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Item 6D - PlansBALLA C. WRIGHT DOC. NO. D218204717 9§P 6GUY D.R.T.C.T. I BALLA C. WRIGHT �■ \ OU DOC. NO. D218281862 ! \ 8' HEIGHT WROUGHT IRON FENCE WITH PR/LACY 5L4 TS ' 1147.37 — I N89°39 02 E _ REF IO ARCH PLANS _ -- — AFL ( _ -- _ .-yam- -----{`---------------------- --- — LI ....... LI. .... .� 1•wl�...._ .......... —..—.— — . — u-------��----------_ .---------- -,' —�— 1' - \ 3' ZANQSCAPE—I I `FREUIVE PER I u 3,: w ffl ANE PER n _ s CONCH-� ► ► :: —CITY CUL& (I h- CITY COTE ( )� C� �0 I , .. 12w PA/NIED 30ING GALE (REF �' R �' t C+t�UTili ELECTRIC TRANFORMER I ] u n 4• AWE SKIP BAR TO ARCH PLANS) Sy1E UQNT (TYP) I ' u LL LL LL LL LL LL LL LL LL LLNLL LL L LL LL L.I I�L LL LZ LL LL LL ALL LL LL LL LL LL LL LL LL LL LL LL LL L LL LL LL n n ► LL L L LL LL LL LL LL .. , [7 [yry� yQ LL LL LL LL LLLLLIL Iqµ� LLy�� .'/ /A :. . - WAY r/NDING J/{7/1 : LIL LL LL L LL LL FILL LL '�L LL LL LL LL LL L LLLµLLyLL ► ► . ,' ' . :.." ' LL LL L L LL LL LL LL L LL LL LL LL LL L To LL LL LL LL -. ILLLL��1LL L' �' ''�!_LI LL_ LL LL LL LL LL. LL LL. LL LL LL LLLLL L LL LL LL +LL LLLLFHTd4AAI�R�, 1 '' I 1 Imo••- J- 7 .� MONUMENT S16N L — ^► ► ■ t V �YlAkhiNG SUITING /E (REF To , STAB I ,�FIREZANE PER s CON[ �3 STAFF • :R . STATION w ARCHPLANS LLLLLL n I R s CON[ ) �► I :. RETAINING WALL , ..1 , :..F ;� . ; ..CITY CASE (TYP) P EV CHARGNG ST ' P/Il R LLLLLL : •r. 0' : LLLCLCCLLLLL /, �► ► v- 1 r LLLLLL r— I ; I x . _ :} C - LLLLLL 0 H ► I `N' — - i NS1Z{ .. .L{L{LL�J{Ci{yp LLLLL Q / �j}/•�\��"' n i 1 m �LLLyL�LLLLL I 1 w> :"1 '.�% - - IIII'i•`. c.'�,: .y;v. ,y^, ea• r, : /p �' I-,OL I n ► I L04) CURB RAMP BUILDING IRUCIURAL .LLLLLL HC .7I 1 l--I"I'•I••fT I 30 1 u _LL LLL ► PORCH WITH OVERHANG L 1 -LL C 1 J 'A. ;s �n ► 10 LANDSCAPE \ ca cy ,� . ; . LL L I c� ~ o ► `f1RELANE PER 1 9: 8 .9. RB RAMP BUILDING I l '. HC SIGN 1 VAN L 18UFFER TYPE E' CITY CODE TYP >:... STRUCTURAL P I 6" CONC ( )� 0 R WHEELSIOPS 4 EA. AC BLE LL L I / o► u PROPOSED PORCH WITH j- *... R.:-LL W a :I. II. ! WHEELSTOPS 1 T'► nJi ► 1 PROPERTY LINE w' /3. ASTRATK Bi�� `IIANG r . �O L,'L�L a I -LLLLLL MAX lElQ4T aJ`E` LLLLLL , 1 MAX 1EIGYIT S:. 7p [yi •/gyp LLLLLL .► .. I ,. //� J!7 DUMpPSry/GAR -LLLLLHL ,, n N I bt I W/(J {d1/U LLLUL L� 1 r "" ► ; BUILDING L0AAI1 II f�A ENCLosuRE 26' ° .•: :.... n 8 5 OVERHANG a _LLLLL 1 u ► J ► `' �:::� 0'..R,ya,; =LLLLL , ACCESS GALE REF 1 I I N ► , w' LLL 5 6 CON[ ;Y COVERED COURT YARD .�` r ! ..t..:..;•: 1 I:. FH ARCH PLAINS u ►' 1 71� PO4ARY CONSTRUCTION ELECTRIC IRANFORMER +►�30' R 30�-10'.R n u r I 184 HYDRANT METER.: P1CKIfi'. 1 . vi 1' u 1 RECYCLING DUMPSIER _L I, I n ► ► - "H 5 t�ONC w%8' CAIU ENaoSURE � i. : y!(. ► ► I 1 / / 04ERGLWCY GENERATOR 1 I I - I ► ► " I— — LJ B4Y f. > I' S89°26' 23"W, 592.30' • 8 HEIGHT WROUGHT IRONJ C� crw�n� RETAINING WALL FENCE WITH PRIVACY SLATS I �I.. MAXnio9r 2r2' i i LANDSCAPE REQUIREMENTSUMMARY BUFFERYARDS LOCATION REOUIRED PROVIDED NORTH - REOUIREF PROVIVEF EAST- REOUIREF NOT REQUIRED PROVIFEF SOUTH- REOUIREF NOT REQUIRED PROVIVEF VVEST- BRU141LOW REQUIRED AVE. PROVIDED 1111TERIOR LANDSCAPE BUILDINGS SO. FT. Admin. B+iil+ling '18 ,124 Ser.„ice Bays .14192 Tiaiikiiii+a Towei 6684 19.200 IREOUIREF PROVIVEF FLOW AWA- 16,976 SFx (REF TO ARCH PLANS) I EY.QH. STAnON II N+A (4:�?A ) . I_.. FHA I' 15' SANITARY SENfR L 1 :.. ' HM 4H WALL CONCRETE BIN EASEMENT I I: L BLOCKS !REF TO ARCH I PLANS) ( x TRACT 3 BRUMLOW INDUSTRIAL DISTRICT 8'H06HTWR000HTIRON \ I FENCE WITH PRIVACY SLAIS�� VOL. 388-127, PG. 89 TO ARCH PLANS) (R P . R . T. C. T. EF I I x \\ !� I I :'.::.: + PR�OWD 100 YEAR00 �® FLOOD LINE TRACT 2 \ Lv i.. BRUMLOW INDUSTRIAL DISTRICT APPROXEX/SING100, VOL. 388-127, PG. 89 — I YEAR FLOODPLAIN \ 1 P. R. T. C. T. 40' PIPELINE EASEMENT �. HE CITY OF UTHLAKE 8 CHA/NUNA FENCE VOL. 7160, PG. 2341-- I FH / D.R.T.G.T. `.: '' INST. D.R T20 33845 BUILDING \ I RREZAN£ PER I \ ay N arr coDE LEI-UNTH BUFFERYARP BUFFERYARP CANOPY TREES ACCENT TREES SHRUBS FENCE: SCREENING � STA/NLESS SIEFL / \ I x I' LINEAR FEE TYPE WIFTH FEET HEIGHT & MATERIAL I g � BOLLARDS 3 EA pOAD \ I I OTY (1 1100 LF OTY (2 1100 LF) OTY {8 : 100 LF} WROUGHT IRON FENCE I o� W W I W STA1'l 1.147 SIVE YARF 5 11 23 92 WITH PRAVCY SLATS (effARCH FCAws) 1.147 5A 5 11 23 92 HEIGHT 8 FEET I o PWiD TRAl1�IK3 r� OT NOT NOT I Z � � I NOT REQUIRED NOT REQUIRED NOT REQUIRED NOT REQURED REOUIREF REQUIRED REOUIRECI I I '.AOWAREiEPMl'Ei V \ ARFA I _ I I NOT NOT NOT NOT REOUIRECI NOT REQUIRECI NOT REQUIRECI NOT REQURECI I I / I _ RE+ LIIRE[I REOUIRECI REOUIRECI I I / fZ PLAPRIN P S EME7 -1 : l00 LF} 100 LF 100 LF I i r! k it i C tnp i ( GRAPHIC SCALE 50 0 25 50 100 GRAPHIC SCALE: 1" = 50' LEGEND ® 1 0 PARKING COUNT I FLEXBASE ■ I ff CONCRETE PAVEMENT I I I LLLLLL PERVIOUS PAVING LLLLLL s \1 FIRE LANE I LANDSCAPE AREA I PROPOSED FIRE LNE STRIPING PROPOSED POLE LIGHT b I \ SITE DATA SUMMARY CHART EXISTINGZONING I LAND USE DESIGNATION GROSS/NET ACREAGE NUMBER OF PROPOSED LOTS PERCENTAGE OF SITE COVERAGE AREA OF OPEN SPACE PERCENTAGE OF OPEN SPACE AREAS OF IMPERVIOUS COVERAGE 1 PERCENTAGE OF IMPERVIOUS COVERAGE i BUILDING AREA (FOOTPRINT IN SF) ADMIN. BLDG. SERVICE BAY BLDG. PUBLIC SAFETY TRAINING TOWER NNW 199 STREET -TYPE 10 2 16 NOT REQUIRE[« TOTAL '199 '10E '10 2 4 16 NUMBER OF STORIES I C4 ADMIN. BLDG xo�SERVICE BAY BLDG LAN CIS CAPE AREA % OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER SEASONAL COLOR I -� rMww71 IKUY inraw . /// Y NUI3LIC ')AFL I Y I RAINING I UWLR SO. FT. 11,760 263,516 8,82C 17,695 - - - _ - _, — - _ - - - -�cwr; - - - - -J _ 1 o 1RAINBOW� I I I=zzzz�s- �o====zzz=====__----_---________________�—�F- Q AVTL#E ACCE&9 fiOAD U J J (n J (Q � J I ______________ ______------ ------ __________� 1 m =_ N89°52'19"W, 516.76' UP CV* z ,•� NUSTAR LOGISTICS, L.P. \ w — ,SITE DOC. NO. D208041261 o �\�A D.R.T.C.T. , \I G OWNER: M�s�PNG CITY OF SOUTHLAKE SITE PLAN 1400 MAIN STREET, SUITE 310 C 5� CRESTIAVEN SOUTHLAKE, TEXAS 76092 w — I RIDGEVOOD r 'z PQF � — kARVEST HILL I ■ COY � mROOK:SHIRE I - a I SOUTH RIDGE STONE CREEK COLUMBINE z Q o ANYON 0� a WENTWOOD w J :AIN OLDMILL RUN <bAKFORR =ST � RI w w J > � 1 1 � I n I rrnlioL�i n L VICINITY MAP 1 " = 1500' 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 APPLICANT: RPGA DESIGN GROUP 101 S JENNINGS AVE, SUITE 100 FORT WORTH, TEXAS 76104 DATE PREPARED: MARCH 2O24 TOTAL REQUIRED PARKING PROVIDED PARKING STANDARD HANDICAP TOTAL AREA OF OUTSIDE STORAGE (SF) PERCENTAGE OF OUTSIDE STORAGE PREPARED BY: 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 EXISTING I PROPOSED AG SP-2 INDUSTRIAL 12.938 12.2122 1 1 7.4% 263865 43.7% 299714 56.3% 18,124 14,392 6,684 39,200 2 1 4 48'-0" 25'-2" 39'-0" 21,265 16,976 7,308 45,549 N/A 119 N/A 122 N/A 115 N/A 7 N/A 122 0 8,981 0% 1.7% 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 DRAWN W. MAR W. SAG DATA 04/01 /24 1691JED FORPEW. 1861JE FOR PNGNQ: ��tr�p■iilia QZ 6 (9011, 01 am z n.. CRY CASE NO. ZA24-0010 SITE PLAN lIHTN0. TNP PROJECT NO. RPA21070 — Cl O 1 TNP TBPE REGISTRATION NO. F-230 u I I I ARN 1 B ALL I C. WR GH T I DO NC. D21 04717 / q.R.T.CZ. / 1 1 I RETAINING I WALL/MAS NRY GRADING NOTES: 1. THE GRADING OF THE DIFFERENT AREAS SHOWN ON THE SITE SHALL BE COMPACTED IN STRICT ACCORDANCE WITH THE SPECIFICATIONS WHICH SHALL BE CONSIDERED AS PART OF THESE DRAWINGS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING TO THE SUBGRADE OF ALL PAVED AREAS TO ALLOW FOR THE PAVEMENT SECTIONS. CONTRACTOR SHALL GRADE AND COMPACT ALL AREAS UNDER PAVEMENT TO ALLOW FOR THE RESPECTIVE PAVING SECTIONS AND SHALL MAINTAIN THESE FINISHED GRADES AS SHOWN UNTIL FINAL ACCEPTANCE. 3. CONTRACTOR IS REQUIRED TO INSTALL AND MAINTAIN EROSION CONTROL AT ALL TIMES THROUGHOUT THE PROJECT. 4. THE SPREADING AND COMPACTION OF ANY WASTE OR EXCESS MATERIAL NOT SUITABLE FOR FILLING, SUCH AS LARGE ROCK, CONCRETE, TREES, TRASH AND VEGETATION, SHALL BE DISPOSED OFFSITE AT THE CONTRACTOR'S EXPENSE ONLY IN THOSE AREAS APPROVED FOR DISPOSING OF WASTE MATERIAL. THE CONTRACTOR SHALL NOT DISPOSE OF ANY WASTE MATERIAL ON ADJACENT PROPERTY OWNER'S OR OTHER AREAS WHICH ARE NOT LEGALLY ACCEPTED BY THE CITY. NO BURNING OF ANY MATERIAL AT ANY TIME SHALL BE ALLOWED ON THIS SITE UNLESS PERMITTED BY CITY ORDINANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SAFETY LAWS IN ACCORDANCE WITH THE CITY, STATE AND FEDERAL LAWS WHICH GOVERN CONSTRUCTION. 6. ALL AREAS TO BE FILLED SHALL BE FILLED IN STRICT ACCORDANCE WITH THE SPECIFICATIONS. ALL VEGETATION, TREES, ROCKS AND OBJECTIONABLE MATERIALS SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE OF WHICH THE FILL IS PLACED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS FOR THIS PROJECT. 7. ALL DRIVE, PARKING AREAS, CUT AND FILL SLOPES, BUILDING PADS AND OPEN SPACE AREAS SHALL BE TRIMMED AND COMPACTED TO THE FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS -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. / 9 - / I BA A C. WRIGHT / I D NO. D218281862 N89°39'02"E, 1147.37'� �jd(ng'1 R. T. C. T. `LUAUMG AKkA 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. 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. I 50 00. -J�, 1.0% 1 �o I I I wIts O ' 4IIAIN LEVEL FF=600.50 1 I- / 29 FOR 5 OUTSIDE OF OF I BUILDING 99.4o S g91i� s SERVICE 39 0 t.ox BA Y BUWM 9 d C I � - - MAIN LEVEL FF=599.50 I �j ASTER 9 I • . � I 1 `p`�I FF 9� / �• 98.62 - � B?p - 4. R I -c F¢9. _2% FOR 5 FT 1 I OUTSIDE OF 96 - - - - - - - - BUILDING - 98,g2RIDGE I - 1 98.23' /MAIN LEVEL FF=59B.50 9850 1 - �,.Ln _ Irr • 74/ 9j I I 'oR 1 40 _97.47 0�' a 2.0% 40' PIPELINE EASEMENT • I ^ / VOL, 7160, PG. 234 D.R.T.C.T. I� �� • h� 9 I r1i 1n F 1� l FEEL / �1.0$ 1 97.55 --9�1RlDGE - - FELL STA • 1 rn 1 M 40:" I� 1h 1.0% l o 97 7-9 94 \❑ 1 v • I� 1 I 1 9p� Rl---------fl- --POLE BA 9, FF=597.00 rl_ Rill SERVICE YARD ili I I I x 59 I. 1 � 9 I I 1.Gz 1.Gz 59 I I Ij to MAT, LBi RIDGE '� \ - ------- - - ---- --- - ----r _ _. _�------ - - zz z - z z -FUME ACCESS R - --- - - - -- -_ -_ -------------------�___-___-_ N89'52'19"W, 516.76' I NUSTAR LOGISTICS, L.P. DOC. NO. D208041261 D.R.T.C.T. GRADING PLAN 1 / II I I N / /03 00 t i C tnp .1 GRAPHIC SCALE 50 0 25 50 100 GRAPHIC SCALE: 1" = 50' LEGEND (79*20) EXISTING SPOT ELEVATION 79.20 PROPOSED SPOT ELEVATION 5� PROPOSED PERCENT OF GRADE -->- PROPOSED CONTOUR - - - - GRADE BREAK/RIDGE LINE - - - - - PROPOSED SWALE LINE - -7/- - 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 ® ORIIIAM 6Y: MAR O��CI®0Y: SAG DATE 04MI24 16SUED FOR FENW.. INllE FOR Pi;lrCllL� f• I 011CIP001 I Dft TNP PROJECT NO. RPA21070 - TNP TBPE REGISTRATION NO. F-230 i anaaeaMa ZA24-0010 GRADING PLAN alMlp. Cl e02 u u J 6 / / I I � ARN / rr rh I nIN cv ON -ST RY RE IDEN E / I I ARN I / 1 I �S I \, I / r - t \ y 1 o o / 1 / o 1 o I / , o / E -A3 c / / I 3 29Ac / I L�07 1 I\ L2 Existing Drainage Area Calculations Site Data 1 Dr Drainage Area Acres C I Q Point (min) C f C (in/hr) (cfs) Ex -Al 0.25 0.50 10 1.00 0.50 3.89 0.5 Ex-A2 0.07 0.30 10 1.00 0.30 3.89 0.1 Ex-A3 3.29 0.30 10 1.00 0.30 3.89 3.8 A Ex-A4 7.23 0.80 10 1.00 0.80 3.89 22.5 Ex-A5 7.67 0.30 10 1.00 0.30 3.89 9.0 Total A 18.51 35.9 The information on'C' Factor and Rainfall Intensity were based on CFW iSWM Manual & iSWM Hydrology Manual Storm Event (year) 25 STING DRAINAGE AREA ® DRAWN W. MAR q p Dr. SAG DATE 04/01 /24 � FIOR PEANYI: C tnp r GRAPHIC SCALE 50 0 25 50 100 GRAPHIC SCALE: 1" = 50' LEGEND FLOW ARROWS DRAINAGE AREAS DRAINAGE AREA ACREAGE EXISTING DRAINAGE DIVIDES CD I /I I I This document is for interim review and is not ? intended for construction, bidding or permit purposes. SCOTT A. GIBSON P.E. , O7 Date:APRIL 1, 2024 b r Tx. Reg. # 89290 TNP PROJECT NO. RPA21070 - TNP TBPE REGISTRATION NO. F-230 i FOR PIDCN� IIM1011111 C NiL1 [kft ® s��fii�anl��alr.�ln 11r�■��li■i�wf� dliiif �Ml�■If�IR lillla anaaeeMa ZA24-0010 SHOUooaWIion EXISTING DRAINAGE AREA e1MM C1.03 u Proposed Drainage Area Calculations I ARN / I I �/ _.► n _ b ON -ST RY OS-1 i RE IDEN E 0°30Ac I r GRAPHIC SCALE 50 0 25 50 100 GRAPHIC SCALE: 1" = 50' LEGEND FLOW ARROWS DRAINAGE AREAS A-7 DRAINAGE AREA 0.05 ACREAGE ■ M M ■ PROPOSED DRAINAGE DIVIDES 1.soAc I � y I - I I . I Ii1• Ii1• Ii1• Ii1• It• fi• fi• � Ii1• � it! it® fi• Ii1• Ii1• f� � � it• Ii1• it• � � fi• f� Ii1• � fi• � I 1 I �I I� I I � I �I tI Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• Ii1• I7• Ii1• I7• Ii1• it• it• Ii1• Ii1• I7• OS-4 0.59Ac Site Data 1 Drainage Area Acres C T` Point (min) Cf C I Q (in/hr) (cfs) A-1 0.67 0.90 10 1.00 0.90 3.89 2.3 A 2 1.08 0.90 10 1.00 0.90 3.89 3.8 A-3 0.59 0.90 10 1.00 0.90 3.89 2.1 A 4 0.25 0.90 10 1.00 0.90 3.89 0.9 A-5 0.48 0.60 10 1.00 0.60 3.89 1.1 A 6 0.21 0.30 10 1.00 0.30 3.89 0.2 A I A-7 0.56 0.30 10 1.00 0.30 3.89 0.7 A 8 0.29 0.90 10 1.00 0.90 3.89 1.0 A-9 0.20 0.90 10 1.00 0.90 3.89 0.7 A 10 0.15 0.90 10 1.00 0.90 3.89 0.5 OS-2 1.60 0.80 10 1.00 0.80 3.89 5.0 OS-3 5.12 0.80 10 1.00 0.80 3.89 15.9 Total A 11.20 34.3 B-1 0.10 0.30 10 1.00 0.30 3.89 0.1 B I B-2 0.44 0.90 10 1.00 0.90 3.89 1.5 Total B 0.54 1.7 C-1 0.60 0.30 10 1.00 0.30 3.89 0.7 C C-2 0.20 0.30 10 1.00 0.30 3.89 0.2 Total C 0.80 0.9 D-1 1.05 0.90 10 1.00 0.90 3.89 3.7 D-2 0.43 0.90 10 1.00 0.90 3.89 1.5 D I D-3 0.61 0.90 10 1.00 0.90 3.89 2.1 D-4 1.04 0.90 10 1.00 0.90 3.89 3.6 Total D 3.13 11.0 E-1 0.49 0.90 10 1.00 0.90 3.89 1.7 E-2 0.12 0.90 10 1.00 0.90 3.89 0.4 E E-3 0.52 0.90 10 1.00 0.90 3.89 1.8 Total E 1.13 4.0 F-1 0.63 0.90 10 1.00 0.90 3.89 2.2 F I OS-4 0.59 0.80 10 1.00 0.80 3.89 1.8 Total F 1.22 4.0 The information on'C' Factor and Rainfall Intensity were based on CFW iSWM Manual & iSWM Hydrology Manual I / E-1 0.49Ac I / A 0), � I r---\y-----may Lz'),' ------ ( ------------------- 0 ----------- DRAINAGE AREA MAP~ d U3 Storm Event (year) 25 100 Cf C Q Cf C I Q SAG (in/hr) (cfs) (in/hr) (cfs) 1.00 0.90 7.78 4.7 1.00 0.90 9.76 5.9 DATE 0"1/24 1.00 0.90 7.78 7.6 1.00 0.90 9.76 9.5 FM POMP. 1.00 0.90 7.78 4.1 1.00 0.90 9.76 5.2 1.00 0.90 7.78 1.S 1.00 0.90 9.76 2.2 1.00 0.60 7.78 2.2 1.00 0.60 9.76 2.8 �FMF 1.00 0.30 7.78 0.5 1.00 0.30 9.76 0.6 1.00 0.30 7.78 1.3 1.00 0.30 9.76 1.6 1.00 0.90 7.78 2.0 1.00 0.90 9.76 2.5 1.00 0.90 7,78 1.4 1.00 0.90 9.76 1.8 Nix InjIn Ipmcn I ods 1.00 0.90 7.78 1.1 1.00 0.90 9.76 1.3 1.00 0.80 7.78 10.0 1.00 0.80 9.76 12.5 1.00 0.80 7.78 31.9 1.00 0.80 9.76 40.0 68.5 85.9 1.00 0.30 7.78 0.2 1.00 0.30 9.76 0.3 1.00 0.90 7.78 3.1 1.00 0.90 9.76 3.9 3.3 4.2 1.00 0.30 7.78 1.4 1.00 0.30 9.76 1.8 1.00 0.30 7.78 0.5 1.00 0.30 9.76 0.6 1.9 2.3 1.00 0.90 7.78 7.4 1.00 0.90 9.76 9.2 ' 1.00 0.90 7.78 3.0 1.00 0.90 9.76 3.8 1.00 0.90 7.78 4.3 1.00 0.90 9.76 5.4 1.00 0.90 7.78 7.3 1.00 0.90 9.76 9.1 Ili�lilyM�■I�IR� dN� 21.9 27.5 1.00 0.90 7.78 3.4 1.00 0.90 9.76 4.3 1.00 0.90 7.78 0.8 1.00 0.90 9.76 1.1 1.00 0.90 7,78 3.6 1.00 0.90 9.76 4.6 7.9 9.9 1.00 0.90 7,78 4.4 1.00 0.90 9.76 5.5 • � ■ 1.00 0.80 7.78 3.7 1.00 0.80 9.76 4.6 8.1 10.1 Z - ro L 0 A 0 = ■ am Z v C ■ Wr ® n.. s ■ 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 ORYQAIE NIM ZA24-0010 SHOU 0�� I = DRAINAGE AREA MAP SHMM C1.04 0 n TNP PROJECT NO. RPA21070 - TNP TBPE REGISTRATION NO. F-230 i ON —ST RY 1 I / \ I rq I REJIDEN�E WM I °"' I / 1 1 ARN I I B LLPI C. WR GH T / / DO. NU. D21 04717 I ` --E UY ----� CA . IT —SET WAL l l I 1 • LL L LLLLLLL LLL LL LL LL LLLLLL LL L IL LL LL L IL -X8 L LLLLL '� I \ ' 1 / I 18 X LL L LL 1" �L a ;� / LLLL LLLLLLLLL L�-LLL L LL. L. LLLL LLL LLLLL LL � ,9 iAlp N C -4 1 _ c K" 1 , , ( o H�40WAL LAN ';I 1 1 ; . I ,ADM/N/STRA TIOA 1 . A I/�IT�R II / BUILDING oo y I I I a 12 �A/N I I 10' I00 1 ' � IH \-J ED //)/////)/////t////l/l/il /^ii/i�i ii/� S89'26'23"W, 592.30' I\ I MVC I 1 1 I J / I / / I i � I / / i GAS / \yj I N89-39'02"E, 1147.37' 24" H 10' CURB /NLE BA L C. WRIGHT DNO. D218281862 D.R.T.C.T. x W _�__l _�_N = 4'I SO SDMH % L FH I I ILL�� 4' SM SDiI/H r4'l SO SYh{l Q WZ 1 31 R ia. v 2# 4'x R' GRAZE INLET^�M 18" RCP 0- I I ,1� 3'x3' GRAZE AUT a U 3k3' M NN SAFETY 1� T0 -- -� --I26 . HDPE— / /J / Eh J\\_i \ / C ��TER x , 4 GAS LOA DNG AREA I 1 I J'xJ' GRAZE FH ' INLET ` 4' , �RAIE -18" R�;P PUT , R lCE BA Y 1 J I TRACT 3 1 I I BRUMLOW INDUSTRIAL DISTRICT I I I I VOL. 388-127, PG. 89 I I os �� 1 c l P.R.T.C.T. 1 [ 0: / -P. = �� DRAINAGE NOTES: II 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. TRACT 2 BRUMLOW INDUSTRIAL DISTRICT VOL. 388-127, PG. 89 P.R.T.C.T. -0o art' aPA>F \ j I\ JGAS 18 'r;P/ I U `4k4' W #W \ 40' PIPELINE EASEMENT [ I I I M � • �J / 1 VOL. 7160, PG. 234 FH D.R.T.CCT. _ II • • I 36" RCP\ 36" RC / r4' SO SDMH • � 1 I - / h HEADWALL / 14 4' GRAZE 18" RCP Ln � INLET 1 31 I I INLET GRAZE I PON \ —,�0 II , FUEL S TA I \ 101 GAS 1 / I V / aunt STRq - RIM ciz SERVICE l \ I ; --4 o JI YARD BARN I � IJ. ' -' ► PWO TRAINI I AREA GAS 1 I! TE lAL _ _ _ _ _ _ - - —_� ', N89'52'19"W, 516.76' UP I NUSTAR LOGISTICS, L.P. DRAINAGE SPECIFICATIONS 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) DOC. N0. D208041261 D.R.T.C.T. STORM DRAIN PLAN ® ORAWN EY: MAR SAG DATE: 0M01 /24 IS6lE:D FOR POMP. C tnp 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 TNP PROJECT NO. RPA21070 — TNP TBPE REGISTRATION NO. F-230 i FOR PIECNOr �vieK�Ne: No. j DNM ® ob="Ift .a I I I I I0�r1�IW.� PON" � r . 8 O WW�� J �Z ~a Q W LU N IL 0 CO) (0 Z �= cor 5 w r�Z V 01RYQAEE NOL ZA24-0010 SHOU DEMW II10N STORM DRAIN PLAN SHMM C1.05 0 n n 0 ® DRAWN BY: MAR qp �• SAG LQ� GM / I ARN DO 13�LN C�. D2WR104717 // \ GAS 11 UY / \ ------ -/ TED I I / D'.R.T.C. . / I 1 BA LA C. WRIGHT j \ R I / D . NO. D218281862 III I I / I N89_39'02"E, 1147.37' R. T. C. T. — — r ._ — _r 1�� ' I—L—�---- — — — — — — -- -- — -- — --- — ------ 6'Fl SER WITH RREWTRSERNCEWIIH OF MON— O S G tI,l OQ ATER METER & DOUBLE ASSEMBLY ASSEMBLY WATER MWETER DROU 1 p `LD CK DETECTOR DOUBLE CHECK DETECTOR • I \ CHECK ASSEMBLY I CHECK A �yl 8� x1�8 T NG ` Si rr IG �LIE I �J�( I I \ I I / _ --- L LLLLLLLLL LL LL LL L L 4LL LL LL LL LL LLL LL LL L �LL LL LL L LLLLLL LL LL LL L LL LL LL LLL LLLLL LL�J��LLL/LL r�LJL LLL L�_ LLL LL LL LLL L L `L. L L LLLLLLLL tLI�L LL L ,� L� �L L� \'LLL LL LL L LI�LLJ L LLLLLL / L 444E LLL�� L LL LL LL LL L L LL L L LLLLLL UBL LL LL LL L LL LL LL LL L L LLL LL FHLLLLL I "LLLL6 01A A / JIMK4 / r S / LLLLL 7 V a, LL c FW F (I t+ • LLL I ' r 1 I .� � ?:IIIII�II IIII }'"• =�' =?f. 11 �°;.:�' ' / �r/RL H T � I_ I� LLLL fDC 1.oc�__ Y / L LLL _ I I 1 SERN RTM / / .... TA LLL i„ �_ � O C 7 00 I J / LLLL L - I /�--•„`.. fir:`.. ., :. O // 1 ADHIMSTRA I F= .LLLLLL—� \ I / / �/ L / .j7 �•,.i .LLLLL \ IIRK y� fDC 1 I /' / 2:Ka'�'Jti {',�'r'.t I .LLLLLL / `� X4' �• II /L - , l B DING .LLLLLL I II .LLLLLL _ _ .LLLLLL I 1 I I .LL LLLLLL L LL I 1C 7 m .LLL C 1 I — 1 I l � . LLL �1 �� E N�{HLANT (� I '/► o I 4N SEY✓ W E � cA 1 VP ► .j: WITH BOLLARD I \ I [ I I 1 I I I W ETER I 4' SSW (1 _ S9 i 78 Lf of \ J LLLLL LLLL S%EEZ C SING 8 x8" SLEEE TPPINE I (I I �S89°26'23"W, 592.30' "G 2' IRR SRNEM & MEER LOADING AREA 6 1 / 11I II I 6' FlRE WTR SERVICE WITH II I II I DOUBLE CHECK DETECTOR to � 11 � � m I \. I m 0 0? I I I � W111� AI.LA�DS• TRACT 3 I \ I BRUMLOW INDUSTRIAL DISTRICT 15'SANSEW EASEMENT VOL. 388-127, PG. 89 I 8' SAN SEW SERVICE 1 -4' DIA SSWH (TYP) a \ P.R.T.C.T. I \ III TRACT 2 �I JGAS BRUMLOW INDUSTRIAL DISTRICT I VOL. 388-127, PG. 89 P.R.T.C.T.EASEMENT_I I / 40' PIPELINE I I I � ' ( � VOL. 7160, PG. 2341 h D.R.T.C.T. n h / SANITARY SEWER NOTES. I i " '�( uB Ic • WATER NOTES: � �� j I' s "�'� � SS WH (7)09, 1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL UNCOVER 1. ALL 8" WATERLINES (PUBLIC) SHALL BE PVC C-900 (SDR-18). 2" Li I� i R (H) 4' SAN SEW SERWCE 4'DIASsiII EXISTING SANITARY SEWER SERVICE AND PROVIDE ENGINEER WITH SIZE, WATERLINE (DOM) SHALL BE POLY (SDR9) C901. I � "4' plA Sxl/H ( ) FUEL LOCATION AND ELEVATION OF EXISTING SEWER SERVICE BEFORE 8' SAN SEW SERVICE\ I 'o o, PROCEEDING WITH CONSTRUCTION. 2. CONTRACTOR TO VERIFY THE LOCATION OF EXISTING WATER LINES PRIOR TO CONSTRUCTION. I l S TA 2. THE CITY RESERVES THE RIGHT TO TV INSPECT THE SEWER PIPE. I o iGAs / 5g7 /\ 5g 3. INSTALL ALL VALVES IN BOXES WITH RIMS FOR ACCESS AND 3. THE SEWER PIPE WILL BE TESTED TO 5 PSI FOR 10 MINUTES WITH NO OPERATION PRESSURE LOSS. 4. THRUST BLOCKS SHALL BE PROVIDED ON ALL FITTINGS, BENDS AND I �: / 59 �❑ 4. CONTRACTOR SHALL UTILIZE NECESSARY MEASURES INCLUDING DEFLECTIONS. TEMPORARY PUMPING AND COLLECTION UNTIL THE PUBLIC SEWER \ I r IMPROVEMENTS ARE INSTALLED & OPERATIONAL. 5. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED WITH MINIMUM 8 MILS POLYETHYLENE. I I POL 5. PROVIDE TRAFFIC CONTROL, BACKFILL EMBEDMENT, PAVEMENT REPAIR AND OTHER INSTALLATION REQUIREMENTS PER CITIES STANDARDS. 6. FIRE AND DOMESTIC WATERLINES SHALL BE INSTALLED BY A UTILITY I I I I BARN CONTRACTOR PRE -QUALIFIED WITH THE CITY. 6. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 7. PROVIDE TRAFFIC CONTROL, FLOWABLE FILL BACKFILL, PAVEMENT REPAIR AND OTHER INSTALLATION REQUIREMENTS PER CITIES I N � I N / 7. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING STANDARDS. I� m II o, 59 A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER 0 I SE ICE FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH 8. IN THE EVENT A STREET IS TO BE CLOSED AND/OR TRAFFIC IS TO BE SAFETY. REROUTED DURING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR I WILL HAVE THE SOLE RESPONSIBILITY OF SUBMITTING A TRAFFIC z� s9� YA 96 59 8. CONTRACTOR SHALL VERIFY THAT ALL CONNECTIONS TO THE SANITARY CONTROL PLAN DIRECTLY TO THE CITY TRAFFIC ENGINEER FOR ` �Ih SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. APPROVAL. I � � GAS ' 9. CONTRACTOR SHALL INSTALL SDR-26 (150 PSI) PIPE AT LOCATIONS 9. CONTRACTOR TO COORDINATE WITH THE CITY, IMPROVEMENTS WITHIN I III I MA MRIAL WHERE PROPOSED SEWER SERVICES CROSS EXISTING OR PROPOSED THE PUBLIC R.O.W. CITY TO CONSTRUCT ALL PUBLIC TAPS, LINES AND I II 1\ WATER LINES, EXCEPT WHERE OTHERWISE AUTHORIZED BY ENGINEER. METERS. I I \ > 10. CONNECTION TO THE SANITARY SEWER LATERAL SHALL BE 5 FROM FACE OF THE PROPOSED BUILDING. REFER TO THE MEP PLANS FOR I - - ='�� -� - ----_--1-=----- - - - - - - - - - - - -- THE CONTINUATION OF THE SANITARY SEWER LATERAL UNDER THE I = _- �� - - - - - - - - - - - - = = = - ==------- - -_- ------ =] _ BUILDING AND FOR THE CONNECTION TO THE EXISTING LINE. UTILITY NOTE: I (7W) y oanm r uvr-ur r•� llflt 11. CONTRACTOR SHALL ADJUST EXISTING CLEANOUTS AND SSMH RIMS TO THE UTILITIES SHOWN ON THE PLANS WERE COMPILED FROM VARIOUS ��T�/ I I\ SS RE A D 4' DlA SSMH (TYP) _ MATCH PROPOSED GRADES. SOURCES AND ARE INTENDED TO SHOW THE GENERAL EXISTENCE AND S LOCATION OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER(PUBLIC 1 Sxw w, mc[ M awe ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY N89°52'19"W, 516.76' 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 NUSTAR LOGISTICS, L.P. OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO DETERMINE IF THERE IS DOC. N0. D208041261 ANY CONFLICT WITH THE PROPOSED FACILITIES. THE CONTRACTOR SHALL D. R. T. C. T. NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH EXISTING UTILITIES ARE DISCOVERED. I WATER & SANITARY SEWER PLAN DATA 04/01/24 \ / / � 1a61�D FIOR PEFMINr i t� FOR Fwcr No. I I� \\ \ tnp B I I I v\ GRAPHIC SCALE 0 0 25 50 100 GRAPHIC SCALE: 1" = 50' / � � '/ I i � e�■iMour.�n —� /� 1I I i�i�i�r�11■� I I 1 I 1 V 1 I I I I , I I e\ / am Z I \ 8 � \ \ 00I / 11. RIM=5 .9\ \ n. i I I �� \ s ■ \ x I \ \ W •�� 0 Z2 U WWH O W VDv~N 5;z (� � W WW �N \ I IL 0 w� 0 c ca D� �ic� x \VJ \\ L _ z RIM=590.5_ \ 4 O This document is for 0 UP �` \ interim review and is not \\ intended for construction, \ \ bidding or permit \ purposes. \ \ SCOTT A. GIBSON , P.E. \ Date:APRIL 1, 2024 Tx. Reg. # 89290 g11f�"A1sEN0. I ZA24-0010 ear oeecwRnON WATER & SANITARY SEWER PLAN SHMT NM TNP PROJECT NO. RPA21070 — C 1 * 0 6 TNP TBPE REGISTRATION NO. F-230 i 1 1 ' /in �u� I N I G F GUY 0 P x x _ _I BARN BALLA C. WRIGHT DOC. NO. D218281862 D.R. T.C. T. �x —x X X X X N T z I ZONED - AG (AGRICUL TURAL) LINNpSCAP A ; 9 °40 23 "E 1147 17' V UFFER m 5' LSB 5' LSB 5' LSB 5'�SB z 51 I cR C1 iE �1 L�R �1 — `�l E- lS -5- lSE LcR ,1 CIJ 40PIPE LINE EASEMENTT SERVICE DRIVE I ;II II Z fl X II I yEl 11 "" ° L,LJ I L LJ II Cal G tip in I Z Z 11 inSHEET L 1 lii All �n / , �. ..��,. - - - � ,:1' J I _19pp 77 E3 " J DII . " x p _� n r .r..�, i. � I `.I.` <..::... ...�.�;a''•.:1a". �I �":i-�,1-:.��:,:�:.c'k::t":1.�.�•:.,�';":t.....�:.: r r.:...�....::f.,::[ ,,.... r" 11 4 j� � C v 10 / Q Q I" I 70 it 11 At I o I MAX HEIGHT- 48' c I G u `'^, T - Y' � Ili u u FLOOR AREA: 21265 SF 11 11 11 II I C u ° u T ADMINISTRATION BUILDING " x bt f.11 " III �111 11 {:.: z`+::�Ca.h':�'i'`"la,;{:::: ;':;0 \ - 01 - 11 UP u u 9T2 j !- 1 �la;`I:: �°:.l J:: f f' II 1 II III 915r 1'.. J II � 92=a I x "� II I / ❑ ® E " 9161 '-J GAS .:..� rt \ i II II x x / \Y 0) S89 °26 23 "W 592. 40' j E I� I o ( I TRACT 3 T 0 I O N ry U U) LL a� a� U) W U `1 0 r0 L LW N U) a� co O U) Ao 1 0 0 N 0 ry in ry a� O LL 20 J m X O CDL L 0 c J m U) n 0 Q LU 75 z LU J_ LL SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) BALLA C. WRIGHT DOC. NO. D218204717 D.R. T.C. T. ZONED - AG (AGR/CUL TIPA L) BRUMLOW INDUSTRIAL DISTRICT VOL, 388-127, PG. 89 P.R. T.C. T. ZONED - AG (AGRICULTURAL) 0 040:00 ..... (IN FEET) 1 GAS SHEET L-2 50' ACCESS EASEMENT lc �� L?B IW H 91)6 9iBT 1 / , • ' , 9i11 9 9696 I, • 91 • _ 91or� I I / • I60 9159 BUILDING 9 IS) • 11 4j II , 1.114 I I i`� 6 • i91 6 I1 • 91Ii r� � \ l 916E 2 i5116 \ 91I9 I 9m 91 ,az 911J IBJ I f 1&5 I 1 9193 11� 4 I � 910.5 I , • / Bi9 I � 111 I � 9295 • 9294 9i95 \ • • 1� \ I I 9 9I99 B FLEX PAVING � 9161 \ 91, I J ' 92JB 9T39 I\ \` ` • 914I 1M MATCH LINE B 91"° x I A �_� � � �'� 9241 �\ 924J 4) iiiiiiiiiiiiiiii"SERVICELINE/ \ - GAS MATCH B BAY BUILDING \ \' I � II II • 9118 I I \ I I C I I I GAS I00 I I o 40E EASEMENT I o I I I I I I x I I E x I I I ' I \ I GAS \ I C----------- -- — ` w� x i Zw qzw ow e - _ J _ xl <'�RNWIREFENCE �-------------------------------------------------- I � � x\x�\--�I I FUTURE ACCESS ROAD , ______-_-__� \ 6' CHAIN -LINK FE CE /W BARB N8905222"W 517.21' ° Ui 9C61 X - \ \ DRAWN BY: SC CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: ISSUE FOR PRICING: REVISIONS: No. I Description I 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. 0 N O z z 0 O �WaU) Q V ^ LI AL '�^^ ' Vl U I I W I- Z V/ 'II F- r 2 I U � V LU D O ILL. w LU = U W � Q L N W Q U) c� z z ri z g6@@��''ipip��gpSp'ip�9pgp�'6q 1'JVII&119&IL�'1',40u( '1 '_ V/ O W � Q WLu � 0)� Lo Q X 0(.5 0 Z0 L.L LU U�UUN LLJ Z o LU J �wpQL1j LJJ>� U) Q N Q> m Q U) m Q z > Q of G U��Lj~U O Z��I— D OfZ 2i U) 5 � 00 � W U)Z Z rn Q Q <��0Lo _ 0,5o W[n �CY)DUU w U) 0Z OfY U) Z F Q �° �000� 2 0 U CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION OVERALL LANDSCAPE PLAN SHEET NO. L-0 LANDSCAPE REQUIREMENTSUMMARY BUFFERYARDS I LOCATION REQUIRED/ LENGTH BUFFERYARD BUFFERYARD CANOPY TREES ACCENT TREES SHRUBS FENCE) SCREENING PROVIDED LINEAR FEE TYPE WIDTH FEET HEIGHT & MATERIAL QTY (1 1 100 LF) QTY (2 1 100 LF) QTY (8 1 100 LF) WROUGHT IRON FENCE NORTH - REQUIRED 1,147 SIDE YARD 5 11 23 92 WITH PRAVCY SLATS PROVIDED 1,147 5A 5 11 23 92 HEIGHT 8 FEET EAST- NOT REQUIRED REQUIRED PROVIDED SOUTH- REQUIRED NOT REQUIRED PROVIDED j1 1 100 LF) (2. 1 100 LF) (81100 LF) WEST- BRUMLOW REQUIRED 199 STREET - TYP 10 2 4 16 NOT REQUIRED AVE. PROVIDED 199 10E 10 2 4 16 INTERIOR LANDSCAPE v BUILDINGS SQ. FT. LANDSCAPE AREA A OF AREA IN FRONT OR SIDE CANOPY TREES ACCENT TREES SHRUBS GROUND COVER SEASONAL COLOR Admin. Building 18124 Service Bays 14392 Training Tower 6684 39,200 SO. FT. REQUIRED 11,760 PROVIDED 263,516 C N > ! �P VJ \ SO. FT. TREE1500 SF- QTY TREE 1 250 SF QTY ;HRUB 140 SF EA 15% OF REQ. AREA - SF 2% OF REQ. AREA - SF 8,820 75% 24 47 294 1,764 235 17,695 150% 40 47 519 5,534 292 xx a) TGX— F--X—X— co(z:zMC CH 10 E m o 14 O 110 sf togs v (n FER � m a� II U_ II u u) � u 0 u In / — o —MONUMENT U " °I SIGN 11 r n � CD II a LM4_0 C-- =1 T 208----�''ttrII I I I _TT1_ � III n � III�II U i u 11 CH .:I II U) 0nl 957 sf \ 1 1 I III 111111 �--+ I 11 II IIIIIIII 1� � II II G I - I IIIII U) u �11 u 0 o II 11 11 1 -S E �j ti II O ° I II 0 0 11 11 I 11 N II 11 , II � II II II C ry ry Q 11 p 11 II 11 11 n 11 11 II V 11 11 11 II 11 11 11 CII � II I 0 11 p 11 O E n 11 O u III rn 11 � II I II n n n u Q 11 11 II m u 11 u X u u p � II II 1 u O II 11 II 11 a 11 C 0 II II II 11 II 11:.V Q II p II mJ n II I u � II n II II p 11 11 II 11 , II CH Q n u ,047 n u „ I 11 II _ Q II 11 \ PP Q LLI 7 i Q Z LL I J_ LI_ SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) x x- MC 12 LG Y/ 8 CP2 3 UC3 3 MC / 61 x x J LG MC / 8 / 13 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) LG 9 MC / 12 WROUGHT IRON FENCE WITH PRIVACY — — — — SLATES 8' TALL '- �L J-;ate— I I CP2 CH H2 ,571 UC3 — — CP2 CH — 3 Z_7 I UC3 3 ,312 3 CH SLIDING GATE ,069 0 r� UM / UM 1 1 D,555 MC f (�47 \ 12. ALL NEW PLANTING BEDS SHALL HAVE A MINIMUM SIX (6") INCHES OF BED PREPARATION. 13. LAWN AREA SHALL HAVE FERTILE AND CLEAN TOP SOIL TILLED 4" DEEP. 14. GRADING IN PLANTING BEDS SHALL BE SMOOTH AND PROVIDE POSITIVE DRAINAGE. 15. CONTRACTOR SHALL STAKE OUT LOCATION OF ALL TREES, AND SHRUBS FOR APPROVAL BY OWNERS REPRESENTATIVE PRIOR TO PLANTING. 16. MULCHING OF SHRUB AND ANY GROUND COVER AREAS SHALL HAVE 3 INCHES OF SHREDDED HARDWOOD MULCH. 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. IRRIGATION NOTE THE IRRIGATION DESIGN WILL USE THE CITY OF SOUTHLAKE REQUIRED IRRIGATION EQUIPMENT AND COMPONENTS ON THE IRRIGATION PLAN WHEN IT IS DESIGNED. REFERENCE NOTES SCHEDULE 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 SYMBOL DESCRIPTION QTY DETAIL LANDSCAPE ARCHITECTS 1-SE STEEL EDGING- 810 LF 2355 Johnson Rd 3/16" THICK X 4" WIDE Southlake, Tx 76092 (214)922-9946 ONLY 1/2" EXPOSED ABOVE SOIL LINE OF SOD 2-TP I TREE PROTECTION FENCE 883 LF 2024 by RPGA DESIGN GROUP, INC. All rights reserved. The arrangements depicted herein are the sole property of RPGA DESIGN GROUP, INC. SYMBOL DESCRIPTION QTY DETAIL and may not be reproduced in any form without its written permission. o ° P o 3-GC CRUSH GRANITE 10.69 CY 3" DEPTH PLACED OVER FILTER FABRIC U N v O IN DESCRIPTION QTY DETAIL z " W � 5-PV 24" X 24" STEPPING STONES, COLOR AND MANUFACTURE TO BE 788 SF — � w Z Q DETERMINED. 2" SPACE BETWEEN STONES WITH DECOMPOSED W GRANIT BETWEEN JOINTS � n n 0 N Z M ` C Z I p 0 Z 0 ' 1 . M W 0 U) F ' U � S8904023"E I 1z 7.17' Q Il x H N W 77 U _ - ' � �' -5'LSB 5'LSB SLSB 5'ISR 61ISR z I � 5 1 SB S LSR 5 1 SB LSD_ � F 0Q LU Q v 11 0 CD LL P — — — CP CC - 1( SERVICE DRIVE 3 3 v, LU o F W U WIF 3 A / 16 t 321 PK PK 5-PV 1 SLIDING GATE �� 1 SC LIGHT p-� POLE(TYP` �� 'PK TA 1 44 nTA 49 5-PV �� / (COVERED) ADMINISTRATION BUILDING �IP�t a 1= II 5—Pv p 1 - 1 CH �. TA L 21- ' o 0 - 480 110 LMI 16 17 CP UC / n TI HIS t �'�... �::� �,...I Il�r, •4/.f CP / CH 5 BUILDING ZO S 2 III IIIn45 ' - ) , 1" '•� EMERGENCY PK CH110 GENERATOR 493 sty. ,. �'. ,�� ,� �, �• ..,��'�� ••��ji•� 2 •'ate' - . TA 1 (CC, / 28 UC \ 1 1 TA '�`� v: J 92 UC�� _-2, /.r f CC P � I 9253 9254 9251 n66 \ 9267 •r•.f \� RETAINING WALLS TRANSFORMER PAD WROUGHT IRON FENCE WITH PRIVACY LOADING S8902623"FW 592.40F SLATES 8' TALL AREA 0 10, 20' 40' 60' 1 "=20'-O" LU � Q ~ LU �a, L(7 Q Lu 0 O z0ti LL w U�UUN LU z LU J w Q L �LU/ VJ >� < U) � IIIIIII— N Q> W Q VJ CO Q Z �OJ>�0�O G U � I j ~ U z Z > 00 � V J m U) Q z� LLJ 00 W CO z 0 Q Q Y O Lo ~ J J = coLJJ CO �� UU LLJ O0�pz�Y LL z U) Q U) 0 �O00T_ 1`= O U CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION PLANTING PLAN SHEET NO. L-1 �■ \ \ GAS BALLA C. WRIGHT i \\ DOC. NO. D218281862 I \ I ■ � l D.R. T.C. T. I 11 ( ' ZONED - AG AGRICUL TURAL I 1 I ) I 1 I ■ 1 I I — -.--T,T 5' SR 5' LSB S LSB 5' I SB � I I 1 40'-0" PIPELINE EASEMENT — WROUGHT IRON FENCE WITH PRIVACY 1 (SLATES 8' TALL I \ CP2 I _ 1 I I 6 I■ i I I ■ PROPOSED 100 YR i I i■ FLOODPLAIN ' I WROUGHT IRON FENCE WITH PRIVACY 1 VS I SLATES 8' TALL 5 � 1 � I / PUBLIC SAFETY TRAINING 1 U U) C) 4-A 1 c U O 17 o O I N I I. m I U I � I LU I Q I w J_ LL 3C EXT C I Eli�� SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) c� z SERVICE BAY BUILDING TOWER DUMPSTERS V WASHOUT PIT 4 FT HIGH WALL \ I \ I \ I 1 MATCH LINE B i FLEX PAVING EXISTING 100 YR FLOODPLAIN PLANT LEGEND SYMBOL CODE COMMON NAME EXISTING TREES REMOVED • ETR EXISTING TREES TO REMAIN • EXT CP 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 r '•'•i-t/f UC CEDAR ELM PK KEITH DAVEY CHINESE PISTACHE ICC MERLOT REDBUD 'l CID PINK DAWN CHITALPA :• VS SHOAL CREEK CHASTE TREE QV SOUTHERN LIVE OAK SHRUBS LG GREEN CLOUD TEXAS RANGER r •Ji AR ROSE CREEK ABELIA AH TWIST OF LIME ABELIA J` DROUGHT TOLERANT HG2 BRAKELIGHTS RED YUCCA > GRASSES MC REGAL MIST PINK MUHLY GROUND COVERS \ TA ASIATIC JASMINE LM BIG BLUE LILYTURF SEASONAL COLOR SC SOD/SEED CH BERMUDA GRASS 7 DRAWN BY: SCB CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: ISSUE FOR PRICING: REVISIONS: No. Description I 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 Cn 00 O 0 rn N Z � M W - Z _ x Q W (� N Z 0 1 0 0 Q J , W ° U U aU) W� IIIW F I U Z 2 � r I� v W o � LL w W U W L � Q cf W Q U) Z z 7 7 a W Q LL WLO Q oU zo LL W U�UUN z O J Q W Q W W U) > Q Q> m Q C m Q Z 0 - Q � E) G U�>LJ O Z DOf50�4Z > � U^^ (.0 W U) Z rn Q Q Lo J = C,5 L Lj M �CDUU W U) °Z 0� LLJ Y � LL cnzU)Q �000= = o U CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION PLANTING PLAN SHEET NO. L-2 MATCH LINE B 100 0 C I I 40'-0" PIPE LINE EASEMENT I I GAS I ==� I======-m4wr==■PLANT LEGEND I (QV) cD z Y ry d 0 W ry O U J Q U W U) QV 1 SERVICE BAY BUILDING POLE BARN MATERIAL BINS nTD 9 rT wz 0LU q z � CHAIN LINK 8' TALL N Q LU �Q i F ow ----- - ----------- - - - - -- — — — — — - I-- - - - - - - - -- - - -------------------- --------------- ------ -------------------- — — — — —— --————————————— — — — — — — SLIDING GATE 1 4' BARB WIRE FENCE I I / —W _ A d FUTURE ACCESS CH 0 339 1 ROAD — -------------- ==== --- ========= ---- --- ---- ===== \_= ----- ======= ------ I \ CHAIN —LINK FENCE /W BARB N8905222ffW 51721 r -- SYMBOL CODE COMMON NAME EXISTING TREES REMOVED I'0 0 ETR EXISTING TREES TO REMAIN EXT I TREE 10' BUFFER ZONE • UC2 CEDAR ELM p I � �J CP3 PINK DAWN CHITALPA II TREE 5' BUFFER ZONE DUC3 CEDAR ELM II M CP2 PINK DAWN CHITALPA `1J TD � 3 p TREE INTERIOR li O UM ATHENA@ CLASSIC LACEBARK ELM TD BALD CYPRESS UC CEDAR ELM PK KEITH DAVEY CHINESE PISTACHE • CC MERLOT REDBUD CID PINK DAWN CHITALPA :. VS SHOAL CREEK CHASTE TREE I QV SOUTHERN LIVE OAK SHRUBS LG GREEN CLOUD TEXAS RANGER ( 7 AR ROSE CREEK ABELIA AH TWIST OF LIME ABELIA DROUGHT TOLERANT I HG2 BRAKELIGHTS RED YUCCA GRASSES f MC REGAL MIST PINK MUHLY GROUND COVERS r' TA ASIATIC JASMINE LM BIG BLUE LILYTURF SEASONAL COLOR SC \ xl \ I SOD/SEED CH BERMUDA GRASS 1 10, 20'41 61 1 1 DRAWN BY: SCB CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: ISSUE FOR PRICING: REVISIONS: No. I Description I 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) 00 O N Z M LI..I Z x_ a LL 0 N Z r�i 0 � 0 Q J � , w ° U U a cn a x w L W F I U Z 2 � � 0 LU 0 �L �W U W Q cf w Q U) 0 z Z ri LU � Q I..L ,;I-d-- Lo � Q X Lu Ov LU 0 zo LL LU U�UUcv zo LU J >wOfQLLj � W U) > F M U) N �Q�am<Z 0 > Q � G m v2LLJ>w~U O Z D > 0 ItZ ��^^ LLJ 00 � W U)Z Z rn Q Q J��OLoI— J = W m � CY) w U) 0 Z Y LL cnzU)Q �000� 2 0 U CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION PLANTING PLAN SHEET NO. L-3 \X SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) PVC LATERAL LINE FLEX PIPE "T" POST WITH PROTECTIVE CAP MULCH RING TREE ROOT BALL ROOT WATERING SYSTEM "T" POST WITH PROTECTIVE CAP 2" FLEX PIPE 4' DIAM STEEL EDGING PLAN LATERAL LINE -SEE PLAN TREE WRAP RUBBER TIRE TIE ROOT WATERING SYSTEM(PER PLAN) a TREE GUY (2) 12 GAUGE WIRE r 2'-6" �' "T" POST WITH PROTECTIVE CAP EQUAL !�S QUAL „ 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 NTS U U) N C� L U) r O 0 SPACING AS NOTED PLANTING N ON PLANT LIST LOCATION Q N� ry • • 0 0 U � N LL I I L CD N 0�A Q C) �10 i QSPACING AS 0 J NOTED U N ON PLANT LIST PAVING EDGE / BUILDING / — UCURB / STEEL EDGING NOTE: SPACING DIAGRAM REFERS TO ALL PLANTING UNLESS NOTED OTHERWISE. N (6 \l TRIANGULAR SPACING WNTS V_ O ti O O N Q ry D_ ry N U_ co N U Q J m O Q FINISH / o GRADE =1 1= 0 �IIIIIIIII� -ITI—I I I- J 1Ti l m W-ATITj STEEL EDGING MULCH PLANTING BED FILTER FABRIC PLANTING MEDIA -� 12" STEEL STAKE LOCATED ON n PLANTING BED SIDE 0 z _ Q STEEL EDGING DETAIL W Q � � NTS z PLANT SCHEDULE SYMBOL CODE QTY COMMON / BOTANICAL NAME EXISTING TREES REMOVED • ETR 74 REMOVE "T" POST WITH PROTECTIVE CAP MULCH RING TREE ROOT BALL EXISTING TREES TO REMAIN TREE TRUNK EXT 144 REMAIN "T" POST WITH PROTECTIVE CAP \ I TREE 10' BUFFER ZONE 4' DIAM STEEL EDGING • UC2 4CEDAR ELM PLAN ULMUS CRASSIFOLIA \ CP3 4 PINK DAWN CHITALPA TREE WRAP X CHITALPA TASHKENTENSIS 'PINK DAWN' RUBBER TIRE TIE TREE 5' BUFFER ZONE TREE GUY (2) 12 GAUGE WIRE CEDAR ELM "T" POST WITH PROTECTIVE CAP UC3 11 ULMUS CRASSIFOLIA EQUAL - EQUAL PROVIDE 24" DIAMETER. MULCH RING 4' DIAM. STEEL EDGING FINISHED GRADE (D CP2 23 PINK DAWN CHITALPA X CHITALPA TASHKENTENSIS 'PINK DAWN' 12" - - - TREE ROOT BALL II-1 PLANTING MEDIA TREE INTERIOR I H I COMPACTED FILL UM 4 ATHENA®CLASSIC LACEBARKELM _ ULMUS PARVIFOLIA'EMER I' I— 11 i 1 _ 1 11- —— 1 1 - ----- - _ _ - SECTION TD g BALD CYPRESS TAXODIUM DISTICHUM TREE PLANTING IN LAWN WITH 4' DIAMETER STEEL EDGING 1 P-CO-PLA1-03 P-CO-PLA1-01:°'`_r `,-?` CEDAR ELM \ NTS, 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 LL CO PLANTING HOLE QV 2 SOUTHERN LIVE OAK QUERCUS VIRGINIANA W T_� 2 X DIAM. OF PLANT O 12- ROOT ALL SHRUB OR PERENNIAL SHRUBS LL CD W TOP OF ROOTS GREEN CLOUD TEXAS RANGER elfMULCH �- LG 176 LEUCOPHYLLUM FRUTESCENS'GREEN CLOUD' TM W W FINISH GRADE ROSE CREEK ABELIA U) FINISH 85 ABELIA X'ROSE CREEK' PITCH PITCH —� TWIST OF LIME ABELIA J AH 31 ABELIA X GRANDIFLORA'HOPLEY'S' TM SIZE CONTAINER HEIGHT SPREAD 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 3 GAL. POT 3 GAL. POT 3 GAL. POT 10'-12' 8'-10' 6'-8' 6--8- 10'-12' 8'-10' 6'-8' 6--8' 14'-16' 3'-4' 8'-1 0' 4'-6' 10'-12' 8'-10' 10'-12' 8'-10' 8'-1 0' 6--8' 6'-8' 6--8' 8'-10' 8'-10' 8'-10' 4'-6' 20"-22" 24" 24"-26" 24" 10"-12" 10"-12" j��j�� j��j��j�j��j�, BACK FILL WITH SOIL BED \\\ PREPARATION MIX DROUGHT TOLERANT —1 1I—I I V�AVA Xx/ 1 I —I \ 1—I I I- NO AIR POCKET. BRAKELIGHTS RED YUCCA III — —III I \ I F HG2 64 HESPERALOE PARVIFLORA'PERPA' PP #21,729 BRAKELIGHTS® 3 GAL. POT 12"-14" 12"-16" I—IIIIII—III III—III—III—I11— 1 1 1 \III —III =I h =1 —I 11- III —III —I I —I I ROOT BALL (SIZE VARIES) GRASSES -1 - MC 263 REGAL MIST PINK MUHLY 3 GAL. POT 24"-26" 24" MUHLENBERGIA CAPILLARIS 'LENCA' SHRUB PLANTING DETAIL SYMBOL CODE QTY COMMON/BOTANICAL NAME SIZE CONTAINER P-CO-PLA1-05 NTS P-CO-PLA1-0 ROUND COVERS TA 3,780 SF ASIATIC JASMINE TRACHELOSPERMUM ASIATICUM LM 1,627 SF BIG BLUE LILYTURF LIRIOPE MUSCARI 'BIG BLUE' 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' U) W = ORNAMENTAL GRASS z TOP OF FLARED z W ROOTS(HIGH POINT) LL. 0 UJI O MULCH W FINISH GRADE PITCH PITCH I j'�I BACK FILL WITH SOIL BED PERPETRATION MIX NO AIR POCKET. ROOT BALL (SIZE VARIES) GRASS PLANTING DETAIL P-CO-PLA1-09 NTS PAVING FINISH GRADE MULCH OR AGGREGATE DEPTH VARIES X \ FILTER FABRIC PLANTING SOIL VARIES BED AT EDGE OF PAVING NTS P-CO-PLA1-06 1 GAL. POT 1 GAL. POT 4" POT REMARKS 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 SINGLE TRUNK, FULL AND MATCHED MULTI -TRUNK -MIN CAL 1" PER CANE, 3 CANE MIN. SINGLE TRUNK, FULL AND MATCHED MULTI -TRUNK -MIN CAL 1" PER CANE, 3 CANE MIN. SINGLE TRUNK, FULL AND MATCHED SINGLE TRUNK, FULL AND MATCHED SINGLE TRUNK, FULL AND MATCHED SINGLE TRUNK, FULL AND MATCHED, THE CHINESE PISTACHE SHALL BE MALE VARIETY. SINGLE TRUNK, FULL AND MATCHED 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. SPACING REMARKS 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 1-SE STEEL EDGING- 810 LF 3/16" THICK X 4" WIDE ONLY 1/2" EXPOSED ABOVE SOIL LINE OF SOD 2-TP I TREE PROTECTION FENCE 883 LF SYMBOL DESCRIPTION QTY DETAIL o 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. Description I 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) 00 Of 0 v rn N z W z _ x Q W 0) (� rn N z M O z 0 o Q W ° � (n Q X W W F I U Z 2 � 0 Q UI 0 tl rr— vJ > W W = � U W It Q co \ W Q N Z z ri _W) Il if �111j'� vI 0 W � Q w,;,- rn Ln Q X O v O z0 LL W UDUUN z O J Q �WL.f_QW W > 11� N Q> m Q U) m Q z Q G m v2 JO LLJ >w~U O zZ:) D >00 z U) 2mU) z (0WzrnQ Q J��0Lo J =0,5 W m ��DUU W U) Qz 0 Y LL. cnzU)Q = O U CITY CASE NUMBER: ZA24-0010 SHEET DESCRIPTION PLANTING DETAILS SHEET NO. L-4 \X J_ SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) L� C u u U t --- o__-- O---- r NO „ II _-- I II I , 11 u LCU lu I 11 i I G \n p T tl II p WII -G J E `Y S89 °40 23 "E 1147.17 _ SERVICE DRIVE � 019719 19 19 I 0 I II — I T / t k y I • II , II + .`'. � it d • — - - .+-j.=s+,:t 11J II I 0111 1177 I) 11 - n M 0 I =11 II 11 tl �„ II 11 - 01, II 11 x III m� 11 11 �IIII 11 IIII 11 u up li vl: 1.,. r:' J*j'-. t'-111111111�I, fl � II III 11 11 .1 ETR II 11 II I11 II III 11 � \ � ❑ ,tl 11 II U 11 II 67 � • Lit S89 °26 23 "W 592.40' I � I U I � N � I F �-I O W Ir- 0 TREE PRESERVATION LEGEND I` O o SYMBOL CODE QTY COMMON / BOTANICAL NAME REMARKS 6) r EXISTING TREES REMOVED I) EXISTING TREE TO BE REMOVED - U SEE TREE CHART AND TREE • ETR 33 REMOVE IDENTIFICATION NUMBER FOR TREE SIZE AND SPECIES LL N EXISTING TREES TO REMAIN U) G7 EXISTING TREE TO REMAIN - SEE EXT 192 REMAIN TREE CHART AND TREE IDENTIFICATION NUMBER FOR Q TREE SIZE AND SPECIES U CD 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 i (D U) TREE TREE TYPE TREE FREE CANOPY TREE CANOPY TREES TREE TREE TREE TREE O NO. CALIPER RADIUS SQUARE FEET PRESERVED CALIPER CANOPY CALIPER CANOPY REMOVED REMOVED PRESERVED PRESERVED c� TOTALS 2,608 140,989 664 39,341 1,944 101,648 0 O PERCENT TREE CANOPY 100% 28% 72% O I,-- 0 O N O Q ry o; CAUTION n IY a) TREE PRESERVATION LL_ CONTRACTOR MUST INSALL AND MAINTAIN CONSTRUCTION FENCING E DO NOT TRIM OR REMOVE TREES WITHOUT A PERMIT co DO NOT PARK VEHICLES OR PLACE BUILDING MATERIAL IN CRITICAL ROOT ZONE U DO NOT CLEAN EQUIPMENT OR DISPOSE OF LIQUIDS UNDER TREES C DO NOT MAKE GRADE CHANGES, CUT OR FILL IN CRITICAL ROOT ZONE. J m POR FAVOR DE NO CORTAR ARBOLES SIN PERMISO X O POR FAVOR NO ESTACIONAR VEHICULOS Y MATERIALES EN ZONA CRITICA DE RAIZ O POR FAVOR NO LIMPIAR EQUIPO NI TIRAR LIQUI DOS ABA1O DE LOS ARBOLES. 0 POR FAVOR NO CAMBIAR GRADOS, CORTAR 0 ILENAR EN ZONA CRITICA DE RAIZ. U Q FAILURE TO COMPLY WELL RESULT IN FINES AND OR TREE MITIGATION J m CITY OF SOUTHLAKE TREE PRESERVATION ORDINANCE NO. 585-8 U) CITY OF SO UTHLAKE'S TREE PROTECTION SIGN n 0 z Q L75 U TREE PROTECTION - SOUTHLAKE SIGN Q NTS P-CO-PLA1-29 z 10 LLI J FT SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) I Li I u 0 GAS I FEW El u — L, >� u u Li r I' I I I I I I' I I� I / 91090110 1 i / 9186 07 0 085 2 1 J EXT ` !' .9158 1� •9 i2 • .::. 15Q " 0000 i Ge 165 v • 28 I I� �� 165 66 � I / \\ I I, ()67 8 \ I ' k73 1 16 I, \ 21 I -' 9220 �• / I � 221 +• _ I x- I \ I ,03 \ 202 9237 9236� \ 193 9194 195 r 210 6 \ -7 9247 \, - I \ 1' \ I [&248 MI I \\ IM o GAS I I I I I I ❑ / I � 1 I I I I I I 1 � I 1 � C I 1 'x I I I 4 GAS I pl I I to - Ix — — — — — — — — x �x------��------------- -------- -_----------=Y--- II - - J ETR 'logo 4' �pRB WIRE FENCE - --1 / x�x�l 9061• 908 79 �� I I � __=__------=__=____-_________ x IY - - — - - - - - _ - x- -x - X- - HAIN-LINK FENCE /W 6ARB N89 °52 22"VV 517.21 ' U I \ NUSTAR LOGISTICS L.P. DOC. NO. D208041261 D.R. T.C. T. ZONED -12 (HEAVY INDUSTRIAL) 7y► 0 20' 40' 80, **0' 1 (IN FEET) DRAWN BY: SCB CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: ISSUE FOR PRICING: REVISIONS: No. I Description I 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 U) 00 IY O N Z E M W Z w X Q LL r` (� N Z 0 O Q J 0 , W ° N U a1n W� W F I U Z 2 LU 0 r� vJ W > LU = U F — Q of w Q U) c� z z ri _W) �I�+�t��l�lll��'r►�Il N a I.d_ LU � Q W q;l. d_ Lo � Q X Lu 0 v 0 z0 LL LU U�ULU LU �z0 J �wOf UN QLLj W>�IlfN U) Q U)� F Q > Q m Q z 0 > Q � G m v2>LLJ O zZ:) >00I— � z Cn �mcn5Q� Z LLI 00 � W U)\_ Z rn Q Q J, 2 0 L~ J = C,5 w m �CDUU W U)0z [if Y LL cnzU)Q O L.f_ 0 m 2 0 U CITY CASE NUMBER: x- ZA24-0010 SHEET DESCRIPTION TREE CONSERVATION PLAN SHEET NO. TC- 1 EXS[TNG TREE CHART _. 75 DRAWN BY: SCB TREE TREE TYPE TREE TREE CANOPY TREE CANOPY TREES TREE TREE TREE TREE TREE TREE TYPE TREE FREE CANOPY TREE CANOPY TREES TREE TREE TREE TREE ~ NO. CALIPER RADIUS SQUARE FEET PRESERVED CALIPER CANOPY CALIPER CANOPY NO- CALIPER RADIUS SQUARE FEET PRESERVED CALIPER CANOPY CALIPER CANOPY CHECKED BY: BLA NREMOVED REMOVED PRESERVED PRESERVED REMOVED REMOVED PRESERVED PRESERVED 04.01.2024 DATE: 9001 ELM 17 14 615 HEALTHY 17 615 9171 ELM 11 16 804 HEALTHY 11 804 CV 9002 ELM 13 15 707 HEALTHY 13 707 9172 ELM 18 17 907 HEALTHY 18 907 ISSUED FOR PERMIT: O 9003 ELM 6 12 452 HEALTHY 6 452 9173 ELM 8 10 314 HEALTH' 8 314 N 9004 ELM 7 11 380 HEALTHY 7 380 9174 ELM 10 15 707 HEALTHY 10 707 9005 ELM 10 14 615 HEALTHY 10 615 9175 ELM 14 13 531 HEALTHY 10 531 ISSUE FOR PRICING: 9006 ELM 11 13 531 HEALTH' 11 531 9176 ELM 10 14 615 HEALTH' 10 615 9007 ELM 10 11 380 HEALTHY 10 380 9177 ELM 8 12 452 HEALTHY 8 452 w 9008 BOIS DIARC 10 11 380 HEALTH' 10 380 9178 ELM 6 10 314 HEALTHY 6 314 9009 GUM BUMELIA 6 6 113 HEALTHY 6 113 9179 ELM 7 10 314 HEALTHY 7 314 REVISIONS: 9010 ELM 7 8 201 HEALTHY 7 201 9180 ELM 9 10 314 HEALTH' 9 314 No. Description I Date 9011 ELM 8 8 01 HEALTH $ 201 9181 ELM 7 11 380 HEALTHY 7 380 0 9012 ELM 11 15 7 707 HEALTHY 11 707 9182 ELM 13 18 1017 H' HEALTHY 13 1017 z 9014 ELM 6 6 113 HEALTH' 6 113 9183 ELM 6 8 201 HEALTHY 6 201 Q 9015 ELM 7 11 380 HEALTHY 7 380 9184 ELM 9 13 531 HEALTHY 9 531 UJI 9016 OAK 20 18 1017 HEALTHY 20 1017 9185 ELM 6 9 254 HEALTH' 6 254 9017 BOIS DIARC 6 7 154 HEALTH' 6 154 9186 ELM 6 8 201 HEALTHY 6 201 Q 9018 BOIS DIARC 4 6 113 HEALTHY 4 113 9187 ELM 12 18 1017 HEALTH' 12 1017 0 9021 BOIS DIARC 9 11 3BD HEALTHY 9 380 9188 OAK 25 20 1256 HEALTH' 25 1256 1--- 9022 BOIS DIARC 6 7 154 HEALTH' 6 154 9189 ELM 6 12 452 HEALTHY 6 452 O 9023 OAK 38 22 1520 HEALTHY 38 1520 9190 ELM 14 22 1520 HEALTHY 14 1520 J 9024 ELM 14 16 804 HEALTHY 14 804 9191 ELM 8 13 531 HEALTH' 8 531 n 9025 ELM 6 9 254 HEALTHY 6 254 9192 ELM 14 20 1256 HEALTHY 14 1256 9026 ELM 7 8 201 HEALTH' 7 201 9193 ELM 10 14 615 HEALTHY 10 615 9027 ELM 6 10 314 HEALTHY 6 314 9194 ELM 10 16 804 HEALTH' 10 804 B E R K E N B I L E 9028 ELM 18 20 1256 HEALTHY 18 1256 9195 ELM 12 20 1256 HEALTHY 12 1256 9029 ELM 25 21 1385 HEALTH' 25 1385 9196 ELM 11 18 1017 HEALTH' 11 1017 9030 ELM 7 12 452 HEALTHY 7 452 9197 BOIS DIARC 6 8 201 HEALTH 6 201 LANDSCAPE ARCHITECTS 9031 ELM 6 6 113 HEALTH' 6 113 9198 HACKBERRY 8 11 380 HEALTH' 8 380 2355 Johnson Rd 9032 ELM 15 16 804 HEALTH' 15 804 9199 ELM 17 20 1256 HEALTH' 17 1256 Southlake, Tx 76092 (214) 922-9946 9033 ELM 15 15 707 HEALTHY 15 707 9200 ELM 7 10 314 HEALTH' 7 314 9034 ELM 10 9 254 HEALTH' 10 254 9201 ELM 16 18 1017 HEALTHY 16 1017 9035 ELM 8 10 314 HEALTH' 8 314 9202 ELM 6 7 154 HEALTHY 6 154 2024 RPGA DESIGN GROUP, INC. 9036 ELM 13 14 615 HEALTH' 13 615 9203 ELM 8 9 254 HEALTH' 8 254 All rights reserved. The arrangements depicted herein are the 9037 ELM 9 8 201 HEALTH' 9 2p1 9204 ELM 8 13 531 HEALTHY 8 531 sole property of RPGA DESIGN GROUP, INC. 9038 ELM 9 12 452 HEALTHY 9 452 9205 ELM 11 17 907 HEALTHY 11 907 and may not be reproduced in any form 9039 ELM 11 13 531 HEALTHY 11 531 9206 ELM 10 12 452 HEALTH' 10 452 without its written permission. 9040 ELM 12 14 615 HEALTHY 12 615 9207 ELM 11 10 314 HEALTHY 11 314 9041 OAK 18 17 907 HEALTHY 18 907 9208 LOCUST 7 12 452 HEALTH' 7 452 9042 ELM 11 i4 615 HEALTHY 11 615 9209 ELM 9 12 452 HEALTH' 9 452 U In 00 9043 BOIS DIARC 6 5 79 HEALTHY 6 79 9210 ELM 6 7 154 HEALTHY 6 154 0 N 9044 ELM 6 10 314 HEALTHY 6 314 9211 OAK 36 20 1256 HEALTHY 36 1256 z n 9045 ELM 14 15 707 HEALTHY 14 707 9212 BOI S DIARC 10 11 380 HEALTH' 10 380 W 9046 BOIS DIARC 11 13 531 HEALTH' 11 531 9213 BOIS DIARC 15 14 615 HEALTHY 15 615 — 9047 ELM 14 17 907 HEALTHY 14 907 9215 ELM 8 10 314 HEALTHY 8 314 Z Q C 9048 ELM 10 11 380 HEALTH' 10 380 9216 ELM 8 11 380 HEALTH' 8 380 W CU 9049 ELM 16 18 1017 HEALTH' 16 1017 9217 ELM 9 13 531 HEALTHY 9 531 U 9050 ELM 11 14 615 HEALTHY 11 615 9218 ELM 8 14 615 HEALTHY 8 615 > 9051 ELM 11 14 615 HEALTH' 11 615 9219 ELM 7 13 531 HEALTH' 7 531 9052 ELM 7 0 0 DEAD 7 0 9220 ELM 14 17 907 HEALTHY 14 907 rn Cn 9053 ELM 15 15 707 HEALTHY 15 707 9221 ELM 12 13 531 HEALTHY 12 531 0 a 9054 ELM 16 17 907 HEALTH' 16 907 9222 ELM 9 13 531 HEALTH' 9 531 Z "�' (D CU 9055 ELM 15 21 1385 HEALTHY 15 1385 9223 ELM 17 19 1134 HEALTHY 17 1134 z O Z (� 9056 ELM 13 16 804 HEALTH' 13 804 9224 ELM 14 16 804 HEALTHY LTM 14 804 Q U 9057 BOIS DIARC 10 11 380 HEALTHY 10 380 9225 ELM 13 17 907 HEALTH' 13 907 J 905E ELM 8 10 314 HEALTHY 8 314 9226 ELM 11 13 531 HEALTHY 11 531 4" a O 9059 ELM 12 16 804 HEALTH' 12 804 9227 ELM 12 20 1256 HEALTHY 12 1256 W 9060 ELM 16 20 1256 HEALTHY 16 1256 9228 MESQUITE 18 14 615 HEALTH' 18 615 Q U 9061 OAK 11 15 707 LEANING EASTERLY 11 707 9229 BOIS DIARC 6 8 201 HEALTHY 6 201 X W O 9062 OAK 15 17 907 HEALTHY 15 907 9230 ELM 7 13 531 HEALTHY 7 531 W T ti 9063 ELM 8 10 314 HEALTHY 8 314 9231 ELM 11 12 452 HEALTH' 11 452 H U OO 9064 ELM 13 20 1256 HEALTHY 13 1256 9232 ELM 6 8 201 HEALTHY 6 201 F 9065 ELM 22 20 1256 HEALTHY 22 1256 9233 ELM 12 14 615 HEALTH 12 615 1Q 9066 ELM 11 20 1256 LEANING EASTERLY 11 1256 9234 ELM 9 13 531 HEALTH' 9 531 r n 0 Q 9067 ELM 11 16 804 HEALTH' 11 804 9235 BOIS DIARC 10 11 380 HEALTHY 14 380 V W ry 9068 BOIS DIARC 9 14 615 HEALTHY 9 615 9236 ELM 14 20 1256 HEALTH' 14 1256 00 9069 BOIS DIARC 10 14 615 HEALTHY 10 615 9237 ELM 10 13 531 HEALTH' 10 531 — tL Ir) 9070 BOIS DIARC 9 10 314 HEALTHY 9 314 9238 ELM 6 7 154 HEALTHY 6 154 U V 9071 BOIS DIARC 11 10 314 HEALTHY 11 314 9239 BOIS DIARC 7 10 314 HEALTHY 7 314 W 9072 BOIS DIARC 11 15 707 HEALTH' 11 707 9240 ELM 6 7 154 HEALTH' 6 154 1-- °o (3) 9073 OAK 18 21 1385 HEALTHY 18 1385 9241 ELM 12 14 615 HEALTHY 12 615 W 2 w LL 9074 BOIS DIARC 18 20 1256 HEALTHY18 1256 9242 ELM 11 15 707 HEALTHY 11 707 H 9075 ELM 36 24 1809 HEALTHY 36 1809 9243 ELM 12 10 314 HEALTH' 12 314 Q Q 9076 gum bumelia 17 16 804 HEALTHY 17 804 9244 ELM 8 10 314 HEALTHY 8 314 co CU 9077 ELM 8 17 907 HEALTH' B 907 9245 ELM 13 15 707 HEALTH' 13 707 > Cn 9079 mesquite 10 12 452 HEALTHY 10 452 9246 ELM 10 12 452 HEALTH' 10 452 Q 9080 mesquite 7 11 380 HEALTHY 7 380 9247 ELM 12 13 531 HEALTHY 12 531 to 9081 mesquite 9 11 380 HEALTHY 9 380 9248 ELM 13 14 615 HEALTHY 13 615 Z 9082 ELM 14 15 707 HEALTHY 14 707 9249 HACKBERRY 15 13 531 HEALTHY 15 531 Z 9083 cedar 10 12 452 HEALTH' 10 452 9250 WILLOW 35 17 907 HEALTHY 35 907 z 9084 ELM 11 13 531 HEALTH' 11 531 9251 BOIS DIARC 10 10 314 HEALTHY 10 314 9085 ELM 13 18 1017 HEALTH' 13 1017 9252 WI LLOW 28 18 1017 HEALTHY 28 1017�I,�I�I 4 9086 ELM 7 11 380 HEALTHY 7 380 9253 BOIS DIARC 10 8 201 HEALTHY 10 201 4-0 9087 ELM 11 14 615 HEALTHY 11 615 9254 WILLOW 11 13 531 HEALTHY 11 531 C 9088 ELM 11 15 707 HEALTHY 11 707 9255 WILLOW 13 12 452 HEALTH' 13 452 CD 9089 ELM 10 10 314 HEALTHY 10 314 9267 GUM BUMELIA 7 12 452 HEALTHY 7 452 V 9090 ELM 10 11 380 HEALTHY 10 380 10000 ELM 10 13 531 HEALTH 10 531 i 9091 ELM 10 15 707 HEALTH' 10 707 10001 HE RCULES CLUE 10 8 201 HEALTHY 10 201 CU 9092 OAK 30 22 1520 HEALTH' 30 1520 10002 HERCULES CLUE 8 7 154 HEALTHY 8 154 Cn 9093 ELM 6 8 201 HEALTHY 6 201 Uj 00 W 9094 ELM 10 13 531 HEALTHY 10 531 TOTALS 2.608 140,989 664 39,341 1,944 101,648 C`7 Q 9095 OAK 8 15 707 HEALTH' 8 707 PERCENT TREE CANOPY 100% -. — - 28% 72% � ,;1- -- X tU 9096 ELM 13 18 1017 HEALTHY 13 1017 i Lo 9097 ELM 13 15 707 HEALTHY 13 707 w 0 Q 9096 ELM 10 18 1017 HEALTHY 10 1017 U z 0 ~ O 9099 ELM 15 20 1256 HEALTHY 15 1256 LUI Z 0 U) 9100 ELM 10 1$ 1017 HEALTHY 10 1017Uj V— 9101 ELM 7 10 314 HEALTHY 7 314 U U N O 9102 ELM 10 15 707 HEALTHY 10 707 > z Q ~O 9103 ELM 6 8 2Q1 HEALTHY 6 201 / Q Ld Q C� 9104 ELM 12 15 707 HEALTHY 12 707 LL w 1/ CV 9105 ELM 9 9 254 HEALTHY 9 254 w> U 9106 9107 ELM ELM 6 6 8 8 201 201 HEALTHY HEALTHY 6 6 201 201 1 1 U) Q 00 Q ry 9108 ELM 10 12 452 HEALTH' 10 452 <m Q Q z 9109 ELM 18 28 2462 HEALTHY 18 2462 O C Q 0 >_ n 9110 ELM 6 10 314 HEALTHY 6 314 G _ Ij > O ry 9111 ELM 10 18 1017 HEALTHY 10 1017 M U -j 9112 ELM 15 24 1809 HEALTHY 15 1809 W 00 9113 ELM 10 12 452 HEALTHY 10 452 z > 9114 ELM 14 16 804 HEALTH 14 804 � z O 9115 ELM 7 10 314 HEALTHY 7 314 `�+ V) U) D ILL9116 ELM 14 20 1256 HEALTHY 14 1256 9133 ELM 8 10 314 HEALTHY 8 314 w 9134 ELM 8 7 154 HEALTH' 8 154 z 9136 ELM 12 17 907 HEALTHY 12 907 Q co ui Lo 0 9137 ELM 8 11 380 HEALTH' 8 380 J U U Q U 9138 ELM $ 10 314 HEALTHY 8 314 J = C'5 C 9139 ELM 8 12 452 HEALTHY 8 452 CD m 9140 BOIS DIARC 22 13 531 HEALTHY22 531 M rrnn Q 9141 ELM 11 15 707 HEALTHY 11 707 V m 9143 ELM 9 12 452 HEALTHY 9 452 O 0 z Y 9144 ELM 8 8 201 HEALTHY 8 201 U) z Q x 9145 ELM 6 8 201 HEALTHY 6 201 (n J = Q 9146 ELM 13 14 615 HEALTHY 13 615 r n 0 m = O 9147 ELM 11 12 452 HEALTHY 11 452 V J 0 Q 0 9146 ELM 9 10 314 HEALTHY 9 314 Q 9149 ELM 10 16 804 HEALTHY 10 804 = 0 U 9150 ELM 7 13 531 HEALTHY 7 531 U (n — 9151 ELM 6 11 380 HEALTHY 6 380 Q 9152 ELM 6 10 314 HEALTH' 6 314 J 9153 ELM 13 12 452 HEALTHY 13 452 m 9154 ELM 10 14 615 HEALTHY 10 615 9155 ELM 9 11 380 HEALTH' 9 380 CITY CASE NUMBER: 9156 ELM 8 11 380 HEALTHY 8 380 915 ELM 6 7 1 HEALTHY 6 154ZA24-0010 � 9158 BOIS DIARC 18 20 1256% HEALTHY 18 12566 Q 9159 ELM 8 10 314 HEALTHY 8 314 IZ 9160 ELM 6 8 201 HEALTH' 6 201 9162 ELM 6 5 79 HEALTHY 6 79 SHEET DESCRIPTION Q 9163 ELM 13 14 615 HEALTHY 13 615 TREE CONSERVATION z 9164 BOIS DIARC 12 11 380 HEALTHY 12 380 Q IDENTIFICATION 9165 ELM 18 20 1256 HEALTHY 18 1256 LLI 9166 ELM 13 14 615 HEALTH' 13 615 CHARTS 75 9167 ELM 15 14 615 HEALTHY 15 615 Q 9165 BOIS DIARC 13 12 452 HEALTHY 13 452 z 9169 ELM 9 12 452 HEALTHY 9 452LLI SHEET NO. TC-2 F-1 SHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES) N N O N W 0 Q W Q 0 J n O O U 0) N (ts O U) O I` O O N 1 O CL ry U N LL O N C/) U O i_ co lv U W ca O co O ti O O N 1 0- ry ry L N LL N U Q J m X O 0 0 U Q J m U) Q n 0 Z Q W 75 Q LU J M a. N v ry W) 0 m 0 w a JQ 0 UJ 4 SINGLE TREE TREE TREE PROTECTION PROTECTION 01 SIGN SIGN F.IGH VISIBILITY PLASTIC MESH FENCING HIGH VISIBILITY PLASTIC MESH FENCING PROTECTIVE FENCING: 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 upright and in place. The fencing shall be of a highly visible material, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible to the workers on -site. PRIOR TO CONSTRUCTION: The contractor or subcontractor shall construct and maintain, for each protected tree or group of trees on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the trees to protect them from construction activity. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior work has been completed. TYPICAL TREE PROTECTION FENCING NO SCALE D'I �,W W IWWw trty W ,l- W WWWwW �-YWW W`YWWW wll D o W�L Y W W W W r� W WWW W W w .t-�-.T' .l-�.✓ w w '�4� � W W p .. 9 Ji W W W W/WW W W W WWW �� wW W w/'LJ W� � 4 9 O 1WyWyW W WWWwW WW WWWWWW W WwW WY� W W W W��W .Y W � D v WW�W�W W W W W W W W W �• W -b '" W W � W WWW W WWW W W W W WWWWWW d•WW W ... W .y `" -7�/ - _ � � . W W W W �`4w`l.W`.'W`b�y'w'✓W`FW'YW`4W'YW`Y �'4 W`t'W'b W'!'W`L W'4 W'YW% ��-v W w v - 4. 4 d W +Y Y. i u< y W ✓• w W W .Y ✓< W W .1+ W y y d+ W W Y _ � w w W "'W"'W w d, d• W WWW�.Y� WW�WW WWWWWyYW•L�Wy Wy W�WW+YWWy W�W.4WW �� yy' �. D 4 �, W W W W /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/:/ /\//\//\//\//\/// H - 40% ROOT KILL. r 10 TUNNELING SAVES ROOTS OO BORING: Boring of utilities under protected trees shall be required in those circumstances where it is 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 minimum depth of 48 inches. TYPICAL TREE BORING AND TUNNELING NO SCALE A. Make partial Cut from beneath, at a point several Inches away from the trunk. S. Make a second cut from above several inches out from the first cut, to allow the limb to fall safely. C. Complete the job with a final cut just outside the branch collar, the raised area that surrounds the branch where it joins the trunk. TYPICAL TREE PRUNING NO SCALE 2"W LUMBER In situations where a protected tree remains in the immediate area of intended construction and the tree may be In danger of being damaged by construction equipment or other activity, the contractor or subcontractor shall protect the tree with 2"x4" lumber encircled with wire or other means that do not damage the tree. The intent is to protect the trunk of the tree against incidental contact by large construction equipment. TYPICAL BARK PROTECTION NO SCALE 1 DRIP LINE DRIP LINE TRUNK CRITICAL Rodr ZONE 20' (CONCEPTUAL) TO 20, (CONCEPTUAL) RADIUS OUTERMOST DRIP LINE FOR CONCENTRIC CIRCLE �ry CRITICAL ROOT ZONE: 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. DRIP LINE: A vertical line run through the outermost portion of the canopy of a tree and extending to the ground. CRITICAL ROOT ZONE AREA NO SCALE The following activities are prohibited within the limits of the critical root zone of any protected tree subject to the provisions of the Tree Preservation Ordinance. The following procedures shall be followed on all types of construction projects (including residential, commercial, and municipal / public domain projects). 1. Material Storage: No storage or placement of materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limns of the critical root zone of any protected tree, 2. Equipment Cleaning/Liquid Disposal: No equipment shall be cleaned or other liquids, including, without limitation, paint, oil, solvents, asphalt, concrete, mortar or similar materials deposited or allowed to flow Into the critical root zone of a protected tree. 3. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature, shall be attached to any protected tree. 4. Vehicular Traffic- No vehicular andfor construction equipment traffic or parking shall take place within the critical root zone of any protected tree other than on existing street pavement. This restriction does not apply to single incident access within the critical root zone for 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 protected tree unless adequate protective construction methods are approved in advance in writing by the Administrative Official. 6. Impervious Paving: No paving with asphalt, concrete or other impervious materials shall be placed 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, trenchers, compressors, and hoists, shall be allowed inside the drip -line of any protected tree on any construction site without prior written approval of the Administrative Official. 8, Root Pruning: All roots two inches or larger in diameter which are exposed as a result of trenching or other excavation shall be cut off square with a sharp medium tooth saw and covered with pruning compound within two hours of initial exposure. The following procedures shall be followed on all types of construction projects (including residential, commercial, and municipal / public domain projects). 1. Protective Fencing: Prior to the issuance of any building or earth disturbance permit, or commencing construction, the owner, contractor or subcontractor shall construct and maintain, for each protected tree on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the tree to protect it from construction activity or in cases of heavily wooded sites, as approved by the Administrative Official. 2. All protective fencing shall be in place prior to commencement of any site work and remain in place until 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 fence shall be constructed of chain link or other similar metal, wooden material or semi -rigid 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 by approved methods sufficient enough to keep the fence upright and in place for the duration of the construction. 6. The owner shall cause the required fencing to be installed and maintained for the duration of the construction. 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 preservation instruction detail sheet and approved tree conservation plan shall be posted at each entrance to the subject property upon which one or more trees subject to the permit is situated, and at any other location designated by the Administrative Official. 9. All of the above conditions must be adhered to and inspected by a city inspector prior to the issuance of any permits. �0101 ■�� PUBLIC WORKS DEPARTMENT Lf ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS TREES NOTE: TREE PROTECTION DETAILS THIS STANDARD DETAIL SHEET IS TO BE USED AS A GUIDE ONLY. CONSULTANTS ARE TO REVIEW AND VERIFY ADEQUACY FOR THEIR PROJECTS, FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY REVISION DATE; FILENAME: OF THE SPECIFIC PROJECT ENGINEER SEPTEMBER,2015 SD-10 TREE -DWG SHEET: SD-10 DRAWN BY: SCB CHECKED BY: BLA DATE: 04.01.2024 ISSUED FOR PERMIT: ISSUE FOR PRICING: REVISIONS: No. I Description I 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. r` 0 N 0 Z Z 00 J . W U ° � N U a (A a x W Z W F 2 I U � 0 Q V LU r— vJ D W 0 IL > LU = U Q F cf Ill Q In Z 2 ri -W) W � _ T Lo `X< 0 LU O Z0ti LL LU U�U LLJ Z O LU J W Of UN Q LL.I LJJ>� U) Q N Q> m Q U) m Q Z 0> Q G U�>Lj~U O Z Z:) � > 00 It 1— Z Cn �mU)::)QO� Z �WZ0-) Q J �0�1— J = C,5 LLI M ��DUU W 0 O Z LL Y L.L. V) Z U) 1�_ 0 00 2 0 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) METAL WALL COPING PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH METAL CANOPY CAST STONE DETAIL TYPICAL PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH ACCENT COLOR METAL WALL COPING 12" ALUMINUM LETTERS POTENTIAL ART LOCATION CAST STONE DETAIL TYPICAL 00 SOU HLAKE MUNICIPAL SE ICE C TER CV � METAL WALL COPING PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH AWN 1ONI9191UTAW1a - _ PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH ADMIN. BUILDING ROOF LEVEL - 28' - 0" o `" � METAL I I 4 CANOPY N nI�� 0� �� N STEEL COLUMN I �\� \ u \ � �� s STEEL ALUMINUMCD - STOREFRONT TYP ► a COLUMN RETAINING -- WALL _ — " _ ADMIN. BLDG. MAIN LEVEL —III III III III III III III III III III III III III III --III III III III III III III III III III III III UTILITY BILL — WINDOW TYPICAL DROP-OFF BOX ADMINISTRATION BUILDING WEST ELEVATION SCALE: 118" = 1'-0" METAL WALL COPING PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH WINDOW TYP. PRE -FABRICATED ALUMINUM CANOPY TYP. STEEL COLUMN 3 ADMINISTRATION BUILDING NORTH ELEVATION SCALE: 118" = 1'-0" 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 2 ADMINISTRATION BUILDING EAST ELEVATION SCALE: 1/8" =1'-0" METAL WALL COPING J I LLL IJV LIJ IVIIV METAL WALL COPING II I II I � u i ii i s 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 5 14'-0" STEEL COLUMN )MIN. BLDG. LOWER LEVEL PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH ACCENT COLOR PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH ADMIN. BUILDING ROOF LEVEL 28'-0" METAL CANOPY STEEL COLUMN ALUMINUM STOREFRONT TYP ADMIN. BLDG. MAIN LEVEL 14'-0" RETAINING WALL 77-7 ADMIN. BLDG. LOWER LEVEL \-\\ \\ \\ --�\ - \\ \\\ \-\\ o, o„ ;lk—',ffl HI HI III 1�� - STEEL COLUMN RETAINING WALL METAL WALL COPING STOREFRONT TYP METAL WALL COPING ALUMINUM STOREFRONT TYP PAINTED TILT -UP WALL WITH FORM LINER MASONRY FINISH METAL WALL COPING 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. o STEEL COLUMN 1 ADMIN. BLDG. LOWER LEVEL t 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 " . U 0 H z " W rn Z F� H W OD a N f11 M V M Z H 00 Z Z LL . OgIN W U00 M a 0 ID zrl x l;J D I�- I--I o V1 W . 0 H IL W I U 0 a JJ D In w Ln z w —■ 0 LU M U) t �z ,c Ow ° Ln LU t� zoo U. Uj Z o Jv>c�ll�_w >LU zoacaN� �w><~N� �`"aooU)ll�-0 —a�aaa� 0> �z mv�>w0a �MW5> M� Z�WzM L1i Qj�v�a J LU 00 �zOQLU UJ 0 2i J Z �0 Cl) Cn>- Q°ao Cn V 04/01 /2024 CITY CASE NO. ZA24-001 0 4 ADMINISTRATION BUILDING SOUTH ELEVATION SCALE: 1/8" =1'-0" SHEET NO. SP-ELEV-1 STANDING SEAM METAL ROOF SERVICE BAY BUILDING ROOF LEVEL 19'-011 — — GUTTER s= DOWNSPOUTS WITH BOOTS TYP. STEEL COLUMN SERVICE BAY BUILDING LEVEL 01 - 011 METAL WALL - PANEL TYPICAL SERVICE BAY BUILDING -WEST ELEVATION SCALE: 1" = 10'-0" U III STANDING SEAM METAL WALL PANEL TYPICAL 2 SERVICE BAY BUILDING -WEST ELEVATION SCALE: V = 10'-T SERVICE BAY BUILDING ROOF LEVEL 19'-01 — — SERVICE BAY BUILDING LEVEL 3 SERVICE BAY BUILDING - NORTH ELEVATION SCALE: V = 10'-T 0 - nARInIRIr nr-ARA V V I I V V V V V 11 1 . 5 SERVICE BAY BUILDING - EAST ELEVATION SCALE: 1" = 10'-0" i SERVICE BAY BUILDING ROOF LEVEL 19'-011 GUTTER PRE -FABRICATED METAL WALL GUTTER ALUMINUM CANOPY TYP. PANEL TYPICAL PRE -FABRICATED Al I IRAIRn IRA f�AKIr%MN/Tvn V V V V I V J r V V I J V V I I I I I V I L I f I_ V V f 1[_!_ V V I I V V IJ V V I I I BOOTS TYP. PANEL TYPICAL STEEL COLUMN SERVICE BAY BUILDING MID LEVEL DOWNSPOUTS WITH BOOTS TYP. SERVICE BAY BUILDING LOWER LEVEL -2' - 0'1 6 SERVICE BAY BUILDING -EAST ELEVATION SCALE: 111= 10'-011 IVIL I/ -%I- VVP%LL PANEL TYPICAL STANDING SEAM METAL ROOF GUTTER PRE -FABRICATED ALUMINUM CANOPY TYP STEEL COLUMN DOWNSPOUTS WITH BOOTS TYP. i i ir•r.�>>rurrr V V V V 1 V V 1 V V I V VVI 1 I 1 -IN 1 11 . BOOTS TYP. 11 . ICI" I ,L V� ,LL PANEL TYPICAL VLV I IVIVfIL V V LI\I ILfIV DOOR TYP. STANDING SEAM METAL ROOF GUTTER PRE -FABRICATED ALUMINUM CANOPY TYP. STEEL COLUMN DOWNSPOUTS WITH BOOTS TYP. T: GUTTER STEEL COLUMN DOWNSPOUTS WITH BOOTS TYP V V V I I I r. r�l ITTC� WINDOW TYP. UV LLf11\V I 1 r. PRE -FABRICATED ALUMINUM CANOPY TYP. SECTIONAL OVERHEAD DOOR TYP. i SERVICE BAY BUILDING ROOF LEVEL 191-OVI— SERVICE BAY BUILDING LOWER LEVEL -2'-0" �- STANDING SEAM METAL ROOF GUTTER �11 N ,e � A BOLLARD TYP. SECTIONAL OVERHEAD DOOR TYP. STANDING SEAM METAL ROOF L' THE BUILDING EXTERIOR WALLS DO NOT DRAWN BY: CDW MEET THE MASONRY ORDINANCE 557-A REQUIREMENTS, WHERE 80% OF THE CHECKED BY: B.O. EXTERIOR WALLS SHALL BE I CONSTRUCTED OF MASONRY OR GLASS DATE: 04/01/2024 FOR THE BUILDINGS UNDER S-P-2 ISSUED FOR PERMIT: ZONING ISSUED FOR PRICING: 1 N REVISIONS: No. Description Date DOWNSPOUTS WITH BOOTS TYP. SERVICE BAY BUILDING ROOF LEVEL �- 19'-011 GUTTER s DOWNSPOUTS WITH BOOTS TYP. O SERVICE BAY BUILDING MID LEVEL- o STEEL COLUMN _11 _ O11 SERVICE BAY BUILDING LOWER LEVEL �- ,II II III III -21-011 4 SERVICE BAY BUILDING - SOUTH ELEVATION SCALE: V = 10'-T m-rr.rr i 1- 1 L 1 rl L V V flL L V V I I V V V V V I I I. PANEL TYPICAL STANDING SEAM KAI=TA1 Dnnr-' UVLLfII\V I I I . METAL WALL PRE -FABRICATED DONGI TVDIr'Al Al I IRAINI IKA r ANInDV TVD PANELTYPICAL I I I DOOR TYP v�`I.I l�r,� �VII.�.,VV III �.,.,.,I. I I I PANEL TYPICAL VVII.�.,�V I 11 . SERVICE BAY BUILDING ROOF LEVEL t 19'-0" ' SERVICE BAY BUILDING LEVEL �- 0'-011 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 VI In `n NIn . U 0 N N z W 1*1 I --I Z N 00 o� f11 V Z N M M N Z 00 Og Z LL LL W Q UCo a M Co In V, 0 z 0 ,n W H-i U W 0 1- . V) F M o w W U 0 0 0 Q UJ Ln ui a In z HOE . . z z z w ANN■ 0 ■ LU co U) �z �Q ��x Ow 0LaLU C� Z O \ LLwwFzo Jv>c.) III- w � ZoacaN� �w>~�N� �`"Qm�F-O —a�aaa� o� ��z MUM>w00Q LU co ZCnLUz L1i Q j 0U)Q Jowm� — Wcn�0Z�J ~LL Z Q OC=mH Cn� Q°ao V 04/01 /2024 CITY CASE NO. ZA24-001 0 SHEET NO. 0 SP-ELEV-2 BOOTS TYP. ASPHALT SHINGLE ROOF i INTEGRAL COLOR CMU DOOR TYP. FALL PROTECTION TYP. ANCHOR POINT TYP. EXTERIOR STAIRS STUCCO DETAIL TYP. INTEGRAL COLOR CMU DOWNSPOUT TYP. STUCCO DETAIL TYP. ROOF HATCH \ WINDOWS TYP. CD N 0� FIRE TRAINING TOWER- FIRST LEVEL_ — -1 1 o'-o° PUBLIC SAFETY TRAINING TOWER - WEST ELEVATION SCALE: 118" = 1'-0" FALL PROTECTION TYP. ANCHOR POINT TYP. DOWNSPOUT TYP. FALL PROTECTION TYP. ANCHOR POINT TYP. INTEGRAL COLOR CMU DOOR TYP. BALCONY RAILING TYP BALCONY DOOR TYP. BALCONY DOOR TYP. 3 PUBLIC SAFETY TRAINING TOWER - EAST ELEVATION SCALE: 1/8" = 1'-0" FIRE TRAINING TOWER - ROOF LEVEL 44' - 0" FIRE TRAINING TOWER - FOURTH LEVEL 33'-0" FIRE TRAINING TOWER - THIRD LEVEL 22'-0" FIRE TRAINING TOWER- SECOND LEVEL ill -0" FIRE TRAINING TOWER - FIRST LEVEL 0'-0" FALL PROTECTION TYP. ANCHOR FIRE TRAINING TOWER - ROOF LEVEL POINT TYP. 44'-0" DOWNSPOUT TYP. INTEGRAL FIRE TRAINING TOWER - FOURTH LEVEL COLOR CMU 33'-0" STUCCO DETAIL TYP. FIRE TRAINING TOWER -THIRD LEVEL 5�_ 22' - 0" i BALCONY ROOF HATCH FIRE TRAINING TOWER - SECOND LEVEL 11 BALCONY INTEGRAL COLOR CMU VVIIVV\IVVJ I IF. 2 PUBLIC SAFETY TRAINING TOWER - NORTH ELEVATION SCALE: 1/8" = 1'4' EXTERIOR STAIRS INTEGRAL COLOR CMU 4 PUBLIC SAFETY TRAINING TOWER - SOUTH ELEVATION 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. FIRE TRAINING TOWER - ROOF LEVEL 44' - 0" FIRE TRAINING TOWER- FOURTH LEVEL 33' - 0" FIRE TRAINING TOWER -THIRD LEVEL 22' - 0" FIRE TRAINING TOWER -SECOND LEVEL 11'-0" FIRE TRAINING TOWER -FIRST LEVEL 01 011 - FALL PROTECTION TYP. ANCHOR FIRE TRAINING TOWER - ROOF LEVEL POINT TYP. 44' - 0" DOWNSPOUT TYP. FALL PROTECTION TYP. ANCHOR FIRE TRAINING TOWER - FOURTH LEVEL POINT TYP. 33' - 0" INTEGRAL COLOR CMU STUCCO DETAIL TYP. FIRE TRAINING TOWER - THIRD LEVEL 2" BALCONY 2' - 0 BALCONY RAILING TYP FIRE TRAINING TOWER - SECOND LEVEL BALCONY 11' - 0" INTEGRAL COLOR CMU FIRE TRAINING TOWER - FIRST LEVEL 0'-0" 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 Ln VI N . ULn o H z " w Z I --I H OD o� a N f11 M V M Z D z OD z � z LL ■ Og a W U M Q 00 a00 0 z x (D LU � I- H� o 1 W V� . H o W U o 0 Q H Ln ui Q ■■ z on w �■ 0 ■ LU M a �z x OW °L0aLU Uz 0 U. U j LU o JCS=W oc::t >ZoacaN>- LU W H N = m��0 —a�aaa� 2io_o� �z mv2>wa D_W�� Uj CO r ZWZ� Q.v0L1i a j O LU =�ZC�Q� Wcn�0Z�J Z .o o�=mom Cn> Q°ao ~ _ U) V 04/01 /2024 CITY CASE NO. ZA24-001 0 SHEET NO. SP-ELEV-3 1'-4" ) CE 18'-0" TYP. - _------------ �JL COVERED PARKING - EAST ELEVATION SCALE: 3/16" =1'-0" 1' - 4"� 18'-0" TYP. I� z 9 I 4 COVERED PARKING - WEST ELEVATION SCALE: 3/16" =1'-0" 1'- 4" 2'-4"(- 14'-0" (E2'-4" METAL ROOF 1/4" / 1'-0" � s � r: STEEL ROOF JOIST STEEL BEAM s STEEL COLUMN 0 Eo 2 COVERED PARKING - SOUTH ELEVATION SCALE: 3/16" =1'-0" 30' - 0" CL 30' - 0" — — — — — — — — — — — — — — — — — — — - 5 POLE BARN - EAST ELEVATION SCALE: 3/16" =1'-0" 1'- 4" 1'-4" s METAL ROOF 18'-0" �1' - 4" TYP s 2'-4"7E 14'-0" (E2'_4" 1 /4" / V-0" > STEEL ROOF JOIST STEEL BEAM STEEL COLUMN > o Eo [No Slope] 3 COVERED PARKING - NORTH ELEVATION SCALE: 3/16" =1'-0" � 18'-0" 1' - 4" TYP. a o � 00 40' - 0" 1 4" METAL ROOF �• STEEL ROOF JOIST ( I I I I I I I I I I I I I I I I I I I Is I STEEL BEAM, STEEL COLUMN 30' - 0" 30' - 0" METAL ROOF STEEL ROOF JOIST v STEEL BEAM s STEEL COLUMN 6 POLE BARN - NORTH ELEVATION SCALE: 3/16" =1'-0" 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 1 /4" / 1'-0" s l STEEL ROOF JOIST STEEL BEAM s STEEL COLUMN 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 - Y1 N . U0 o Ln z W rn Z r, OD o� a N !n M V M z H OD z Z LL Og d W U M Q r; d OD N � 0 ID z a x r r� W LU v 7 I --I o v/ W . W H LL O I U 0 Q t D V) u; a HEN■■ z w IN 0 W ��// LJJ 00 M Q L.LZ OW ° aLU X c� L.L LU z 0 ZLU o LU V = V F_ W >ZOCQNH W > H � C q —cnamCj)F-0 QaC� mv2>WapQ D =) W W ZaCfl�Z 00 r r 0 Q� J J = C) W U)a 00 O.MMa0 0 LUU) to Z Z � Q �Z�J .0 oc=mom U) Q 0 < O V C) 04/01 /2024 CITY CASE NO. ZA24-001 0 SHEET NO. 7 POLE BARN - WEST ELEVATION 8 POLE BARN - SOUTH ELEVATION SCALE: 3/16" =1'-0" SCALE. 3/16 -1-0 SP-ELEV-4 ti 24'-0" TYP. 1 COVERED FLEET PARKING - EAST ELEVATION SCALE: 3/16" =1'-0" 24'-0" TYP. I I 1 26' - 0" METAL ROOF 1 /4" / V-0" Is � Is STEEL ROOF JOIST STEEL BEAM s STEEL COLUMN 0 N ----7-I ' 2 COVERED FLEET PARKING - SOUTH ELEVATION SCALE: 3/16" =1'-0" T T ELECTRIC VEHICLE CHARGING STATION (2 SPACES) 0 N E� (1 4 COVERED FLEET PARKING - WEST ELEVATION SCALE: 3/16" =1'-0" 1'-4"10'-0" �� _1'_4" METAL ROOF w STEEL ROOF JOIST STEEL BEAM STEEL COLUMN 6 ROOF COVER AT STORAGE CONTAINERS - WEST ELEVATION SCALE: 3/16" =1'-0" CONCRETE BIN BLOCKS 2'-0" X 2'-0" X 4'-0" 4'-0" HIGH (2 BLOCKS TYPICAL) 2'-0" 20'-0" 2'-0" I , 0 ELECTRIC VEHICLE CHARGING STATION (2 SPACES) 1'- 4" 20'-0„ j 1'-4„ METAL ROOF 1/4" / 1'-0" IN STEEL ROOF JOIST i STEEL BEAM 0 0 -� STEEL COLUMN I- 7 ROOF COVER AT STORAGE CONTAINERS -SOUTH ELEVATION SCALE: 3/16" =1'-0" 36' - 0" Nd CONCRETE BIN BLOCKS 2'-0" X 2'-0" X 4'-0" 4'-0" HIGH (2 BLOCKS TYPICAL) ti ELECTRIC VEHICLE CHARGING STATION (2 SPACES) �(� 26'-0" /1'-4" 114" / V-0" METAL ROOF STEEL ROOF JOIST STEEL BEAM s STEEL COLUMN 0 N ELECTRIC VEHICLE CHARGING STATION • r 3 COVERED FLEET PARKING - NORTH ELEVATION SCALE: 3/16" =1'-0" 0 0 T 10'-0" (E�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 24' - 0" TYPICAL) CL 24'- 0" TYP. 1� -- �= ELECTRIC VEHICLE CHARGING STATION (2 SPACES) 24' - 0" TYP. I 0 (V a /1- 4" METAL DRAWN BY: CDW ROOF B.O. CHECKED BY: STEEL DATE: 04/01 /2024 ROOF ISSUED FOR PERMIT: JOIST STEEL ISSUED FOR PRICING: BEAM STEEL REVISIONS: COLUMN 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 - Y1 N . U0 o Ln z W rn Z OD n o� a N !n M V M Z M OD Z Z LL Og d W U M Q r; d o ID ID z x (D W ;J 7 � H-I U 3 r1' - 4" V) W H o METAL W I ROOF U0 0 Q F i� STEEL ROOF u; JOIST .■ a z STEEL . . W BEAM Ui STEEL -� COLUMN LJJ00 M Q �z ��,�X OW °`naLU ° � 20'-0" U. W Z 0 METAL ROOF V W C.)LU 1 /4" / V-0" J Z a V N>- s I Is I STEEL ROOF JOIST Q W Q W Z U Q Cl) H � M STEEL BEAM J Mm V ° a�Qaa� �a0> m ��z Ww~Q 0 00 s STEEL COLUMN _ _ W > M �cim � _ Q � a Z LU R LU vi~ Z � °a JoWm� 9 ROOF COVER AT STORAGE CONTAINERS NORTH ELEVATION 0 to to z° z Q SCALE: 3/16" =1'-0"LLJ Z J �0 ion=mom °Qo CONCRETE BIN BLOCKS _ U)2'-0" X 2'-0" X 4'-0" V 4'-0" HIGH (2 BLOCKS 36' - 0" TYPICAL) 04/01 /2024 o CITY CASE NO. ZA24-001 0 10 WASHOUT PIT - NORTHIWEST ELEVATION SCALE: 3/16" =1'-0" 11 WASHOUT PIT - SOUTHIWEST ELEVATION SCALE: 3/16 =1-0 12 WASHOUT PIT - SOUTHIEAST ELEVATION SCALE: 3/16" =1'-0" SHEET NO. 13 WASHOUT PIT - NORTH/EAST ELEVATION SP-ELEV-5 SCALE: 3/16" = 1'-0" 9 30' - 0" li- 30'- 0" li- 30' - 0" li- 30' - 0" CL 31' - 8" C �1' - 4" METAL Qz I ROOF � J STEEL . ---- _ ROOF I _\ JOIST CONCRETE BIN BLOCKS CONCRETE BIN BLOCKS 2'-0" X 2'-0" X 6'-0" 2'-0" X 2'-0" X 6'-0" STEEL I 8'-0" HIGH (4 BLOCKS TYPICAL) 8'-0" HIGH (4 BLOCKS TYPICAL) BEAM s STEEL a, COLUMN I o 00 bo I I I2'-0°I 28'-0" \ 2'-0° 28'-0" 2'-0° 28'-0" 2'-0° 28'-0" 2'-0° ` 28'-0" 2'-0" r 'r r J� 1� 1� J� 1� J� 1� J� � MATERIAL BIN STORAGEISPOILS - NORTH ELEVATION SCALE: 3/16" =1'-0" CONCRETE BIN BLOCKS 2'-0" X 2'-0" X 6'-0" 8'-0" HIGH (4 BLOCKS TYPICAL) 2'-0", 2 MATERIAL BIN STORAGEISPOILS - NORTH ELEVATION SCALE: 3/16" =1'-0" 94' - 0" 4" 33' - 4" METAL ROOF 1 /4" / 1'-0" yY sSTEEL ROOF JOIST STEEL BEAM 32' - 0" 3 MATERIAL BIN STORAGEISPOILS - EAST ELEVATION SCALE: 3/16" =1'-0" 1 -4� _ 31'-8" _ / 1, 11 --------------------------- CONCRETE BIN BLOCKS l 2'-0" X 2'-0" X 6'-0" 8'-0" HIGH (4 BLOCKS TYPICAL) 00 5 MATERIAL BIN STORAGEISPOILS - SOUTH ELEVATION SCALE: 3/16" =1'-0" 30' - 0" IQz J I I i 1 I i 1 1 CL s s 30' - 0" 31'-8" STEEL COLUMN CONCRETE BIN BLOCKS 2'-0" X 2'-0" X 6'-0" 8'-0" HIGH (4 BLOCKS TYPICAL) C I C �1' - 4" METAL ROOF i -----_ _---------- STEEL ROOF JOIST CONCRETE BIN BLOCKS STEEL BEAM 2'-0" X 2'-0" X 6'-0" 8'-0" HIGH (4 BLOCKS TYPICAL) s STEEL COLUMN o CV o0 30' - 0" 31'-8" 30'-0" Qzl J CONCRETE BIN BLOCKS 2'-0" X 2'-0" X 6'-0" 8'-0" HIGH (4 BLOCKS TYPICAL) \ I s o I 5 1 I I 2'-0"� 28'-0" 2'-0'l. 28'-0" �Z-0'�. 1'-3" 33' - 4" 1/4" / 1'-0" METAL ROOF I� STEEL ROOF JOIST I 32' - 0" STEEL BEAM s STEEL COLUMN 0 i bo s 4 MATERIAL BIN STORAGEISPOILS - WEST ELEVATION SCALE: 3/16" =1'-0" 30'-0" CONCRETE BIN BLOCKS 2'-0" X 2'-0" X 6'-0" 8'-0" HIGH (4 BLOCKS TYPICAL) CONCRETE BIN BLOCKS 2'-0" X 2'-0" X 6'-0" 8'-0" HIGH (4 BLOCKS TYPICAL) 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 30'- 0" C /I METAL w z ROOF i STEEL - I - — — — _ — ROOF JOIST STEEL BEAM I ' s STEEL I I COLUMN i DRAWN BY: CDW CHECKED BY: B.O. DATE: 04/01 /2024 ISSUED FOR PERMIT: ISSUED FOR PRICING: REVISIONS: No. Description Date n2024 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 u, Z N W rn 0 I--i Z N 00 rn W 00 LJJ M Q �z X OW °`n LU v z0� LL Lu Z JC�=VHW >ZLU OC Q LU N H �'''-'>~F-N� �`nQmcl'0 QQ� �a0> �z mv2LU >w�Q D M W 5 qIT W U)2mU)=QH LI00�W� ZQ��z� r ° Q.�c)U) J= wimp � n cv) � 0 CO Z Z Q LUU) �z~J I. LL 0 i0C=mH U) a0QO U) V 04/01 /2024 CITY CASE NO. ZA24-001 0 SHEET NO. 6 MATERIAL BIN STORAGEISPOILS - SOUTH ELEVATION SP-ELEV-6 SCALE: 3116" =1'-0" �21 30' - 0" 10'-0" CE 10'-0" CE 10'-01, METAL CANOPY o STEEL COLUMN -v 0 -s s BOLLARD 8" TYP. M FUEL STATION CANOPY - EAST ELEVATION SCALE: 3/16" =1'-0" 10'-0" CL 10'-0" CL 10'-0" s o 's 3 FUEL STATION CANOPY - WEST ELEVATION SCALE. 3/16 =1-0 METAL CANOPY STEEL COLUMN BOLLARD 8" TYP. 15'-0" 2 FUEL STATION CANOPY - NORTH ELEVATION SCALE: 3/16" =1'-0" 15'-0" 4 FUEL STATION CANOPY - SOUTH ELEVATION SCALE: 3/16" =1'-0" 30' - 0" 0 v MIMI 100'-0" M 001-01, 10'-0" s i 30' - 0" 30'-0" 1 s s 15'-0" 15'-0" s METAL CANOPY STEEL COLUMN DRAWN BY: CDW CHECKED BY: B.O. DATE: 04/01 /2024 ISSUED FOR PERMIT: ISSUED FOR PRICING: REVISIONS: No. Description Date BOLLARD 8" TYP. n 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 - Vl N . o U 0 N Z W rn 0 I--i Z 00 00 v rn (n M V M Z M CO . Z x Z � O n J n a W M U Q r; d 00 N Z (D W 7 � I --I U 0 W • s METAL 1 o CANOPY W ~ U 0 Q W u; a •■ STEEL z COLUMN wUi BOLLARD 8" TYP. LJJ Z M a� Q OW ° aLU X c� L.L LU z 0 ZLU o LU V = V F- W >ZOCQNH W cnQmCj)F- > H � C q — O QaC� mv2>WapQ D�iOC�WgITW U)2mU=QH W zQ��Z� 00 W O Q J J= 015 C) Wm� U)Q = co)0 0 LUU) to Z Z Q �0 �Z�J oc=mom U) F a0Qo 57 = cn 04/01 /2024 CITY CASE NO. ZA24-001 0 SHEET NO. SP-ELEV-7 PEDESTRIAN GATE T. - IIIIIIIII I I I I I PAINTED STEEL PIPE — , I I I I I I I I I n DUMPSTER ENCLOSURE ELEVATION V 5CALE:1/4"=1'-0" 61 4iW �-� III ! I 64 NOTE: PAINTED, 16 GAUGE, METAL PANEL ® BACK FACE` 15F STEEL GATE, GATE HINGE (TYP.) PAINTED -" n STEEL PIPE HOLD OPEN PIN - 1 DUMPSTER ENCLOSU VL SCALE: 114N--1 -W I ILI I It- 4 -ILI 'p- RETAINING WALL ELEVATION - TYPICAL 05 SCALE: 114"=1'4r 12'- 4" ENGRAVED SIGNAGE CAST STONE INSERT L k CAST STONE CAP I I i I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I = I I I I I I I I I I I I I I I SOUTHLAKE I = BRICK MUNICIPAL SERVICE CENTER = = I I I I I I I I I I I I I I I I I I CAST STONE --- III► 1 WATERTABLE ` STONE BASE 06 MONUMENT SIGN ELEVATION SCALE: 318"=1'4)" LED LIGHT ON 25' TALL POLE POLE LIGHT V 4" DIAMETER POLE POLE BASE COVER CHAMFERED EDGES j N CONCRETE BASE - I GRADE POLE BASE 09 POLE LIGHT NO SCALE ELECTRIC VEHICLE 10 CHARGING STATION NO SCALE STONE CAP t RE ELEVATION CONCRETE WALL W/ STONE FINISH GRADE PAINTED STEEL GATE 2" TUBE STEEL FRAME W/ 1" TUBE STEEL INTERMEDIATE RAILING W/ OPEN SPACE BETWEEN RAILS 0 6" MAX. STEEL. HANDLE CONCRETE APRON HOLD OPEN PIN/SLEEVE cif].' r.,[iis}. `rri `4'` ..P:'.. - -r,.7:;�:F :"Yn %�.��V:tiYy '1"r� '_»v � S+'�•�7 y ll Illlllllllllllllrl IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIjllllllll CAST STONE CAP SPLIT FACE CMU BLOCK co IIIIIIIIII111111111 IIIIIIIIII111111111 1111111111111111111 IIIIIIIIIIIIIIIIIII 03 DUMPSTER ENCLOSURE ELEVATION V SCALE-114"=1'-0" f% A DUMPSTER ENCLOSURE ELEVATION V`t SCALE: 1W=1'-0" NOTE: 13'- 2 ALL GATE MATERIAL DIRECTIONAL SIGN PER THE CITY OF SOUTHLAKE TO BE WROUGHT IRON 5" 41I WAYFINDING SIGN SYSTEM PLAN WELDED CONNECTIONS BREAK AWAY POSTS PRIMED Affl) PAii W BRONZE COLOR PAINT I +� I ALUMINUM PANEL LOGO 1" i9Q15AR'E HORIZONTAL RAIL TYPICAL Service Bays I REFLECTIVE WHITE VINYL in b LETTERS AND ARROWS 2" SQUARE ' Public Safety VERTICAL RAIL Training Tower... PAINTED ALUMINUM PANEL 1" SQUARE b VEROTICA �APICKETS ® I X.�r , Administration 41 ALUMINUM POST Building I ' CONCRETE PAVING �.� I `mopso`"ulmm I POST COVER METAL WHEELS AND TRACK AS REQUIRED FOR ENTRY GATE VEH ICU LAR ACCESS GATE ELEVATION VI SCALE:1/2"=1'-W 3 15/16" 1 1/2" X 1 1/2" STL. RAIL II 11 �� II II II II If II II II II —II II II II 11 II fl it II II I II Yil - TYP. OF 3LO PRIVACY SLAT. _ •� - . / ; f / - / _ CEDAR WOOD 2 1/2" X 2 1/2 TUBULAR F I STEEL POST AT @ 8'-C" O.C. 00 3/4" X 3/4" STL, PICKETS AT sff 3 15/16" CLEAR SPACING I CONCRETE POST FOOTING SLOPE TO DRAIN GRADE I i I I I I CONCRETE POST FOOTING I I I I I I I I f I I I # I I I f I I I 1 I I k----J L — — — J WROUGHT IRON FENCE WITH PRIVACY SLATS II SCALE: 1f2"=1'4r 81_ L METAL TOP RAIL CHAIN LINK METAL POST AT @ 8'-O'L O.C. METAL BOTTOM RAIL GRADE r%e SITE DIRECTIONAL SIGN ELEVATION Vu SCALE: 1M-1'4? I I I I CONCRETE POST FOOTING I I I I I I I I I r I f i I I 1 I I I L — —.— J L---J 12 CHAIN LINK FENCE SCALE: 1120=1'4r 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 Vl N ■ U0 N z W rn 0 m N ur m m Z x H 00 Z Og ^� W U m Q d OD 0 z x ,n W � l;J 7 1E H-I U 0 v/ LU1 . o N LL W I0 Q W LLI a noz n z ■■ W �/ LUM Q I..L Z OW °�aLU C7 r X U LL LU Z0 LU JC)=VHW LU �ZOCQNH LULU > H � C q —cnamc')F-0 mv�jw00Q ji LUc0rV�r ZQ��Z� r 0 <JoesUc) J= Wm_ F- a LU OCOZZ�Q LU U) LL ~0 � Z �J IOC=mH U) W 0 < V 04/01 /2024 CITY CASE NO. ZA24-001 0 SHEET NO. 71 SP-ELEV-8 46, * !P0. * 4� 1w, rrwr�INS jip �N�opma ... ti'!'YsgSEeyT,� r — - �-'� � }•t� ��.rii :i�rp:�%�-i;� i4fa :�!� •.,s 1'� �i � 1� •-'��vs_'• '•�w•�- - �- • -. ... 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'sue. � •'i'� f�..'pq - "�=. _ . - • - - _ .. - - , - - � , S.d- � •� n+ _-'r T Vim!»�8 _ - •.. _...��+-+ �;�'� .�..., an��.��'�.�.,,.•��,.r•. 0 '1" LU M �z Ow oLc)aLL t� z0� LL LU J L) F_ LU >zoacaN>- Lu w > ~ F_ N = �`"amcf)F-o —a�aaa� 5�0� F_ >iu0a �Dw5> M� ch wCOwC/)� Z�Wz�; Q.�uc°a J�owm� ��Q� z LUC/) 0 Z L J �z .o oc=mom Cn� Q°aa V 04/01 /2024 CITY CASE NO. ?A24-0010 Il�:�l �[11�:1�1►►��Ja�ll��.`1�11�11�L�M�►�1■Ili►I�I�1: h