANDARD N/A 115 HANDICAP N/A 7 TOTAL N/A 122 AREA OF OUTSIDE STORAGE (SF) 0 8,981 PERCENTAGE OF OUTSIDE STORAGE 0% 1.7% TEAGUE NALL & PERKINS, INC. 3200 S. INTERSTATE 35E, SUITE 1 129 DENTON, TEXAS 76210 940.383.4177 CONTACT: SCOTT A. GIBSON, P.E. CITY CASE NO: ZA24-0010 This document is for interim review and is not intended for construction, bidding or permit purposes. SCOTT A. GIBSON , P.E. Date:APRIL 1, 2024 Tx. Reg. # 89290 tn 1) TNP PROJECT NO. RPA21070 TNP TBPE REGISTRATION NO. F-230 DRAWN W. MAR W. SAG DATE: 04/01 /24 WBIJ® FOR PEAT: 1861JE FOR PiNGM mv Nm D60CTIpU011 QO 1rw�■ni�ll/Ill�wr 111L ��trrr�■�iia V ■ a 0 = ■ 0 am z (Dili 01.10 W n.. s ■ r W It W 0�� 00 z�� LL LU VWV�W J >Z VN Q it IWw WW N � � H 4 ILO w� � z M?IBC CO)�m�D� Z �Ccr5 :5 W 0 ( V W � r 2! LL _ z Cl) 0 ON V CITY GAN NO. ZA24-0010 e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—SECTIONS. THE SLOPES OF ALL EXCAVATIONS AND EMBANKMENTS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, TREES, AND OTHER WASTE MATERIAL SHALL BE REMOVED AND DISPOSED OFF SITE. ALL VOIDS SHALL BE FILLED AND ANY SOFT SPOTS OCCURRING ON THIS SITE SHALL BE RECOMPACTED PER THE SPECIFICATIONS. VERIFY ALL GRADES TO AVOID PONDING OF WATER. 388-127, P.R.T.C.T. TRACT 2 BRUMLOW INDUSTRIAL DISTRICT VOL. 388-127, PG. 89 P.R.T.C.T. 8. NO ADJUSTMENT OF GRADES WILL BE PERMITTED TO ANY STRUCTURES, PAVEMENT OR WALK SURFACES. SHOULD THE CONTRACTOR DETERMINE THERE IS A DEFICIENCY OF MATERIAL, THEN ALLOWANCE WILL MADE IN THE CONTRACT TO IMPORT A CLEAN MATERIAL SUITABLE FOR FILLING. THE OWNER'S LABORATORY WILL BE ALLOWED TO TEST AND INSPECT THE BORROW SITE PRIOR TO BEGINNING HIS FILLING OPERATIONS. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OFFSITE AS REQUIRED. 9. THERE ARE TREES AND BRUSH WITHIN THE LIMITS OF THIS SITE. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT SCOPE OF WORK. THE CONTRACTOR SHALL REMOVE ALL BRUSH, TREES AND VEGETATION FROM THE LIMITS OF THE PROPOSED IMPROVEMENTS. ALL TREES OUTSIDE THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS NOTED ON THE PLANS TO BE REMOVED OR APPROVED BY THE OWNER. EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. 10. REFERENCE LANDSCAPE PLANS FOR LIMITS OF LANDSCAPING AND SEEDING/SODDING. IN THE EVENT AN AREA IS DISTURBED DUE TO CONSTRUCTION OR GRADING AND IS NOT CALLED OUT FOR TREATMENT UNDER THE LANDSCAPE PLAN, THEN THE MINIMUM REQUIRED TREATMENT SHALL BE HYDRO MULCH SEEDING. IN SOME INSTANCES THE PLANS WILL REQUIRE BLOCK SODDING TO STABILIZE SLOPES. 11. ALL WALKS SHALL NOT EXCEED THE MAXIMUM SLOPES ALLOWED BY THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE MAXIMUM CROSS SLOPE IS 2% AND THE MAXIMUM DIRECTIONAL SLOPE IS 5%. 12. ALL SPOT GRADES ARE FOR PROPOSED EDGE OF PAVEMENT OR GUTTER ELEVATIONS, UNLESS INDICATED OTHERWISE. 13. EXISTING DEPRESSED AREA, WHICH HOLDS SURFACE WATER, SHALL BE PUMPED DRY. EXISTING SOGGY MATERIALS SHALL BE EXCAVATED AND REMOVED UNTIL A STABILE DRY MATERIAL IS AVAILABLE. THIS EXPOSED MATERIAL SHALL BE COMPACTED TO 95% STD PROCTOR. ON SITE MATERIAL SHALL BE PLACED IN 8" MAX LIFTS AND COMPACTED TO MAX 95% STD PROCTOR AT OPTIMUM MOISTURE CONTENT. 40' PIPELINE EASEMENT VOL. 7160, PG. 234E D.R.T.CCT. NUSTAR LOGISTICS, L.P. DOC. NO. D208041261 D.R.T.C.T. GRADING PLAN tnp GRAPHIC SCALE 50 0 25 50 100 GRAPHIC SCALE: 1" = 50' LEGEND 29.20) EXISTING SPOT ELEVATION 79.20 PROPOSED SPOT ELEVATION 57. PROPOSED PERCENT OF GRADE -->— PROPOSED CONTOUR — — — — GRADE BREAK/RIDGE LINE — - - - — PROPOSED SWALE LINE — —ii— — PROPOSED DAYLIGHT LINE 5.1 PROPOSED SLOPE RATIO X 79.20 EXISTING SPOT GRADE 633 EXISTING CONTOURS POND NOTE: 1. POND PROVIDED FOR AESTHETIC PURPOSES ONLY. DETENTIONING IS NOT REQUIRED BASED ON FLOOD STUDY AND TIMING STUDY FOR THE SITE. 2. CONTRACTOR SHALL PROVIDE A 24" CLAY LINER AT THE BOTTOM AND SIDES OF THE POND TO MINIMIZE SEEPAGE. THE CLAY MATERIAL USED SHALL AVE A MINIMUM PI OF 25. CLAY SHALL BE PLACED IN 6—INCH LIFTS AND COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY AS ETERMINED BY ASTM D 698 (STANDARD PROCTOR) TO AT LEAST +3 PERCENTAGE POINTS OF ITS OPTIMUM MOISTURE CONTENT. This document is for interim review and is not intended for construction, bidding or permit purposes. SCOTT A. GIBSON , P.E. Date:APRIL 1, 2024 Tx. Reg. # 89290 tnp TNP PROJECT NO. RPA21070 TNP TBPE REGISTRATION NO. F-230 DRAWN Dr. MAR SAG DATE 04MU24 � FOR P6i/F. N FOR llllLk �. DO* 1r�■�i �■li�wr .r�►� o■w��ouR,wa saw V ■ Z 0 0 = ■ am Z co ■ W 8 nEE S W r _ •�� W 0 V 221� LL O VWV�W J 'Z VN Q �W WW cm � � H d.O w m Z2> W � W f CO)mcc < (i ZZ r idu�~ O � V Z W r Z LL Z O V gTYC�E N0. ZA24-0010 D}EE� DNCFW TION GRADING PLAN OHM = Cl e02 Existing Drainage Area Calculations Site Data Storm Event (year) Drainage Point Area Acres C TC (min) 1 25 100 Cs C I (in/hr) Q (cfs) Cf Cf C I Q (cfs) Cf C I (in/hr) Q (cfs) Ex -Al 0.25 0.50 10 1.00 0.50 3.89 0.5 1.00 0.50 7.78 1.0 1.00 0.50 9.76 1.2 Ex-A2 0.07 0.30 10 1.00 0.30 3.89 0.1 1.00 0.30 7.78 0.2 1.00 0.30 9.76 0.2 Ex-A3 3.29 0.30 10 1.00 0.30 3.89 3.8 1.00 0.30 7.78 7.7 1.00 0.30 9.76 9.6 A Ex-A4 7.23 0.80 10 1.00 0.80 3.89 22.5 1.00 0.80 7.78 45.0 1.00 0.80 9.76 56.5 Ex-A5 7.67 0.30 10 1.00 0.30 3.89 9.0 1.00 0.30 7.78 17.9 1.00 0.30 9.76 22.5 Total A 18.51 35.9 71.7 90.0 The information on 'C' Factor and Rainfall Intensity were based on CFW iSWM Manual & iSWM Hydrology Manual FA to 01 01 GRAPHIC SCALE 50 0 25 50 100 GRAPHIC SCALE: 1" = 50' LEGEND mmllll-� FLOW ARROWS DRAINAGE AREAS A-7 DRAINAGE AREA 0.05 ACREAGE EXISTING DRAINAGE DIVIDES 1 � )\ I I I I This document is for interim 1 I I to review intendedfor construction, I I rn bidding or permit I I purposes. \ I ho \\ SCOTT A. GIBSON , P.E. I Date:APRIL 1, 2024 b Tx. Reg. # 89290 � I � jjjjj����l t n 13 I I I o I J \ TNP PROJECT NO. RPA21070 TNP TBPE REGISTRATION NO. F-230 E ISTING DRAINAGE AREA DRAWN W. MAR p or. SAG DATE 04/01 /24 1a6lN:D FOR PEAT: � FOR Fell I l: Na ngge Ip bn Dab © Nobs"rIw01R.N0� 11r�� 1■rrwr iAwd �MN01�.� V ■ a Z am(Dili W $ ir oil i n.. S r W r W 0�� 00 z ,. LL VW- =) VCM J >Z - w Q W W W> CM � H 4 w O w� lLJa 0Ir�C CO) D� Z ��r � W W � r 2! L __ Cl) O w ON V OftYQASE NQ. ZA24-0010 SHEET DEBO IIM EXISTING DRAINAGE AREA SHEET fn C1.03 p , � I\ 1 , 1 1 1 , �1 1 1 1 Y ' r 1 1 I ' 1 1 ' 1 1 1 1 1 1 1 1 ' 1 1 ' 1 1 1 1 1 tnp 01 GRAPHIC SCALE 50 0 25 50 100 GRAPHIC SCALE: 1" = 50' Proposed Drainage Area Calculations Site Data Storm Event (year) Drainage Point Area Acres C T` (min) 1 25 100 Cf C (in/hr) (cfs) Cf C (in/hr) (cfs) Cf C (in/hr) (cfs) A-1 0.67 0.90 10 1.00 0.90 3.89 2.3 1.00 0.90 7.78 4.7 1.00 0.90 9.76 5.9 A-2 1.08 0.90 10 1.00 0.90 3.89 3.8 1.00 0.90 7.78 7.6 11.00 0.90 9.76 9.5 A-3 0.59 0.90 10 1.00 0.90 3.89 2.1 1.00 0.90 7.78 4.1 1.00 0.90 9.76 5.2 A-4 0.25 0.90 10 1.00 0.90 3.89 0.9 1.00 0.90 7.78 1.8 1.00 0.90 9.76 2.2 A-5 0.48 0.60 10 1.00 0.60 3.89 1.1 1.00 0.60 7.78 2.2 1.00 0.60 9.76 2.8 A-6 0.21 0.30 10 1.00 0.30 3.89 0.2 1.00 0.30 7.78 0.5 1.00 0.30 9.76 0.6 A A-7 0.56 0.30 10 1.00 0.30 3.89 0.7 1.00 0.30 7.78 1.3 1.00 0.30 9.76 1.6 A-8 0.29 0.90 10 1.00 0.90 3.89 1.0 1.00 0.90 7.78 2.0 1.00 0.90 9.76 2.5 A-9 0.20 0.90 10 1.00 0.90 3.89 0.7 1.00 0.90 7.78 1.4 1.00 0.90 9.76 1.8 A-10 0.15 0.90 10 1.00 0.90 3.89 0.5 1.00 0.90 7.78 1.1 1.00 0.90 9.76 1.3 OS-2 1.60 0.80 10 1.00 0.80 3.89 5.0 1.00 0.80 7.78 10.0 1.00 0.80 9.76 12.5 OS-3 5.12 0.80 10 1.00 0.80 3.89 15.9 1.00 0.80 7.78 31.9 1.00 0.80 1 9.76 40.0 Total A 11.20 34.3 68.5 1 85.9 B-1 0.10 0.30 10 1.00 0.30 3.89 0.1 1.00 0.30 7.78 0.2 1.00 0.30 9.76 0.3 B B-2 0.44 0.90 10 1.00 0.90 3.89 1.5 1.00 0.90 7.78 3.1 1.00 0.90 9.76 3.9 Total B 0.54 1.7 3.3 4.2 C-1 0.60 0.30 10 1.00 0.30 3.89 0.7 1.00 0.30 7.78 1.4 1.00 0.30 9.76 1.8 C C-2 0.20 0.30 10 1.00 0.30 3.89 0.2 1.00 0.30 7.78 0.5 1.00 0.30 9.76 0.6 Total C 0.80 0.9 1.9 2.3 D-1 1.05 0.90 10 1.00 0.90 3.89 3.7 1.00 0.90 7.78 7.4 1.00 0.90 9.76 9.2 D-2 0.43 0.90 10 1.00 0.90 3.89 1.5 1.00 0.90 7.78 3.0 1.00 0.90 9.76 3.8 D D-3 0.61 0.90 10 1.00 0.90 3.89 2.1 1.00 0.90 7.78 4.3 1.00 0.90 9.76 5.4 D-4 1.04 0.90 10 1.00 0.90 3.89 3.6 1.00 0.90 7.78 7.3 1.00 0.90 9.76 9.1 Total D 3.13 11.0 21.9 27.5 E-1 0.49 0.90 10 1.00 0.90 3.89 1.7 1.00 0.90 7.78 3.4 1.00 0.90 9.76 4.3 E-2 0.12 0.90 10 1.00 0.90 3.89 0.4 1.00 0.90 7.78 0.8 1.00 0.90 9.76 1.1 E F-3 0.52 0.90 10 1.00 0.90 3.89 1.8 1.00 0.90 7.78 3.6 1.00 0.90 9.76 4.6 Total E 1.13 4.0 7.9 9.9 F-1 0.63 0.90 10 1.00 0.90 3.89 2.2 1.00 0.90 7.78 4.4 1.00 0.90 9.76 5.5 F OS-4 0.59 0.80 10 1.00 0.80 3.89 1.8 1.00 0.80 7.78 3.7 1 1.00 0.80 9.76 4.6 Total F 1 1.22 1 1 1 1 4.0 1 18.1 10.1 The information on 'C' Factor and Rainfall Intensity were based on CFW iSWM Manual & iSWM Hydrology Manual N i J I I I I M� YAW I I � � / 11 / This document is for � I u � / � � / interim review and is not 0 I I o / intended for construction, D-4 �� 1 1.04Ac bidding or permit 59 � I purposes. \\ SCOTT A. GIBSON , P.E. I I I ) Date:APRIL 1, 2024 I I `s�j sg6 59 x Y Co 1 Tx. Reg. # 89290 WI 7EFW A" V=10ji k X M OF STA i n I OS-4 I AV7EfE ACASt n v 0.59Ac I • ------ - - - - -- - - -- ___------------ --- --- ------ - - - -,_ \ \ TNP PROJECT NO. RPA21070 TNP TBPE REGISTRATION NO. F-230 DRAWN W. MAR p or. SAG DATE: 04/01 /24 � FOR PEAT: � FOR PI'EONrA� NUMNIM Na DeeaIplbn Drw ©> Noll � l INN � • ■ a am Z W $ n.. S r W !j r Cr W 0�� 00 z�i LL VWV�W >Z VN w Q J W �W W� CM � H o w IL O w .J 0 I C � D z DCO) D� Z ��r :5 W � r 2! L __ Cl) O ON V ZA24-0010 BNEU DBecIW'r1oN DRAINAGE AREA MAP IIHMT N0. Cl 004 ON -ST RY w WM I / I I I \ I RE4IDEN�E I I I I � I ARN I I B LLPI C. WR GHT DO . NU. D21 04717 I -------- \ E- { �Y a. R . T. C . . /IT ED / I I I I -SET EADWAL o 1 z �.1 /Li I 0 -9FF,I HiADINAL 1 1 ' / w 1 1 VP ' I I 10' CURB INLET XI I H 111 I ' ;�, I-- — I \ I M D •° \ I VC � I DRAINAGE NOTES: I 1. ALL DIMENSIONS ARE TO FACE OF BUILDING. 2. SANITARY SEWER AND STORM LINE CROSSINGS ARE INDICATED ON THE UTILITY PLAN. 3. REFER TO THE GRADING PLAN FOR THE FINISH FLOOR ELEVATIONS AND THE PERIMETER GRADES. 4. ALL STORM DRAIN LINES ARE TO BE HDPE/RCP UNLESS OTHERWISE NOTED. 5. REFER TO THE ARCHITECTS' PLANS FOR THE EXACT LOCATIONS OF THE DOWN SPOUTS. REFER TO THE MEP PLANS FOR THE EXACT LOCATIONS OF THE ROOF DRAINS. 6. CONTRACTOR SHALL UTILIZE NECESSARY MEASURES, INCLUDING TEMPORARY PUMPING IN THE ORDER TO DRAIN STORM WATER OFFSITE UNTIL THE PUBLIC DRAINAGE IMPROVEMENTS ARE INSTALLED AND OPERATIONAL. 18" IgMgIVF, I I I ' � ADM/N/STRA TOL/ / l BUILDf.VG FO I 12 DRAIN — — S89'26'23"W, 592.301 z If i rVO4 IC SA FE T YFF 1A tING TO WER /j rxr ceArFMET 3x3 GRA ZELOADJVG AREA FH 1� i ti?Aff I I [iW R �,`�" �E BAY i � I i GAS / I I N89'39'02"E, 1147.37' Ll = 4' SO SOWH 4' SO SnMH �4' SO SnMI I I L \ I IA 44' GRATE INLET^ �I �I I GAS / Ix I BAzLLA C. WRIGHT DW. D218281862 z D.R.T.C.T. I" - tv - Q / r2'x2' GRATE TRACT 3 I , B lLDING BRUMLOW INDUSTRIAL DISTRICT VOL. 388-127, PG. 89 P.R.T.C.T. X TRACT 2 BRUMLOW INDUSTRIAL DISTRICT VOL. 388-127, PG. 89 P.R.T.C.T. DRAINAGE SPECIFICATIONS \ -- -- 18"RP/ + \ 00 J GAS U 44' lE INLET \ I RIM 40' PIPELINE EASEMENT I M • �J I O \\ VOL. 7160, PG. 234 • •FH _ I 0 D.R.T.CCT. I I N \ It 0�1 I 36" RC 36'r RC X 4' SO SDMH X. S[� \ \ I N 4 \ I \\ \ 11 HEADWALL iC 44' LET / 18' RCP � I I � I ' / INLET �A � TA FUEL S O .GAS I 0ell / I S�� / l R/M� 594. i - 59025 / I \ � SERVICE l fL 1 1 I I I �� � I �� ♦ \\ AR YARD � � I ♦ \ / I I I I / I ' / /I I � ♦ \ II ' ► PWO TRAINI ' �Ob I AREA GAS I O II T 4 TE lAL\% I I l I \ 1 ==____ --- I ------------------- \� OAD \.4 i \ N 89'S2 19 W, 516.76' UP C♦ \ \ NUSTAR LOGISTICS, L.P. ♦ \ DOC. NO. D208041261 D.R.T.C.T. ♦ I ) `� 1. HDPE SHALL BE HEAVY WALL MEETING THE REQUIREMENTS OF AASHTO M294 AND ASTM F477. HDPE SHALL BE ADS N-12 OR EQUAL, CORRUGATED EXTERIOR W/SMOOTH LINED INTERIOR. 2. ALL PIPE, COUPLINGS, TEES, & BENDS SHALL BE HDPE WATERTIGHT SEWER GRADE GASKETED FITTINGS. FLOWLINES OF DOWNSPOUTS ARE 2 FEET BELOW FINISH FLOOR. DS CONNECT TO SD MAIN LINE WITH 6" HDPE & MIN. 0.50% SLOPE. CONNECT DOWNSPOUTS WITH PRE -MANUFACTURED FITTINGS. (REF ARCH PLANS FOR LOCATIONS) STORM DRAIN PLAN to GRAPHIC SCALE 50 0 25 50 100 GRAPHIC SCALE: 1" = 50' This document is for interim review and is not intended for construction, bidding or permit purposes. SCOTT A. GIBSON . P.E. Date:APRIL 1, 2024 Tx. Reg. # 89290 40 * TNP PROJECT NO. RPA21070 TNP TBPE REGISTRATION NO. F-230 DRAWN EY: MAR Ft. SAG DATE: 04/01 /24 WBIJED FOR PERM: ll l FOR PRKWW 1r��i�/lwrwfl� .o rem .r-rr V ■ Z IL 0 = o� a Z to ■ $ W n.. S ■ r W r �� W CS 00 z�i LL Ly VWV�W J >Z VN Q �W WW N 4 0.0 .� 0 lz 0 I cr)� m � ' < LLD z 5 W — H O W � r 2! L z 9 Cl) 0 JE O CITY GAN NO. ZA24-0010 BEET DEBOIW 710N STORM DRAIN PLAN OHEET N0. C 1.05 (LQ� GAO ARN I I I B LL, C. WRIGHT / \ I \ \ ______4 ,_\114 DO N 0. D 21 04717 / \ I 1 GAS ----------- - E° I / D. R . T. C. . / \ II N89°39'02"E, 1147.37' I I I\ d 8'x8' T NG " I / SLEEVE LVE " it It It I, " w I ", IUP " rl 1 ,I z a , 8 x8' T NG SLEEVE & LW a 11 I M° \ I VC \ I ,I \ SANITARY SEWER NOTES: / !2' j `" '11H1111 PAL ABLY 2" IRR SERVICE & METER 6' FlRE WIR SERVICE WITH DOUBLE CHECK DETECTOR ASSEMBL Y 1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL UNCOVER EXISTING SANITARY SEWER SERVICE AND PROVIDE ENGINEER WITH SIZE, LOCATION AND ELEVATION OF EXISTING SEWER SERVICE BEFORE PROCEEDING WITH CONSTRUCTION. 2. THE CITY RESERVES THE RIGHT TO TV INSPECT THE SEWER PIPE. 3. THE SEWER PIPE WILL BE TESTED TO 5 PSI FOR 10 MINUTES WITH NO PRESSURE LOSS. 4. CONTRACTOR SHALL UTILIZE NECESSARY MEASURES INCLUDING TEMPORARY PUMPING AND COLLECTION UNTIL THE PUBLIC SEWER IMPROVEMENTS ARE INSTALLED & OPERATIONAL. 5. PROVIDE TRAFFIC CONTROL, BACKFILL EMBEDMENT, PAVEMENT REPAIR AND OTHER INSTALLATION REQUIREMENTS PER CITIES STANDARDS. 6. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 7. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. 8. CONTRACTOR SHALL VERIFY THAT ALL CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. 9. CONTRACTOR SHALL INSTALL SDR-26 (150 PSI) PIPE AT LOCATIONS WHERE PROPOSED SEWER SERVICES CROSS EXISTING OR PROPOSED WATER LINES, EXCEPT WHERE OTHERWISE AUTHORIZED BY ENGINEER. 10. CONNECTION TO THE SANITARY SEWER LATERAL SHALL BE 5' FROM FACE OF THE PROPOSED BUILDING. REFER TO THE MEP PLANS FOR THE CONTINUATION OF THE SANITARY SEWER LATERAL UNDER THE BUILDING AND FOR THE CONNECTION TO THE EXISTING LINE. 11. CONTRACTOR SHALL ADJUST EXISTING CLEANOUTS AND SSMH RIMS TO MATCH PROPOSED GRADES. Ila 1�Nei ADOMINI�STRA B DINS I MF •.;a WIN • 1, ��'�f��.6��_ ~ ' " S89°26 23 W, 592.30' �I 1 1� \ BA L'A C. WRIGHT DQG.NO. D218281862 I� \ � 1 R.T.C.T. 1 ® M L OA DING A RA it TRACT 3 BRUMLOW INDUSTRIAL DISTRICT VOL. 388-127, PG. 89 P.R.T.C.T. TRACT 2 BRUMLOW INDUSTRIAL DISTRICT VOL. 388-127, PG. 89 P.R.T.C.T. WATER NOTES: 1. ALL 8" WATERLINES (PUBLIC) SHALL BE PVC C-900 (SDR-18). 2" WATERLINE (DOM) SHALL BE POLY (SDR9) C901. 2. CONTRACTOR TO VERIFY THE LOCATION OF EXISTING WATER LINES PRIOR TO CONSTRUCTION. 3. INSTALL ALL VALVES IN BOXES WITH RIMS FOR ACCESS AND OPERATION 4. THRUST BLOCKS SHALL BE PROVIDED ON ALL FITTINGS, BENDS AND DEFLECTIONS. 5. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED WITH MINIMUM 8 MIL POLYETHYLENE. 6. FIRE AND DOMESTIC WATERLINES SHALL BE INSTALLED BY A UTILITY CONTRACTOR PRE -QUALIFIED WITH THE CITY. 7. PROVIDE TRAFFIC CONTROL, FLOWABLE FILL BACKFILL, PAVEMENT REPAIR AND OTHER INSTALLATION REQUIREMENTS PER CITIES STANDARDS. 8. IN THE EVENT A STREET IS TO BE CLOSED AND/OR TRAFFIC IS TO BE REROUTED DURING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR WILL HAVE THE SOLE RESPONSIBILITY OF SUBMITTING A TRAFFIC CONTROL PLAN DIRECTLY TO THE CITY TRAFFIC ENGINEER FOR APPROVAL. 9. CONTRACTOR TO COORDINATE WITH THE CITY, IMPROVEMENTS WITHIN THE PUBLIC R.O.W. CITY TO CONSTRUCT ALL PUBLIC TAPS, LINES AND METERS. I � I °Q a I I � 15' SAN SEW EASEMENT 8' SAN SEW SERME i ' DIA S.Wrt (I ' I II I I �I GAS I I 40' PIPELINE EASEMENTI VOL. 7160, PG. 2341 D.R.T.C_T. N � � I ri LO I / 8" SAN SEW SERVICE I 4 6A SSWH ( ) ,GAS O / z I I � I I I � I I �II I II cNn_ °p a �I GAS I III I II J �I UTILITY NOTE: \ I (rrp) THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND _ LOCATION OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO DETERMINE IF THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH EXISTING UTILITIES ARE DISCOVERED. aaa[ M awe 1 / / I I \ \ \ \(/ tnp \ \ - RI 59 6 Fl .SER WITH FlRE W1R SERNCE Wl1H ^ I \ 2' DOM WATER SERVICE D CK DETECTOR DOUBLE CHECK DETECTOR I 6�0 Al D? METER & DOUBLE 2" DON/ WATER .SERVICE; I \\ \ CHECK ASSEMBLY WA 11/BLY A ilIBLY I WA AFTER &CHECK DOUB I I I V \ 1 5g8 I I ^ I \ GRAPHIC SCALE 0 0 25 50 100 6"w7R "I ru . 6��n A1\ � / I GRAPHIC SCALE: 1 = 50 > i L WITH BOLD IIIIIIIIIII 78 LF OF SnR C S/NG m Yj e Q h D ' MW C4 Lj C-) 1 • FH PUBLIC 6' W1R 4' Dl S9WH (TVP, FlRE H Ill 4' SAN SEW SERNCE / WTH °S FUEL STA--- 9 1. 597 \� \ \ 59 � POLE J AR a Y, I MAITER J� I _ .__-_-_-=____-_- -------- _-- ____.. 1 RE SS A C D 4' D1A S9WH (TYP) . S PUBLIC _ _ _ (PUBLIC N89°52'19"W, 516.76' NUSTAR LOGISTICS, L.P. DOC. NO. D208041261 D.R.T.C.T. WATER & SANITARY SEWER PLAN I I � I I � I I \ \ / OI 4- I \ NI 00 / \ \ LLj I OI. RIM=5 .9\ \ \ � IJJJJ oI \\ \ 1 I I \\ \ I \ \ I \ \ p I I \\ Q�) I I G \N.(0 r \P I I I \\\ RIM=590.5 \� 4\ \ ` This document is for interim review and is not \\ intended for construction, \ \ bidding or permit purposes. \ SCOTT A. GIBSON , P.E. \ Date:APRIL 1, 2024 / \ Tx. Reg. # 89290 I TNP PROJECT NO. RPA21070 TNP TBPE REGISTRATION NO. F-230 DRAWN W. MAR p or. SAG DATE: 04/01 /24 1a61�D FOR PEAT: INI� FOR PfEONIIA� N0.0180 IPHO Dft © Nobs �101l.W4 �iAwd �MNDI�.� ii�i��■iroaboom V a ■ Z am81 W10 n.. S r W r W 0�� 00 Z2i LL VWV�W J >Z VN w Q �W WLU CM � � H a 0 w� Ir n C CO) Q� Cc r Z � CL 0 V W � r 2! LL _ Cl) O w O Il V Of1'YQAw N06 ZA24-0010 TDB WATER & SANITARY SEWER PLAN OHMT N0. C1.06 I1 �u rn N I F GUY 04O DW, §� _ E NX X X \ x x NC. i n w - II II 5'LSB 5'LSB 5'LSB Z Q q II 11 I 1;, II I LLI q x 11 11 I 0 q 11 q x � 111 II T I--- 11 I I II II T O I 11 11 / 7J In 11 ;1 7�7 II 'I JI ICII � q II d 11 I �I r 11 q CII Oq q i S q ' 011 `II 11 q I =11 II InII // 11 I Q 11 r'll `q 11 0i 11 �11 TII I F� II I T u x III 7-1 o 111 11 I C, 11 CII II � q CII 11 � 11 � q x III rn q 11 11 x UP u u II � I II q q II I 11 q q 11 _0 I II 11 11 I q q 11 II � II 0 11 � q l 11 11 II U q II III II ux q ^L W I c� I F I 0 i U) O I O N �c I ry U U) LL a� a� U) U CD CIO a� a) c� O CD CD 1 0 0 N 6) c- ry I1 ry a� O LL a� U Q J m O CDL 0 Q m U) In Q 0 Q LU 75 Z LLI J_ LL SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) 5 BARN \ BALLA C. WRIGHT DOC. NO. D218204717 D.R. T.C. T. ZONED - AG (AGRICULTURAL) 5'LSB S89°4023"E SERVICE DRIVE r i II I I I monsoon slfflnWm� -11—WSHEET L 11011111111110211111 MAX HEIGHT- 48' FLOOR AREA: 21,265 SF ADMINISTRATION BUILDING I \ 1 GAS BALLA C. WRIGHT I \ DOC. NO. D218281862 I' D.R.T.C.T. I 50' ACCESS ZONED - AG (AGRICUL TURAL) I, I I G EASEMENT 1147.17' _Nis 40'-0" PIPE LINE EASEMENT 915i I \ ly,\916B • -... 9111 ® 925, i51 GAS I I ' 911T I \ \ 91I9 ]5 S89 °26 23 "W 592.40' I 91n 9, II { 911J IBJ I II , { • • � 9193 I I { 12 • 9105 I I , � 9 • / Bi94 I I I { 11, • 9104 l91 9i95 9205 I \\ I • • 99I99 O FLEX PAVING R I 9101 I \ \ \ 9116 ppB Ix I \ 1J, • i I J 92JB 9T39 I\ \`\` • 914I 1M MATCH LINE B ' GAS SERVICEMATCH LINE B � \ BAY BUILDING \ \' I \ I O • I I - � , • 91,8 I \ L0 \ I I I M GAS 40'-0" PIPE LINE I I I O O EASEMENT I I I I \o I �° 9915 T' 9061 96 II 9p10 9059 90.51 9�n/ I • 9651 I B I T I,/ BOAS GAS I I I •xl --------- -- ' i �_� N � y • 900 I ow �I -------, -- --- - ----- --- 6 -=====-=--------------------------------------------- _-- -- S J 9006 / 6 xl I a' � wiRE FENCE go 3 / xoi FUTURE ACCESS ,� .17 9Bs q ROAD 0 20' 40' 80' 120' \ x _X _x— — 6' CHAIN -LINK EENCE /W BARB (IN FEET) N8905222"W 517.21' � ° Ui � \\ TRACT 3 BRUMLOW INDUSTRIAL DISTRICT VOL. 388-127, PG. 89 P.R. T.C. T. ZONED - AG (AGRICULTURAL) DRAWN BY: SCB CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: ISSUE FOR PRICING: REVISIONS: No. I Description Date ;Ium LANDSCAPE ARCHITECTS 2355 Johnson Rd Southlake, Tx 76092 (214) 922-9946 0 2024 by RPGA DESIGN GROUP, INC. All rights reserved. The arrangements depicted herein are the sole property of RPGA DESIGN GROUP, INC. and may not be reproduced in any form without its written permission. U U) 00 Of O N Z � M W N Z w x Q LL N N (� N z 0 O 0 z Q � 1� L Q r^ V a UI U W x = F U Z 2 � Q 20 W _ LL D O W w Q Q U W F Q N Ill Q U) c� z z ri z _W) a W � Q � WO � 0)X Lo Q O v z0 LL LU C) LU z o LU J L 1 � p. � L `) M IU) Q> Q m Q Z O > Q U�>Lj~U Z DOf Z:)�00 00z v! �mU) < Z LLJ 00 �WZ0-) of U) Q J, 2 0 Lo J = � LI ���C C) W U) pzOY LL cnzF Q C/) O 1:11f0m� = O U CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION OVERALL LANDSCAPE PLAN SHEET NO. L-0 LANDSCAPE REQUIREMENTSUMMARY BUFFERYARDS LOCATION REQUIRED/ LENGTH BUFFERYARD BUFFERYARD CANOPY TREES ACCENT TREES SHRUBS FENCE/ SCREENING PROVIDED LINEAR FEE' TYPE WIDTH FEET HEIGHT & MATERIAL OTY (1 1 100 LF) QTY (21 100 LF) QTY (81100 LF) WROUGHT IRON FENCE NORTH - REQUIRED 1,147 SIDE YARD 6 11 23 92 WITH PRAVCY SLATS PROVIDED 1,147 5A 5 11 23 92 HEIGHT 8 FEET EAST- REQUIRED —I& NOT REQUIRED PROVIDED SOUTH- REQUIRED NOT REQUIRED PROVIDED (1 / 100 LF) (2. / 100 LF) (8 / 100 LF) WEST- BRUIVILOW REQUIRED 199 STREET - TYPE 10 2 4 16. NOT REQUIRED AVE. PROVIDED 199 10E 10 2 4 16 INTERIOR LANDSCAPE BUILDINGS SQ. FT. LANDSCAPE AREA % OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER SEASONAL COLOR Admin. Building 18124 Service Bays 14392 Training Tower 6684 SO. FT. SQ. FT. TREE1500 SF- QTY TREE 1 250 SF QTY iHRUB 140 SF EA 15% OF REQ. AREA - SF % OF REQ. AREA - SF 39,200 REQUIRED 11,760 8,820 75% 24 47 294 1,764 235 PROVIDED 263,516 17,695 150% 40 47 i 519 ; 5,534 292 Cf) C N > CP rLn x x x x x x x x x x � x � a' LG MC z 8 MC 12 LG LG MC CH 10' FE m o 14 8 g 13 110 sf LAND FER a m O u 1 ti I u ry - U OF CP2 ,I � 11 � 3 � II � n L.L II UC3 3 u u U) 'II II I MC �� 61 0 MONUMENT AR u II 0 ,I SIGN 8 M 4 AR � C 5 u „ I LM C 11 -- u 208 'tfvT T I I I firil I I 1 'll n LM 24 > u I, CH 0;0It 957 sf 1111I SC (� 228 ai I G11 k LG — UC2 � II IIIIIIIIIIIIIIIII I O II II �� II 1�1I�li�l�lIII1111II1 u 0 110111I 1-SE (2 9 I ,I AR�- u II a 44� - 11 II 11 I I \i 11 CII I� _0 11 II II MC II p II 92 O , 11 II 1171 E II 11 O II T M � u u n It II i Q ,I 11 1 UC2 X 11 u u C p II u u LG II II 11 I 47 r. O II II a CP3 n II a U II 11 I �• `r -- L_ J 11 n II I CH- ••: \ \ II It — ��•�� 11 II II ..•. Z ° u P UC2 UC CP Q 1 1 5 LLI 73 i Q Z J_ LI_ SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) L9 MC 12 GENERAL PLANTING NOTES 1. A PRE -CONSTRUCTION MEETING IS REQUIRED FOR IRRIGATION AND LANDSCAPE SCOPE OF WORK PRIOR TO ANY IRRIGATION AND LANDSCAPE SUBMITTALS. SUBMITTALS WILL NOT BE REVIEWED IF THIS MEETING HAS NOT TAKEN PLACE AND SUBMITTALS HAVE BEEN ISSUED FOR REVIEW. THE LANDSCAPE ARCHITECT SHALL BE PRESENT AT THIS MEETING AND WILL REVIEW MAJOR ITEMS FOR THE PROJECT AND TO MEET THE LANDSCAPE AND IRRIGATION COMPANY PERSONNEL IN CHARGE OF THE PROJECT. 2. CONTRACTOR SHALL ADHERE TO CITY CONSTRUCTION REQUIREMENTS INCLUDING BUT NOT LIMITED TO ANY PERMITS, INSPECTIONS, AND METHODS OF MATERIAL INSTALLATION. 3. CONTRACTOR SHALL ADHERE TO ALL AGENCY REQUIREMENTS MEANS AND METHODS OF CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES ABOVE AND BELOW GRADE, AS WELL AS FINDING OUT EACH COMPANY'S RESTRICTIONS ON WORKING WITHIN THEIR EASEMENTS AND UTILITY LINES PRIOR TO COMMENCING CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING IMPROVEMENTS AND TO NOT DISTURB THOSE THAT ARE OUTSIDE OF THE SCOPE OF WORK. ANY STRUCTURES THAT ARE TO REMAIN WITHIN THE SCOPE OF WORK AREA SHALL NOT BE DAMAGED. PHOTOGRAPHS AND NOTES SHOULD BE MADE FOR ANY EXISTING DAMAGED CONDITIONS PRIOR TO COMMENCING CONSTRUCTION AND DISTRIBUTED TO OWNERS REPRESENTATIVE. 6. A LANDSCAPE IRRIGATION PLAN SHALL BE PREPARED PRIOR TO LANDSCAPE CONSTRUCTION AND WILL BE DESIGNED BY A TEXAS LICENSED IRRIGATION DESIGNER. ALL PLANTING AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM WITH A FREEZE AND RAIN SENSOR. THE SYSTEM SHALL BE DESIGNED TO MEET THE CITY AND THE STATE OF TEXAS IRRIGATION REQUIREMENTS. THE IRRIGATION INSTALLER SHALL BE A STATE OF TEXAS LICENSED IRRIGATION DESIGNER. 7. CONTRACTOR SHALL NOTIFY OWNERS REPRESENTATIVE IF THERE ARE ANY WATER RESTRICTIONS AND WHAT IF ANY IMPACT THIS MAY HAVE ON THE INSTALLATION OF PLANT MATERIAL. 8. QUANTITIES SHOWN IN PLANT LIST FOR PLANT MATERIAL AREA PROVIDED AS A COURTESY FOR THE CONTRACTOR. CONTRACTOR SHALL VERIFY PRIOR TO BIDDING THAT THE QUANTITY WILL COVER THE SPECIFIED AREAS AT THE SPACING STATED IN THE PLANT LIST UNDER THE REMARKS COLUMN. IF THERE IS A DIFFERENCE, THE CONTRACTOR SHALL MAKE NOTE ON THEIR BID AND SHOW THE ADDED OR REDUCED COST. 9. CONTRACTOR SHALL ESTABLISH SOURCES FOR ALL PLANT MATERIAL ON PLANT LIST WHEN BIDDING PROJECT. NO PLANTS SUBSTITUTIONS. 10. CONTRACTOR SHALL BECOME FAMILIAR WITH THE DRAWINGS FOR THIS PROJECT PRIOR TO INSTALLATION. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE OWNERS REPRESENTATIVE OF ANY CONDITION FOUND ON -SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE PLANS. D.R. T.C. T- ZONED - AG (AGRICUL TURAL) WROUGHT IRON FENCE WITH PRIVACY SLATES 8' TALL '/ 7 — _TA mqWF171r- 'an CH ,312 7F7 A 7 (CH� —SLIDING GATE 41 CH 147 STEEL �� IIIIIIIIIIII BUILDINGs B CP2 2 U TA 102 TA PK 94 1 SC 321 PK 5-PV 1 SC LIGHT 310 F POLE( 5P 12. ALL NEW PLANTING BEDS SHALL HAVE A MINIMUM SIX (6") INCHES OF BED PREPARATION. IRRIGATION NOTE 13. LAWN AREA SHALL HAVE FERTILE AND CLEAN TOP SOIL TILLED 4" DEEP. THE IRRIGATION DESIGN WILL USE THE 14. GRADING IN PLANTING BEDS SHALL BE SMOOTH AND PROVIDE POSITIVE DRAINAGE. CITY OF SOUTHLAKE REQUIRED 15. CONTRACTOR SHALL STAKE OUT LOCATION OF ALL TREES, AND SHRUBS FOR APPROVAL BY OWNERS REPRESENTATIVE PRIOR TO PLANTING. IRRIGATION EQUIPMENT AND 16. MULCHING OF SHRUB AND ANY GROUND COVER AREAS SHALL HAVE 3 INCHES OF SHREDDED COMPONENTS ON THE IRRIGATION PLAN HARDWOOD MULCH. WHEN IT IS DESIGNED. 17. LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS, AND OTHER SUCH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING. 18. THE PROPERTY OWNER, TENANT AND ANY AGENT THEREOF SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING MATERIALS IN GOOD CONDITION AT ALL TIMES SO AS TO PRESENT A HEALTHY, NEAT AND ORDERLY APPEARANCE. ANY LANDSCAPING MATERIAL THAT DIES SHALL BE REPLACED WITH HEALTHY MATERIAL WITHIN A REASONABLE TIME. ALL LANDSCAPED AREAS SHALL BE CONTINUOUSLY MAINTAINED FREE OF WEEDS, DEBRIS AND LITTER. WEEDS AND NATURAL UNCULTIVATED GRASS SHALL NOT BE CONSIDERED LANDSCAPING. REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION I DETAIL 1-SE STEEL EDGING- 810 LF 3/16" THICK X 4" WIDE ONLY 1/2" EXPOSED ABOVE SOIL LINE OF SOD 2-TP TREE PROTECTION FENCE 883 LF SYMBOL DESCRIPTION QTY DETAIL o °o 0 0 3-GC CRUSH GRANITE 10.69 CY 3" DEPTH PLACED OVER FILTER FABRIC SYMBOL DESCRIPTION I DETAIL 5-PV 24" X 24" STEPPING STONES, COLOR AND MANUFACTURE TO BE 788 SF DETERMINED. 2" SPACE BETWEEN STONES WITH DECOMPOSED GRANIT BETWEEN JOINTS TA 116 PK 1 COURTYARD rLUUN /inCH.- Z 1,zno or 124 L]� (COVERED) ADMINISTRATION BUILDING D u_ LG % — CH LG � 16 :.V N C7 I • •,•�. •rod j •• 9267 RETAINING WALLS TRANSFORMER PAD S8904023"E 1147.171 — 5'ISR— SISB S'LSB 5'LF SERVICE DRIV i PK 1 TA 174 rTA 49 1 5-PV 1 5-PV TA 45 9253 9254 I lul 9255 9251 TA 66 Ix CC V 1 ' CC 2 1 1 10002 I WROUGHT IRON FENCE WITH PRIVACY LOADING S8902623 "W 592.40SLATES 8' TALL I AREA 0 10, 20' 40' 60' 1 "=20'-0" \\ DRAWN BY: SCB CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: ISSUE FOR PRICING: REVISIONS: No. I Description Date B E R K E N B I L E LANDSCAPE ARCHITECTS 2355 Johnson Rd Southlake, Tx 76092 (214) 922-9946 2024 by RPGA DESIGN GROUP, INC. All rights reserved. The arrangements depicted herein are the sole property of RPGA DESIGN GROUP, INC. and may not be reproduced in any form without its written permission. U 00 0 v rn N Im W Z w _ Q IL � n n (� N Z m O 0 z Q W o U) dU) U N W w L _ U z z� v W o D IL (n U LU 0 W 3 = U W F Q w a z z ri z U-1) rn 0 LU � Q LU I- Q X O v O z0 Lo LL w U�UUN LU Z LU J LZ Q �(N LL.I LU> U)Qm(j~>- Q> �OO Q m Q Z G U � I j ~ U z Z > 00 Z Cn � m U) < Z y 00 in W CO Q Q J �y0Ln� J = � W m �cy) UU w 0�pz�Y �_,� cnz�Q C) O 0 00 Q = � Q 2 � � O U10 CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION PLANTING PLAN SHEET NO. L-1 GAS BALLA C. WRIGHT DOC. NO. D218281862 D.R. T.C. T. ZONED - AG (AGRICUL TURAL) 1 1 I I 40'-0" PIPE LINE EASEMENT I 1 I ❑ 1 � 1 I / VS 5 � I I II I r ? U I I IY I Q 3 U I z o O N o U I ry U EXT U) 1 I 0� U o U � O C I CH C n f 1 ,956 I I I I O U) V GAS o O N xj � I Ir I I r I � I I I LL E I a� I ~ I I c I J 120 x 0 I o I i 0 I 0 I I Q I I I 00 I I I I I QIn I' 0 Q I I LU I XII 75 I Q I z LLI J_ LL SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) cD z SERVICE BAY BUILDING IN I� \ ININ \ \ 50' ACCESS ■ i EASEMENT I % M M M M It M M M M M M M M M :. CP2 3 — ' LSB SB WROUGHT IRON FENCE WITH PRIVACY SLATES 8' TALL W v z I I \ CP2 I I ■ Uw cq a I 6 I I I ■ ow � PROPOSED 100 YR ; ■ UC3 2 I FLOODPLAIN I I WROUGHT IRON FENCE WITH PRIVACY / / PUBLIC SA FETY TR�II.III.I� T, DUMPSTERS SLATES 8' TALL I � � CH \ 1 9,755 WASHOUT PIT 4 FT HIGH WALL FLEX PAVING ,= = = = = = = = = = = =I= = = = = = MATCH LINE B EXISTING 100 YR FLOODPLAIN A PLANT LEGEND SYMBOL CODE COMMON NAME EXISTING TREES REMOVED • ETR EXISTING TREES TO REMAIN ' EXT CF 6 TREE 10' BUFFER ZONE • UC2 CEDAR ELM CP3 PINK DAWN CHITALPA TREE 5' BUFFER ZONE • UC3 CEDAR ELM CP2 PINK DAWN CHITALPA TREE INTERIOR UM ATHENA@ CLASSIC LACEBARK ELM TD BALD CYPRESS '•'•i-t/f UC CEDAR ELM PK KEITH DAVEY CHINESE PISTACHE • CC MERLOT REDBUD • 'l CID PINK DAWN CHITALPA :. VS SHOAL CREEK CHASTE TREE QV SOUTHERN LIVE OAK LG GREEN CLOUD TEXAS RANGER r 7 AR ROSE CREEK ABELIA AH TWIST OF LIME ABELIA DROUGHT TOLERANT HG2 BRAKELIGHTS RED YUCCA MC GROUND COVERS TA LM SEASONAL COLOR SOD/SEED SC REGAL MIST PINK MUHLY ASIATIC JASMINE BIG BLUE LILYTURF CH BERMUDA GRASS DRAWN BY: SCB CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: ISSUE FOR PRICING: REVISIONS: No. I Description Date ;Ium LANDSCAPE ARCHITECTS 2355 Johnson Rd Southlake, Tx 76092 (214) 922-9946 0 2024 by RPGA DESIGN GROUP, INC. All rights reserved. The arrangements depicted herein are the sole property of RPGA DESIGN GROUP, INC. and may not be reproduced in any form without its written permission. U U) 00 Of O N Z � M LU — Z 0 _ x Q LL (� N Z 0 Q o J , W ° N a U U U) W x I F U z 2 � r I� v W o D LL (n U LU 0 2 U w F Q cf W a U) Z z ri 0 LU � Q L.L LU � T_ Lo < x 0 0 0 z0ti LL L U�vUN zo LU J LZ Q LU LU> Q N Q> m Q U) m Q z > Q G U�LLJ >Lj~U O z DO D > of � z U) < z ��LuzrnQ Q J O L ~ J = � LLI M �CO�U w 0 ° z Of Y ALL �zU) Q C/)° �000= I_ Q�a� = O U CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION PLANTING PLAN SHEET NO. L-2 El MATCH LINE B ■PLANT LEGEND +' GA S I I I 0 0) I• LO I 1\ I M Lo IM O 0 I � I �II GAS U I L 40'-0" PIPE LINE (n I EASEMENT GAS ry I O I LL I m- E I c I J I I m I X I ----- ---------- o I I I SLIDING GATE QI I t 4' BARB WIRE FENCE m =I I I Z - X Q 6' CHAIN —LINK FENCE /W BARB LLI LLI J_ H SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) SERVICE BAY BUILDING -- -- x--X— -- FUEL STATION POLE BARN TERIAL BINS FUTURE ACCESS ROAD N890522211W I \ \ 2 I In' I l�� I r -� F I a ON ------------------------ ------------------------� SYMBOL CODE COMMON NAME EXISTING TREES REMOVED ETR EXISTING TREES TO REMAIN • EXT TREE 10' BUFFER ZONE • UC2 CEDAR ELM CP3 PINK DAWN CHITALPA TREE 5' BUFFER ZONE DUC3 CEDAR ELM CP2 PINK DAWN CHITALPA TREE INTERIOR UM ATHENA@ CLASSIC LACEBARK ELM ,4 4ff, TD BALD CYPRESS UC CEDAR ELM f-- PK KEITH DAVEY CHINESE PISTACHE • CC MERLOT REDBUD .•:;.; CID PINK DAWN CHITALPA :• VS SHOAL CREEK CHASTE TREE QV SOUTHERN LIVE OAK • LG GREEN CLOUD TEXAS RANGER • AR ROSE CREEK ABELIA AH TWIST OF LIME ABELIA DROUGHT TOLERANT HG2 .� MC GROUND COVERS BRAKELIGHTS RED YUCCA REGAL MIST PINK MUHLY TA ASIATIC JASMINE LM BIG BLUE LILYTURF SEASONAL COLOR SC SOD/SEED CH BERMUDA GRASS III 1 1 1 �1 •1 1 1 DRAWN BY: SCB CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: I ISSUE FOR PRICING: I REVISIONS: No. Description Date B E R K E N B I L E LANDSCAPE ARCHITECTS 2355 Johnson Rd Southlake, Tx 76092 (214) 922-9946 2024 by RPGA DESIGN GROUP, INC. All rights reserved. The arrangements depicted herein are the sole property of RPGA DESIGN GROUP, INC. and may not be reproduced in any form without its written permission. U 00 O v rn N Z � M W � Z x _ Q � n n 0) (� N Z 0 Q 00 0 J , dU U Q W (n X W = � U Z z� 0 Q U � � W o � 0 LU o > = U W Q W. Q to 0 z z z 0 LU � Q LO Q Lu O� LUO zOti LL LU U�UUN LLJ �zo LLI J LZ Q LL.I �Q�amQZ 00 U) U 2 � I j ~ U Z � D > 0 Z U) < LU 00 � W U) Z 0-) Q Q J��0Lo J =co LU m ���CDU w O/ ZO Z 0 Y LL Z U) Q U) o = O U CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION PLANTING PLAN SHEET NO. L-3 "T" POST WITH PROTECTIVE CAP MULCH RING TREE ROOT BALL TREE TRUNK ROOT WATERING SYSTEM "T" POST WITH PROTECTIVE CAP 2" FLEX PIPE 4' DIAM STEEL EDGING LATERAL LINE -SEE PLAN TREE WRAP RUBBER TIRE TIE ROOT WATERING SYSTEM(PER PLAN) TREE GUY (2) 12 GAUGE WIRE "T" POST WITH PROTECTIVE CAP PROVIDE 24" DIAMETER. MULCH RING 4' DIAM. STEEL EDGING FINISHED GRADE TREE ROOT BALL PLANTING MEDIA COMPACTED FILL SECTION \ TREE PLANTING IN LAWN WITH ROOT WATERING SYSTEM 3\ NTS U N L U) r O SPACING AS NOTED PLANTING O N ON PLANT LIST LOCATION CL N� N ILL. I I L CD �N 0 �A U) = 07 QSPACING AS p J NOTED U N ON PLANT LIST 4 PAVING EDGE / BUILDING / UCURB / STEEL EDGING NOTE: SPACING DIAGRAM REFERS TO ALL PLANTING UNLESS NOTED OTHERWISE. U) (6 \� TRIANGULAR 6 SPACING O NTS Q ry ry N LL co N U Q J 00 QFINISH o GRADE 0 U c Q J 00 A POST WITH PROTECTIVE CAP IULCH RING REE ROOT BALL 'REE TRUNK r" POST WITH PROTECTIVE CAP 4' DIAM STEEL EDGING PLAN TREE WRAP RUBBER TIRE TIE PLANT SCHEDULE SYMBOL CODE QTY COMMON / BOTANICAL NAME EXISTING TREES REMOVED ETR 74 0 EXISTING TREES TO REMAIN EXT 144 TREE 10' BUFFER ZONE • UC2 4 (D CP3 4 TREE 5' BUFFER ZONE REMOVE REMAIN CEDAR ELM ULMUS CRASSIFOLIA PINK DAWN CHITALPA X CHITALPA TASHKENTENSIS 'PINK DAWN' TREE GUY (2) 12 GAUGE WIRE CEDAR ELM "T" POST WITH PROTECTIVE CAP uc3 11 ULMUS CRASSIFOLIA PROVIDE 24" DIAMETER. MULCH RING C) 4' DIAM. STEEL EDGING FINISHED GRADE (D CP2 23 PINK DAWN CHITALPA X CHITALPA TASHKENTENSIS 'PINK DAWN' TREE ROOT BALL PLANTING MEDIA TREE INTERIOR COMPACTED FILL UM 4 ATHENA®CLASSIC LACEBARKELM ULMUS PARVIFOLIA'EMER 1' QL SECTION TD g BALD CYPRESS TAXODIUM DISTICHUM TREE PLANTING IN LAWN WITH 4' DIAMETER STEEL EDGING NTS P-CO-PLA1-03 P-CO-PLA1-01: I s-` CEDAR ELM UC 13 ULMUS CRASSIFOLIA PK 12 KEITH DAVEY CHINESE PISTACHE PISTACIA CHINENSIS 'KEITH DAVEY' • CC 22 MERLOT REDBUD CERCIS X'MERLOT' CID 20 PINK DAWN CHITALPA X CHITALPA TASHKENTENSIS 'PINK DAWN' SHOAL CREEK CHASTE TREE .�• VS 5 VITEX AGNUS-CASTUS 'SHOAL CREEK' ry ILL. PLANTING HOLE 0 QV 2 SOUTHERN LIVE OAK W 2 X DIAM. OF PLANT QUERCUS VIRGINIANA I_� O 12- ROOT ALL SHRUB OR PERENNIAL SHRUBS �o SIZE CONTAINER HEIGHT SPREAD REMARKS 3" CAL. POT 3" CAL. POT 3" CAL. POT 3" CAL. POT 3" CAL. POT 3" CAL. POT 3" CAL. POT 3" CAL. POT 3" CAL. POT 3" CAL. POT 30 GAL. POT 3" CAL. POT EXISTING TREE TO BE REMOVED - SEE TREE CHART AND TREE IDENTIFICATION NUMBER FOR TREE SIZE AND SPECIES EXISTING TREE TO REMAIN - SEE TREE CHART AND TREE IDENTIFICATION NUMBER FOR TREE SIZE AND SPECIES 10'-12' 8'-10' SINGLE TRUNK, FULL AND MATCHED 6'-8' 6--8' MULTI -TRUNK -MIN CAL 1" PER CANE, 3 CANE MIN. 10'-12' 8'-10' SINGLE TRUNK, FULL AND MATCHED 6'-8' 6--8' MULTI -TRUNK -MIN CAL 1" PER CANE, 3 CANE MIN. 14'-16' 3'-4' SINGLE TRUNK, FULL AND MATCHED 8'-10' 4'-6' SINGLE TRUNK, FULL AND MATCHED 10'-12' 8'-10' SINGLE TRUNK, FULL AND MATCHED 10'-12' 8 -10' SINGLE TRUNK, FULL AND MATCHED, THE CHINESE PISTACHE SHALL BE MALE VARIETY. 8'-10' 6--8' SINGLE TRUNK, FULL AND MATCHED 6'-8' 6--8' 8'-10' 8'-10' 8'-10' 4'-6' W TOP OF ROOTS LG 176 GREEN CLOUD TEXAS RANGER 3 GAL. POT 20" 22" 24" I �- LEUCOPHYLLUM FRUTESCENS'GREEN CLOUD' TM MULCH W LU FINISH GRADE J AR 85 ROSEIAX'ROCREEK ABELIA 3 GAL. POT 24"-26" 24" � PITCH PITCH -� ABELIAX'ROSE CREEK' r� AH 31 TWIST OF LIME ABELIA 3 GAL. POT 10"-12" 10"-12" BACK FILL WITH SOIL BED J ABELIA X GRANDIFLORA'HOPLEY'S' TM PREPARATION MIX DROUGHT TOLERANT NO AIR POCKET. BRAKELIGHTS RED YUCCA PF HG2 64 HESPERALOE PARVIFLORA'PERPA' PP #21,729 BRAKELIGHTS® 3 GAL. POT 12"-14" 12"-16" ROOT BALL (SIZE VARIES) GRASSES MC 263 REGAL MIST PINK MUHLY 3 GAL. POT 24"-26" 24" MUHLENBERGIA CAPILLARIS 'LENCA' SYMBOL CODE QTY COMMON / BOTANICAL NAME SIZE CONTAINER 001611=2191 +1 U) W �- = Oa I-_ z LL L_ r Uj Iy IX LAWN W C LLI LL STEEL EDGING U) MULCH PLANTING BED FILTER FABRIC QC PLANTING MEDIA 12" STEEL STAKE LOCATED ON n PLANTING BED SIDE 0 z Q STEEL EDGING DETAIL W 75 NTS Q z SHRUB PLANTING DETAIL P-CO-PLA1-0 ROUND COVERS NTS TA 3,780 SF ASIATIC JASMINE TRACHELOSPERMUM ASIATICUM LM 1,627 SF BIG BLUE LIRIOPE MUSCASCARI' 'BIG BLUE' u SEASONAL COLOR SC 292 SF SEASONAL COLOR SOD/SEED PLANTING HOLE BERMUDA GRASS 2 X DIAM. OF PLANT ROOT BALL CH 228,033 SF CYNODON DACTYLON '419 HYBRID' GRASS PLANTING DETAIL NTS P-CO-PLA1-09 ORNAMENTAL GRASS TOP OF FLARED ROOTS(HIGH POINT) MULCH FINISH GRADE BACK FILL WITH SOIL BED PERPETRATION MIX NO AIR POCKET. ."„ r BALL (SIZE VARIES) PAVING FINISH GRADE MULCH OR AGGREGATE DEPTH VARIES FILTER FABRIC PLANTING SOIL VARIES BED AT EDGE OF PAVING NTs P-CO-PLA1-06 1 GAL. POT 1 GAL. POT 4" POT MULTI -TRUNK -MIN CAL 1" PER CANE, 3 CANE MIN. MULTI TRUNK, FULL SINGLE TRUNK, FULL AND MATCHED FULL MATCHED-36" O.C. FULL MATCHED-36" O.C. 36" O.C.. FULL AND BUSHY FULL AND MATCHED FULL MATCHED-30" O.C. 18" o.c. 18" ox. FULL MATCHED -TRIANGULAR SPACED, 18" O.C. SPACING 6" o.c. TRIANGULAR SPACED --- SOLID SOD SOLID SOD ,STAGGERED JOINTS, THICK AND GREEN, NO GAPS BETWEEN SOD PIECES. REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION QTY DETAIL LimsEl STEEL EDGING- 810 LF 3/16" THICK X 4" WIDE ONLY 1/2" EXPOSED ABOVE SOIL LINE OF SOD 2-TP TREE PROTECTION FENCE 883 LF SYMBOL DESCRIPTION QTY DETAIL 00 ° o 0 3-GC CRUSH GRANITE 10.69 CY 3" DEPTH PLACED OVER FILTER FABRIC SYMBOL DESCRIPTION QTY DETAIL 5-PVA 24" X 24" STEPPING STONES, COLOR AND MANUFACTURE TO BE 788 SF DETERMINED. 2" SPACE BETWEEN STONES WITH DECOMPOSED GRANIT BETWEEN JOINTS P-CO-PLA1-07 DRAWN BY: SCB CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: ISSUE FOR PRICING: REVISIONS: No. I Description Date LANDSCAPE ARCHITECTS 2355 Johnson Rd Southlake, Tx 76092 (214) 922-9946 0 2024 by RPGA DESIGN GROUP, INC. All rights reserved. The arrangements depicted herein are the sole property of RPGA DESIGN GROUP, INC. and may not be reproduced in any form without its written permission. U U) 00 0 rn Z E co M W z _ x Q W r` rn (� N Z j 2 0 Q 0 J , W ° � aU) U U) X W (n W I � U z 2 < 0 Q W O � 0 LL rr I1� vJ > W � LU 0 o > = U W L 0 Q Q co Ill Q N Z z ri _W) III&�I)r:ll, N 0 W � Q ,;,- M LO r Q x 0U LZ 0 zo LL iii UDvU Uj I.- z o UJI J L.f_ Uj Q N LL.I W U) > Q � N Q> m Q U) m Q z 0 > Q � G U�>Lj~U O zD >00� z rn V! G m U) D Q Z LLJ y 00 (y) ry U) Q J��OL� J = 0,5 W m � co W C 0 z 0. Y ,� cnzU)Q �000� = O U CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION PLANTING DETAILS SHEET NO. L-4 LLI J_ LL SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) 75 Q o 0 TREE PRESERVATION LEGEND O N SYMBOL CODE QTY COMMON / BOTANICAL NAME REMARKS 6) r EXISTING TREES REMOVED Ir) EXISTING TREE TO BE REMOVED - U SEE TREE CHART AND TREE • ETR 33 REMOVE IDENTIFICATION NUMBER FOR TREE SIZE AND SPECIES LL EXISTING TREES TO REMAIN U) • ' EXT 192 REMAIN Ir) U 0 c a� co a� N F_ O 0 ti 0 0 N O) 0- ry n ry a� O LL co a� U Q J m O _0 CDL 0 Q J m U) 2 Q EXISTING TREE TO REMAIN - SEE TREE CHART AND TREE IDENTIFICATION NUMBER FOR TREE SIZE AND SPECIES S89 °40 23 "E 1147.17' SERVICE DRIVE S8902623"W 592.40' TRACT 3 BRUMLOW INDUSTRIAL DISTRICT VOL. 388-127, PG. 89 P.R. T.C. T. ZONED - AG (AGRICUL TURAL) REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION QTY DETAIL 2-TP TREE PROTECTION FENCE 1,307 LF EXSITNG TREE CHART CANOPY CALCULATIONS TREE NO. TREE TYPE TREE. CALIPER REE CANOPY RADIUS TREE CANOPY SQUARE FEET TREES PRESERVED TREE CALIPER REMOVED TREE CANOPY REMOVED TREE CALIPER PRESERVED TREE CANOPY PRESERVED TOTALS PERCENT TREE CANOPY 2,608 140,989 100% * 664 3 39,341 28% 1,944 101,648 72% CAUTION TREE PRESERVATION CONTRACTOR MUST INSALLAN❑ MAINTAIN CONSTRUCTION FENCING DO NOT TRIM OR REMOVE TREES WITHOUT A PERMIT DO NOT PARK VEHICLES OR PLACE BUILDING MATERIAL IN CRITICAL ROOT ZONE DO NOT CLEAN EQUIPMENT OR DISPOSE OF LIQUIDS UNDER TREES DO NOT MAKE GRADE CHANGES, CUT OR FILL IN CRITICAL ROOT ZONE. POR FAVOR DE NO CORTAR ARBOLES SIN PERMISO POR FAVOR NO ESTACIONAR VEHICULOS Y MATERIALES EN ZONA CRITICA DE RAQ POR FAVOR NO LIMPIAR EQUIPO I TIRAR LIQUI DOS ABA1O DE LOS ARBOLES. POR FAVOR NO CAMBIAR GRADOS, CORTAR 0 ILENAR EN ZONA CRITICA DE RAIZ. FAILURE TO COMPLY W]LL RESULT IN FINES AND OR TREE MITIGATION CITY OF SOUTHLAKE TREE PRESERVATION ORDINANCE NO, 585-8 CITY OF SO UTHLAKE'S TREE PROTECTION SIGN n 0 z Q LU �NTsEE PROTECTION - SOUTHLAKE SIGNQ z LLI FT SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) P-CO-PLA1-29 �J- 107 M I I� I I GAS I �I I I I I' �J i I I' 16 I I i � 11 I I / 91090110g 1 4 - � 9fE6 0$ 114 9 4 115 3 085 9134 / EXT 37 •9 62 `. 15Q �" I , 9146 I I o000 1�4:? 165 47 I I'169 \ ` 167 \ I , 168 172 \ 11 k73 1516 173 xl 21 177 XT 9220 _ 80 9 :- 9221 f ;• ' 193 189 ( 24 2 20 10 9194 x 1 _92 92 195 9:> 03 : 200 210 \ 202 \ I _ 09 �9 x 9 4 9237 \� 9 92 239 9246 \ \ �92364 \ \ 9247 4-\\�� \ 1' \ I \ , [&248 I \ 1 I II I I I I I I 4 I GAS x i ml I II — — — — — — — — — — -- xl I II -- ---------X--= - --_-_ _______________________________________ -� �- ETR xl 4' �pRB WIRE FENCE 1 x�x�l I 9081� 9� 79 6 CHAIN -LINK FENCE /W CARE N89 052 22"W 517.21 ' NUSTAR LOGISTICS L.P. DOC. NO. D208041261 D.R. T.C. T. ZONED - 12 (HEAVY INDUSTRIAL) 0 20' 40' 80, **0' (IN FEET) mDRAWN BY: SCB CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: ISSUE FOR PRICING: REVISIONS: No. I Description Date B E R K E N B I L E LANDSCAPE ARCHITECTS 2355 Johnson Rd Southlake, Tx 76092 (214) 922-9946 2024 by RPGA DESIGN GROUP, INC. All rights reserved. The arrangements depicted herein are the sole property of RPGA DESIGN GROUP, INC. and may not be reproduced in any form without its written permission. U O O N Z M L Z W X Q ^ w L.L N N 0) rn (,� N Z 0 Q J , L ° N U a U) W Q W W h = U Z 2 � L 0 r- D IL vJ W > 0 UJ = U w F Q cf m w Q to c� z z ri _W) LU � Q I— I d-- � X w Lu 0Lo< 00 Z0ti LL LU LI Z o J U�UUN o f LI LLj QLu> N ~ U) <U) �Q�amaz 0>a� o m v2>w~U Z��>°0°1- �'tz Cn �mcn�Q U) � z Q Lu 00 w� Z 0-),20Lo wJJmO Q � CY) 0 w 0 O Z� Y LL cnzC0Q 0 0 Im U 2 0 CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION TREE CONSERVATION PLAN SHEET NO. m TC- 1 ti N In N 75 N W 0 z Q W Q 0 0 J In C N U i N U) F �-I O U) O rl- O N i O c- ry U i U) O LL N U) i Tr) U t 4 O 4-0 CIO N U i N N L O T— O ti O O N t O c- ry In Try N O LL N U C J m O Q O i 0 U C Q J m i U) Q I1 0 z Q W 75 Q z W J EXS ITN G TREE CHART TREE TREE TYPE TREE FREE CANOPY TREE CANOPY TREES TREE TREE] TREE TREE NO. CALIPER RADIUS SQUARE FEET PRESERVED CALIPER CANOPY CALIPER CANOPY HEALTHY REMOVED REMOVED PRESERVED PRESERVED 9001 ELM 17 14 615 17 615 9002 ELM 13 15 707 HEALTHY 13 707 9003 ELM 6 12 452 HEALTHY 6 452 9004 ELM 7 11 380 HEALTHY 7 380 9005 ELM 10 14 615 HEALTHY 10 615 9006 ELM 11 13 531 HEALTHY 11 531 9007 ELM 10 11 380 HEALTHY 10 380 9008 BOIS DIARC 10 11 380 HEALTHY 10 380 9009 GUM BUMELIA 6 6 113 HEALTHY 6 113 9010 ELM 7 8 201 HEALTHY 7 201 9011 ELM 8 8 201 HEALTHY 8 201 9012 ELM 11 15 707 HEALTHY 11 707 9014 ELM 6 6 113 HEALTHY 6 113 9015 ELM 7 11 380 HEALTH' 7 380 9016 OAK 20 18 1017 HEALTHY 20 1017 9017 BOIS DIARC 6 7 154 HEALTHY 6 154 9018 BOIS DIARC 4 6 113 HEALTHY 4 113 9021 BOIS DIARC 9 11 3BD HEALTHY 9 380 ! 9022 BOIS DIARC 6 7 154 HEALTHY 6 154 1 9023 OAK 38 22 1520 HEALTHY 38 1520 9024 ELM 14 16 804 HEALTHY 14 804 9025 ELM 6 9 254 HEALTHY 6 254 9026 ELM 7 8 201 HEALTHY 7 2011 9027 ELM 6 10 314 HEALTHY 6 314 1 9028 ELM 18 20 1256 HEALTHY 18 1256 9029 ELM 25 21 1385 HEALTHY 25 1385 9030 ELM 7 12 452 HEALTHY 7 452 9031 ELM 6 6 113 HEALTHY 6 113 9032 ELM 15 16 804 HEALTHY 15 804 9033 ELM 15 15 707 HEALTH' 15 707 9034 ELM 10 9 254 HEALTHY 10 254 9035 ELM 8 10 314 HEALTHY 8 314 9036 ELM 13 14 615 HEALTHY 13 615 9037 ELM 9 8 201 HEALTHY 9 201 9038 ELM 9 12 452 HEALTHY 9 452 9039 ELM 11 13 531 HEALTHY 11 531 9040 ELM 12 14 615 HEALTH' 12 615 9041 OAK 18 17 907 HEALTHY 18 907 9042 ELM 11 14 615 HEALTHY 11 615 9043 BOIS DIARC 6 5 79 HEALTH' 6 79 9044 ELM 6 10 314 HEALTHY 6 314 9045 ELM 14 15 707 HEALTHY 14 707 9046 BOIS DIARC 11 13 531 HEALTHY 11 531 9047 ELM 14 17 907 HEALTHY 14 907 9048 ELM 10 11 3130 HEALTHY 10 380 9049 ELM 16 18 1017 HEALTHY 16 1017 9050 ELM 11 14 615 HEALTHY 11 615 9051 ELM 11 14 615 HEALTHY 11 615 9052 ELM 7 0 0 DEAD 7 0 9053 ELM 15 15 707 HEALTHY 15 707 9054 ELM 16 17 907 HEALTHY 16 907 9055 ELM 15 21 1385 HEALTHY 15 1385 9056 ELM 13 16 804 HEALTHY 13 804 9057 BOIS DIARC 10 11 380 HEALTHY 10 380 9058 ELM 8 10 314 HEALTHY 8 314 9059 ELM 12 16 804 HEALTHY 12 804 9060 ELM 16 20 1256 HEALTHY 16 1256 9061 OAK 11 15 707 LEANING EASTERLY 11 707 9062 OAK 15 17 907 HEALTHY 15 907 9063 ELM 8 10 314 HEALTHY 8 314 9064 ELM 13 20 1256 HEALTHY 13 1256 9065 ELM 22 20 1256 HEALTHY 22 1256 9066 ELM 11 20 1256 LEANING EASTERLY 11 1256 9067 ELM 11 16 804 HEALTHY 11 804 9068 BOIS DIARC 9 14 615 HEALTHY 9 615 9069 BOIS DIARC 10 14 615 HEALTHY 10 615 9070 BOIS DIARC 9 10 314 HEALTHY 9 314 9071 BCIS DIARC 11 10 314 HEALTHY 11 314 9072 BOIS DIARC 11 15 707 HEALTHY 11 707 9073 OAK 18 21 1385 HEALTH' 18 1385 9074 BOIS DIARC 18 20 1256 HEALTHY 18 1256 ' 9075 ELM 36 24 1809 HEALTHY 36 1809 9076 gum bumelia 17 16 804 HEALTHY 17 804 9077 ELM 8 17 907 HEALTHY 8 907 9079 mesquite 10 12 452 HEALTH' 10 452 9080 mesquite 7 11 380 HEALTHY 7 380 9081 mesquite 9 11 380 HEALTHY 9 380 9082 ELM 14 15 707 HEALTHY 14 707 9083 cedar 10 12 452 HEALTHY 10 452 9084 ELM 11 13 531 HEALTHY 11 531 9085 ELM 13 18 1017 HEALTHY 13 1017 9086 ELM 7 11 380 HEALTHY 7 380 9087 ELM 11 14 615 HEALTHY 11 615 9088 ELM 11 15 707 HEALTHY 11 707 9089 ELM 10 10 314 HEALTHY 10 314 9090 ELM 10 11 380 HEALTHY ! 10 380 9091 ELM 10 15 707 HEALTHY 10 707 9092 OAK 30 22 1520 HEALTHY 30 1520 9093 ELM 6 8 201 HEALTHY 6 201 9094 ELM 10 13 531 HEALTHY 10 531 9095 OAK 8 15 707 HEALTHY 8 707 9096 ELM 13 18 1017 HEALTHY 13 1017 9097 ELM 13 15 707 HEALTHY 13 707 9098 ELM 10 18 1017 HEALTHY 10 1017 9099 ELM 15 20 1256 HEALTHY 15 1256 9100 ELM 10 18 1017 HEALTHY 10 1017 9101 ELM 7 10 314 HEALTHY 7 314 9102 ELM 10 15 707 HEALTHY 10 707 9103 ELM 6 8 2D1 HEALTHY 6 201 9104 ELM 12 15 707 HEALTHY 12 707 1 9105 ELM 9 9 254 HEALTHY 9 254 9106 ELM 6 8 201 HEALTHY 6 201 9107 ELM 6 8 201 HEALTHY 6 201 9108 ELM 10 12 452 HEALTHY 10 452 9109 ELM 18 28 2462 HEALTHY 18 2462 ! 9110 ELM 6 10 314 HEALTHY 6 314! 9111 ELM 10 18 1017 HEALTHY 10 1017! 9112 ELM 15 24 1809 HEALTHY 15 1809 9113 ELM 10 12 452 HEALTHY 10 452 9114 ELM 14 16 804 HEALTHY 14 804 9115 ELM 7 10 314 HEALTHY 7 314 9116 ELM 14 20 1256 HEALTHY 14 1256 9133 ELM 8 10 314 HEALTHY 8 314 9134 ELM 8 7 154 HEALTHY 8 154 9136 ELM 12 17 907 HEALTHY 12 907 9137 ELM 8 11 380 HEALTHY 8 380 9138 ELM 8 10 314 HEALTHY 8 314 9139 ELM 8 12 452 HEALTHY 8 452 9140 BOIS DIARC 22 13 531 HEALTHY 22 531 9141 ELM 11 15 707 HEALTHY 11 707 9142 ELM 7 10 314 HEALTHY 7 314 9143 ELM 9 12 452 HEALTHY 9 452 9144 ELM 8 8 201 HEALTHY 8 201 9145 ELM 6 8 201 HEALTHY 6 201 9146 ELM 13 14 615 HEALTHY 13 615 9147 ELM 11 12 452 HEALTHY 11 452 9146 ELM 9 10 314 HEALTHY 9 314 9149 ELM 10 16 804 HEALTHY 10 804 9150 ELM 7 13 531 HEALTHY 7 531 9151 ELM 6 11 380 HEALTHY 6 380 9152 ELM 6 10 314 HEALTHY 6 314 9153 ELM 13 12 452 HEALTHY 13 452 9154 ELM 10 14 615 HEALTHY 10 615 9155 ELM 9 11 380 HEALTHY 9 380 9156 ELM 8 11 380 HEALTHY 8 380 9157 ELM 6 7 154 HEALTHY 6 154 9158 BOIS DIARC 18 20 1256 HEALTHY 18 1256 9159 ELM 8 10 314 HEALTHY 8 314 9160 ELM 6 8 201 HEALTHY 6 201 9162 ELM 6 5 79 HEALTHY 6 79 9163 ELM 13 14 615 HEALTHY 13 615 9164 BOIS DIARC 12 11 380 HEALTH' 12 380 9165 ELM 18 20 1256 HEALTHY 18 1256 9166 ELM 13 14 615 HEALTHY 13 615 9167 ELM 15 14 615 HEALTHY 15 615 9168 BOIS DIARC 13 12 452 HEALTHY 13 452 9169 ELM 9 12 452 HEALTHY 9 452 TREE NO. TREE TYPE TREE CALIPER rREE CANOPY RADIUS TREE CANOPY SQUARE FEET TREES PRESERVED TREE CALIPER REMOVED TREE CANOPY REMOVED TREE CALIPER PRESERVED TREE CANOPY PRESERVED 9171 ELM 11 16 804 HEALTHY 11 804 9172 ELM 18 17 907 HEALTHY 18 907 9173 ELM 8 10 314 HEALTH' 8 314 9174 ELM 10 15 707 HEALTH' 10 707 9175 ELM 10 13 531 H EA LTi-HY 10 531 9176 ELM 10 14 615 HEALTH' 10 615 9177 ELM 8 12 452 HEALTHY 8 452 9178 ELM 6 10 314 HEALTHY 6 314 9179 ELM 7 10 314 HEALTHY 7 314 9180 ELM 9 10 314 HEALTH' 9 314 9181 ELM 7 11 380 HEALTHY 7 380 9182 ELM 13 18 1017 HEALTH' 13 1017 9183 ELM 6 8 201 HEALTHY 6 201 9184 ELM 9 13 531 HEALTH' 9 531 9185 ELM 6 9 254 HEALTH' 6 254 9186 ELM 6 8 201 HEALTHY 6 201 9187 ELM 12 18 1017 HEALTHY 12 1017 9188 OAK 25 20 1256 HEALTH' 25 1256 9189 ELM 6 12 452 HEALTHY 6 452 9190 ELM 14 22 1520 HEALTHY 14 1520 9191 ELM 8 13 531 HEALTH' 8 531 9192 ELM 14 20 1256 HEALTHY 14 1256 9193 ELM 10 14 615 HEALTH' 10 615 9194 ELM 10 16 804 HEALTH' 10 804 9195 ELM 12 20 1256 HEALTHY 12 1256 9196 ELM 11 18 1017 HEALTHY 11 1017 9197 BOIS DIARC 6 8 201 HEALTH' 6 201 9198 HACKBERRY 8 11 380 HEALTH' 8 380 9199 ELM 17 20 1256 HEALTHY 17 1256 9200 ELM 7 10 314 HEALTH' 7 314 9201 ELM 16 18 1017 HEALTHY 16 1017 9202 ELM 6 7 154 HEALTH' 6 154 9203 ELM 8 9 254 HEALTH' 8 254 9204 ELM 8 13 531 HEALTHY 8 531 9205 ELM 11 17 907 HEALTHY 11 907 9206 ELM 10 12 452 HEALTH' 10 452 9207 ELM 11 10 314 HEALTHY 11 314 9208 LOCUST 7 12 452 HEALTHY 7 452 9209 ELM 9 12 452 HEALTH' 9 452 9210 ELM 6 7 154 HEALTHY 6 154 9211 OAK 36 20 1256 HEALTHY 36 1256 9212 BOI S DIARC 10 11 380 HEALTH' 10 380 9213 BOIS DIARC 15 14 615 HEALTHY 15 615 9215 ELM 8 10 314 HEALTHY 8 314 9216 ELM 8 11 380 HEALTH' 8 380 9217 ELM 9 13 531 HEALTHY 9 531 9218 ELM 8 14 615 HEALTHY 8 615 9219 ELM 7 13 531 HEALTH' 7 531 9220 ELM 14 17 907 HEALTHY 14 907 9221 ELM 12 13 531 HEALTHY 12 531 9222 ELM 9 13 531 HEALTH' 9 531 9223 ELM 17 19 1134 HEALTHY 17 1134 9224 ELM 10 16 804 HEALTHY 10 804 9225 ELM 13 17 907 HEALTH' 13 907 9226 ELM 11 13 531 HEALTHY 11 531 9227 ELM 12 20 1256 HEALTHY 12 1256 9228 MESQUITE 18 14 615 HEALTH' 18 615 9229 BOIS DIARC 6 8 201 HEALTHY 6 201 9230 ELM 7 13 531 HEALTH' 7 531 9231 ELM 11 12 452 HEALTH' 11 452 9232 ELM 6 8 201 HEALTHY 6 201 9233 ELM 12 14 615 HEALTHY 12 615 9234 ELM 9 13 531 HEALTH' 9 531 9235 BOIS DIARC 10 11 380 HEALTHY 10 380 9236 ELM 14 20 1256 HEALTH' 14 1256 9237 ELM 10 13 531 HEALTH' 10 531 9238 ELM 6 7 154 HEALTHY 6 154 9239 BOIS DIARC 7 10 314 HEALTHY 7 314 9240 ELM 6 7 154 HEALTH' 6 154 9241 ELM 12 14 615 HEALTHY 12 615 9242 ELM 11 15 707 HEALTHY 11 707 9243 ELM 12 10 314 HEALTH' 12 314 9244 ELM 8 10 314 HEALTHY 8 314 9245 ELM 13 15 707 HEALTH' 13 707 9246 ELM 10 12 452 HEALTH' 10 452 9247 ELM 12 13 531 HEALTHY 12 531 9248 ELM 13 14 615 HEALTHY 13 615 9249 HACKBERRY 15 13 531 HEALTHY 15 531 9250 WILLOW 35 17 907 HEALTHY 35 907 9251 BOIS DIARC 10 10 314 HEALTHY 10 314 9252 WILLOW 28 18 1017 HEALTHY 28 1017 9253 BOIS DIARC 10 8 201 HEALTHY 10 201 9254 WILLOW 11 13 531 HEALTHY 11 531 9255 WILLOW 13 12 452 HEALTH' 13 452 9267 GUM BUMELIA 7 12 452 HEALTHY 7 452 10000 ELM 10 13 531 HEALTHY 10 531 10001 HERCULES CLUB 10 8 201 HEALTHY 10 201 10002 HERCULES CLUB 8 7 154 HEALTHY 8 154 TOTALS 2.608 140,989 664 39,341 1,944 101,648 PERCENT TREE CANOPY! 100% 280% 72% DRAWN BY: SCB CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: I ISSUE FOR PRICING: I REVISIONS: No. I Description Date B E R K E N B I L E LANDSCAPE ARCHITECTS 2355 Johnson Rd Southlake, Tx 76092 (214) 922-9946 0 2024 by RPGA DESIGN GROUP, INC. All rights reserved. The arrangements depicted herein are the sole property of RPGA DESIGN GROUP, INC. and may not be reproduced in any form without its written permission. U Of 00 z 0 � rn N LU Z _ w X Q w r` 0) (� Z rn N 0 Q o J , W aU) ° In W U) U) X W L z w F-� 2 I � 0 Q V W 0 rr— v! W LL > W � = 0 o > U Q w F N W Q U) 0 Z riZ_ z I 1,e111 N 0 LU � Q L1 w - � Lo r Q x Lu 0 U 0 z0 LL LU U�U LU z O LU J Ucv W U > Q N Q m U) m Q z 0 > Q � G m v2>Lu O zZ:) LL >00� 't z rn V! C� G m U) D Q z ��Luz0-) Q J,20Lo J = O W m �CDUU W 0 0z0.L e 1 LL z CO Q �000� 2 0 U CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION TREE CONSERVATION IDENTIFICATION CHARTS SHEET NO. TC-2 LL SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) ti N N O N W 0 Z Q W Q O J n O C O U 0) N O U7 O I` O O N I O Q ry U rn N LL O N U) U I O Q) co U W O co O ti O O N 1 0_ ry i D_ ry L N LL N U Q J m X O S2 O 0 U Q J m U'i Q n 0 Z Q W 75 Q LU J b d r M O N -The following activities are prohibited withIn ft limits of the critical root zone of any protected tries subject ,.. "_ •. •...-::.:.:. .......::..:..--''the provisions of the Tree Preservation Ordinance. The following procedures shall be followed onall types of w '.:-�'=��'� -.: '.. - - - - - - � = - construction projects(including residential, mmercial, and municipal public domain projects). 1. .................... Material rage: No storage or placement of materials intended foruse in construction or waste :'.:.. -..-..:..:...-..:..:..:... r..:...:...'..:..:... - .. , . .. ... . :...:..::.......:...:.......:........:...:..:...:.. :...:...:.............._....:........_.:...:...,,...:.:--.:.:- :. . •.materials accumulated due to excavation or demolition shall be placed within the limits of the critical root ::.:::::::::.:::.::::::::.. ::.. zone of any protected tree, , EL .. .... ...: : ..:..:.....: :............... ...... ...... ......... ............:.... .' ;': ;'::^:=;`'::.:::..:,..:.::..:::..:..::...::.:•.:•:=..:°:.: '.:=: : 2. Equipment Cleanln I Cleaning/Liquid Disposal, Na equipment be leaned or other liquids, includin _ :. _ -, Eli � :...:.:. .: .....................:.:..:.:..:..:..:.:.:.........:..:.:.:.:.:..:...:. :.: Y: <:.: ........... . ..... ............. •.. ,.............. ,.. , .......... ,................ , _ _ .. _ _ _ .. : .. _ :....... . ..............................................-..,............. without,.:... ... :.:.:. .......:...:...:..:.:.. „ .::,.: limitation, Paint, aII, solvents asphalt, concrete, mortar or similar materials deposited or allowed to flow into the critical root zone of a Ptected tree. M - ., . ' ' � � _- .,. - a .. - •'.: - M °::'::::.•< <.-:::-: - , ' : .:. ;...:.:..-:.: 3. Tree Attachments: signs, fires or other chm nts r these of a protective nature, shall , w atta a the than n , - .' .... ,. .. .. .. - .:'...:...:...:- :... ... ........:....:....:.......:...:.......:...:...:..... tta eras" No O �Y `• '1C.9.:�'YyhR`a'.kJ- - d«5'.'Y'tR�..' :.f, - attached aprotected a be ttach d to tree -� � rY w 4. Vehicular Traffic.No vehicular and/or construction equipment traffic or parking shall take place within —�- SINGLE TREE the critical root zone of any protected tree other than an existing street pavement. This restriction does TREE CLUSTER= ' not apply to single incident access within the critical root zone for u f pp y g purposes of establishing the building pad and associated lot grading, vehicular traffic necessary for routine utility maintenance, emergency restoration Of utility service, or routine mowing operations. �!, 5. Grade Changes: No grade changes shall be allowed within the limits of the critical root zone of any TREE TREE TREE protected tree unless adequate protective construction methods are approved in advance in writing by the PROTECTION PROTECTION PROTECTION Administrative Official. SIGN SIGN SIGN 2"X4" LUMBER / 6. Impervious Paving: No paving with asphalt, concrete or other impervious materials shall be placed WIRE within the limits of the critical root zone of a protected tree except as otherwise allowed in this Ordinance. 7. No heavy equipment, including but not limited to trucks, tractors, trailers, bulldozers, bobcat tractors, HIGH VISIBILITY PLASTIC MESH FENCING HIGH VISIBILITY PLASTIC MESH FENCING , compressors, and hoists, shall be allowed inside the drip -line of any protected tree on any PROTECTIVE FENCING: construction site without prior written approval of the Administrative Official. " "trenchers, Orange Vinyl construction fencing, chain link fencing, snow fencing or other similar fencing at least four feet (4`) high and supported at a maximum of ten -foot (10') intervals by approved methods sufficient enough to keep the fence & Root Pruning: All roots two Inches or larger in diameter which are exposed as a result of trenching or upright and in place. The fencing shall be of a highly visible material, and shall have a tree protection sign affixed to other excavation shall be cut off square with a sharp medium tooth saw and covered with pruning the fence every twenty (20) feet in such a manner to be clearly visible to the workers on -site- compound within two hours of initial exposure. PRIOR TO CONSTRUCTION: The contractor or subcontractor shall construct and maintain, for each protected tree or group of trees on a construction The fallowing procedures shall be followed on all types of construction projects (including residential, site, a protective fencing which encircles the outer limits of the critical root zone of the trees to protect them from In situations where a protected tree remains in the immediate area of intended commercial, and municipal / public domain projects). construction activity. All protective fencing shall be in place prior to commencement of any site work and remain in construction and the tree may be In danger of being damaged by construction place until all exterior work has been completed. equipment or other activity, the contractor or subcontractor shall protect the 1. Protective Fencing: Prior to the issuance of any building or earth disturbance permit, or commencing tree with 2"x4" lumber encircled with wire or other means that do not damage construction, the owner, contractor or subcontractor shall construct and maintain, for each protected tree TYPICAL TREE PROTECTION FENCING on a construction Site, a protective fencing which encircles the outer limits of the critical root zone of the the tree. The intent is to protect the trunk of the tree against incidental contact tree to protect it from construction activity or in cases of heavily wooded sites, as approved by the NO SCALE by large construction equipment. Administrative Official. TYPICALBARK PROTECTION 2. All protective fencing shall be in place prior to commencement of any site work and remain in place until NO SCALE all exterior construction activity at the site has been completed. 3. Protective fencing shall be at least four (4) feet high, clearly visible, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible to workers on the site. 4. The use of orange vinyl construction fencing or other similar fencing is generally permitted only if there is no construction or vehicular activity within ten (10) feet of the fence. If construction activity or vehicular traffic is expected within ten (10) feet of the fence, the fiance shall be constructed of chain link or other similar metal, wooden material or semirigid vinyl tape fencing supported with a top support wire or equivalent support material affixed to metal or wooden posts, all of which shall be six (6) feet in height. 5. All protective fencing shall be supported at a maximum of ten 10 foot intervals b approved methods P 9 PPo ( ) Y PP sufficient enough to keep the fence upright and in lace for the duration of the construction. 9 PP 6. The owner shall cause the required fencing to be installed and maintained for the duration of the q 9 construction. r CANOPY 7. For permits involving trenching such as sewer services, irrigation systems or underground electrical work, the applicant shall provide sufficient plans to provide protection of the trees in the vicinity of the work. ..:: -- - - - - - - - - 8. The "tree protection sign' tree reservation instruction detail sheet and approved tree conservation tan P 9 P PP P shall be posted at each entrance to the subject roe upon which one or more trees subject to the Pa l property rtY Po j I permit is situated and at an other location designated b the Administrative Official. Pe , Y 9 Y 9. All of the above conditions must be adhered to and inspected by a city inspector prior to the issuance of n permits. - - Y 1 _w w w w w w w w www w P CwwWwww �t W w Wwwww WwwW wWwWww 9 C w w w w W w w w w w lw ' 4 •L w w .L�—.r• w � w"' - p - D w w w �� „r. c� M1 '�..w.s.�:z:,:. " � v,y; x.:: �. . W www w w wwwwww .r�� Wwwww w _ w w w '. � "#'�•F��W :•� _. _ - '1 J tr _ w J. .4 '`.tkS :Cis • +. 4`„ `4 - _ '` .:'�. Ww .4 w .Y Y�. -.�•:. ww wW w.y w �ww�www www Wwwww ww ww wW /�yf/�-^+F�, W Wwwww ww www Wwwww ww wwww_�w w w w W��� w-Y o � 1! .Yw W,wWw W w w w W w w w •L w / W w - P ' , q Qy w w w � -: �:-' w Www w Wwwww w w wwwwww www W w w w -7J w W W � _ w • w w W w .r-w Wwwww wwww wwww wwwwww www wwww wwwwwwwwww ,-rLywwWw p - 4• q e w .✓ .c. A. Make partial Gut from beneath, at a point several Inches away from the trunk. w w wr w w w w w w w w .� w .v w w w w ww ww ww Q D q• Q .vwwwwww DRIP LINE DRIP LINE w W w wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwWwww w w - 4 ' www "" '" S. Make a second cut from above several inches out from the first cut, to allow the limb to fall Safely. ✓� TRUNK CRITICAL. R06T ZONE C. Complete the jab with a final cut just outside the branch collar, the raised area W (CONCEPTUAL) TO 201(CONCEPTUAL) RADIUS that Surrounds the branch where it joins the trunk. OUTERMOST DRIP LINE FOR CONCENTRIC CIRCLE i�\ice\i/\\i�\ice\ice\i\\ice\ice\i�\i�\ice\ice\ice\i i\\ice\i�\ice\i�\i\\ice\ice\i\\ice\i O /\\�/�\�/�\�/�\�/�\�/� �\�\\�/�\�/�\�/�\� TYPICAL TREE PRUNING f/\\/\\%\\\\\\\\\\\\/� NO SCALE N\\//\\'/\\\\//\\� TRENCH - 40% ROOT IQLL, TUNNELING SAVES ROOTS CRITICAL ROOT ZONE: SOUTH LAKE -- The area of undisturbed natural soil around a tree defined by a concentric circle with a radius to the distance from the tree trunk to the outermost portion of the drip line. PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION DRIP LINE: A vertical line run through the outermost portion of the canopy of a tree and extending O Q to the ground. STANDARD CONSTRUCTION DETAILS STANDARDROOT ZONE AREA BORING: TREES Boring of utilities under protected trees shall be required in those circumstances where it is NO SCALE not possible to trench around the critical root zone of protected trees. When required, the length of the bore shall be the width of the critical root zone at a minimum and shall be a TREE PROTECTION DETAILS a LLJ minimum depth of 48 inches. NOTE: THIS STANDARD DETAIL SHEET IS TO BE USED AS A GUIDE ONLY. CONSULTANTS ARE TO REVIEW TYPICAL TREE BORING AND TUNNELING AND VERIFY ADEQUACY FOR THEIR PROJECTS, FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY REVISION DATE; FILENAME: NO SCALE OF THE SPECIFIC PROJECT ENGINEER SEPTEMBER,2015 SD-10 TREE-pWG SHEET: SD-10 DRAWN BY: SCB CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: I ISSUE FOR PRICING: I REVISIONS: No. I Description Date B E R K E N B I L E LANDSCAPE ARCHITECTS 2355 Johnson Rd Southlake, Tx 76092 (214) 922-9946 0 2024 by RPGA DESIGN GROUP, INC. All rights reserved. The arrangements depicted herein are the sole property of RPGA DESIGN GROUP, INC. and may not be reproduced in any form without its written permission. U U) Z 0 E N �? LU _ x a W r` (� Z N 0 Z o J • W aU) ° i) U c>7 aW x L LW Z �� 2 I � 0 Q V LU O r— vJ D W LL > UJ L = 0 W � U Q F cf Ill Q U) z z ri z _W) 0 W �< T L0 Q O0 LU O z0ti LL LU U�UUN LLJ Z O LU J �w�Qw LU>F- Q Lr- N Q> m Q U) m Q Z 0> Q G U�>Lj~U O Z � > � Z U) Z ��LUZrnQ Q J,2OLn~ _ W m �CDUU W O O Z LL Y 1 L.L. U) ZCO Q O n/ O m 2 O U CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION TREE CONSERVATION DETAILS SHEET NO. TC-3 LL SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) CAST STONE DETAIL TYPICAL PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH ACCENT COLOR METAL WALL COPING PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH METAL CANOPY METAL WALL COPING 12" ALUMINUM LETTERS POTENTIAL ART LOCATION CAST STONE DETAIL TYPICAL 00 i SOUK HLAKE MUNICIPAL SE4CE Ci VTER PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH oil No No No ADMIN. BUILDING ROOF LEVEL METAL 281-011 CANOPY STEEL COLUMN ALUMINUM ;0k STEEL STOREFRONTTYP COLUMN RETAINING , o WALL ADMIN. _BLDG. MAIN LEVEL IJ Ll UTILITY BILL WINDOW TYPICAL DROP-OFF BOX ADMINISTRATION BUILDING WEST ELEVATION SCALE: 1/8" =1'-0" METAL WALL CI PAINTED TILT-L WITH FORM LIN MASONRY FINI: WINDOW TYP. PRE-FABRICATI ALUMINUM CAI\ TYP. STEEL COLUMN A. ADMINISTRATION BUILDING NORTH ELEVATION J SCALE: 1/8" =1'-0" METAL WALL COPING PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH ACCENT COLOR PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH METAL CANOPY STEEL COLUMN 0 0 A ADMINISTRATION BUILDING SOUTH ELEVATION of SCALE: 1/8" =1'4' J I LLL �I_UIVIIV ffl"�r -"-n METAL WALL COPING METAL WALL 0 PAINTED TILT-U WITH FORM LIN MASONRY FINI, AWN 1ONI9161UTAW1a ADMINISTRATION BUILDING EAST ELEVATION 1. SCALE: 1/8" =1'-0" ■I ICI - ----------- _ -- ----- - ALUMINUM STOREFRONT TYP PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH J I LLL IJtJLUIVIIV METAL WALL COPING METAL WALL COPING THE BUILDING EXTERIOR WALLS MEET THE MASONRY ORDINANCE 557-A REQUIREMENTS, WHERE 80% OF THE EXTERIOR WALLS SHALL BE CONSTRUCTED OF MASONRY OR GLASS FOR THE BUILDINGS UNDER S-P-2 ZONING. METAL WALL COPING PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH 11N. BUILDING ROOF LEVEL 28'-0" PRE -FABRICATED ALUMINUM CANOPY TYP. ADMIN. BLDG. MAIN LEVEL 14'-0" STEEL COLUMN )MIN. BLDG. LOWER LEVEL 0' -0" PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH ACCENT COLOR PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH DMIN. BUILDING ROOF LEVEL 28'-0" METAL CANOPY STEEL COLUMN ALUMINUM STOREFRONT TYP ADMIN. BLDG. MAIN LEVEL 14'-0" RETAINING WALL ADMIN. BLDG. LOWER LEVEL 0'-0" ADMIN. BUILDING ROOF LEVEL 28'-0" PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH WINDOW TYPICAL ADMIN. BLDG. MAIN LEVEL — 14'-0" PRE -FABRICATED ALUMINUM CANOPY TYP. STEEL COLUMN ADMIN. BLDG. LOWER LEVEL o' - on i DRAWN BY: CDW CHECKED BY: B.O. DATE: 04/01 /2024 ISSUED FOR PERMIT: ISSUED FOR PRICING: REVISIONS: No. Description Date 0 2024 by RPGA DESIGN GROUP, INC. All Rights reserved. The arrangements depicted herein are sole property of RPGA Design Group, INC. and may not be reproduced in any form without its written permission V) ( N . U 0 H z� W � rn H ?Co 0 ry � Co N m _ Z H Z � a Og �� r, W rn N U r v n Q a i; OD N � z to ,n W l;J _ I --I U W 0 I- . V) O LL z LLB: U Q S LLJ ■■z w a nn . z z w LU Z M L.L OW °aLU C� LL Lu z 0 ZLU LU V F—O = V W >zoacaN� �W>LU ~N= �Cf)amCj)F-0 —a�aaa� O mv�>LU > Z =C W I� ZR�WZ� U-)a QJ�V(O J 06 W O V Q Wtn (fl Z 0 ~0=mH U) Z _j U) a°ao V 04/01 /2024 CITY CASE NO. ZA24-001 0 SHEET NO. SP-ELEV-1 SERVICE BAY E 19'-On GUTTER DOWNSPI STEEL CC SERVICE BAY E 0' - 011 PANEL TYPICAL SERVICE BAY BUILDING -WEST ELEVATION SCALE: 1" =10'4' UV LLfIf\V 1 1 r _ �C) w STANDING SEAM GUTTER Q z 2,::,METAL ROOF 1 JLI� I IIJIVfIL lJ V LI\I ILfIV I.J lJ 111\ I I r. DOOR TYP. PRE -FABRICATED ALUMINUM CANOPY TYP. V U V V IVJ r V U I J V V I I I I VVIIVUI/VV 1Ir. BOOTS TYP. UVLLfIf1V 1 1 r. JLU I IVIVfIL U V LI\I ILfIV DOOR TYP. IMIN =110 I IMM Wit I III III III III 'III III III III 'I III LII III III III II\_III III \ 11 D METAL WALL DOWNSPOUTS WITH METAL WALL WINDOW TYP. DOOR TYP. PANEL TYPICAL BOOTS TYP. PANEL TYPICAL 2 SERVICE BAY BUILDING -WEST ELEVATION SCALE: 1" = 10'4' SERVICE BAY BUILDING ROOF LEVEL 19'-01 — — SERVICE BAY BUILDING LEVEL 01 _ 011 — , SERVICE BAY BUILDING - NORTH ELEVATION J SCALE: 1" =10'4' IVIL IfIL VVfILL PANEL TYPICAL STANDING SEAM METAL ROOF GUTTER PRE -FABRICATED ALUMINUM CANOPY TYP. STEEL COLUMN DOWNSPOUTS WITH BOOTS TYP. _ I U • n A1.Ir I1.In nIrA nA MMIr rAMMIl ATrn I ITTrrI V V I I V V V V V 11 1 5 SERVICE BAY BUILDING - EAST ELEVATION SCALE. 1 =10 -0 SERVICE BAY BUILDING ROOF LEVEL 19'-011 GUTTER STEEL CC SERVICE BAY BUILDING MID LEVEL -1'-011 DOWNSP SERVICE BAY BUILDING LOWER LEVEL -2'-011 SERVICE BAY BUILDING - EAST ELEVATION SCALE: 1" = 10'-0" V V V V I V J I V V I V V V 1 1 I I V V V I I 1 1 1 BOOTS TYP. UTTER WNSPOUTS ITH BOOTS TYP. EEL COLUMN BOLLARD TYP. SECTIONAL OVERHEAD DOOR TYP. SERVICE BAY BUILDING ROOF LEVE 19'-011 SERVICE BAY BUILDING LOWER LEV -2'-011 - - A SERVICE BAY BUILDING - SOUTH ELEVATION at SCALE: 1"=10'-0" I V I L I fl L V V flL L V V I I V V V V V III PANEL TYPICAL V VLLfI I I I . 1 11 Ivi" I — v -- PANEL TYPICAL JLV I I V I VEIL V V LI\I II_ DOOR TYP. = 1 STANDING SEAM METAL WALL PRE -FABRICATED C) w' r.1 ITTrrI RACTAI r3!lllC r)AAIC1 T\/nif-AI Al I IRAIAII IRA f-AT\/r] if — 1 THE BUILDING EXTERIOR WALLS DO NOT MEET THE MASONRY ORDINANCE 557-A REQUIREMENTS, WHERE 80% OF THE EXTERIOR WALLS SHALL BE CONSTRUCTED OF MASONRY OR GLASS FOR THE BUILDINGS UNDER S-P-2 ZONING V\J VV IVJr IJU IS WITH BOOTS TYP. SERVICE BAY BUILDING ROOF LEVEL 19'-0" SERVICE BAY BUILDING MID LEVEL i SERVICE BAY BUILDING LOWER LEVEL i STANDING SEAM METAL ROOF GUTTER PRE -FABRICATED ALUMINUM CANOPY TYP. STEEL COLUMN DOWNSPOUTS WITH BOOTS TYP. SERVICE BAY BUILDING ROOF LEVEL GUTTER STEEL COLUMN DOWNSPOUTS WITH BOOTS TYP. SERVICE BAY BUILDING LEVEL 0'-011 PANEL TYPICAL uv�� "v DOOR TYP v V ^v BOOTS TYP. v �V II.��V� vvv" PANEL TYPICAL V� IIV���V DRAWN BY: CDW CHECKED BY: B.O. DATE: 04/01 /2024 ISSUED FOR PERMIT: ISSUED FOR PRICING: REVISIONS: No. Description Date 0 2024 by RPGA DESIGN GROUP, INC. All Rights reserved. The arrangements depicted herein are sole property of RPGA Design Group, INC. and may not be reproduced in any form without its written permission N U 0 Z W N o Co N m Z Z a Og �� r, W N Q UOD I: N � 0 z to ,n W l;J � _ I --I U W 0 I- . V 1 o LL W~ I U Q 0 0 LLJ Ln ■■ IL Ln nn . z z z w �E � ■ W M Cn Z Ow OLa LU C� LLww�zo Z0\ LU Jc>>U III-w >zloacaN� �w>~�"'� ��aCn mCn1---0 —aIII �aaa� mvM>w00a W 5 W LIL in a LLI ZR ap (n CV, wZa' H L1i QJ�V(Oa J�owm� � Q Wtn�0Z�_j Z tLL Cn Z Cn o IOC=mH Cn� a°ao ~ _ Cn V 04/01 /2024 CITY CASE NO. ZA24.001 0 SHEET NO. SP-ELEV-2 FALL PROTECTION ASPHALT SHII ROOF INTEGRAL COLOR CMU DOOR TYP. 04 PUBLIC SAFETY TRAINING TOWER - WEST ELEVATION SCALE: 1/8" = 1'-0" FALL PROTECTION TYP. ANCH POINT DOWI TYP. FALL TYP. ANCH POINT INTEC COLC DOOF BALCI RAILIP BALCI DOOF BALCI ... , PUBLIC SAFETY TRAINING TOWER - EAST ELEVATION J SCALE: 1/8" =1'-0" RE TRAINING TOWER - ROOF LEVEL 44'-0" TRAINING TOWER - FOURTH LEVEL — — — 33'-0" RE TRAINING TOWER - THIRD LEVEL 22' - 0" TRAINING TOWER - SECOND LEVEL —11' - 0" RE TRAINING TOWER - FIRST LEVEL 01 011 5� — FIRE TRAINING TOWER - ROOF LEVEL 44' - 0" FIRE TRAINING TOWER - FOURTH LEVEL 33' - 0" FIRE TRAINING TOWER - THIRD LEVEL 22'-011 FIRE TRAINING TOWER - SECOND LEVEL — 11'-0" FIRE TRAINING TOWER - FIRST LEVEL 0'-0" FALL PROTECTION TYP. ANCH POINT DOWI TYP. INTEC COLC STUC DETA BALCI BALCI INTEC COLC VV IIN V\I VVJ I Ir. PUBLIC SAFETY TRAINING TOWER - NORTH ELEVATION 1. SCALE: 1/8" = 1'-0" C VTC DIlIE) CTA IBC IA ITC('_E) AI A PUBLIC SAFETY TRAINING TOWER - SOUTH ELEVATION at SCALE: 1/8" =1'-0" THE BUILDING EXTERIOR WALLS MEET THE MASONRY ORDINANCE 557-A REQUIREMENTS, WHERE 80% OF THE EXTERIOR WALLS SHALL BE CONSTRUCTED OF MASONRY OR GLASS FOR THE BUILDINGS UNDER S-P-2 ZONING. RE TRAINING TOWER - ROOF LEVEL 44'-0" TRAINING TOWER - FOURTH LEVEL 33'-0" ?E TRAINING TOWER - THIRD LEVEL 22'-Oil TRAINING TOWER - SECOND LEVEL 11'-0" RE TRAINING TOWER - FIRST LEVEL 0'-011 ,LL PROTECTION P. ICHOR FIRE TRAINING TOWER - ROOF LEVEL )INT TYP. 441 _ 011 )WNSPOUT P. ,LL PROTECTION P. ICHOR FIRE TRAINING TOWER - FOURTH LEVEL )INT TYP. 33' _ 0" EGRAL -OR CMU UCCO :TAIL TYP. FIRE TRAINING TOWER - THIRD LEVEL 22' - 0" ,LCONY ,LCONY AILING TYP FIRE TRAINING TOWER - SECOND LEVEL ,LCONY 111-011 EGRAL -OR CMU FIRE TRAINING TOWER - FIRST LEVEL — — — 01 _ 011 DRAWN BY: CDW CHECKED BY: B.O. DATE: 04/01 /2024 ISSUED FOR PERMIT: ISSUED FOR PRICING: REVISIONS: No. Description Date 0 2024 by RPGA DESIGN GROUP, INC. All Rights reserved. The arrangements depicted herein are sole property of RPGA Design Group, INC. and may not be reproduced in any form without its written permission V) ( N . U o Zr, rn� 0 Co Co rn A V M m _ Z Z 00 a Og �� r, W N Q UOD a I: N � 0 z to ,n W �;J r~U ^ W 0 I- . V) o LL I W" U Q 0 C LLJ ■■ IL Ln n_ . ■ z z z w W M Cn Z OW °La LU C� L.L Lu z 0 ZLU o LU V F- = V 1",_ W >zloacaN>- LU � LLI > N = �_QmU)F-O —a aaa� O MM — > CCLU Z WUG>LU = W W WE 00 � a LLI ZR(V,WZ� ap (n r H U-)QJ�V(OQ J IW O LU Wtn�0Z ~p z o�=mom Cn>- Q°ao H _ Cn V 04/01 /2024 CITY CASE NO. ZA24.001 0 SHEET NO. SP-ELEV-3 1'-4" 18'-0" 18'-0" 1'-4" TYP TYP. 00 00 COVERED PARKING - EAST ELEVATION SCALE: 3/16" =1'-0" 2'_4"� 14'-0" (E2'-4" ,, COVERED PARKING - SOUTH ELEVATION 1. SCALE: 3/16" =1'-0" COVERED PARKING - WEST ELEVATION METAL ROOF METAL ROOF STEEL ROOF JOIST STEEL ROOF, STEEL BEAM STEEL BEAM STEEL COLUMN STEELCOLUN at SCALE: 3/16" =1'-0" 1'-4"-�, (i- 30'-0" 30'-0" �1._4" r POLE BARN - EAST ELEVATION J SCALE: 3/16" =1'-0" 1' - 4" 30' - 0„ POLE BARN - WEST ELEVATION SCALE: 3/16" =1'-0" METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN 30' - 0" - 1' - 4" - METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN 2._411(i- 14'_0,, (7L21_41, D Slope] , COVERED PARKING - NORTH ELEVATION J SCALE: 3116" =1'-0" C. POLE BARN - NORTH ELEVATION V SCALE: 3116" =1'-0" 1' ^" A POLE BARN - SOUTH ELEVATION V SCALE: 3116" =1'-0" C �_V-4" METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN DRAWN BY: CDW CHECKED BY: B.O. DATE: 04/01 /2024 ISSUED FOR PERMIT: ISSUED FOR PRICING: REVISIONS: No. Description Date 2024 by RPGA DESIGN GROUP, INC. - All Rights reserved. The arrangements depicted herein are sole property of RPGA Design Group, INC. and may not be reproduced in any form without its written permission - Y1 0 N . U o Ln Ln Z W N rn I--i f- Z 0 00 v rn In V N M M Z H Z 00 O Z Q 'L . n J a W n M Q U00 a r; 0 Z (D W x w H E- W o 3 . F�I o lL W U 0 Q 0 0 Ld u; a ■■ t� ■■ z z z Ui 00 LJJ M Q L.LZ ���x 0W ° aLU C� z L.L Lu 0 Z o LU V = V W Z000NI- >LU �W>H�CV� ��QmCj) O —Q�QQaC� mv2>LU00 � =) W WEMU)�a� W 00 r Z Q to O QJ�C)UQ J = W in cv) a 0 � Z LUU)LL Z LL Q �Z�J ~0 =mH U) 0 Q Q O U) V 04/01 /2024 CITY CASE NO. ZA24-001 0 SHEET NO. SP-ELEV-4 1 1 COVERED FLEET PARKING - EAST ELEVATION SCALE: 3/16" =1'4' Al A" /^ t- .. ... ,, COVERED FLEET PARKING - SOUTH ELEVATION 1. SCALE: 3/16" =1'4' A COVERED FLEET PARKING - WEST ELEVATION ht SCALE: 3/16" =1'-0" / 4' An METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN 6 ROOF COVER AT STORAGE CONTAINERS - WEST ELEVATION SCALE: 3/16" =1'-0" Dina Di rJCKS CS 10 WASHOUT PIT - NORTHIWEST ELEVATION SCALE: 3/16" =1'-0" c v METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN 7 ROOF COVER AT STORAGE CONTAINERS -SOUTH ELEVATION SCALE: 3/16" =1'-0" WASHOUT PIT - SOUTHIWEST ELEVATION SCALE: 3/16" =1'-0" nnn1noCTC DIAI DI r%r'IlO 3 COVERED FLEET PARKING - NORTH ELEVATION SCALE: 3/16" =1'4' METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN 8 ROOF COVER AT STORAGE CONTAINERS - EAST ELEVATION SCALE: 3/16" =1'-0" CONCRETE BIN BLOCKS 2'-0" X 2'-0" X 4'-0" 4'-0" HIGH (2 BLOCKS T 24' - 0" TYPICAL) i o C of q WASHOUT PIT - SOUTHIEAST ELEVATION ,1. SCALE: 3/16" =1'-0" METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN ELECTRIC VEHICLE CHARGING STATION c c Al A -I METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN 9 ROOF COVER AT STORAGE CONTAINERS - NORTH ELEVATION SCALE: 3/16" =1'-0" �, WASHOUT PIT - NORTH/EAST ELEVATION IJ SCALE: 3/16" = 1'-0" METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN =TAL )OF 'EEL )OF IIST 'EEL :AM 'EEL )LUMN DRAWN BY: CDW CHECKED BY: B.O. DATE: 04/01 /2024 ISSUED FOR PERMIT: ISSUED FOR PRICING: REVISIONS: No. Description Date 2024 by RPGA DESIGN GROUP, INC. - All Rights reserved. The arrangements depicted herein are sole property of RPGA Design Group, INC. and may not be reproduced in any form without its written permission Yl 0 N . U Ln z W rn Z 00 rn In V N M M Z.ti Z Z Cx O g r.r, a W N Q UOD a r: N In V, 0 2 z to (D W Ill-4 U W 0 I- . v) F�I o lL W U Q 0 0 F�w- D V) ■■ u; a HE_ N z z z w 00 LJJ M Z a� Q OW °La LU C� z L.LWW�Zo 0 LU V = V Ill— W Z000NI- >LU �W>H�CVM ��amU) Ill- 0 U V a 0 > Z mv2>LU W 5 WEMU)�a� W 00 W � r Z Q to O Q J � L) J= Wm� U) 0 ZZ�Q LLJcn 0LL ~0 Z�J =mH U) O Q 0 _ U) V 04/01 /2024 CITY CASE NO. ZA24-001 0 SHEET NO. S P— E L EV-5 1 28'-U" � � � I2'-U"1 28'-U" I2'-U"7 28'-U" 2'-U"1 26'-U" �1'-U"7 28'-U" I" -U'I 1 1 MATERIAL BIN STORAGEISPOILS - NORTH ELEVATION SCALE: 3/16" =1'-0" 2 MATERIAL BIN STORAGEISPOILS - NORTH ELEVATION SCALE: 3/16" =1'-0" 41 A11 IN MATERIAL BIN STORAGEISPOILS - EAST ELEVATION METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN CONCRETE BIN BLOCKS 2'-0" X 2'-0" X 6'-0" 8'-0" HIGH (4 BLOCKS TYPICAL) 1 A MATERIAL BIN STORAGEISPOILS - WEST ELEVATION v SCALE: 3/16" =1'-0" SCALE: 3/16" =1'-0" 5 MATERIAL BIN STORAGEISPOILS - SOUTH ELEVATION SCALE: 3/16" =1'-0" e- r A , A ,' 6 MATERIAL BIN STORAGEISPOILS - SOUTH ELEVATION SCALE. 3/16 =1-0 METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN CONCRETE BIN BLOCKS 2'-0" X 2'-0" X 6'-0" 8'-0" HIGH (4 BLOCKS TYPICAL) METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN METAL ROOF STEEL ROOF JOIST STEEL BEAM STEEL COLUMN DRAWN BY: CDW CHECKED BY: B.O. DATE: 04/01 /2024 ISSUED FOR PERMIT: ISSUED FOR PRICING: REVISIONS: No. Description Date 2024 by RPGA DESIGN GROUP, INC. - All Rights reserved. The arrangements depicted herein are sole property of RPGA Design Group, INC. and may not be reproduced in any form without its written permission - Yl 0 N . U o Ln Ln Z W N rn I--i Z 0 00 00 v rn In V M M Z M Z CO . x O Z � n J a W n M Q U00 a r; 0 Z V W x w H D E- W o 3 . F�I o lL W U Q 0 F u; a ■■ t� no n z z z w n Ui LJJ 00 M Q Z 0W °La r x LU C� L.LWW�Zo z 0 LU V = V W >LU Z000NI- �W>H�CVM ��Qmcl) O a 0 Z mv2>LU00 �_ W 5 WEMU) W zQto�Z� 00 W r < r 0 Q J J = o L) LU U) 0 LUU) Z 0Z�J Z Q �0 oc=mom U) a0Qo � = cn 04/01 /2024 CITY CASE NO. ZA24-001 0 SHEET NO. SP-ELEV-6 10'-0" 10'-0" 0 0 M of FUEL STATION CANOPY - EAST ELEVATION SCALE: 3/16" =1'-0" 30'-0" FUEL STATION CANOPY -WEST ELEVATION J SCALE: 3/16" =1'-0" METAL CANOPY STEEL COLUMN BOLLARD 8" TYP. METAL CANOPY STEEL COLUMN BOLLARD 8" TYP. 1 nn, - n,, 15'-0" 30'-0" 10'-0" 30'-0" 15'-0" 0 0 i0 2 FUEL STATION CANOPY - NORTH ELEVATION SCALE: 3/16" =1'-0" 1 An, n1- METAL CANOPY STEEL COLUMN BOLLARD 8" TYP. 15'-0" CE 30'-0" 10'-0" 30'-0" CE 15'-0" 0 "v 0 ih A FUEL STATION CANOPY - SOUTH ELEVATION or SCALE: 3/16" =1'-0" METAL CANOPY STEEL COLUMN BOLLARD 8" TYP. DRAWN BY: CDW CHECKED BY: B.O. DATE: 04/01 /2024 ISSUED FOR PERMIT: ISSUED FOR PRICING: REVISIONS: No. Description Date 0 2024 by RPGA DESIGN GROUP, INC. All Rights reserved. The arrangements depicted herein are sole property of RPGA Design Group, INC. and may not be reproduced in any form without its written permission N U o N zW f- rn 0 Co v rn A V M m _ Z H Z 00 w a Og �� r, a W N U a V Q r: OD N � 0 z to ,n W l;J _ I --I U W 0 I- . V) O LL W~ I U Q 0 0 LLJ ■■z a uLn nLU . ■ z z LU M 0L0W °a LU C) LL Lu Z O ZLU o � V F- = V F.- W >zioacaN>- LU � LLI > N = ��amU)F-0 a 0> mvw'00a M > Z � =) W WE 00 ZR�WZ� LO QJ�V(Oa J F- LU 00 � Wtn�0Z�� Z�Q� ~ z 0 =mom U) Q°ao 04/01 /2024 CITY CASE NO. ZA24.001 0 SHEET NO. SP-ELEV-7 PEDESTRIAN GATE PAINTED STEEL PIPE DUMPSTER ENCLOSURE ELEVATION VI SCALE: 1 /4"=1'4r xinTr. PAINTED STEEL GATE 2" TUBE STEEL FRAME W/ 1" TUBE STEEL INTERMEDIATE RAILING W/ OPEN SPACE BETWEEN RAILS 0 6" MAX. STEEL. HANDLE u I r- CONCRETE APRON '---HOLD OPEN PIN/SLEEVE DUMPSTER ENCLOSURE ELEVATION s■� ~ SCALE:1/4"=1'-0" STONE CAP CONCRETE WALL W/ STONE FINISH GRADE RETAINING WALL E L E VAT I O N- TYPICAL Va SCALE: 114"=1'-0" nh MONUMENT SIGN ELEVATION SCALE: 3/8'=1'-O" LED LIGHT ON 25' TALL POLE POLE LIGHT 4" DIAMETER POLE POLE BASE COVER CHAMFERED EDGES CONCRETE BASE GRADE POLE BASE 09 POLE LIGHT No SCALE ENGRAVED SIGNAGE CAST STONE INSERT CAST STONE CAP NOTE: ALL GATE MATERIAL TO BE WROUGHT IRON WELDED CONNECTIONS PRIMED AffD PAi TLb HORIZONTAL RAIL TYPICAL 2" SQUARE VERTICAL RAIL 1" SQUARE VERTICAL PICKETS 5" O.C. MAX. CONCRETE PAVING METAL WHEELS AND TRACK — AS REQUIRED FOR ENTRY GATE 5" 411 CAST STONE SPLIT FACE CMU BLOCK DUMPSTER ENCLOSURE ELEVATION VJ SCALE-1/4"=1'-0" 13'- 2" .,VEHICULAR ACCESS GATE ELIEVATION BRICK SCALE:1/2"=1'-0" CAST STONE WATERTABLE STONE BASE ELECTRIC VEHICLE 10 CHARGING STATION NO SCALE 1 1/2" X 1 1/ TYP. OF 3 PRIVACY SLAT CEDAR WOOD 2 1 /2" X 2 1 STEEL POST A" 3/4" X 3/4" 3 15/16" CLEA CONCRETE POt SLOPE TO DRA GRADE 3 15/16" II �c l■I■I■I■�I�■�I■I■I■I■■�I�■�I�■,.I�. r1iiiii MILIAL CHAIN l METAL AT @ 8 GRADE 9, i cl it DUMPSTER ENCLOSURE ELEVATION SCALE: 1 W--1'-0" DIRECTIONAL SIGN PER THE CITY OF SOUTHLAKE WAYFINDING SIGN SYSTEM PLAN BREAK AWAY POSTS BRONZE COLOR PAINT 5'-1p ALUMINUM PANEL LOGO .COL REFLECTIVE WHITE VINYL LETTERS AND ARROWS PAINTED ALUMINUM PANEL ALUMINUM POST POST COVER no SITE DIRECTIONAL SIGN ELEVATION SCALE: 112"=1'4" I i f i i I I I f I I 1 I I i I I I I I I I I I I I I I I I CONCRETE POST FOOTING all I I I CONCRETE POST FOOTING I I I I I I I I I I I I I I I I I I I I I I 1 f I I I I I I i I i I I i I I I L---J t---J WROUGHT IRON FENCE WITH PRIVACY SLATS . SCALE:112"=1'-0" 12 CHAIN SCALE: 1/21=1'4r LINK FENCE DRAWN BY: CDW CHECKED BY: B.O. DATE: 04/01 /2024 ISSUED FOR PERMIT: ISSUED FOR PRICING: REVISIONS: No. Description Date 2024 by RPGA DESIGN GROUP, INC. All Rights reserved. The arrangements depicted herein are sole property of RPGA Design Group, INC. and may not be reproduced in any form without its written permission Yl Ln N . Ln U Ln N N Z W f- N 0 I--i Z Go m Ifl V Z N M M H Z 00 a Z O n . J W M U `J d Co N 0 Z Q V W x w H W o 3 . o WH U 0 0 Q u; a .■ 0 nn . z z z w n Ui W M Cn I..LZ OW � � r °aLU C� U. W z 0 Z C LU JU W = V W > Z � a N H �W>F_ ��amU)F-0 —a�aaa� 6- 0 mom Z DzpW>MW >w00a =) 1= =) W Z� 00 � WZ� Lty QJ J = aUU)< LU in Of) LU Wtn O'^ � ZZ�� v♦ cn O = m Cn� a°ao V 04/01 /2024 CITY CASE NO. ZA24-001 0 SHEET NO. 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