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Item 6A - Approved Plans
ENGINEERING September 30, 2020 Mr. Dennis Killough Department of Planning & Development Services City of Southlake 1400 Main Street, Suite 310 Southlake, TX 76092 Re: Zoning Change / Site Plan — 2450 Crooked Lane Dear Mr. Killough: GMI Commercial Contractors have plans to develop a 13.16-acre site located at 2450 Crooked Lane. The site is currently zoned as AG. The Project would rezone the property to an SP-2 for phase 1 and phase 2 of the project. The first phase (Lot 1) of the project will have a base zoning of I-1 and will include an 80,000 sf facility that GMI will using for light manufacturing and their corporate headquarters. The second phase (Lot 2) of the project will consist of a mixed - use flex space and have a base zoning of I-1. REQUEST DETAILS: The applicant is requesting approval of a Zoning Change to S-P-2 Detailed Site Plan District with I-1 Light Industrial uses for the development of an 80,000 square foot facility for GMi Commercial Contractors. This first phase will consist of 7.42 acres and will have access through phase 2 to Nolan Dr. as shown on the site plan. It is also requested for approval of a Zoning Change to S-P-2 Concept approval with I-1 Light Industrial uses for the Phase 2 portion of the project. The Phase 2 portion will consist of 5.74 Acres. The development will consist four (4) lots which will include multiple office buildings along the front portion of the site, and the GMi Commercial contractors headquarter facility in the rear as well as all other components as shown on the submitted site plan. Parking has been dispersed around the site. Additional parking has been provided to allow for flexibility for uses in the future. The site has been oriented to try and maintain as much of the existing vegetation along Crooked Lane. Trees preservation along this corridor was emphasized to preserve the character of Crooked Lane. The S-P-2 Generalized Site Plan District zoning is proposed to allow any use permitted in the I-1 Light Industrial District with exception and addition to the uses listed in the submitted zoning document. Specific development details for the property is listed in the proposed S-P-2 zoning document which is included in Attachment `A', pages 2-5 of this document. Thank you and please call if you have any comments or need additional information. Sincerely, Clay Cristy, PE Zoning Document GMi Commercial Contractors Proposed Permitted Uses and Development Regulations for "SP-2" Zoning ZA20-0040 August 17, 2020 Permitted Uses: PHACF 1 This property is proposed to be divided into 1 lot all of which would include permitted uses as found in the 1-1 Light Industrial District as described in Section 18 of the Comprehensive Zoning Ordinance. Permitted 1-1 uses relative to this application consist of any use permitted in the 1-1 Light Industrial District with the following exceptions: 1. Blacksmithing or horse shoeing 2. Creamery and Diary Product Processing 3. Compounding of Cosmetics and Toiletries 4. Farrier 5. Feed Stores 6. Glass Blowing 7. Mattress Manufacturing or Mattress Renovation 8. Mini -Warehouses 9. Monument Manufacture 10. Ornamental Iron Works 11. Pest Control Businesses 12. Plastic Fabrication 13. Spray Painting Shop PHAU 7 This property is proposed to be divided into 3 lots all of which would include permitted uses as found in the 1-1 Light Industrial District as described in Section 18 of the Comprehensive Zoning Ordinance. Permitted 1-1 uses relative to this application consist of any use permitted in the 1-1 Light Industrial District with the following exceptions: 1. Blacksmithing or horse shoeing 2. Creamery and Diary Product Processing 3. Compounding of Cosmetics and Toiletries 4. Farrier 5. Feed Stores 6. Glass Blowing 7. Mattress Manufacturing or Mattress Renovation 8. Mini -Warehouses 9. Monument Manufacture 10. Ornamental Iron Works 11. Pest Control Businesses 12. Plastic Fabrication 13. Spray Painting Shop Uses that will be allowed in addition to the 1-1 Light Industrial District: 1. Administrative, executive and editorial offices for industrial organizations. 2. Computer manufacture and research. 3. Electronic manufacture, research and assembly. 4. Lithograph, engraving, printing and publishing. 5. Manufacture of medical and dental equipment. 6. Manufacture of musical instruments. 7. Medical clinics. 8. Optical instrument and lenses manufacturing. 9. Scientific and professional instrument manufacturing. 10. Small parts manufacturing and assembly. 11. Janitorial or cleaning services. 12. Pest control services. 13. Store fixtures sales facility. DEVELOPMENT REGULATIONS (ALL PHASES): This property shall be subject to the development regulations for the 1-1 Light Industrial District, and all other applicable regulations with the following exceptions: • To facilitate a contiguous development, buffer yards and building setbacks will not be required along internal boundary lines. • Allow for the impervious coverage to be calculated for the entire development as opposed to individual lots. • Future developments will provide architectural design similar in nature to phase 1 of the development. • Zoning Section 42.4.f establishes a F-2 Buffer yard requires a masonry fence. A Masonry Fence will not be provided for the F-2 Buffer. • Zoning Section 42.4.f establishes a F-1 Buffer yard requires an 8' opaque fence. A screen fence will only be provided along the property line to screen the truck docks. This will be a minimum 8' masonry fence. • Zoning Section 42 Table One establishes a F-1 Buffer yard will be required along the northwest corner of the site. For a distance of 380' along the northern property line due east from the northwest corner will not provide a buffer yard. • Tree Preservation Ordinance & Tree Technical Manual Ordinance 585-E 7.2.a Specifies that 50% of the existing tree canopy shall be preserved. 25.5% of existing tree canopy will be preserved. Coverage is approximately 42.7% and is predominantly located along the eastern and southern boundary of the site. Variance Requests: • Driveway Ordinance 634 requires that driveways maintain a minimum 250' spacing between driveway entrances. Driveway Spacing between driveways will be reduced to a minimum of 193' along Nolan Drive. • Driveway Ordinance 634 requires that driveways maintain a minimum 200' spacing between driveways and intersections. Driveway Spacing between intersections will be reduced to a minimum of 145' spacing along Nolan Drive from Crooked Lane. • Driveway Ordinance 634 requires a minimum driveway stacking of 100'. Stacking for the Driveway to Nolan Dr. will be reduced to 59.7'. Attachment A 0 0 Z Q _J IL W H rn N N W W 2 V) / 0 0 a U / w Y Q J 0 N z w 0 0_ a 0 (0 r- 0 N(LoOLO Of 00 W H U W � W � a0�0 I`Oa-0 Of r0 - r0 UON0) o m Q O Q H O U) O O UO Q 0- a- _J J I - I w J x Nw0U I Y O co J V) Ua m U Z Y 2 N ~z 00<w FWD FUTURE VILLAGE CENTER (INST. NN. D213015130 D.R.T.C.T.) N 89'30'00" E - 378.95' - CONNECT TO EX. VILLAGE CENTER DRIVE CROSS ACCESS DRIVE TO VILLAGE CENTER TO BE CONSTRUCTED VILLAGE CENTER DRIVE LV SITE DATA SUMMARY PROPOSED ZONING EXISTING NUMBER OF LOT SIZE MAX. BLDG # OF LOT COVERAGE FLR AREA RATIO PARKING HANDICAP SP. TOTAL IMPERVIOUS TOTAL PERVIOUS OPEN SPACE PHASE L.U.D. LOTS BLDG. AREA (SQ. FT.) HGT. (FT) STORIES EXISITING PROPOSED ACRES SQ. FT. REQ. PROV. REQ. PROV. REQ. RATIO REQ. REQ. RATIO REQ. TOTAL REQ. TOTAL PROV. REQ. PROV. (SQ FT) (%) (SQ FT) (%) (SQ FT) (%) 57,000 INDUSTRIAL 1:1.25 OFFICE (1 PER INDUSTRIAL (1 PHASE 1 AG SP-2 MIXED USE 1 LOT 7.12 310,211 22,500 OFFICE 35'-0" 2 50% MAX 25.8% MAX 0.26 300 SQ FT) 75 PER 1,000 SQ FT) 58 133 167 6 6 203,113 65% 107,098 35% 113,994 37% 1MAX PHASE 2 AG SP-2 MIXED USE 3 LOTS 5.74 249,993 58,780 35'-0" 1 50% MAX 23.5% 0.24 1 PER 300 196 196 264 7 7 185,944 74% 64,049 26% 78,158 31% rII 1 I I � � I I 0 >� I \ I m I LOT 1 BLOCK 1 \ r�rl n I NOLEN OFFICE PARK ADDITION z n �m I I DOC. No. D213017713 M I 24' PUBLIC ACCESS EASEMENT P.R.T.C.T. INST. NO. D213017713 D.R.T.C.T. A EX. ZONING: SP1 O O 5' UTILITY EASEMENT L.U.D.: MIXED USE F L p OWNER: MPA SOUTI-iLAKE MOB LLC INST. NO. D213017713 D.R.T.C.T. - - - - - - J ^ rY LOT 11 IN PHASE 1 ACCESS DRIVE TO S NOLAN \ e z I EASTER, THOMAS SURVEY; A474 I ccwa aww DRIVE TO BE CONSTRUCTED / IN PHASE 1 O lJ _ _ _ �' SER€�E1�ING FENCE a EX. ZONING: AG I - - - - - - - -a - - - - - � / � o DRIVEWAY SPACING L.U.D: MIXED USE PROP. R. HEIGHT 10'- 1 UFFERYARD OWNER: 2021 PRIMROSE OFFICE II LLC I 30' BUIL ING SETBACK R AINING WALL INSUFFICIENT, VARIANCE REQUESTED - 26'FL �-------�I'd$9�939"E-8G8. � --- -- fir]---- --� -- - -- N S PE E BA CK I I I 0.32 AC v I T/E H SE 2 Ll 1 _ _ _ _ - � - �f>�OP- - rn wI iLl L �i �,i 1� L PHASE 1 / CDAQA4DNA�CFYSS --- 2---------------------- ---_- ---------------- ----------------- EAS�MENT I I 10 Q� PROP 30' ACCESS EASEMENT �o I GATE Q> PROP. 15' UTILITY EASEMENT ? 1 ry PROP. 30' ACCESS EASEMENT - - - - �o -I•- -- �- �_--------------- `°------ -4 �Pd�T- -�---------- ---- r---------- Q^o�1 I LMEMO 3 13 9 w 13 3 ' R3 , 93.66' i I I I EX..FH. Lg� �4' FLI � 1 q+ v� 17717 1 5 9 Y 118UT: 5 PROP. WATER METER I PROP FH IIIT PROP.-� 4 ��0' I I PROP. WATER A II C I FH 18' + I 2 TYP. �o?� I PROP. FH I I METER O• S EX. CONCRETE DRIVE (VACANT LOT) TBM X-CUT SET Z=655.28 I° n " 9' 19' 19' `q I I 10 I PROP. GRATE INLET I ° 9 t j \ O, I } 18' TYP. I c' R30 D 9 8 w P I I PROPOSED LOT 4 o GT I A I 5 5' I FUTURE DEVELOPMENT o o +73,•`• h5.99'1„ \ 24,700 SF BUILDING ° ` \� II 28 I PROPOSED LOT 2 2.91 AC 5 P I I FUTURE DEVELOPMENT rn PROP. FH / \ III 5 TY g 7 8 x m 17,040 SF BUILDING 1 / 5 v, 2 I 1.19 AC / w w w I I :,F,` 4 6 4 P U - I II bbbbb I 8.62'� 18' 24' 5.5' 103' / R30' w z w � I I o -w I I PHASE 2 ` " " II �O " QI" I I �° SSWR MH ` 0 L5 I 1 ��'O 25' I 1� I 18' I 24' 8.5' __ PROP. GRATE INLET ,Uc P I I 10 5.13' 10 PROP. GRATE I 1 4.5' - I I I OADING ZONE 25 INLET 1 II SPACE --- 25-- 13.16 AC (TOTAL) P[7 I 1� 18' TYP. PROP. SSWR MANHOLE 1 _ U I I I CALLED 22.90 ACRES 1I J I II I PROP. J ELBERT CLARK WHITE JR. 1 x o Ell - - - GRATE DOC. No. D206196920 - m l I I INLET D.R.T.C.T. r 1 I 1 93.66' Q z -I a U) I EX. ZONING = AG I I I PROP. SSWR MANHOLE 11 Y 5 a w o Y I I bROP. 8' MASONRY SCREENING PROPOSED ZONING = SP-2 L.U.D. =MIXED USE I I 1 00 0 2� H I Iwo I ALL AND 5' RETAINING WALL I I I w I 11 zCO < N o 0 1 C I PHASE 1 2 r l I PROP GRATE INLET I II I _ja w�� Iz I TRUCK I 1� 10 Ili O LOADING ZONE PROPOSED LOT 1 w 1 IM GMi HEADQUARTERS r 1 I x � I I' D I 57,500 SF INDUSTRIAL I I� ' PROPOSED LOT 3 22,500 SF OFFICE (2-STORY) 1 I I FUTURE DEVELOPMENT rn I' I� 7.11 AC I 17,040 SF BUILDING 20.29' 24' FL I? 5 1.64 AC \ FFE = 678.00 0.5 120' -� 4.29' - PROP. GRATE 195 PARKING SPACES PROVIDED I I I I \ INLET (6 ADA SPACES) 1 r - PROP. SSWR MANHOLE PROP. GRATE INLET o I 50' PROP. FH II t I I LOADING ZONE SPACE PROP. DOM. METER w I I t PROP. GRATE INLET 50 r PROP. 6'X6' RISER ROOM T-8'ITYP. I PROP. STORM MANHOLE PROP. 1 ' UTILITY IE�SEMENT I PROP. WALL MOUNT FDC I I Q-^o I �'� PROPOSED (64 LF TO PROP. FHYD) I P I� 7 - MONUMENT SIGN PROP. STAIRS TO SECOND J�qR I I / PROP. FH STORY (SEE ARCH. PLANS IR U \ - FOR DETAILS) g Ml T�R w N J 9 v 8.26' 1 w A cno acwn� 11 287 I Q Lo cn D m - co 30' I 75 1 � O °�' U z CD I_ 2 N ` �0 o� ORrn T IC I"+ Iry e e e e rn o N v - 5 \ 5 II QZa p W r � 6 �� 0 2d wow I T •� •d -- - T Oo m O I ' \ o g, g, g 9' 9' - 1 PROP.". HEI O Im `�----------------- ----- 6 I . •RETAINING- . 1.+,.'•'• W R�a. 1 p n I \ 24' I� 100 w 10 FL I ' s 5 10 0, 7 SA, / . . . . �w�. ` . . ` EX. SSMH I 62.56' ' PROP. 10, �^ II SSWR PROP. - I' ME FH, Y \ \ \ ) PR'OP. 5' RETAINING WALL`.%%* � &I �OJ / O R. / SWR MH - PROP. 5' PUBLIC SIDEWALK (PHASE 1) LOT 1 R1, BLOCK 5 CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL �- STACKING DEPTH INSUFFICIENT, VARIANCE REQUESTED / \ CENTERLINE SPACING \ INSUFFICIENT, / VARIANCE REQUESTED LOT 2R1 R1, BLOCK 5 \ CORNERSTONE BUSINESS PARK DOC. No. D218248110 P.R.T.C.T. PROP. 5' PUBLIC 2 SIDEWALK EX. ZONING: SP2 9� (PHASE 1) L.U.D.: OFFICE COMMERCIAL OWNER: HARBOR TOWN PARTNERS LP EX. PP N TBM X- UT SET +- S4°38'46"W Z=654.51 14.75' EX. AJVVK Mri \ EXISTING PUBLIC SIDEWALK / (20' D) LOT 1-R2, BLOCK 3 \ \ / lyo CORNERSTONE BUSINESS PARK PROP. SI ALK DOC. No. D215014058 �. (P P.R.T.C.T. yo / EX. ZONING: SP1 / o o ROP. VAR. I RETAINI / \ R301\ ° \ ° ° LOT 2-R1, BLOCK 3 VO �Py �1• CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. O � � NG: SP1 L.U.D. OFFICE ICOMMERCIAL OWNER: FATCAT LLC / 5 / LOT 2-R2, BLOCK 3 \ / CORNERSTONE BUSINESS PARK ° DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: SILICON TEXAS PROPERTIES LLC / o TYP. 2 . a w� �� yqS� ``• `+ / �, �. ° \ PROP. 4' RETAINING WALL �. PROP. ETE I ° .'.'+`+`+`+`+`•`.'.'. Y HEADWALL 0' NEa�wAL1.`.`.`.;PROP©SAD`f7TEI�l�1.`.`.`.`.`.`.`.` R soRVE P.CIND.AFtJ=E.`.`.`.�T`�pN1AsEA 474 ° z AB ROP. CO RETE s¢•�• HEADWAV o \ � Ao; `� � Q• ryo m w I e . • ff 00�H Z20 J Q z a ON 0 U LOT 1 e�cc �+ 10, OW dEDICATION 2 UO w J BLOCK 1 FRy� ^o LOT 3, BLOCK 5 o = E.C. WHITE ADDITION �� W `` ++ T. EASTER NO. 474 ADDITION U ° ` ` ` ` ` ` ++++++` ` ` ` ` / DOC. NO. D197090951 DOC. No. D216044865 ° EX. TREES TO REMAIN 6'/UBLI SIDEWALK P.R.T.C.T. z I P.R.T.C.T. (TYP,) (PHAS 1) 0 LI`. / EX. ZONING: SF1-A O I EX. ZONING: SF1-A +` ` ° o `+`. L.U.D.: LOW DENSITY RESIDENTIAL L.U.D.: MIXED USE ` `• •�'? / OWNER: HARMAN COURTNEY J OWNER: TRI DAL REAL ESTATE LTD.' GMI Development Phase 1 .9--. ° ° LOT 6 I LANDSCAPE CALCULATIONS Nz- I 1 MEADOW OAKS ° DOC. No. D179550021 P.R.T.C.T. I I SUMMARY CHART - INTERIOR LANDSCAPE Required or Provided Landscape Area (Sq.ft.) % of area in front or side Canopy Trees 1 per 500 Accent Trees 1 per 250 Shrubs 5 gal. 1 per 40 Ground Cover (Sq. Ft.) 15% Seasonal Color 2% Required 10,500 SF 75% 21 42 263 1,575 SF 210 SF Provided 88,994 SF 89% 22 42 309 1,837 SF 240 SF ° ° o ° o A.04 / ° LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: CCW-516 SILICON LLC BENCHMARK: - TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 1 V EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 - TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 - CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 L.U.D.: OFFICE COMMERCIAL / \ OWNER: LIMC REAL ESTATE LLC \ / LOT BLOCK 3 CORNERSTONE / BUSINESS PARK DOC. No. D215014058 / P.R.T.C.T. EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL OWNER: CAVU EQUITY GROUP LLC NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3. REFER TO ARCHITECTURAL PLANS FOR FENCE AND GATE DETAILS. 4. REFER TO ARCHITECTURAL PLANS FOR PROPOSED LIGHTING AND PHOTOMETRICS PHASE 2 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED/ PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE/ SCREENING NORTH REQUIRED 470.19' 10'- F1 15 29 38 F1 - FENCE PROVIDED 470.19' 10'- F1 15 29 38 F1 - FENCE EAST 1 REQUIRED 235.37' 10'- D 10 12 43 N/A PROVIDED 235.37' 10'- D 10 12 43 N/A EAST 2 REQUIRED 682.02' 10'- D 28 35 123 N/A PROVIDED 682.02' 10'- D 28 35 123 N/A WEST REQUIRED N/A N/A N/A N/A N/A N/A PROVIDED N/A N/A N/A N/A N/A N/A PHASE 1 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED/ PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE/ SCREENING NORTH REQUIRED N/A N/A N/A N/A N/A N/A PROVIDED N/A N/A N/A N/A N/A N/A EAST REQUIRED N/A N/A N/A N/A N/A N/A PROVIDED N/A N/A N/A N/A N/A N/A EAST 2 REQUIRED 299.7' 10'- D 12 15 54 N/A PROVIDED 299.7' 10'- D 12 15 54 N/A WEST REQUIRED 625.37' 10'- F1 19 38 50 F1 - FENCE PROVIDED 625.37' 10'- F1 19 38 65 F1 - FENCE** SOUTH REQUIRED 453.10' 10'- F2 19 37 55 N/A PROVIDED 453.10' 10' - F2 19 37 55 N/A ** SCREENING FENCE SURROUNDING PROPOSED TRUCK LOADING ZONG GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 ft. FM 1709 - SOUTHLAKE BLVD 0 �u 20J SITE u; J M O O 0 Y wKIMBALL HILL CT �? F U o0 Q- 0: V w W w � o w = Z O U Z U J U) VICINITY MAP N.T.S. LEGEND LIGHT DUTY CONCRETE PAVEMENT MEDIUM DUTY CONCRETE PAVEMENT DUMPSTER AREA CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK BUFFERYARD " LANDSCAPE AREA . .... .... .... PUBLIC CONCRETE SIDEWALK PROPOSED CONCRETE CURB AND GUTTER ® PARKING COUNT ----- FULL -DEPTH SAWCUT FL PROPOSED FIRE LANE STRIPPING PROPOSED PHASING LINE CONSTRUCTION SCHEDULE O SAW CUT FULL DEPTH EXISTING PAVEMENT O 4" PARKING STALL STRIPING COLOR: WHITE (TYP) 33 CURB & GUTTER O4 PROPOSED PEDESTRIAN RAMP O5 HANDICAP SYMBOL O PAVEMENT STRIPING O7 HANDICAP SIGN O8 CURB STOP PER DETAIL OPROPOSED SIDEWALK TEXAS FIRM #14199 '0 + O irr I�I"I o U �U N w w Z w O wo z 0i as U LU LU Z w N 0 J x z z �o z� w W U O w M O w PRELI IMI NARY FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800 Date 9/30/2020 W I� CITY CASE NO.: ZA20-0040 OWNER: ZADA M WHITE ESTATE TRUST 425 RIDGE ROAD GRAPEVINE, TX 76051 APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 CONTACT NAME: CLAY CRISTY LEGAL DESCRIPTION: DESIGN: DRAWN: EASTER, THOMAS SURVEY ABSTRACT 474 CHECKED: TRACT 11 E AG DATE: CITY: STATE: SHEET SOUTHLAKE TEXAS ���T�� T.,,. SP-1 ............ File No: C a CLERESTORY W/ WEST ELEVATION Scale: 1/I6"=1'-0" PAINTED TILT WALL STONE METAL CANOPY = METAL PANEL STONE GI — 2iC,_nn T.O. PANEL METAL PANEL WIRE RAILING LEVEL 2 so—ONN IMEME WE 0-0 0 IMEME MENEM lulsom SEEN N B.C. CANOPY NO 0 m LIGHT SCONCE • j SOUTH ELEVATION Scale. 1/I6"= 1'-0" EAST ELEVATION Scale: 1/16._, _o, NORTH ELEVATION GMi HEADQUARTERS 2450 CROOKED LANE SOUTH LAKE. TEXAS 76092 DARK BRONZE STOREFRONT 1 • OVERHEAD DOORS MATERIAL CALCULATIONS SOUTH TOTAL SURFACE AREA SQ.FT 71103 MATERIAL PERCENTAGES GLASS 49% 3,495 EIFS ACCENT 1% 100 METAL PANELS 8°lam 594 ACCENT METAL 1% 38 PAINTED TILT WALL 5% 340 STONE 36% 2,535 TOTAL MASONRY 98% 6,965 MATERIAL CALCULATIONS NORTH TOTAL SURFACE AREA SQ.FT. 7,039 MATERIAL PERCENTAGES GLASS 8% 596 EIFS ACCENT 2% 107 ACCENT METAL 1 °off 93 PAINTED TILT VVALL 50% 3,517 STONE 39% 2,726 TOTAL MASONRY 97°lam 6,839 STEEL POST EL.= 8'-0" T.O. ENCLOSURE EL.= 0'-0" MATERIAL CALCULATIONS WEST TOTAL SURFACE AREA SQ.FT. 10,618 MATERIAL PERCENTAGES GLASS 12°lam 1,260 EIFS ACCENT 0.4% 38 ACCENT 1,1ET L 1.6% 179 PAINTED TILT 60% 6,394 STONE 26% ,747 TOTAL MAS, 98% 10,401 RESIDENTIAL PROPERTY LINE MINIMUM BUILDING SETBACK 11NE RESIDENTIAL I REAR YARD I I ENj\A�QROQERTy----"""-"" FROM RES\� " ao' 40' I PROPOSED BUILDING 187.11' SETBACK REQUIRED =140' SETBACK PROPOSED =187.11' SETBACK CROSS-SECTION DUMPSTER Scale: 1/16"= 1'-0" L STONE CAP STONE MATERIAL CALCULATIONS EAST TOTAL SURFACE AREA SQ.FT. 115516 MATERIAL PERCENTAGES GLASS 12% 1,428 EIFS ACCENT 0% 53 METAL PANELS 2% 0.5% ACCENT METAL 1% 1.5% PAIHITED TILT WA__ 63% 7,206 STONE 21 % 2,460 TOTAL MASONRY 96% 11,094 ENCLOSURE DUMPSTER Scale: 1/8"=1'-0" METAL GATE STEEL POST ENCLOSURE STONE CAP STONE EL.= 8'-0" 100, T.O. ENCLOSURE EL.= 0'-0" DUMPSTER Scale: 1/16"=1'-0" BUILDING ELEVATIONS Scale: 1/16"= P-0" Date:08.26.2020 ENCLOSURE 0 Z_ 0 a ry 0 I U 1-11 H W W 2 N 1-11 0 a U W Y a J 2 H D 0 N Z W 0 ry a 0 0 � I aO N M 0 N O N W O (/) 0 ~ L�.I N U D_ � 0 W N/ D U 00 N 0 n Q Q w Of Q w Q z a 0 c� z V) X w N I 0 1-11 V) w w V) 1-11 0 a w Y a J _ 0 V) z w 0 ry a 0 cD r- 0 � I g a0n �o� N O N 0_�Nw w ao�o (N\O� 1-- L0 a Of N/ 0 00 N 00 5-: 6 m LLJ � Z C) Q 0 Q H O F H H Q H O O 00 Q 0-0-JJ II \ \ I 24' PUBLIC ACCESS EASEMENT \ TBM X-CUT SET INST. NO. D213017713 D.R.T.C.T. \ do \ / / Z=655.28 v I 5' UTILITY EASEMENT I \ / / LOT 1 R1, BLOCK 5 o INST. NO. D213017713 D.R.T.C.T. � / \ ORNERSTONE BUSINESS PARK �� I _ / / Wm _ LOT 1 _ _ _ - \ DOC. No. D218248110 �h BLOCK 1 P.R.T.C.T. NOLEN OFFICE PARK ADDITION ® mw -- �eo b _ DOC. No. D213017713 ------ ----\ \ P.R.T.C.T. ° 1-4 Lill \ \ \ \ I c9 00 \ \\ \ 1 \ \ I \ \ \ p \ �; \ \ \ \ ` I I \ �� \ 6' �^� 1W� \ \ �yo\ S3 055'31 "' 227. 00 CENo D17 5 1111 I I 00 \ \\\ \ \ CID � EX. r, -__� IIIIIIIIIIIII a1cr \\/ \ ► I1 I \ \ I I \ 1 / \\\/I \I\II \ \\ I CONCRETo E _ I Io w \I \ \ \\\\\\\\7w W 0w er.Q_U,\ �(6- ° ZQQ 2W EX-2 \° ° ° >- 00 FL 2 V-11w03 °�7 O 5.74 AC \ ° 3.74 CFS 6° "/ \ \\l \ \ I /� ° ' ° � AD o - 13.16 AC / / \ 1 I co I I \ I l \ ° ° \ \ \ \ ° I - CALLED 22.90 ACRES / \ I I c� I ° I I / ELBERT CLARK WHITE JR. / MEo DOC. No. D206196920 ND. 5i� / D.R.T.C.T. // / / / IfC. P. LOT 1-R2, BL /° r I t / CORNERS I / / - - \ \ I ( \ / ° I / / ° '" / BUSINESS I \\ \ �\ \I \ I \ \\ I \ \ 0 / I DOC. No. D21 I /Ob on, L EA UNDER TRUCTION LOT 2��<EBUSINESS BLOCK 5 RS PARK DO\C. No. D218248110 N \ � TBM X- UT SET S4°381 ...". Z=654.51 14.75' OCK 3 TONE PARK 5014058 / \ T. \ (.0 I I / / / / / 7.42AC I / // / // ° ` ) / ° 40 //:(� \ LOT 1-R1, BLOCK co / / 17.76 CFS �, / I / ° / / / / / I r 1 ( ° ° ° P CORNERSTONE - I - 682- - -'�^ BUSINESS PARK �O LOT 2-R1, BLOCK 3 �ODOC. No. D215014058 � � // // I \ Or �' p�� / CORNERSTONE P R T C T / 0 681---�\/// / J/ // // ^`� / i ,/ SQ�P<' / \ BUSINESS PARK , ° // / /^l J �' / 66g- / /G ,PQ�p� / \ DOC. No. D215014058 (0 i / 0 666�f P.R.T.C.T. / 680- // co / t o LOT 2-R2, BLOCK 3 / o .f / CORNERSTONE 68 BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. n - -677 - � ° / o / �O o 63A7 -676 ° / / / ° �,�� � / / LOT 2-R3, BLOCK 3 / / / / / / / I CORNERSTONE - - // / (� / I'll/ 1-1 0/ BUSINESS PARK Y � / DOC. No. D215014058 / eNSTER SdR / P.R.T.C.T. THO41AgS STRACT NO.474 0 rol / I I ,6�2 �Su? I ° / / I, ° / LOT 3, BLOCK 5 i `I LOT ° co`� T. EASTER NO. 474 ADDITION / 0 / DOC. NO. D197090951 ' P R T C T /-670_ o o ° LOT 1 ° BLOCK 1 00 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. I / i GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 ft. LEGEND DRAINAGE AREA LABEL AC DRAINAGE AREA (AC) cFs FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY FLOODPLAIN NOTE ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. HYDROLOGIC CALCULATIONS -PRE DEVELOPED CONDITIONS DRAINAGE AREA AREA (AC.) C Tc (min) 11 (IN/HR) Q, (CFS) 110 (IN/HR) Q10 (CFS) 125 (IN/HR) Q25 (CFS) 1100 (IN/HR) Q'00 (CFS) REMARKS EX-1 7.42 0.30 15.0 3.32 7.39 5.53 12.31 6.46 14.38 7.98 17.76 GMi TRACT EX-2 1 5.74 1 0.30 1 15.0 1 3.32 5.72 1 5.53 9.52 6.46 1 11.12 1 7.98 13.74 IFUTURE DEVELOPMENT TOTAL DRAINAGE 13.16 13.11 21.83 25.50 31.51 BENCHMARK: TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32°55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 TEXAS FIRM #14199 Ng 10 ^ o U N Z Z w w 6i 0 w0 0 2 aU W W z0 _ w L Emn U� N 0 Z Jx �� �o Lou Z� W U o LL M 0 LLI °m P R E L I M I N A R Y FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800 Date 8/25/2020 DESIGN: DRAWN: CHECKED: DATE: 8/1 SHEET C-2 File No: 20 C9 0 Q a w ry Q w c� z Q ry 0 0 w N 0 n 0 fr a I U 1-11 H W W 2 N 1-11 0 a U W Y a J 2 H D 0 N Z W 0 ry a 0 0 � I aO N � 0 N O N W O V) 0 ~ L�.I N U D_ � 0 H of Of N/ D U 00 N m H Z 0 Q 0 LL1 O H � � Q O O U J J 0 C9 3 0 z Q J IL Z_ Q ry 0 ry O (/) I U 1-11 H W W 2 N 1-11 r) r) a C) W Y a J 2 H D O N Z W r) ry a 0 0 O � I ao N � O N O N jr O (/) O ~ LLINC) d O 3 H LO a- W N/ D 1-1 O 00 N TEXAS FIRM #14199 c� 0 z Q J n z Q ry 0 ry O 07 I U V) W W V) 1-11 0 a W Y a J O N z W 0 ry a 0 cD r O 0- 04 N O ON t a0(%N W H W 0-0--30 V) Of cq H a O Of N/ =)\..\ U 00 N 00 o mF- > Z 0 Q O Q F- F-- H H Q H 000(n J J O Q JJ POND A - GMI POND Drainage / Detention Calculations Modified Rational Method Required Storage Volume 103,709 cubic -feet 2.221 acre-feet Provided Storage Volume 124,951 cubic -feet 2.868 acre-feet Onsite Existina Conditions Area Time (Tc) C value 1-100 r 7.42 acres 15 minutes 0.30 7.98 in/hr Total Site Area Onsite Existing Flow Offsite Drainage Areas Areas that are Bypassing Pond (DA-B) Allowable Release Rate Proposed Release Rate Q100yr T 17.75 cfs Q100yr T 0.00 cfs Q100yr T 2.33 cfs Q100yr T 15.42 cfs Q100yr T 5.00 cfs Onsite Proposed Conditions Area 7.42 acres Total Drainage Area inlcuding on and offsite areas Time (Tc) 10 minutes C value 0.90 avg Average C Value for on and offsite areas combined I - 1 00y r 9.24 in/hr Developed Runoff Q10 r 61.73 cfs Runoff per Storm Event - Developed Runoff Time (min.) 1-100yr C value Area (ac) (cfs) 10 9.24 0.90 7.42 61.73 15 7.98 0.90 7.42 53.26 20 7.05 0.90 7.42 47.05 30 5.76 0.90 7.42 38.48 35 5.30 0.90 7.42 35.38 40 4.91 0.90 7.42 32.80 50 4.30 0.90 7.42 28.73 60 3.84 0.90 7.42 25.65 70 3.48 0.90 7.42 23.24 80 3.19 0.90 7.42 21.29 90 2.95 0.90 7.42 19.67 100 2.74 0.90 7.42 18.32 110 2.57 0.90 7.42 17.15 120 2.42 0.90 7.42 16.15 130 2.29 0.90 7.42 15.27 140 2.17 0.90 7.42 14.49 150 2.07 0.90 7.42 13.79 160 1.97 0.90 7.42 13.17 170 1.89 0.90 7.42 12.61 180 1.81 0.90 7.42 12.10 200 1.68 0.90 7.42 11.21 220 1.57 0.90 7.42 10.45 240 1.47 0.90 7.42 9.81 260 1.38 0.90 7.42 9.24 280 1.31 0.90 7.42 8.75 300 1.24 0.90 7.42 8.31 Detention Volume Required Storage Storage Storm Inflow Outflow (ft^3) (acre-ft) 10 37,040 3,000 34,040 0.781 15 47,937 3,750 44,187 1.014 20 56,460 4,500 51,960 1.193 30 69,265 6,000 63,265 1.452 35 74,303 6,750 67,553 1.551 40 78,721 7,500 71,221 1.635 50 86,191 9,000 77,191 1.772 60 92,358 10,500 81,858 1.879 70 97,610 12,000 85,610 1.965 80 102,186 13,500 88,686 2.036 90 106,245 15,000 91,245 2.095 100 109,893 16,500 93,393 2.144 110 113,211 18,000 95,211 2.186 120 116,254 19,500 96,754 2.221 130 119,068 21,000 98,068 2.251 140 121,687 22,500 99,187 2.277 150 124,136 24,000 100,136 2.299 160 126,439 25,500 100,939 2.317 170 128,613 27,000 101,613 2.333 180 130,673 28,500 102,173 2.346 200 134,497 31,500 102,997 2.364 220 137,990 34,500 103,490 2.376 240 141,209 37,500 103,709 2.381 260 144,196 40,500 103,696 2.381 280 146,987 43,500 103,487 2.376 300 149,607 46,500 103,107 2.367 Inflow per Storm Event Storm Inflow Event Runoff (ft^3) 10 61.73 37,040 15 53.26 47,937 20 47.05 56,460 30 38.48 69,265 35 35.38 74,303 40 32.80 78,721 50 28.73 86,191 60 25.65 92,358 70 23.24 97,610 80 21.29 102,186 90 19.67 106,245 100 18.32 109,893 110 17.15 113,211 120 16.15 116,254 130 15.27 119,068 140 14.49 121,687 150 13.79 124,136 160 13.17 126,439 170 12.61 128,613 180 12.10 130,673 200 11.21 134,497 220 10.45 137,990 240 9.81 141,209 260 9.24 144,196 280 8.75 146,987 300 8.31 149,607 100 Year Storm Max Allowable Outflow per Storm Event Outflow Storm Time Release (ft^3) 10 20 5.00 3,000 15 25 5.00 3,750 20 30 5.00 4,500 30 40 5.00 6,000 35 45 5.00 6,750 40 50 5.00 7,500 50 60 5.00 9,000 60 70 5.00 10,500 70 80 5.00 12,000 80 90 5.00 13,500 90 100 5.00 15,000 100 110 5.00 16,500 110 120 5.00 18,000 120 130 5.00 19,500 130 140 5.00 21,000 140 150 5.00 22,500 150 160 5.00 24,000 160 170 5.00 25,500 170 180 5.00 27,000 180 190 5.00 28,500 200 210 5.00 31,500 220 230 5.00 34,500 240 250 5.00 37,500 260 270 5.00 40,500 280 290 5.00 43,500 300 310 5.00 46,500 Time (min.) I-1yr I-10yr I-100yr 10 4.06 6.51 9.24 15 3.32 5.53 7.98 20 2.82 4.83 7.05 30 2.20 3.88 5.76 35 1.99 3.55 5.30 40 1.81 3.27 4.91 50 1.55 2.84 4.30 60 1.36 2.52 3.84 70 1.22 2.27 3.48 80 1.10 2.07 3.19 90 1.01 1.91 2.95 100 0.93 1.77 2.74 110 0.87 1.66 2.57 120 0.81 1.55 2.42 130 0.76 1.47 2.29 140 0.72 1.39 2.17 150 0.68 1.32 2.07 160 0.65 1.26 1.97 170 0.62 1.20 1.89 180 0.59 1.15 1.81 200 0.54 1.06 1.68 220 0.50 0.99 1.57 240 0.47 0.93 1.47 260 0.44 0.87 1.38 280 0.42 0.82 1.31 300 0.39 0.78 1.24 Proposed Detention Pond Evaluation Elevation Area (sf) Ac Elevation Difference Incremental Volume (ft3) Cumulative Volume (ft) Cumulative Volume (ac-ft) 667.00 15038 0.35 1.00 15712 15712 0.361 668.00 16386 0.38 1.00 17086 17086 0.392 669.00 17786 0.41 1.00 18513 35599 0.817 670.00 19239 0.44 1.00 19992 55590 1.276 671.00 20744 0.48 1.00 21522 77112 1.770 672.00 22299 0.51 1.00 23103 100215 2.301 673.00 23907 0.55 1.00 24737 124951 2.868 674.00 25566 1 0.59 100 YR Elevation Interpolation Needed Volume 103709 Delta Volume 3495 Delta Elevation 0.14 Interpolated Water Surf Elev 673.14 POND B - UNDERGROUND POND Drainage / Detention Calculations Modified Rational Method Required Storage Volume 24,865 cubic -fee 0.571 acre-feet Provided Storage Volume 35,998 cubic -fee 0.826 acre-feet Onsite Existing Conditions Area Time (Tc) C value 1-100yr 5.74 acres 15 minutes 0.30 7.98 in/hr Total Site Area Onsite Existing Flow Offsite Drainage Areas Areas that are Bypassing Pond (DA-L) Allowable Release Rate Allowable Release Increase (Over detain Lot 1) Proposed Release Rate Q100yr (T) 13.73 cfs Q100yr (T) 0.00 cfs Q100yr (T) 0.00 cfs Q100yr (T) 13.73 cfs Q100yr (T) 10.42 cfs Q100yr (T) 24.16 cfs Onsite Proposed Conditions Area 5.74 acres Total Drainage Area inlcuding on and offsite areas Time (Tc) 10 minutes C value 0.90 avg Average C Value for on and offsite areas combined 1-100yr 9.24 in/hr Developed Runoff Q10yr 47.76 cfs Runoff per Storm Event - Developed Runoff Time (min.) 1-100yr C value Area (ac) (cfs) 10 9.24 0.90 5.74 47.76 15 7.98 0.90 5.74 41.20 20 7.05 0.90 5.74 36.40 30 5.76 0.90 5.74 29.77 35 5.30 0.90 5.74 27.37 40 4.91 0.90 5.74 25.37 50 4.30 0.90 5.74 22.23 60 3.84 0.90 5.74 19.85 70 3.48 0.90 5.74 17.98 80 3.19 0.90 5.74 16.47 90 2.95 0.90 5.74 15.22 100 2.74 0.90 5.74 14.17 110 2.57 0.90 5.74 13.27 120 2.42 0.90 5.74 12.49 Detention Volume Required Storage Storage Storm Inflow Outflow (ft"3) (acre-ft) 10 28,654 14,495 14,158 0.325 15 37,083 18,119 18,964 0.435 20 43,676 21,743 21,933 0.504 30 53,582 28,991 24,591 0.565 35 57,480 32,615 24,865 0.571 40 60,898 36,239 24,659 0.566 50 66,676 43,486 23,190 0.532 60 71,447 50,734 20,713 0.475 70 75,510 57,982 17,528 0.402 80 79,050 65,229 13,820 0.317 90 82,189 72,477 9,712 0.223 100 85,012 79,725 5,287 0.121 110 87,578 86,973 606 0.014 120 89,933 94,220 (4,288) -0.098 Inflow per Storm Event Storm Inflow Event Runoff (ft^3) 10 47.76 28,654 15 41.20 37,083 20 36.40 43,676 30 29.77 53,582 35 27.37 57,480 40 25.37 60,898 50 22.23 66,676 60 19.85 71,447 70 17.98 75,510 80 16.47 79,050 90 15.22 82,189 100 14.17 85,012 110 13.27 87,578 120 12.49 89,933 100 Year Storm Max Allowable Outflow per Storm Event Outflow Storm Time Release (ft^3) 10 20 24.16 14,495 15 25 24.16 18,119 20 30 24.16 21,743 30 40 24.16 28,991 35 45 24.16 32,615 40 50 24.16 36,239 50 60 24.16 43,486 60 70 24.16 50,734 70 80 24.16 57,982 80 90 24.16 65,229 90 100 24.16 72,477 100 110 24.16 79,725 110 120 24.16 86,973 120 130 24.16 94,220 130 140 24.16 101,468 140 150 24.16 108, 716 Ng 10 ^ o U u ro� N Z Z W W �o ui O Lv o2 ILs U LLJ LLJ z W L u `) N 0 Z JJx K 6 �o Lou Z� W U O LL M 0 LLI co P R E L I M I N A R YI FOR REVIEW ONLY Not for construction purposes. CLAYMORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800 Date 8/25/2020 DESIGN: CWP DRAWN: CWP CHECKED: CLC DATE: 8/16/2020 SHEET C-5 File No: 7O U N H W W 2 U) / 0 0 Q U / W Y Q J 2 H D 0 (N Z W 0 0' Q cD 0 � I 0_ 0 N It 0 N O N W O N 0 ~ W N U 0_ 0 � H of 0' N / D INI U 00 N m H Z 0 H H Q O O U J J 0 0 V) w 0 z Q J n z 0 H Q w V) w o' o_ w w ry I V) w w '2 V / 1-11 0 Q i w Y Q J 0 N z w 0 Ir Q 0 c� r 0 0- 0 V)0 ON N jr6(% N w w ao-3o N\O� U-) 0- r OfN 0 00 N 00 5-: O 0] LLJ � Q O_ Q H F H H Q H oO0Q 0_ 0- -1 CI INST. NO. D213017713 D.R.T.C.T. \ // yyo i orv1 n-�U 1 O� 1 Z=655.28 5' UTILITY EASEMENT I �i INST. NO. D213017713 D.R.T.C.T. / \ \ � s � o h _� I I�zww l Leo � — _ ---- _ --- —— — — — — — — — —\ � � IN, Il '0�0 \ N-891193 86840'— — ) — — �— — -1— — �- — 9237 W 0 9 38 \\ X \ ° 0230 01 \ 2 g2! i 8 9241 x. _I Ie<r I\\II�\I\II IIIIII o — co �I °— w— \—\=—�°b`�t 0l^�o\�—\�- �—0-—��to° —\ —\ \—�6�— —\�-- 6 —►\�— _j \ —r�o�'�--- II8-- \ — '2— �1 \�1 �"I; — \ \ - hII1rtiGt�-_ -- r �-�\r• �y °�Ir.l� --\�\�`�°',' ° —ol '--\ `I —�'I__0 ° I F \ 00 0/I9)2 �ro�CIA -— — — 'rjf —.r\mn\ \\��`✓"' ` -- S9�\ �I \y1;�6n`F9'83' !�1'15CIO 0 9259 262 wC o° 1c0 rco 0250 y 177� a ";37 o� 5' rns10 ��cP�v `ohX 7� 91oJ�9z52 �17F' 1�� � 69261 491 \�":99254 \ 9179 J '72 °)925 - , . 9171 S37°55'3\1 o91809112 w 9245 9181 97' \ 1 r \ o62981 9111 99096 \ � i \ 1 h \ 291 69256\�°90290 , �°° 6I 387 �I 6300 918 07 0 9110 909, \ \ Qyq,I, 9154 A 57 . \ / 'Q 'Q 10 I I (0 \ 6295 \ ° 62'3�t 640 9109 9102 9098 \ �g 5 \ 1�,, \ \ I \ \ (o I I _ e \ w` \ c� 6297 1 a f 1 9127 I 9099-a100 9 6 9153 \ ` 1 \ I _ \ \ \ 629 a, I I 9101 9097 0 1 o `\\ � ' \ so \ v ° w,f 00 \ T I n \ \ \ \ ccOo 9904 0 1 9 \\ \ I I I rn I \ \ \ \ \ \ \ \ \ \ 4 \ t I 19103 / I 9 28 ° ° 91 9136 \ \ \ \ 3No \ \�-* 9125 \ \ 0 9088 0 9 _ I III 6' I \ \ \\ 6 `�.' 9124 \ \ 81 919% \\`Z_6� w w Z `°� 1w. \ \ \ \ I \ \ ° 9087 9 .4 ° -9135 0 �.� _ \ ° - w I' 111 `O �� \ 678 0 \ I I 1 \ \ 11°I\ I ^ I \ I \ &9123 ° 9105 a°Rn4�ffZ82„��--°** 200 \ w 0� w \ \ \ 9133 \ c,' 6 91. 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I I \ 11 I �11 / \ \ 9106 �� 9130 0 ,� ° \ z Q a I I ° �— / 1 1 I I \ � I I 1>0 1 / ) 2 91:�2 ° 079 ° 99" \ \ 9131- 91 "? 91 5 ° 9 \\ s w ° � ..,-f . �a 20 ,,� 920 i } a I ow 618 01 / I \ I 1 / / - \\ I 9084 N \9139 '9.13 .. o FL ry I x / / \ \ I 1 I 1 l \ 1 9121 91.14 115 9083 \ 9140 ° �a^ gU�` f° g a4 99 L o �/ \ J 1 [[ I ' �' 0 I o r N .� 9193 ,� \\ 9 s S 9118 9'' 3" z 058 \ 9141 ' 8 ` b8�C"/2 •10 99192 (S/ 81154_ — 9117 9142 )91141/ / -1 \ \1 56 cO ,p oo\ C. 91169 7 9226 9179144—o-k 69 6 5 9120 / 905 1V� `90 3 I 31 92109027 099145- P 9049 \ J — y -9?- r G259026 56 90 9048 o _ / \ 0 0I� �" 2ha� 616 62 99046 9223 9221) 69c,6 3 055I I 6264 6 67 9047 � 0224-'g° 9024 99019 99\43 �16258 902o686263 67 625 9028 9044 \ 9221 265f626 9017 � 0 9045 9 9029 w3�64 6 � 10§\ g ° 90160' j031- ^030 6262 `627 I \\ \ ,y W 9033 " 44' _ �y ,90,5 ,\/ r 9032 1441 ti" wo9034 "PE 78.� El 271 6)2\ 6988 6 95 G) I 24 \ ° 6 I94-f9/ °9G10901 � 69989009FFE=670.00 699,E o00a 01�6 / / \ / 1�.. �AA x cc 6825 e I// / /xoo x000: ® 1 } 9005 i Iw/ 10� o°� 900� 6826`� / 68 — / I 1 / / 6274 628 / ^� 6� / AN / / I >1 w t502 �^ � _ T I 27 0 6281 / �^ I / sg / kOP. RI I 6,/ ti\ \ 6827 �,\Py / 0 628 1 / ° _ / ► v Po �o o / JI 1,� 29 11wk 6275 °° 162 / I ° / o ro q°��x � /� °� L L—� 6274 / // �I 1e o�cs 0y6 0 �666-1 ;UCTIION 680- 669 4 0��� ^ 1 I \ 11 0 0 1;o73 0 ( 69 8' 3 72 r1h° 0 0 0 !Rw' / 6926 ° 6964 ° co 6 6,3 y ( 96 11t� 11. �/ w1�/// / I6 1 914 691 rL--- �--�L , F 6908 61 / 68 6�$, — — xolo1w ` / / / / / / / 6 10 / 6906907 /` '691 11�w 11?1 n - 77 I 9 6 / �6 8 ' 6905 ` s I w � o` ° 6904 / / \ 01.7 \ 1_ 7w^ '� 1w`' 69 9074 1`c ' 69 I \ �906 //69 0 ° 6 6902 30 / I — — — — *51 .16851 6831 9Q�70 1 j 10 / �o 6060 6832ITT — 907 �1 0 6854 8849 / 10 - I 906 g 907 10 h< 68 ° 84 / 833 J� ^6855 —668 �[`,,,D 6856 69:i5 h1"-„ 6 6'6b 67 �� �'�O / 834 6 4 � /�hQA'' 66� R 6857/ / ° ! 66� / / ��, �4 661 35 V, 1/ F6y4y i ti; r �sn._ I ca �nl 685 / 36 .- 0 66 669 I f,., 6 670 rol -9 / I �6946 6941� 1v s� 6901 6859 "' IZV J 6935 6866 �� 6865 686 0 6839 6�3/ Sao r� .. fr!931 6879 6867 8 0 0 6840 69336877 68 2 6842 ' A 32 6879 6875 / I 693 6880 6876 68 9 6 Ja \ \ 6881 6882 °6 2 ° 68 6 43 °j / 6883 6 3 0 0 / / �84 68 6 ,6844 / /0 0 6930 68)3 846 / I 670_ 892 88 847 / 89 6896 ° 8 /7 6895 ° 8 ° 6899 ° 6 89 .4/ I 6900 ° I / O^O GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 ft. FM 1709 - SOUTHLAKE BLVD 0 i SITE w m 0 O Y O C6 w KIMBALL HILL CT Ov F U 00 GQ- w � o W Z = U o U U) VICINITY MAP N.T.S. LEGEND TREES TO BE PRESERVED TREES TO BE REMOVED MARGINAL TREES Itttttt� Itttttttttt� Itttttt� LIMITS OF PROPOSED GRADING TREE PRESERVATION SUMMARY GROSS SITE AREA 573,412 SF EXISTING CANOPY TREE 244,826 SF 42.7% TOTAL AREA EXISTING TREE CANOPY 182,104 SF 74.4% TO BE REMOVED EXISTING TREE CANOPY 762,722 SF 25.6% TO REMAIN "NOTE: TRESS CANOPY CALCULATIONS ARE APPROXIMATE BASED ON THE LOCATIONS FROM TREE LOCATIONS FROM TREE SURVEY COMBINED WITH ARIAL IMAGERY TREE REPLACEMENT & PROTECTION PROCEDURES FOR THE CITY OF SOUTHLAKE - SEE SEC. 9.5.379 - TREE REPLACEMENT AND TREE PROTECTION STANDARDS IN THE CITY OF SOUTHLAKE CODE OF ORDINANCES. SEE TREE SURVEY FOR SIZE AND SPECIES ARCHITECT O'BRIEN 5310 HARVEST HILL RD. STE. 136 DALLAS, TX 75230 972.788.1010 CONTACT: SEAN O'BRIEN OWNER ZADA M WHITE ESTATE TRUCST 425 RIDGE DR. GRAPEVINE, TX 76051 ANDREW JAMES ENGINEER CLAYMOORE ENGINEERING 1903 CENTRAL DRIVE SUITE #406 BEDFORD, TX 76034 PH. 817.281.0572 CONTACT: CLAY CRISTY, PE EMAIL: CLAY@CLAYMOOREENG.COM BENCHMARK: TBM #1: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11' EAST OF THE NORTH EAST PROPERTY CORNER. ELEVATION: 655.28 - TBM #2: AN "X" CUT FOUND IN CONCRETE ON S NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87' EAST OF THE SOUTH EAST PROPERTY CORNER ELEVATION: 654.51 CITY BENCHMARK: MONUMENT 48 GEODETIC DATA LATITUDE: 32'55'37.08572" LONGITUDE: 97°06'26.94263" ELLIP HGHT: 540.45 TEXAS FIRM #14199 Ng 10 oU N Z Z 6iw w � ui o0 — 02 LI/ a v W Lr LJ Z w UN o� Z Jx �x �o W Z� wO U LL M � O LL, co PRELI M I NARY FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800 Date 8/25/2020 DESIGN: CWP DRAWN: CWP CHECKED: CLC DATE: 8/17/2020 SHEET TP-1 1 File No: 1 1OAKS 179550021 C.T. c� 0 M — — w O N 1-1 Q J w z O a Of w 07 w Of w w w Of N I a O V) w w V) 0 o — — a U w Y a J O N z w 0 Of a 0 oLOT 5 a o OW OAKS a o. D179550021 04 ON R.T.C.T. V)O N CE6V N w w ao�o N \ � of N 0_ j � U 00 N 00 m LLJ > Z Q O_ Q H F H H Q H O O UO Q 11 IZ J J LOT 6 44 LOT 2 MEADOW OAKS DOC. No. D179550021 6287 P.R.T.C.T. ° I I I M In 1 LOT 3 MEADOW OAKS o DOC. No. D179550021 P.R.T.C.T. o z O I I AREA UNDER - CONSTRUCTION 9 6285 6286 �6288 (D6283 (D6284 (D6256 ° 6264 13.16 AC 62663 6258 6259 CALLED 22.90 ACRES 6265_ 6266 6257 ELBERT CLARK WHITE JR. 6264 ° 6261 DOC. No. D206196920 6262 ° 6260 D.R.T.C.T. 6270 ° 6271 ° 6959 6960 6958 )6957 �6274 6280 6279 6281 ``��::���� 6282 1 6255 ° 06254 ° NN \ All TBM X-CUT SET Z=655.28 LOT 1 R1, BLOCK 5 S CORNERSTONE BUSINESS PARK O LOT 1 \ \ DOC. No. D218248110 BLOCK 1 \ 0o2O \ P.R.T.C.T. NOLEN OFFICE PARK ADDITION ® o� o DOC. No. D213017713 � L p °;A��``"!� GRAPHIC SCALE F-_'�P.R.T.C.T. 0 09 O w ���/ \ 50 0 25 50 100 pl N89°19'39"E 868.70' ❑I 9237 I� �;piyo �t 9265 ° 9235 ° 9236 0�6811 ° 9238 \ ?30 9233 19234 °9263 92499266 9241 ° 6813 E 9264 `D 9258 , 9242 9240 1 inch = 50 ft. 9257 9248 . 9239 / O 9259 9262 ° 9247 9169t�!9163 164 �y \ ° 9250 (D 9177 9175 9252 9251° 9243 9176� 9174 91679162 \ / 9260 9261 ° 9 53 0 9244 9178 91669165161 / ° 9255 9179 D 9172 6 9246 9180 ° 9171 9160 �yo S37°55'31" / 9112 9245 9, 09181 9159 227.97' �6298 6291 (D9111 °, 9096 9182 9158 A N \ 6296 09256 ``:� G)9095 G)9092 9183 ( � D ° 6300 16289 9110 9108 9107 ° 9094 93 @9184 9154 9157 6295 ° 6299 6401 9109 9102 ° 9098 9185 &9156 LOT 2R1 R1, BLOCK 5 66296 6402 G)9127 9009 ° 1100 9097 9091 ° 9186 ° 9153 so �RSTONE BUSINESS PARK 9104 `D 90909129 DO\C. No. D218248110 9128 �9152 *0 � P.R.T.C.T. 6294 0 91259124 9103 9081 9088 D 1 9089 `�. ) 0 9136 9197 50 ° ° ° ° N TBM X-CUT SET 6403 ° ° ° ° 9087 9134 °,9135 Z=654.51 9123 ° 9105 9080 9082 0 9086 9133 ° 913 7 ° ° 919200 o S4 58 46 W 9106 ° 9085 9130 9195 201 9207 ° 6292 9122 (9079 ° ° 9084 9131 9132y 38 .,,, 1)3 9208920i S 9121 g49115 9083 9140J9190g-�' ° 9118 ° ° 9113 ° 9058 9141 918 �9192 ° gg4� 14 (D644 9142� g1488 0 9211 6815 ° 9117 9191 9119 9120 `4=)9116 9057 9226 9 9144- -z 6405 0 °99149 � 921 9209 T 90279054 9053 9049 9143 9210 / 6406 9052 9225 9145J 9150915 / \ 6407 9025_009026056 9051 9048 9216 ° ° 9214 \ ° 6993 9055 ° ° 99020 9050 9046 9223 9220 926817921 68 0 6816 \ \ 6994 1 G)9042 9047 ° ° 9217 S 09043 06992 (D9024 9021 ° 90189028 9044 9224 221 9219 6819 6820 / 06408 9022 ° ° 9023 9017 0 9029 0 ~,9045 6821�9222 / 9016 `° 90k 903�0 00 9033 1440 6823 822 9015 9041 9032 1441,D 6990 ° 9040 f9034 144 6988 6995 �G)6996 �� LOT 1-R2, BLOCK 3 #6987 9014 ° 9010 9035 24 �y / CORNERSTONE / 699890901* � 9009 ❑ / BUSINESS PARK / 69g7 ° ° ° 9039 6 DOC. No. D215014058 \ 7000 ,�g013 � � 6 / 6999 (D9008 0903 P.R.T.C.T. \ 9007 9037 6825 �6986 9001 9005� <-,.9006 / \ 9004 (D6991 ° 6978 6982 6981 6985 6275 °° 6277 6977 6979 6274 �.;,.�6276 6975 6980 6984 9062 G)6968 9061 �,9064 6970`6969 �� 6925 ° 6923 6967 6971 M83 i (D6951 ° ° 9060 9063 692921 6966§6D9 697 o 9059 6926 ° ° 646973 , 6910 6963 ° 6911 6916 j915 6917 6909 ° G 6914 6913 ��6908 � 696 `D) (D6912 ° 6927 6906 6907 6961 6928 6905 9065 (D 6904 ° 9071 69 6918 6902 6903 30 9066 6920 ° 6831 / 9075 6852 6851 6832 / 9070 9067 .f 6850 �'} 6854 6849 D9069 9068 90 7 0685 6848 6833 9078 06855 (D6856 6955 ° 6834 6953 �6954 e06942 SURVEY' (D6952 TI1pMAS E AG ERO 474 �-�,6857 35 / 9073 ° 9072 74 (D6950 AggTR (D6949 6936 6858 ° 6 36 (D6948 06945 6937 �6947 �6941 6901 6929 (�D, 6859 06946 6940 4=� 6864 ° ° 3860 d861. ° /6837 / ° ° 69396935 668 5 6838 6863 6839 �S�2j (D 6938 (D 06879 6 7 (D6868 6840 ��` 6933 (D6877 6862 6842 AS 6932 6879 6876 °6875 6869 6931 68816880 CO) ° 6843 / LOT 3, BLOCK 5 6882 6872 ° 687 T. EASTER NO. 474 ADDITION 6883 6873 6 0 DOC. NO. D197090951 6884 6886 6874 / P.R.T.C.T. 6885 6887 ,b844 6930 845 6893 6888 8476 ° 6894 (D6891 (D6896 6897 6895 ° 6890 ° LOT 1 ° 6898 89 ' / BLOCK 1 6899 ° A/ E.C. WHITE ADDITION 6900 ° DOC. No. D216044865 P.R.T.C.T. 9003 ° ' 9002 `°` 6827Po- o • 29 / LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. \ LOT 1-R1, BLOCK 3 / CORNERSTONE / BUSINESS PARK LOT 2-R1, BLOCK 3 DOC. No. D215014058 CORNERSTONE / \ BUSINESS PARK P.R.T.C.T. / \ DOC. No. D215014058 / P.R.T.C.T. / / TEXAS FIRM #14199 Ng 10 oU N Z �w w o z 0 o2 ILs U L1J LLJ Z0 w ELIU� N 0 Z Jx �x Zo W Z' W U o LL M 0 O LL, 0] PRELI Mill NARY FOR REVIEW ONLY Not for construction purposes. CLAYMORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800 Date 8/25/2020 DESIGN: DRAWN: CHECKED: DATE: 8/1 SHEET TP-2 File No: 20 Z Q J n Z 0 H Q ry w N w ry n w w ry N I n H (N H W W (N Q U W Y Q J 2 H D 0 N Z W ry Q n O 0 � I a0 N 00 N O N W 0 ~ W N W 0 a � N of N/ D 1-11 U 00 N m H Z � Q 0 LLJF 0 F- F- F- Q O O U J J 0 _10' BUILDING SETBAG I .,, . I Le LOT BLOCK NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. TE FIW#14199 u 82 LOT BLOCK Z m CORNERSTONENE BUSINESS PARK <S DOC. No. D218248110 z 5 2 P.R.T.C.T. S integration studio O�� WMeape ASTMte m-SiuGlnaNe Site Naaniig- Natsrat Resource Cesip RLU D'Oo John F. Murphy, ASLA LU 75M Cm Gate Way 512.E 2.Mn - rAff Z / joln@d T5703 512.SR9.9584-AlslYl 12 p o M O W, Tteln AG 512. s ..9W- R 12 scatt6slteiirt.can 1 \ / Z6 \ / W00 LOT 2R1 ,BLOCK m NERST E BUSINESS PARK .No. D218248110 3Yp \ P.R.T.C.T. � N 8 \ 09 Oa \ I / / II \ /\ LOT 1-R2, BLOCK 3 O / CORNERSTONE / �ro / BUSINESS PARK / ' - DOC. No. D058 / \ P.R.T.C.T. \ DEDICATION \ LOTBLOCKCORNERSTONE BUSINESS ARK / LOT 2-Ri, BLOCK DOC. No. D215014058 CORNERSTONE\< P.R.T.C.T. / G \ BUSINESS PARK / / DOC. P R.T.C5014058 / / \ .R.T.C. s / \ / ��....��9 LOT 2-R2, BLOCK 3 / CORNE ONE ' ® BUSINESS PARK I \O • O/ ,f DOC. No. D215014058 P.R.T.C.T. / vosN F7 / ® o• / LOTBLOCK / I CORNERSTONE BUSINESS PARK • / DOC. No.D215014058 P.R.T.C.T. � 60 (2h / r M BO I e V B° LO BO v G'S ROW DEDICATION s / \ I e LOT 3, BLOCK 5 T. FASTER NO.ADDITION ec � DOC. NO. D197197090951 \ / / P.R.T.C.T. ec LOT i / BLOCK 1 / E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. 1S V GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 ft. F- O OF 03F S a/24/20 CHECKED: CLC DATE: 8/17/2020 SHEET L-0 TEXAS FIRM #14199 -OT 2 IOW C . DIT Z.T.C. c` Q 0 Q r� w Q Z O n, Q 0 0 N O O N O N / w Q T 0 U) c� 0 LL r; J >J� �L� 00 li — O Ln LEI O O/o J N U) N O O IY O N LJ N \ U� \_ O O N / N O U� F, O r- �-: O M LJ .. W Q O Q rw r- cO OOOcn O J LOT 1 BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. / ROW DEDICATION / LOT 3, BLOCK 5 / T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T. LOT 2-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2-R3, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1 R1, BLOCK 5 CORNERSTONE BUSINESS PARK s DOC. No. D218248110 P.R.T.C.T. �0 O o O� DEDICATION LOT 2-R1, BLOCK 3 \ CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. SD i LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 2RIfiK, BLOCK 5 =RST E BUSINESS PARK No. D218248110 LOT 1-R1, BLOCK 3 CORNERSTONE / BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. / �JMA s i t e integration studio landscape Architecture - Sustainable Site Planning - Natural Resource Design John F. Murphy, ASLA 7529 Cross Gate Way 512.632.3822 - Tyler Tyler, TX 75703 512.589.9584 - Austin johriftteint.cem www.siteint.com scottIlMteUrt.com TREE LEGEND f-. A4 F• MU C' Canopy Trees LQ Live Oak SQ Shumard Oak NJ. 973 Qy �FOF��+ 8/25/20 CQ Chinquapin Oak CE Cedar Elm BC Bald Cypress LE Lacebark Elm �1 r� N Ornamental Trees W W CR Crapemyrtle pW Desert Willow A� TY Tree Yaupon R B Redbud O � a W U x M P Mexican Plum N R Nellie R. [~ Stevens Holly WM Wax Myrtle HATCH LEGEND O O O O r O O 0 O 0 O 0 Asian Jasmine I Landscape Buffer Areas O°o°o°0- + + + + Evergreen + + + + Seasonal Color Shrub Screen + + + + (Phase 2) SHRUB LEGEND EL Elaeagnus HD Harbor Dwf. Nandina DB Dwarf Burford Holly GL Giant Liriope AB Abelia DIH Dwf. Indian Hawthorne RY Red Yucca BA Barberry TX Texas Sage DY Dwarf Yaupon PM Pink Muhly SP Spirea AJ Asian Jasmine SC Seasonal Color LANDSCAPE NOTES 1. The pro ect will have an undergound automatic irrigation system to water all new plantings. 2. Install 4" layer of shredded hardwood mulch to all planting beds. 3. Install 4" steel edging between all shrub beds and grass areas. 4. Shrub beds to have 8 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) 5. Shredded hardwood mulch must contain long strands along with double shred finer material obtained from a local source. 6. Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7. Solid sod all areas disturbed by construction activities. GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 ft. N � N 0 o U Z N Z r W W o 0 wo Z O o>- a� U W r s U� �o o� zo z� W 0 U W M � � W rn M :.■ %1 DESIGN: CWP DRAWN: CWP CHECKED: CLC DATE: 8/25/2020 SHEET File No: 2020-076 TEXAS FIRM #14199 O 0 w Q 0 Q r� W Q Z O n, Q 0 0 N o 0 N O N w Q T 0 Y) U 0 U O Q z w D U O / W >J > > 00 r� Iz — O In LEI U O/o J N cn N o D" O N W N \ U� \_ O O U U U M W .. W Q O Q woF:::: O'� OOUcn IZ a- O J I; r I I� I I I I KS 500121 I I' 10' BUILDING S TBACK ----------------- FE F 415 SF AJ MATCHLINE - REFER TO SHEET L-2 FOR CONTINUATION OF PLAN 17 I I RY CAS R I I LE + I I� + + 395 sf Seasona C rl / C CDR TREE LEGEND Canopy Trees LQ Live Oak SQ Shumard Oak CQ Chinquapin Oak Cedar Elm BC Bald Cypress LE Lacebark Elm Ornamental Trees CR Crapemyrtle pW Desert Willow TY Tree Yaupon R B Redbud MP Mexican Plum NR Nellie R. Stevens Holly WM Wax Myrtle HATCH LEGEND o 0 0 01-1 000 0000 Asian Jasmine O�O�O�O + + + + + + + + Seasonal Color SHRUB LEGEND r - - -1 I I Landscape Buffer Areas Evergreen Shrub Screen (Phase 2) EL Elaeagnus HD Harbor Dwf. Nandina DB Dwarf Burford Holly GL Giant Liriope AB Abelia DIH Dwf. Indian Hawthorne RY Red Yucca BA Barberry TX Texas Sage DY Dwarf Yaupon PM Pink Muhly SP Spirea AJ Asian Jasmine SC Seasonal Color LANDSCAPE NOTES 1. The pro ect will have an undergound automatic irrigation system to water all new plantings. 2. Install 4" layer of shredded hardwood mulch to all planting beds. 3. Install 4" steel edging between all shrub beds and grass areas. 4. Shrub beds to have 8 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) 5. Shredded hardwood mulch must contain long strands along with double shred finer material obtained from a local source. 6. Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7. Solid sod all areas disturbed by construction activities. 'alika s i t e integration studio landscape Architecture - Sustainable Site Planning - Natural Resource Design John F. Murphy, ASLA 7529 Cross Gate Way 512.632.3822 - Tyler Tyler, TX 75703 512.589.9584 - Austin johnftteint.cem www.siteint.com scottfttsUrt.com DESIGN: GRAPHIC SCALE DRAWN: CHECKED: 30 0 15 30 60 DATE: 1 inch = 30 ft. F. F OF SHEET L-1 8/25/20 2 O U z Z W W 0 0 a U :.■ z O T) w n r 9■ CWP CWP CLC 8/25/2020 File No: 2020-076 TEXAS FIRM #14199 Vy'q ) i CR F / -- - ` - MATCHLINE -REFER TO SHEET L-2 FOR CONTINUATION OF PLAN A CE OR\`' s _4 _ \;-_ _ 320 SF AJ 320 SF AJ CR"♦ LO O°o°O o°o°o°o / BC CR �♦ 000p°poo LE 0000 Pnas PI ♦ 0 0 0 Evergeen O O O / ♦ eoa R \♦ °°o°op Shrub Screen O°O°O WM ♦ a TY "♦ BC ♦RB "♦ (Phase 1 PI ng L� ♦- 4 MP �♦ ♦ � A ♦ TY ♦ ♦ / � ♦,♦ MP �♦ WM / WM ♦ BC ♦'♦ WM ♦ 4 LO / / L ♦ TY ♦ a TY TY ♦ / ♦,♦ oe ♦ ♦ LO ♦ oa BC TY ♦ ♦ BO / WM W Aa / ♦ � e♦" WM � / a / I ♦ e o o'�i♦�, ♦,♦ a BC P °'boy♦ �/ / ♦ ♦ LO / M ♦ ♦ B4C TY �♦ ♦ ♦ BO BO WM / W / WM /a� / I ♦ ♦ BC P � "♦ S' LO WM � �� ♦ 4 T �♦�� BO / ♦ TYBC ♦ ♦ W / ♦ ♦ 4 T �� LO BO La��a eBuffer Y "♦0 L A / DB S� Lo ♦"♦ ♦ o oa BC4 P. BO WM TY 14" 1 % % / /Ii S� ♦ ♦- BC TY V>. 4 / W a / I/Y ♦, BC TY MP ♦ � / / ♦ 4 ♦ / 12" 1 / ♦ ♦ BC TY MP ♦ ♦ W / 4 oe BC TY MP ♦ �/ 16" 1 / I ♦ ♦ oa ♦ ♦ i i TY �♦,♦ / / ♦ BC' a scape B♦, / ♦ T 10'F2Mp \♦ // 18�� ♦ BC MP ♦ 9"Hai♦ // / ♦ TY"♦.♦ �O ♦" ♦ A. TY TY ♦,♦ 4f ♦ ' Lo u� ♦"♦ 10" P n ♦ ♦ / / ♦ `( LO ♦ 13 Im `" 4 ♦ ♦� MP / ♦ TY � 1�1 " O LOT 1 ♦"♦,♦ 8" Ha � ��' BLOCK 1 E.C. WHITE ADDITION DOC. No. D216044865 P.R.T.C.T. L- anting / / i ROW DEDICATION LOT 3, BLOCK 5 T. EASTER NO. 474 ADDITION DOC. NO. D197090951 P.R.T.C.T. TREE LEGEND Canopy Trees LQ Live Oak SQ Shumard Oak CQ Chinquapin Oak CE Cedar Elm BC Bald Cypress LE Lacebark Elm Ornamental Trees CR Crapemyrtle DW Desert Willow TY Tree Yaupon RB Redbud M P Mexican Plum N R Nellie R. Stevens Holly WM Wax Myrtle HATCH LEGEND 00000000 00000000 Asian Jasmine 00000000 0 0 o O + + + + + + + + Seasonal Color SHRUB LEGEND r Landscape Buffer Areas Evergreen Shrub Screen (Phase 2) EL Elaeagnus HD Harbor Dwf. Nandina DB Dwarf Burford Holly GL Giant Liriope AB Abelia DIH Dwf. Indian Hawthorne RY Red Yucca BA Barberry TX Texas Sage DY Dwarf Yaupon PM Pink Muhly SP Spirea AJ Asian Jasmine SC Seasonal Color LANDSCAPE NOTES 1. The pro:oct will have an undergound automatic irrigation system to water all new plantings. 2. Install 4" layer of shredded hardwood mulch to all planting beds. 3. Install 4" steel edging between all shrub beds and grass areas. 4. Shrub beds to have 8 inches of prepared planting mix (75% import topsoil, 15% composted amendment, 10% washed sand) 5. Shredded hardwood mulch must contain long strands along with double shred finer material obtained from a local source. 6. Install 4 inches of clean topsoil in all areas of the site disturbed by grading and construction operations. Topsoil shall be free from sticks, debris and rocks larger than 2 inches in diameter and have an organic matter level of 3 percent minimum and a pH range between 5.5 and 7.4 percent. Provide soil test analysis from a soil test laboratory showing soil makeup and organic percentage. 7. Solid sod all areas disturbed by construction activities. 'jaka s i t e integration studio landscape Architecture - Sustainable Site Planning - Natural Resource Design John F. Murphy, ASLA 7529 Cross Gate Way 512.632.3822 - Tyler Tyler, TX 75703 512.589.9584 - Austin johriftteint.cem www.siteint.com scottr8siteUrt.com DESIGN: GRAPHIC SCALE DRAWN: CHECKED: 30 0 15 30 60 DATE: 1 inch = 30 ft. F• F OF SHEET L-2 s/25/20 2 O U z Z W W 0 0 a U :.I n i 191 CWP CWP CLC 8/25/2020 File No: 2020-076 0 0 LLj Q m 0 Q U w Q J z O z w 0 Q 0 O N O O N O N Lv Q J O O 0 z n U O Q / z LEI O O 0 ry LEI L 00 r� li — O Ln LEI O Cn O/O J N (n N O D" o N W N o O O .. Un U r TEXAS FIRM #14199 N g 10 o U N Z r W W _ m 0 Z 0 s i t e integration studio IIIE 02 Landscape Architecture - Sustainable Site Planning - Natural Resource Design ' ' I John F. Murphy, ASLA w Tyler PLANT LIST 7Tyyle9r,`TX75703way 512.6589.95584 - Austin � F CANOPY TREES johnftiteiM.cem www.siteint.com o scott®siteint.tom 12 BO Bur Oak Quercus macrocarpa 3" cal. B&B 12' ht. 6' spread 9 LO Live Oak Quercus virginiana 3" cal. B&B 12' ht. 6' spread ~ City of Southlake TexasUJ 7 LO 4 Live Oak Quercus virginiana 4" cal. B&B 15' ht. 8' spread ' W M o 16 CE 4 Cedar Elm Ulmus crassifolia 4" cal. B&B 15' ht. 7' spread m 6 CO Chinquapin Oak Quercus muhlenbergii 3" cal. B&B 12' ht. 6' spread 7 SO Shumard Oak Quercus shumardi 3" cal. B&B 12' ht. 6' spread 15 BC 4 Bald Cypress Taxodium distichum 4" cal. B&B 15' ht. 8' spread �O�,pND'31 7 LE Lacebark Elm Ulmus parvifolia 3" cal. B&B 12' ht. 6' spread O� ORNAMENTALTREES 9 DW Desert Willow Chilopsis linearis'Bubba' 30 gal. 8' ht. 3" cal. (P 973 CO or 13 RB Redbud Cercis canedensis 30 gal. 8' ht. 3" cal. 44 CR Crapemyrtle Lagerstroemia indica 'Tuscarora' 30 gal. 8' ht. 3 trunk 3" cal. min. OF s/zs/zo 39 TY Tree Yaupon Ilex vomitoria 30 gal. 8' ht. multi -trunk 3" cal. min. 15 MP Mexican Plum Prunus mexicana 30 gal. 8' ht. 3" cal. 6 NR Nellie R. Stevens Holly Ilex'Nellie R. Stevens' 30 gal. 8' ht. 3" cal. 23 WM Wax Myrtle Myrica cerifera 30 gal. 8' ht. 3" cal. SHRUBS & GROUNDCOVERS 86 EL Elaeagnus Elaeagnus pungens 5 gal. 36" oc 96 DB Dwarf Burford Holly Ilex cornuta 'Burfordii' nana 5 gal. 36" oc [� W 61 AB Abelia Abelia grandiflora 5 gal. 36" oc 0 34 RY Red Yucca Hesperaloe parviflora 5 gal. 36" oc 23 TX Texas Sage Leucophyllum frutescens 'Silverado' 5 gal. 36" oc a 28 PM Pink Muhly Muhlenbergis capillaris 5 gal. 36" oc 13 HD Harbor Dwf. Nandina Nandina ' Harbor Dwarf 1 gal. 24" oc 3 GL Giant Liriope Liriope gigantea 5 gal. 36" oc 37 DIH Dwf. Indian Hawthorne Raphiolepsis indica'Pinkie' 5 gal. 36" oc 6 BA Barberry Berberis sp. 5 gal. 36" oc O 21 DY Dwarf Yaupon Ilex vomitoria 'nana' 5 gal. 36" oc O 16 SIP Spirea Spirea sp. 5 gal. 36" oc 33 GC Green Cloud Sage Leucophyllum frutescens 5 gal. 36" oc y� 2,114 SF AJ Asian Jasmine Trachelospermum asiaticum 1 gal. 18" oc 395 SF SC Seasonal Color To be chosen by owner at time of planting 1 gal. 18" oc gill N m F, Tree 1 PLANTING HOLE 9973 FM 521 ROAD TREE Stake ROSHARON, TX 77583 -` -'-` ROOTANCHOR PHONE: (281) 778-1400 0 == TREE TRUNK FAX: (281) 778-1425 D __ `-`- ROOTBALL SOIUtIOnS www.treestakesolutions.com LU Q 0 LSTEEL EDGING 12" DEPTH OF 4" MULCH LAYER SEE PLAN PLANTING MIX STEEL EDGING PREPARED SOIL MIX SEE PLAN AND FERTILIZER (SEE SPECS) 4" MULCH LAYER TREE TREE c o Cam` ROOTANCHOR NAIL ROOTANCHOR U-BRACKET STAKE NAIL STAKE U-BRACKET o III �"1 ROOTBALL ROOTBALL _ PLANTING HOLE PLANTING HOLE III ----------------- \ _ _ o UNDISTURBED 8 o ��$ o =1 I 1E l 1=�— i�\i�\ice\ice\ice SOIL o UNDISTURBED \\ \\//\\//j//\\/ \ \\ \//j /j/ / g8 g8 v v v� 8v — SECTION SCARIFY BOTTOM OF SOIL PLANTING BED BEFORE v� 8 PLACING PREPARED MIX -1 1. WITH TREE IN A STRAIGHT &PLUMB 2. INSERT 1 OF 3 NAIL STAKES THROUGH EACH OF 3. NAIL STAKES SHOULD BE DRIVEN STRAIGHT DOWN 8 g g v SECTION W POSITION, CENTER THE APPROPRIATE ROOT THE U-BRACKETS. NAILS SHOULD REST IN THE INTO THE UNDISTURBED SOIL BELOW THE v aciy �v ggv v$ ANCHOR SAFETY STAKE AROUND THE TRUNK, UNDISTURBED SOIL AT THE BOTTOM OF THE TREE ROOTBALL. THE NAILS ARE NOW CAGING THE vo 2S v 8 g$ WITH RINGS LAYING FLAT AGAINST PIT. ALL NAILS SHOULD FIT SNUG AGAINST THE SIDE ROOTBALL IN PLACE, WHILE THE TOP BRACKET PINS ROOTBALL, U-BRACKETS FACING UP. OF THE ROOTBALL. THE ROOTBALL DOWN. uF (FOR HAND OR MACHINE DUG TREES, IT MAY BE AFTER THE TREE STAKE IS INSTALLED, A LAYER OF TOP OF BALL OR NECESSARY TO PENETRATE 1" - 4" OF OUTER AREA MULCH CAN BE ADDED OVER THE STAKE. REMOVE ROOT CROWN 4" MULCH LAYER OF THE ROOTBALL WITH THE NAIL.) ROOT ANCHOR AFTER TREE IS ESTABLISHED. 1" ABOVE FIN. WATER BASIN TRIANGULAR ' w GRADE TRIANGULAR SPACING REFER TO SPACING EQU / SEE PLAN Il—Il ROOT ANCHORTM BELOW GRADE SAFETY STAKE SIZING CHART — EQUA ARBOR -GUY NATIVE SOIL DETAIL FOR — ANCHORING PREPARE SOIL MIX �I AND FERTILIZER PER SPECS. — 1 PLAN PLAN �1 CANOPY TREE PLANTING f MULTI -TRUNK PLANTING SHRUB PLANTING GROUNDCOVER PLANTING DESIGN: CWP 1 SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE GRAPHIC SCALE DRAWN: CWP CHECKED: CLC 30 0 15 30 60 DATE: 8/25/2020 SHEET 1 inch = 30 ft. T —3 File No: 2020-076 ITEM # DESCRIPTION NAIL LENGTH X 3PC INCLUDED ITEM # DESCRIPTION NAIL LENGTH X 3PC (INCLUDED) 5 BG 5 GALLON OR 10" ROOTBALL #4 X 24" 100 BG 95/100 GALLON OR 36" ROOTBALL #5 X 48" 15 BG 10/15 GALLON OR 17" ROOTBALL #4 X 36" 150 BG 150 GALLON OR 42" ROOTBALL #5 X 60" 30 BG 20/30 GALLON OR 22" ROOTBALL #4 X 36" 200 BG 200 GALLON OR 48" ROOTBALL #5 X 72" 45/65 BG 45/65 GALLON OR 27-30" ROOTBALL #4 X 48" 300 BG 300 GALLON OR 58" ROOTBALL #5 X 72" GMI Development Phase 1 LANDSCAPE CALCULATIONS Building Floor Area 70,000 SF Proposed Zoning I-1 SUMMARY CHART -INTERIOR LANDSCAPE Required Landscape % of area in Canopy Accent Shrubs Ground Seasonal Color or Area (Sq. front or side Trees Trees 5 gal. Cover (Sq. Provided ft.) 1 per 500 1 per 250 1 per 40 Ft.) 15% 2% Required 10,500 SF 75% 21 42 263 1,575 SF 210 SF Provided 88,412 SF 89% 23 42 309 1,837 SF 240 SF Parking Lot Landscape REQUIRED PROVIDED 195 spaces parking between bldg. and R.O.W. 3,900 sf 7,294 sf 96 spaces 49% 195 x 20 SF = 3,900 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED/ PROVIDED LENGTH BUFFERYARD WIDTH -TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE/ SCREENING NORTH REQUIRED N/A N/A N/A N/A N/A N/A PROVIDED N/A N/A N/A N/A N/A N/A EAST REQUIRED N/A N/A N/A N/A N/A N/A PROVIDED N/A N/A N/A N/A N/A N/A EAST2 REQUIRED 299.7' 10' - D 12 15 54 N/A PROVIDED 299.7' 10' - D 12 15 54 N/A WEST REQUIRED 625.37' 10' - F1 19 38 50 F1 -Fence PROVIDED 625.37' 10' - F1 19 38 65 F1 -Fence SOUTH REQUIRED 453.1000 10' - F2 19 37 55 N/A PROVIDED 453.1000 10' - F2 19 37 55 N/A 0 0 Lv Q m 0 Q U LL Q J z O z w 0 Q 0 O N o 0 N 0 N / w Q O 0 / 0 n� O Q / z W D U O 0 / w 00 r� (Y — O Ln LI 4 U 0 / O J N (n N O 0- O N LJ N U� 0 O N / N O .. U�r,Ur M LLJ o Q O Q Lvo�O'� O O O Un CL a- O J — — — — — — — — — — — — — — — — — — — --- ---- --- — — — _- I I/-Iiii�-----�-�-tom / z / / Evergeen /' 18„ i / LOT 2-R2, BLOCK 3 Shrub Screen 0i CORNERSTONE 0 0 F7BUSINESS PARK Interior Plantings .,��DOC. No. D215014058 0 0// P.R.T.C.T. 0 'Lands � / I10'- C 0 CR DRB L / Phas Planting / WM LOT 2-R3, BLOCK 3 / ,Phase1PI ng aCORNERSTONE BUSINESS PARK WM DOC. No. D215014058 'M) / ROW DEDICATION / LOT 2-R1, BLOCK 3 \ CORNERSTONE \ BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. LOT 1-R2, BLOCK 3 CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. O O 'Mika s i t e integration studi landscape Architecture - Sustainable Site Planning - Natural Resource De John F. Murphy, ASLA 7529 Cross Gate Way 512.632.3822 - TyU Tyler, TX 75703 512.589.9584 - Aus john4lisiteint.cem www.siteint.com scott4siteUrt.com City of Southlake, Texas Phase 2 - Remainder of Development LANDSCAPE CALCULATIONS Building Floor Area 58,780 SF Proposed Zoning 1-1 SUMMARY CHART - INTERIOR LANDSCAPE Required Landscape % of area in Canopy Accent Shrubs Ground Seasonal Color or Area (Sq. front or side Trees Trees 5 gal. Cover (Sq. Provided ft.) 1 per 500 1 per 250 1 per 40 Ft.) 15% 2% Required 11,756 SF 75% 24 48 294 1,764 SF 236 SF Provided 47,668 SF 81% 38 48 294 1,800 SF 240 SF Parking Lot Landscape REQUIRED PROVIDED 427 spaces parking between bldg. and R.O.W. 8,540 sf 13,344 sf 298 spaces 70% 427 x 20 SF = 8,540 SUMMARY CHART - BUFFERYARDS LOCATION REQUIRED/ PROVIDED LENGTH BUFFERYARD WIDTH - TYPE CANOPY TREES ACCENT TREES SHRUBS FENCE/ SCREENING NORTH REQUIRED 470.19' 10'- F1 15 29 38 F1-Fence PROVIDED 470.19' 10'- F1 15 29 38 F1-Fence EAST 1 REQUIRED 235.37' 10'- D 10 12 43 none PROVIDED 235.37' 10'- D 10 12 43 none EAST 2 REQUIRED 682.02' 10'- D 28 35 123 none PROVIDED 682.02' 10'- D 28 35 123 none WEST REQUIRED N/A N/A N/A N/A N/A none PROVIDED N/A N/A N/A N/A N/A none TOTALS RIM #1 N � N 0 o U Z N LU r W o 0 0 z 0 O>- aU 4t W D U� �o o� N F ZZ HATCH LEGEND r------ 1 z I I Landscape O to Buffer Areas L — — J LOT' w X COI Evergreen BU` Shrub Screen w Q (Phase 2) 0 DOC. I GRAPHIC SCALE 30 0 15 30 60 1 inch = 30 ft. :� z oz�4 Ewa Qaa zoo �WQ DESIGN: CWP DRAWN: CWP CHECKED: CLC DATE: 8/25/2020 SHEET L-4 File No: 2020-076 0 O O W 0 0 W W X w Q O �U� Q�Q w00CD00 Ln Ln m O O O N O N J O C3) O D 0 00 Luminaire Schedule Symbol Qty Type Llght Loss Factor Manufacturer/ Catalog # User Deflned Factor Total Input Watts Total Lumen Output 8 S1 0.850 LITHONIA DSXO LED P6 40K T3M MVOLT HS DM19AS 25' POLE + 2.5' CONCRETE BASE 1.000 134 12567 4 52 0.850 I LITHONIA DSXO LED P5 40K TSM MVOLT DM28AS 25' POLE + 2.5' CONCRETE BASE 1 1.000 1 268 33146 13 1 SW 1 0.850 1 LITHONIA DSXW2 LED 30C 700 40K T311 MVOLT 1 1.000 1 71 8198 \ \ \ \ 0 0 0 0 o 0 0 0 0 0 o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 6 0 6 0 0 6 6 6 6 0 0.. o v o 0 0 0 0 0 0 0 0° o o \ \\ 00 000 0000000v o 000000000000000ev000000000000000000 0 ........... ..............\ \ 0 0 0 0 o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ o 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 o v o 0 0 0 0 0 0 0 o v o e \ 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 o v o 0 0 0 0 0 0 0 0 0 0 0 0 0 o v o 0 0 0 0 0 0 0 0 0 0 0 0 \ o I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o f o 0 0 0 0 00 oov0000v00000 00 0 0 0 °0000e \ � \ o e o 0000 � � o 0 0 0 0 0 00 oe o0 00 00000 000 00000000000��0000v0000000 � \ o o 00 00 00 00 0 0 0 0 o v o 0 0 0 0 0 0 0 00 oe o0 00 0000e \ � \\ o�o o 0000 o o 00 00 00 00 0 0 0 0 o e o 0 000 000000e000 0000000000000000e � o 0 0 0 0 0 0 0 0 0 00 oe o0 00 0� o00 000000evoo 000000 \ \ � __ �--� o__°o 00 00 0� o 0 00000000v0000000000000e� �___oo__o 00000000e o000000�e \ � oo °o o��� o 0 0 ooe o0000000e \ � 00 ooe o00000o eo. .� �� �� .. o 0 o e o oe oo °o o � � � o 0 0 ooe 000000aoe °000000,o_ -._. _-.._._ =Sw . w —SW Sw °0000 :: 2 -- o _.���� o � I S2 .;°ooe .. __. .._ _.. e I� of o I I M 2 S2m o 0 2. 0000 00 .'�� I. . . �. . . . . . 2T0 0 0 Sir- _ _ Sw . _ _w _ 'Sw _ 'sir o olo 0 0 o elm o olo 0 0 0 _ _ . _ . - - . - _ - o 0 0 0 0 0 olo 0 0l � o 0 0 . . . . . . . . . . . . . . . . . . . . . o 0 0 0 0 0 I. . . . . . . . 000l0000 e ������� _ _���__�_�����oo�� 000 0o e 0000 o _ _ o S 000e0000/ono . o o e o o e o 0 0 0 0 elm___. e o o e o 0 0 0 0 0 . o o o o_.. o 0 0 0 0 o 0 0 0 o e o o _ o ..__.-_-__- o 0 0 0 0 0 0 0 0 0._._ o 0 0 0 o 0 0 0 o e o 0 0 0 o0 00000v..... ._....... 0 0000 \xI 000 0o e,00-- 0000°°° 000 -------------- .__.-._--------:-:- .o ......000°0000000 00000eoo 0000 000i� oo e o0 0 000 o0000000.......... °0000 0 00000 1= to e o 0 o e o 0 0 0 0 o e o 0 0 0 00o e oo;000 oo°000v000000°0000 _ _ .. �� o00000000°00...... 0. °0000 e ..0000 i� �r _._ ___ o00000000°00000000 0000 0o e 0000 ov000v000000v00000000 0000/ o000000 000 0o e o0 o°000v000000v0000 000000e00000000 0000000%0000000 0 0 0 o to 0 o I o 0 0 0 0 o v o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° o 0 0 0 0 0 0 o e o o o o 0 0 0 0 0 0 0 0 0 0 0 0 o e o 0 0 0 0 o e o v o 0 0 0 0 0 0 0 0 0 0 0I -- 2.' "S, o m. I I. I. m S I.... o N mS o 0 0 0 0 0 0 0 0 0 o v o 0 0 0 0 0 0 0 I. 0 0 0 0 0 0 0 0 o 0 0 o a 0 0 0 e o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0q. o e o�o 0 0 0 0 0 . O . 0 0 0 0 o e o 0 0 0 0 0 0 l0 1= o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o to 0 0 0 0 0 0 0 0 0 0 0 0 0 0l o to 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0l0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0l0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0l o 0 0 0 0 0 0 o a o a 000 000 000000000000.............. 00 000000000000000000000000000000 000 0000... ......000000 30 60 90 0000000 00000000000000000 o000000000000000000000000000000 ........... � o0000000--�000000000000000 � �� � �000000 0000000000000000000000000000000000 00000000000 PHOTOMETRIC PLAN — ELECTRICAL I SCALE: 1"=30'-0" SCALE: 1"=40'—O" I I 571 ZJ�jEpOpF�TfX,S ;1 * DONALD T ELLI OTT �'�•},• • 6,1065 1q 0 '. --CUmsE�? • ] 08/14/2020 STACY CONSULTING ENGINEERS, INC. 2900 CITYPLACE 2711 N. HASKELL AVE. DALLAS, TEXAS 75204 ® 214-874-0200 TEXAS REGISTRATION #F000521 E100P PROJECT # 3269001 0 0 z Q J a_ V) N W U U Q Z Q ry H N W 0 W CL I U 1-11 V) H W W 2 V) 1-11 0 a U 1-11 Y a J 2 H D 0 N Z W 0 ry a 0 0 � I aO N � 0 N O N 1-1 W 6 V) 0 ~ L�.I N U D_ � 0 W N/ D 1-1 U 00 N m H Z 0 Q 0 H 0 � � Q O O U J J 0