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Item 7A - Plans
C� 0 Z Q J IL LEI N N N Ld Ld 2 V) 0 0 Q 0 LLJ Y a J 0 N z LLJ r) ry Q 0 cD 0 NLr) LO O LO 0= 00 LLJ H LLJ0 W 0 Q-0�0 O afo/O 0 O N O m � o > 0 Q O Q H O F O O UO Q a- a- J J I W Q x NWOU I Y O co =) 0 I Uo m e" Lu ZX2 W J U Z g Y 2 V�W� N ~Z O_ W �yo O z Ja wJOz FWD FUTURE VILLAGE CENTER (INST. N0. 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 ZJ _--. II 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 (SO. 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% r 11 I I I >° \ rj m I LOT 1 BLOCK 1 \ Zn I NOLEN OFFICE PARK ADDITION 0 1 I DOC. No. D213017713 W I 24' PUBLIC ACCESS EASEMENT P.R.T.C.T. INST. NO. D213017713 D.R.T.C.T. �tio EX. ZONING: SP1 O O 5' UTILITY EASEMENT L.U.D.: MIXED USE fOPi�'C� F L P OWNER: MPA SOUTHLAKE MOB LLC INST. NO. D213017713 D.R.T.C.T. ------ �^ � LOT 11 IN PHASE 1 ACCESS DRIVE TO S NOLAN \ e z I EASTER, THOMAS SURVEY; A474 I � aww DRIVE TO BE CONSTRUCTED o PROP. R. HE GHT O b - - - - IN PHASE 1 _ _ _ _ _ � &G�9ING FENCE EX. ZONING: AG s L.U.D: MIXED USE I I ° \ 10' 1 UFFERYARD ( ° DRIVEWAY SPACING OWNER: 2021 PRIMROSE OFFICE II LLC I 30' BUIL ING SETBACK R AINING ALL INSUFFICIENT, VARIANCE REQUESTED � - 26'FL -�---- --. � -- -- - r N I I I 0.32 AC I T/E 1' L N f L:Tj� TEE H SE 2 PHASE 1 - COAQAAONA CESS - I i --- ------------------ ---- --- - IrI>e0P,_ \------------- ----------------- `- PR a Iu PROP. 30' ACCESS EASEMENT EASEMENT I I 10 �O A,, P!OP . 30' ACCESS EASEMENT , -n oo I GRATE �� OP. 15' UT LITY EASEMENT - - I - - - . - - - S - ^ I ��--^�_ 0---------------- `°------ �fdfi- Ei -�- - - - - - - - - - r- Q�oo1 - I L 13 g4 -4 m 13 3 '43 , '7 93.66' i I I71 7717 �oF� EX.� FH w / % I o 5 9 Y o, Y PROP. FH T PROP. r g w 10' I PROP. WATER METER I PROP. WATER p II C I FH 18 I 2 TYP o �100� I PROP. FH I I METER A EX. CONCRETE DRIVE (VACANT LOT) TBM X-CUT SET Z=655.28 �020 'ZO OQ0�09 O /2 O �L E 30' BUIL EX. S: / MANH 'S37°c 7.9 \ ` ��� co R7o, 4 ry 19' 19, 19, 1 � 10 I I 9 F ` 10 PROP. GRATE INLET Q II ° D I } 9 8 P I I 18' TYP. P i PROPOSED LOT 4 0 0`41 �5.99'I„ FUTURE DEVELOPMENT II o 5.5 \ 24,700 SF BUILDING 28.73 I PROPOSED LOT 2 { 9 FUTURE DEVELOPMENT rn Q PROP. FH / \ III I 5 TY g 7 8 co 17,040 SF BUILDING 2 I I 1.19AC ww w I I I 4 6 4 P U LU - I II I 8.62'18' 24' 5.5' 103' / R30' 8. w W T I I R Q I II r I I W PHASE 2 SSWR MH I -FLO ~ I I �c� 25' o �o I I� I 18' I 24' 8.5' PROP.5' !\ _ I II o T I I 10 PROP. GRATE INLET RETAINING WALL:-:':-' r 5.13'` e In 25' PROP. GRATE OADING ZONE I 4.5' O II SPACE _ -- 13.16 AC (TOTAL) INLET I Ir �O 18' TYP PROP. SSWR MANHOLE I QOJ U I I -25 CALLED 22.90 ACRES J I II I ���Jff ELBERT CLARK WHITE JR. I h J I I GRATE DOC. DoRD C6196920 I Ir • - - I QOQ / III / ILL m l INLET I I 93.66' Q z a_ (n EX. ZONING = AG r r' Y p � Y I PROPOSED ZONING = SP-2 I I I PROP. SSWR MANHOLE 11 \ / o/ J s a C7 C, Y I I LFROP. 8'MASONRY SCREENINGL.U.D. =MIXED USE r Im = ALL AND 5' RETAINING WALL I I I w I II CO Q O .. H I 62 56' - PROP. 5' PUBLIC SIDEWALK (PHASE 1) LOT 1R1, 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. SSWR MH \ D EXISTING PUBLIC SIDEWALK O z N p 0 I C 2 r l PROP. GRATE INLET I SWR MH / LOT 1-R2, BLOCK 3 \ / 10 -D B RD I ! O o- w ARK J o I I� TRUCK PHASE 1 r 10 y� / / �yo (20' D) BUSINESS NESS PONE \ O I LOADING ZONE PROPOSED LOT 1 I I I fir, // 4l j PROP. SI ALK DOC. No. D215014058 U i� / �. (PH P.R.T.C.T. / z Im GMi HEADQUARTERS I I � � I � � �� PROP. 10' � I I y I 57,500 SF INDUSTRIAL I Ir ' PROPOSED LOT 3 II SSWR y O 22 500 SF OFFICE (2-STORY) PROP � o / EX ZONING' SP1 / I� 7.11 AC r I I I FUTURE DEVELOPMENT rn 4 ME FH L.U.D.: OFFICE COMMERCIAL I 17,040 SF BUILDING 1 / - 1 20.29' 24' FL I 5' 1.64 AC / � OWNER: LIMC REAL ESTATE LLC \ \ FFE = 678.00 0.5 w 120' j 4.29' 195 PARKING SPACES PROVIDED - I PROP. SSWR MANHOLE \ PROP. GRATE (6 ADA SPACES) I I \ - I-- ------ PROP. GRATE INLET I I \ \ PROP. VAR.2 1 o I 50' PROP. FH �. / �' j RETAINI \ / LOT 1-R1, BLOCK 3 -_-_--- LOADING ZONE SPACE PROP. DOM. METER `' PROP. GRATE INLET (° `�j_ CORNERSTONE of I 150' r I BUSINESS PARK PROP. 6'X6' RISER ROOM T8'ITYP. PROP. STORM MANHOLE ty, /��� LOT 2-R1, BLOCK 3 / DOC. No. D215014058 ° / j �P CORNERSTONE BUSINESS PARK / P.R.T.C.T. I� I / DOC. No. D215014058 P.R.T.C.T. FIA PROP. 1 'UTILITY I I ° 'C EX. ZONING: P1 r O O G S PROP. WALL MOUNT FDC ° O E�SEMENT I � � P�' � / \ (64 LF TO PROP. FHYD) I I I / Q �`� EX. ZONING: SP1 L.U.D.: OFFICE COMMERCIAL P`�Q g� / \ L.U.D.: OFFICE COMMERCIAL OWNER: CAVU EQUITY GROUP LLC PROPOSED 7 c' �p - MONUMENT SIGN PROP. STAIRS TO SECOND I P.�pF' / OWNER: FATCAT LLC PROP. FH STORY (SEE ARCH. PLANS / U - FOR DETAILS) g M�T R _U w N J 9 / 8.26'I w W J r Ul 1\ :.. QLo CO j m 128 7 - co 30' 75' I I s \ �O°�'~ C�w� Iw N 24' 11 I 2 U z X Y o 0 2 LOT 2-R2, BLOCK 3 \ 00 o IY z rn TI c I ., I e e e e o'- III O / CORNERSTONE BUSINESS PARK Q z° o: P 5 \ a y y 5 ° DOC. No. D215014058 P.R.T.C.T. w U x c I0 .� +Cl ,� .� w 6 �r 20' � w w I TI z � - - - �+ • OQ J Z _ r EX. ZONING: SP1 m U I' \��0 �I 9 9 9 9 91 PROP. O IM `� - - - - - - -I � � - N- - - - - �N I RETAINING WA / OWNER: SILICON TEXASPMMERCIAL ROPERTIESLLC U I 24' I 10 w 10 FL I, � 5 S �.�b Z, I / � 10 a 7 RS4�� EX. SSMH a old pe'O �hq NJ - - - - o TYP. 2 3R 7 gid IN, t ° 4 ../ LOT 2-R3, BLOCK 3 . PROP. 4' RETAINING WALL CORNERSTONE BUSINESS PARK %u \Y`.`.` .'.•. .'.'.`.'.`.'.'.`.'.`.`.`. .`•`•''=. DOC. No. D215014058 P.R.T.C.T. EX. ZONING: SP1 \ �`.`.'.`. .`.`.`.`..'.'.`.'.`.`.'. . .'.` PROP. 1 ETE • '�`•`•. .•'•` C TE•'•`•`•`•`•`•`•`•`•`• HEADWALL 2p I L.U.D.: OFFICE COMMERCIAL o NEADWAL `,`,',` R EY OWNER: CCW-516 SILICON LLC •`•`•`:.' .'+` ` `. PR0POS`E0*DETE1�]'tb'Ll�i.'...`.`.'.'.'.' ERSl1 v \` .f?QND.i4F2�1..'.``j jpnllAS EAST 474 a� / AB ROP. CO RETE \' '.'.'. .'.'.'.'.'. . . . . . . . . .'. A.�•' _ HEADWAL q Q '� o= G' C / ZO �nOrU ZwU I 7 \`sF)" '. \� O� O 0 0 Zoo \�C LL \ J Z° ON " = e�T �J c J 10'�ow DEDICATION LOT 1 Lu U x � BLOCK 1 .o�n11 w O LOT 3, BLOCK 5 O w . ^ % T. EASTER N0. 474 ADDITION o U E.C. WHITE ADDITION O ` �,•`•`•`• DOC. NO. D197090951 DOC. No. D216044865 '4..r-= ° EX. TREES TO RE/IN 6' UBLI SIDEWALK . P.R.T.C.T. ILL I P.R.T.C.T. o (TYP.) ( AS 1) I � / EX. ZONING: SF1-A O I EX. ZONING: SF1-A L.U.D.: LOW DENSITY RESIDENTIAL L.U.D.: MIXED USE �` o' •: `••` / OWNER: HARMAN COURTNEYJ OWNER: TRI DAL REAL ESTATE LTD. •`- GMI Development Phase 1 ° LOT 6 I LANDSCAPE CALCULATIONS 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 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 j 453.10' j 10' - F2 j 19 j 37 j 55 j 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 cu 2oJ SITE Lj J m O O O Y Cn w KIMBALL HILL CT ov F U o0 Q- (Y V w W LU � 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) O CURB & GUTTER O PROPOSED PEDESTRIAN RAMP O HANDICAP SYMBOL O PAVEMENT STRIPING O HANDICAP SIGN O CURB STOP PER DETAIL OPROPOSED SIDEWALK TEXAS FIRM #14199 0 a0 �U N w �w z w " O wo z � 0i ag U w LU z w tz LoN � N zaF o: �o z� w Ljj UwO M 0 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 h^--1 h-� W I --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��, T.,,. SP-1 TARRANT I EASTER I 474 File No: C v CLERESTORY W/ WEST ELEVATION Scale: 1/I6"=1'-0" PAINTED TILT WALL STONE METAL CANOPY METAL PANEL STONE GI - 2iC,-n" T.O. PANEL T.O.PANEL METAL PANEL IL momot Immmm =mot INN— mommir mv 1 1 EL.= 0'-o" B.C. CANOPY EL.= 0'-0" rm LIGHT SCONCE • i SOUTH ELEVATION Scale: 1/I6"= 1'-0" 3'-6" __/ EAST ELEVATION Scale: 1/16._, -o, NORTH ELEVATION Scale: I/16•'=1'_0" GMi HEADQUARTERS 2450 CROOKED LANE SOUTH LAKE. TEXAS 76092 DARK BRONZE STOREFRONT 1 • OVERHEAD DOORS MATERIAL CALCULATIONS SOUTH TOTAL SURFACE AREA SQ.FT. 75103 MATERIAL PERCENTAGES CLASS 49% 3,495 EIFS ACCENT 1% 100 METAL PANELS 8% 594 ACCENT METAL 1% 38 PAINTED TILT WAL L 5% 340 STONE 36% 2,536 TOTAL MASONRY 98% 6,965 MATERIAL CALCULATIONS NORTH TOTAL SURFACE AREA SQ.FT. 71039 MATERIAL PERCENTAGES GLASS 8% 596 EIFS ACCENT 2% 107 ACCENT METAL 1% 93 PAINTED TILT WALL 50% 3 617 STONE 39% 2,726 TOTAL MASONRY 97°lam 6,839 STEEL POST MATERIAL CALCULATIONS WEST TOTAL SURFACE AREA. SQ.FT. 10,618 MATERIAL PERCENTAGES GLASS 12% 1,260 EIFS ACCENT 0.4% 38 ACCENT METAL 1.6% 179 PAINTED TILT WALL 60% 6,394 STONE 26% 747 TOTAL MASONRY 98% 10,401 J 1 RESIDENTIAL PROPERTY LINE MINIMUM BUILDING SETBACK S� VA `QRpQER - RESIDENTIAL I - REAR YARD I I FRpM REDS\DF��1A _ _ I SIpQE ao'40' PROPOSED BUILDING L 187.11' i 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% 63 METAL PANELS 2% 0.5% ACCENT METAL 1% 1.5% PAINTED TILT INALL 63% 7,206 STONE 21 % 2,460 TOTAL MASONRY 96% 11,094 ENCLOSURE DUMPSTER Scale: 1/8"=1'-0" DUMPSTER Scale: 1/16"=1'-0" BUILDING ELEVATIONS Scale: 1/16"= P-0" Date:08.26.2020 METAL GATE STEEL POST ENCLOSURE STONE CAP STONE ENCLOSURE I U U) W W 2 N r) Q U W Y Q J 2 H D 0 N Z W ry Q 0 O 0 � I aO N n 0 0 N W O N 0 ~ W N W a- 0 � N f- LO a- W � N / D 1-11 U 00 N 0 0_ Q Q w cr a w O Q z Q Of 0 c� z N X w N 1 w w U) 0 0 a w Y a J _ H O V) z w 0 ry a 0 O � I � 0-004 �O� N O N C Nw 1- w ao�o N\O\ 1-- Lr) a 0: N U 00 N 00 � 0 0] H Ld Z 0 0 O U) HI-a1-- O O UO Q 0_0-JJ 24' PUBLIC ACCESS EASEMENT \ TBM X-CUT SET INST. NO. D213017713 D.R.T.C.T. \ \ do 1 1 \ / Z=655.28 U I 5' UTILITY EASEMENT I \ / LOT 1 R1, BLOCK 5 INST. NO. D213017713 D.R.T.C.T. / \ S ORNERSTONE BUSINESS PARK too L0--------- \ D - - - - - - - - - - - - DOC. No. D218248110 ,to h BLOCK 1 2 P.R.T.C.T. 2� I I NOLEN OFFICE PARK ADDITION O s _ 0 DOC. No. D213017713 - - - - - - ON, DOC. - - -- - -� P.R.T.C.T. N$ 93 _j \s,w N �` \o CN 00I I� \ \ \ \\ \ \� 6��` \\ o \\ \\`S60, ° 09\s60 ° I\\` \ \ ° 55, 31 0,227. I III \\ \ I N MEAErPW C M C. No D17 5 92111 I I P. .T.C.. I I / / \ / l I \ ° \ I I I I \ \ \\\ \ \ I ( ( �\ ° 00 co y L I Icr \ \\\\\\\\ \ \ \ I \ I\\`\ / I CONCRETo E _ W I \ 2 °� HEADWAL ACCEPTI� FLC)- � \ \\ \ 7 , I I / I I }° °Q \ w\°ZQ _EX-2 °LU FL � N OI A °' \° 5.74 C \\\ in = � I 1 J \ I \ \ \ \ 3.74 CFS ° ° ° \ I I \ 0 \ \\ 6` IN00 -`°III III / / 1 / I \ � / / \ \° \ I I I � ( / / � \ \ ° I o/ - IN 13.16 AC / / \ I I co I I \ I l \ ° ° I - \ � I I � \ "44„ttYY @ � / CALLED 22.90 ACRES / \ I I M I ° I \ 1 / I I / ELBERT CLARK WHITE JR. / I v7 I \ -LL ° DOC. No. D206196920 MEAD K� / / / D.R.T.C.T. \ / LOT 1-R2, BL ° ° yo / / CORNERS II II 0� / / - - \ ( / \°;•� / ° BUSINESS DOC. No. D21 co 14 f no ° �I P.R.T.C. N �h LOT 2R1 BLOCK 5 R$TONE BUSINESS PARK DO�C. No. D218248110 P.R.T.0 N \ � TBM X- UT SET S438' Z=654.51 °..... 14.75' j OCK 3 T ONE PARK / 5014058 / \ T. \ EX-1 Q5 /j (07.42 AC 0I .....\ z LOT 1- R1, BLOC K 3 17.76 CFS / ^/ ° CORNERSTONE -682--- BUSINESS PARK �O�P LOT 2-R1, BLOCK 3 DOC. No. D215014058 Irlr OpCORNERSTONE P.R.T.C.T. BUSINESS PARK ( DOC. No. D215014058 N PRTCT1-11-1 ° 666/ / EA UNDER 680- IRUCTION I Jl I '// /j \ / o I 1 ° ° / � / \ \ LOT 2-R2, BLOCK 3 / ° / CORNERSTONE /�i� 68 BUSINESS PARK / / / (D DOC. No. D215014058 / .67$, / / / I P.R.T.C.T. 0 • , \ \ o/CO 0 0 ��h LOT 2-R3, BLOCK 3 / / , / / / / I CORNERSTONE / BUSINESS PARK J (0,Ip- J // I i Y �'�� / DOC. No. D215014058 / / AS FASTER gUR P.R.T.C.T. / - -675- / / THOP'BSTRACT NO.1 74 // / / -61 I 3� �2 / I 2 As 1 / ° �/ / LOT 3, BLOCK 5 ib T. EASTER NO. 474 ADDITION / DOC. NO. D197090951 P R T C T INk#**G) I-670_ ° ° ° ��° / 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 (INIHR) Q25 (CFS) 1100 (IN/HR) Q100 (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 5.74 0.30 15.0 3.32 5.72 5.53 9.52 6.46 11.12 7.98 13.74 FUTURE 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 � 2 L o o U �U N Z iz �w w �o w0 0 2 aU Lu LU z0 W U� N 0 I� 6 �� � LLI z w0 U w M 0 O w 6 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 C� 0 Q Q w ry Q w c� Q z ry 0 0 w 0 n 0 cr CL PO I U (N H W W 2 N 0 0 a U W Y a J 2 H 0 N Z W r) ry Q 0 cfl 0 � I aO N 0 N O N W O V) 0 ~ LLI N U D_O� d af N/ D 1-1 U 00 N ry O N I U N H W W 2 (N 1-11 r) a U W Y a J 2 I- D O N Z W r) ry a 0 0 O � I ao N � O V) O N W O V) �- O ~ LLI N U D_ O 3 F d 13� N/ D U 00 N m H Z Q O H 0 H � H Q 00 U J J O TEXAS FIRM #14199 c� 0 z Q J n z Q ry 0 ry O (n I 0 (n H W W N 0 0 a W Y a J H O N z W 0 ry Q 0 co O ao0- 04 Np04d. 0' (jW N W00 a O � O N\of\ �- L m Co Iaf N 0 00 N 00 o mLLI > Z 0 O U) I-I-QH 000(n J J O Q 0-0-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 I-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 Q100 r 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 7A2 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 E\ent 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 (ft) Cumulative Volume (W) 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 1 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 � 2 O o U m O N Z iZ �W W �o w0 0 ILs U LLI LU z W N 0 Iz Jx �X �o W z� W O U W M 0 O W co PRELIMINARY 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: 8/16/2020 SHEET C-5 File No: 7O U V) H W W 2 U) 0 0 Q U W Y Q J 2 H D 0 V) Z W 0 Of Q cD 0 � I a0 N It 0 N O N O N W F- 0 ~ LEI N LLj d N � H ul of of N/ D UOON m H Z C 0 0 Ld O O U J J 0 d � J o i LL. O Z J w _ Z O 0' w In w w w w w Qf I C w w V) 0 0 a w Y a J O In z w 0 Of 0 cD r- O 0- 04 N O ON N afe6/jN w 000 ao-5o \ af \ 0_ N j U 00 N 00 o m H U-11 Z 0 O HI—QH O O UO Q INST. NO. D213017713 D.R.T.C.T. \ �/ yo i orvi n-�.v 1 0� 1 I \ / Z=655.28 5' UTILITY EASEMENT I I INST. NO. D213017713 D.R.T.C.T. / \ -------------- / \ co Leo I b % A\ I —--�-- N$9°19'39"-86g0'�.---1 -fl—-------/--�9237 /--� —�—- w�yo __J ►-1_� coI \II �`I'' I�\I \ I � II X,o —co >—�o\Eo\, .co`� \ of.�—° � _O\-\7o�° o' \\\ \ I g\ \ \ �✓ o lA-jJ .. 36— E1 oo 33° `9241 s �92Ei8 o* .2 -,9240 o°J c— C N. 68 a59 177o9259 ? 62 1600 �o 8 41,97 -tiy144 9178 9106 oJ516' 9 c o°9254 �9.�179'; 1 925 79 5 918091 o \ \ o a oS37�°55'31 °9112 .97o°°9181 06298 9245 \ - -, / / '39111 / \ o � 9096 91 , J" 6291 w �` \ $ 9256 \ 1 079II `90956290 �- 00 s 1 o qII z 387 6300 0 1 91090c90 ' I\ 941�5,�.5 ° 91902 S 9154 59`l70909@9'1 'Q 19 295 9109 9 oec( 6297 3�9099 ° 909 1/1 & 1 9127 (D 100 9 6 9153 c, 919097I— 0 9104 o 1 9152°J ' ;\ 0, \ 9125 �9103 90� 9 ° 913688 \ s \\5 \\ �\N os/� —\N — \ \ Z\BN �9124 916 ° � 9987 9135 =6, 484 Wa.02 - 91 9123 9105 2 9133 678 Rn 00U w w ,,, 4 1. _ a5 9_9106 9a oZ Q"_w 6, o 9122 912\1 9084 9131�9�,4 9139 0 FL 2 - 914 115 ° o 9140 99193f o= 3 058 9141 °r 9192 18 9 14 _ I I // 64988 0 6815 __ 9142 56 19 9117 -9 914C 99116 9226 / 5 / o 904�) 920990 3905 92109027 K.,f) 09145 0E �t 025 9026 56 990.48 (D\ y,,1;�921 } 9028 .f2 >> s 68_1 162 \5�" 9 9046 9223 922f6264 9� 9 6 6747 902 '�9024 *'9018 �9043 9224=263 625 190219 9044 9_2,6820 265 626 649017 9045 9029 D °\�I3° (° 6 / 6 s / \ 9016�°..�(J031- ^030 `9033 ' 44'^, 6262 ° 62 / / I oo. o� \ 4 rya / �^°* / 1 ^� 9015 \ g901 9032 1441 '^� ° - 8.0p I I n/ \� 1 00l o`O� \ {-1 I Q0 9034 1 PFE ti W i6 / '6271 . / /I `O / \ 6) 88 I' 995 �6996 09� 0 4 III / / 901,' ��I 24 (0 9G10 6 96998 91 99 J11 009FFE=670.00 °°6,000 0 013 0 oe�D,6999pI//so / C.)9007e90. 6825 91 10 11�' / / ' 900 90 o`Oo 03 ' 6274 628 / ^� 6� / s / �0 002 68 —68 6 I I / 27 0 6281 �� I / 69 / 1`'ROP. RI I / o� \ 6827 �P / _ II 627529 0 6 7 I I `°#- tPSQ•77 Ko s o� 6274 e , U8 �p �1666- UNDER 680- °°o / / / !`°o no4 0,—;a--669 r6�6g �UCTION� I \ / ° V o O�0 \\ 73 \ I `��' oo. 6f�3 9 e s \ \ _ _ / i — I 0 6 5 y2 y, rr 6971 %83 . 72 \ I i ��o ��o yh\ I �tih / I ° 060 �,� 6924 92 69 — \ 0 0�' 0 6926 ° co / \ 6964 / 6 o°j° Q 6 I I �// 6 1 5 691914 69 / �';——---=r--— — — — --- / ��L , ° °69 08 6 68 / 6�8, — — _ �/ 6906907691 I i I�Ix s I3J I o` IU ° 6904 '� �6h 69 Co� ° 9074�6902 69 30 I \ ° ��� \ ��= 95,' �� / / 09 2 6851 / 6831— / — -6q 6- +/ '1R Ak 69:i5 I R-- - R 4 �694 661 6 66D .,�69ti0 f". ;6944 _ 4 ° SCfu'2F " 6943 E 6945 66B F ' F°4 669 g7Q 6'I �� 6, n 1 694 7ti� " ,} 6901 ^ti695h � 6941) c- ° f,.,,6935 4,4 6865 6�3/ 522,3 r3�6879 6867 ° ° ° 6933 '61 6 6877 32 6879 ,% 6876 68 ° 880 ° 6931� 6881 D,4,113882 6 2 ° \ 6883 6 3 / "6484 886 E f`O° 6930 \�68856887 670— 6893 892 88 ° 89 8 6896 6 97 0 6895 ° 8 ° 6899 o ° 6 89 /6900 ° ° 0 6832 / 6854 6'849 0685 ° 84 6833 06855 6856 // / ° 834 6867 / / 35 6858 36 59 / 6860 . 6837 o 6838 / 686 ;ii839 / 6840 ' 68 2 6842 ' IP9 8 68�43 Q)' / 6 /0/ ,b844 / .845 / GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 ft. FM 1709-SOUTHLAKE BLVD � 0 z SITE w o m O O Y O C6 W ? KIMBALL HILL CT O U GQ- LU w � U) o w Z = U O VICINITY MAP N.T.S. LEGEND TREES TO BE PRESERVED TREES TO BE REMOVED MARGINAL TREES 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 62,722 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 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: CWP DRAWN: CWP CHECKED: CLC DATE: 8/17/2020 SHEET TP-1 1 File No: 1 1 OAKS 179550021 C.T. 0 w O N 1-11 J w z O a Of w 07 w w w w Of N I a w w V) 0 o — — a w Y a J H O V) z w 0 Of a 0 OLOT 5 a o OW OAKS o. D179550021 N ON R.T.C.T. N O N be6/jN w w ao 50 a \ \ 0_ N j U 00 N 00 mLLJ > Z O 0 HI—QH O O UO Q 0_ 0_ J J LOT 6 LOT 2 MEADOW OAKS DOC. No. D179550021 6287 P.R.T.C.T. ° I I 0 I M I Ln CID LOT 3 MEADOW OAKS o DOC. No. D179550021 P.R.T.C.T. o z I I AREA UNDER - CONSTRUCTION �6274 6280 6279 6281 ``��::�� 6282 06991 0 6978 6982 6981 6275 0 6277 6977 6979 6274 6276 6975 W6980 6976 9062 G)6968 6969 0, �9061 D 4 ° 6923 6967 69706971 � 6925 6922 0 9060 6924 921 6966 ° 697 0 9059 6926 ° ° ° �9063 6964 6910 . 6963 °6973 , ° 6911 6916 5915 6917 6909 ° 6914 6913 6908 696 (D6912 Q 9065 �a 6927 6906 6907 6961 6928 6905 � ` 0 (D6904 D9071 9066 °° 69 6918 6902 IQ 6903 0 / 9075 6920 6852 6851 6831 / 9070 9067 0 6850 6832 / 90776854�68D686848 6833 / 49 ° 90699068 9076 9078 06855 6856 / 6834 6955 6953 �69546942 SURVE`(, % �6952 6950 � TI-IOMgSTRACT NO� 474 �6857 � 35 0 6944 A (D6949 6936 6858 3 36 ° 6948 6945 6937 6941 6929 7 0 ° 6946 6940 (D6901 6859 0�` / 0 ° 6939 °;,f 6864 0 6860 1861. 6837 / G6935 66866838 6839 6863 � (D6938 (D (D 6867 6868 6840 ; 6933 (D6877 6862 6842 / 6932 6879 6875 6931 6880 6876 6869 ° 6881 (D.618820 ° 6843 / LOT 3, BLOCK 5 6872 ° 687 T. EASTER NO. 474 ADDITION 6883 6873 °�6 0 DOC. NO. D197090951 6884 6886 6874 / P.R.T.C.T. 6930 68856887 P.844 R.T.C.T. / 6 6 892(D6888 �< 8476 ° ° 6894 (rD-�6891 , (D6896 6897 � 6895 ° 6890 ° LOT 1 0 --9 / BLOCK 1 6899 9 ° 6898 E.C. WHITE ADDITION 6900 DOC. No. D216044865 I P.R.T.C.T. NN \ TBM X-CUT SET Z=655.28 LOT 1 R1, BLOCK 5 CORNERSTONE BUSINESS PARK O LOT 1 \ \ DOC. No. D218248110 ` �� v� V BLOCK 1 \ 00, 0. \ P.R.T.C.T. ��J NOLEN OFFICE PARK ADDITION O >�'F l� O DOC. No. D213017713 I0 P.R.T.C.T GRAPHIC �� �''`� �'o�'o� O GRAPHIC SCALE W o ���/ \ 50 0 25 50 100 O N89°19'39"E 868.70' © _ 9237 �tio �t 926 ° 9 3232 5 ° 9236 6811 ° 9238 \ 9232 9231 9230 9233 (D9234 °9263 924 266 9241 ° 6813 E. 9264 9258 � 9242 9240 1 inch = 50 ft. 9257 9248 9239 6284 9259 9262 9169 9247 > 9250_ � 9251 9177 9175 9168b�!9163 0 4•f 9260 9252 0 ° 9243 9176 9174 9167 9162 � \ / 9261 ° 9253 •:•� 0 9244 9178 9166 � 9161 9173 ° 9254 6 9165 / @6285 ° 9255 9179 � 9172 �yo S37°55'31" / (6286 9112 9246 9180 o' 9171 9160 9245 9181 9159 227.97' \ 06291 6298 ° 99�1 �9096 ° 9182 N 62909256 0 9095 G)9092 09158 �yo D \ 6300 9108 9107 9093 9183 �9.�155 �6> 6289 9110 9109 9102 0 (D9094 @9184 W9154 9156 LOT 2R1R1, BLOCK 5 �6288 65 66296 ° 6296402 G)9127 9099,°l 9098 100 gOg7 gOg1 0 9186 0 9153 s° �RSTONE BUSINESS PARK 9104 9090 . 129 DO�C. No. D218248110 9128 �9152"° P.R.T.C.T. 6294 91259124 9103 9081 9088 D G) 9089 `� ) 9136 9197 5� 0 °0 0 N TBM X-CUT SET 6403 89123 ° 9087 9134 0 9135 Z=654.51 ° 9105 9080 D ( 9082 0� 9086 9133 9196 0 ° 919 00 S4°38'46"W �,6293 0 9106 0 9085 9130 - (D9137 195 201 9207 14.75' `� ° 6292 9122 i9079 ° 0 9084 9131 9132 y 38 �,, 194 9208920 i s 9121 g4 0 9115 9083 9140�9190 ` •f 9 0 ° 0 9205 \ 9118 0 9113 (D9058 9141 � ° 9189:�§gg92 9�9�� 114 'P O O \ 6283 6256 644 ° 0 0 9117 g14729 44 -L 8 E 191211 / 68 5 9119 i9116 9226 9212-�'.,,� D 6405 9120 0 9057 9054 9053 w (D9149 921 9209 T 6255 0 9027 � 052 9049 92251 9145J 0 0 0 9210 �-��,, 0 6406 0 0 915 \ (D 6407 9025 9026 9056 9051 0 9048 9216 0 ° 9214 ° j \ \ 9050 � 0 9218 9215 6816 \ 0 6264 6267 13.16 AC �6254 6994 6993 9055 ° 0 90209042904 7 9223 9220 681 17 0 68 j 6258 0 6992 G)9024 9019 9018 U9043 9224 �92�6819 , 6820626 6257 0 6259 CALLED 22.90 ACRES 0 9028 9044 9221 6265.06266 ELBERT CLARK WHITE JR. 0 6408 0 0 9023 9017 O9029 0 9045no 9222 / 6264 ° 6261 DOC. No. D206196920 9022 0 9031 9030 (D 6821 \ 6262 ° 5260 D.R.T.C.T. -6270 9016 � 9033 1440 68 3822 �yo 6990 9015 �9041 90 g03432 1441 �- ° 0 9040 1440 0 6271 6988 6987 6995 �(D6996 24\ LOT 1-R2, BLOCK 3 / ° 6989 9014-� ° 9010 9035 �y / CORNERSTONE 6998909011 9009 '�� / BUSINESS PARK / \ 6997 7000 0 4,f ° 9039 DOC. No. D215014058 69999013 9008 ° 903 5h� 6 P.R.T.C.T. \ 07 9037 ' 6825 �6986 � 9001 9005 9006 / \ / 9(Al 04� ° 9003 ° 9002`0` 6826 0 6827 Poi 6828 `v o 6985 29 '-' '1}69984 5 3 O / 6959 6960 6958 )6957 G)6951 0 9073 9072 74 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 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 TP-2 File No: 20 Z Q J W Z 0 Q ry W W ry n W W ry N I W (N W W 2 N / r) r) Q U W Y Q J 2 H D 0 N Z W n ry Q 0 O 0 � I a0 N 00 N O N W 0 ~ W N W 0 W � N f- ry W Of N / D 1-11 000N m H Z in Q 0 LLJ O H r F- a O O U J J 0 W W J _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 . Dir R.T.C. I � i LOT 3 1-- )OW O 6 �( x D179 53021 I\ R.T.C.T l� I( I r\ I I I �\ I( 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 1R1, BLOCK 5 CORNERSTONE BUSINESS PARK s DOC. No. D218248110 P.R.T.C.T. �� 0 2�, o 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. LOT 2RjfiK, BLOCK 5 NERST E BUSINESS PARK No. D218248110 LOT 1-R1, BLOCK 3 CORNERSTONE / BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. / 'JOA s i t e integration studio Landscape AmMtft-Wre - Sustainable Stte Planning - Natural Resource Design John F. Murphy, ASLA 7529 Crams Gate Way 512.632.3822 - Tyler Tyler, TX 75703 512.589.9584 - Austin johnesiteint.cem www.sftelnt.com scottftteint.com N g 10 o U U N Z r W W 0 wo z2 o, =a aU 4t W r s U� �o o� n z 0 z� W U D W M 0 O W m m TREE LEGEND �� F• MU C� Canopy Trees LQ Live Oak SQ Shumard Oak NJ. 973 Qy rF o 8/25/20 CQ Chinquapin Oak (;E Cedar Elm BC Bald Cypress LE Lacebark Elm r� N Ornamental Trees W w CR Crapemyrtle pW Desert Willow A� TY Tree Yaupon RB Redbud O rw �y M P Mexican Plum N R Nellie R. jW U Stevens Holly .'TJ WM Wax Myrtle HATCH LEGEND O O O 0 0 r O 0 O 0 O 0 O 0 Asian Jasmine I Landscape Buffer Areas O000000- + + + + 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. .■ . z O U) w all 1 1 M 6 DESIGN: CWP DRAWN: CWP CHECKED: CLC DATE: 8/25/2020 SHEET File No: 2020-076 TEXAS FIRM #14199 O 0 w Q 0 Q U w Q Z O cn z w 0 ry Q 0 N o 0 N 0 N w Q z O O O wl Q U O Q Ln z W U O O w w w L w QC w 4 O o / o NUnN U o ne� o N w N o U O N / N U .. Un U � o mL:LJ z > 0 Q O Q wo�cn O O U Un --- I --- 1 O Q IZ E)- ---j --- i I, r 10' BUILDING SETBACK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --17 — _ — — — — — — — — — FE--F Fb---7 JI I I MPMPM oo PMCRM \ I CR� 00000 % R o 0 TX TY / / J oNIP- 415 SF AJ Q l° Cry) I 1 MATCHLINE - REFER TO SHEET L-2 FOR CONTINUATION OF PLAN 395 sf Seaso TREE LEGEND Canopy Trees LQ Live Oak SQ Shumard Oak (�Q Chinquapin Oak CE 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 0000000 0000000 Asian Jasmine O00 0 0 + + + + + + + + Seasonal Color r — — —1 I I Landscape Buffer Areas Evergreen 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. 'JOA s i t e integration studio Landscape AmMtft-Wre - Sustainable Site Planning - Natural Resource Design John F. Murphy, ASLA 7529 Cmss Gate Way 512.632.3822 - Tyler Tyler, TX 75703 512.589.9584 - Austin johnesiteint.cem www.sfteint.com scottftteint.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 .. . z 0 U) w IZ I I 1 CWP CWP CLC 8/25/2020 File No: 2020-076 TEXAS FIRM #14199 CR Iry / -- - `- MATCHLINE - REFER TO SHEET L-2 FOR CONTINUATION OF PLAN Al, � CE CR\" s _ _4_ _ \ �_ _ ___ 320 SF AJ 320 SF AJ % ` / /� CR �♦ LO o°o°o o°o°o°O / ' BC CR \♦ oo°oo LE Q.> 0oo SS G, Phas PI ♦ eos R \♦ °p0pOp Shrub Screen °000 ` `- ♦ ♦ a RB // LCT ♦ a TY "♦ BC ♦-♦ /Phase 1 PI ng ♦- 4 MP �♦ ♦ ' A ♦ TY ♦ ♦ / � ♦,♦ MP �♦ WM / WM ♦ BC ♦'♦ WM ♦♦ 4 TY LO / L ♦ a TY TY ♦ / ♦,♦ oa ♦ ♦ LO ♦ � oa BC TY � ♦ ♦ BO / WM W Aa / ♦ D e♦ W M / / a / ♦,♦�rB a BC Pq♦ ♦ ♦ oa ♦ LO M ♦ oa ♦ ♦ BC TY �♦ ♦ BO BO WM / W / 4 ♦ W M /a� / ♦ BC P ♦ S' LO WM / � / ♦ 4 T �♦�� BO /AB ♦ TYBC ♦ T ♦�.V LO / 4 \ La dsca e Buffer AB ♦ Y ♦ ♦�j WM LO )V-D L DB ♦ ♦ ° oa BC 4 P. �`� BO WM / / ♦� TY � 14" I / sO//II ♦♦♦ BC TY V�. 4 / W a ' ♦ BC TY MP ♦ � ♦♦ 12 1 ♦"♦ BC TY MP ♦ ♦ W / oa gC TY MP ♦ �' 16" 1 / I BC TY �♦,♦ / / ♦ 4 a Fs ape B ♦, / ♦ T 10 F2MP \♦ / /� 18 ♦ Mp \ � / � ♦ ♦ BC ♦ 9' Ha. �-♦ �/ / ♦ TY♦,♦ j a BO ♦ ♦♦ TY TY ��♦,♦ �/ ♦ Lo u� ♦♦ 10"P n ♦♦ / / ♦ `( LO I 13 I m ` 4 I ♦� MP / ♦ TY � 1�1 110, LOT 1 ♦"♦,♦ 8" Ha � ��/ BLOCK 1 E.C. WHITE ADDITION / DOC. No. D216044865 P.R.T.C.T. i 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 (;Q 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 0 0 + + + + + + + + Seasonal Color SHRUB LEGEND r - - Landscape Buffer Areas L ,— — J 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. 'MA s i t e integration studio Landscape AmMtft-Wre - Sustainable Stte Planning - Natural Resource Design John F. Murphy, ASLA 7529 Crams Gate Way 512.632.3822 - Tyler Tyler, TX 75703 512.589.9584 - Austin johnesiteint.cem www.sftelnt.com scottftteint.com DESIGN: GRAPHIC SCALE DRAWN: CHECKED: 30 0 15 30 60 DATE: 1 inch = 30 ft. f• F OF SHEET L-2 8/25/20 2 O O 0 Z W W 0 O a U .■ , z O U) w IZ n i 19I CWP CWP CLC 8/25/2020 File No: 2020-076 TEXAS FIRM #14199 N � N 0 o U b Z N Z r W W _ z O Z 0 s i t e integration studio Landscape Architecture - Sustainable Site Planning - Natural Resource Design ' ' I I John F. Murphy, ASLA w PLANT LIST TTyyle9Crossr, 75703 W� 512.6589.95584 : Agustin � LU CANOPY TREES jcott siltein.cem www.siteint.com U o scott®siteint.com 12 BO Bur Oak Quercus macrocarpa 3" cal. B&B 12' ht. 6' spread 2 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 �Q�,pNDSC,Q,oF 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. N� 973 QCO 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. F OF 8/25/20 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 Q 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 •� O m Tree PLANTING HOLE 9973 FM 521 ROAD TREE Sta ke ROSHARON, TX 77583 =`- ROOTANCHOR PHONE: (281) 778-1400 0 TREE TRUNK FAX: (281) 778-1425 U) ROOTBALL SOIUtI0C1S www.treestakesolutions.com Lu INK' Q 0 O Z STEEL EDGING 12" DEPTH OF a 4" MULCH LAYER SEE PLAN PLANTING MIX STEEL EDGING PREPARED SOIL MIX SEE PLAN AND FERTILIZER (SEE SPECS) 4" MULCH LAYER TREE TREE ROOT ANCHOR NAIL ROOT ANCHOR U-BRACKET STAKE U-BRACKET R ` NAIL STAKE ,�°�% a�-) o� III ROOTBALL ROOTBALL _ _ 9 — PLANTING HOLE PLANTING HOLE III /\ V/V/ _ : _ : /V/\ 12„ =-----=- -- -=---= 8 — / - /// // -- // - \ \ -: _ _ _ : _ \ \ =- - \/ = /, /, // /, , I— \R, R, j \\/\\ j\\ j/\\ j UNDISTURBED--- \//\//\//\//\// \//\//\/\//\//\//\//\//\// \//\//\ \// //\ \//\//\// W SOIL UNDISTURBED \\ \\//\\//�//\\/ \\ \//j /j/ / gg vv$v v v� 8{o SCARIFY BOTTOM OF SECTION SOIL g t5v PLANTING BED BEFORE v� g PLACING PREPARED MIX r—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 SECTION W POSITION, CENTER THE APPROPRIATE ROOT THE U-BRACKETS. NAILS SHOULD REST IN THE INTO THE UNDISTURBED SOIL BELOW THE ANCHOR SAFETY STAKE AROUND THE TRUNK, UNDISTURBED SOIL AT THE BOTTOM OF THE TREE ROOTBALL. THE NAILS ARE NOW CAGING THE v� v w6 �� a WITH RINGS LAYING FLAT AGAINST PIT. ALL NAILS SHOULD FIT SNUG AGAINST THE SIDE ROOTBALL IN PLACE, WHILE THE TOP BRACKET PINS �813 �( ROOTBALL, U-BRACKETS FACING UP. OF THE ROOTBALL. THE ROOTBALL DOWN. (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 tad v 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 (J^l REFER TO SPACING EQU SEE PLAN 11-11 ROOT ANCHORTM BELOW GRADE SAFETY STAKE SIZING CHART ARBOR -GUY — I I NATIVE SOIL EQUA DETAIL FOR ANCHORING PREPARE SOIL MIX �I AND FERTILIZER PER SPECS. PLAN PLAN CANOPY TREE PLANTING 2 MULTI -TRUNK PLANTING 3 SHRUB PLANTING 4 GROUNDCOVER PLANTING DESIGN: CWP 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. L-3 File No: 2020-076 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 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 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 TEXAS FIRM #14199 0 LLJ Q m Q w' Q z O z w 0 ry Q 0 0 N o 0 N O N / LLI Q z O U� / 0 0 0 z W 0 0 / W J LLI 4 U U� O / o N (n N O 0:� o N LL N U� I O � U�..� U�r,U� o M LL 0 Q O Q wo�U� Q -- 0 O O U� --- I --- 10 IZ a- J -E — — — — — — — — — — — — — — — — — — I IL L j / / Evergeen / / Shrub Screen 0 / 0 Ia�a Interior Plantings 0// �J / 'Lands //10'- CR / A) F / Sic r DRB t Phas Planting / /Phase 1 PI 'ng 4� / W M Im A �— - — mot— - — I��rl Rom1s1�����4'1T� N ♦ I , r � h— r r _ Evergeen Shrub Screen IInterior Plantings o / / En II< o - - 01 , ss / - - I - - Evergee Shrub creep / LOT 1-R2, BLOCK 3 TCn /� CORNERSTONE �teriorPlantin --andscap uffer V BUSINESS PARK o�a O DOC. No. D215014058 \ I\ /// / �� --eaY / \ \ / I- SS P.R.T.C.T. rn I v G fiaiwbaK C—��CiA' ROW DEDICATION \ / LOT COI B U LOT 2-R1 BLOCK 3 \ / / DOC. N O O / z��0 G Q,�P� �1�0 PP��P� 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 , \ CORNERSTONE BUSINESS PARK DOC. No. D215014058 P.R.T.C.T. s i t e integration studio Landscape ArcMtecture - 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 johnesiteint.cem www.sfteint.com scottftteint.com F• 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 j 81% j 38 48 294 j 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 N g 10 o U °J Z N LU r L W � LL o Zo o,2 =a aU 0 4t r s U� N n Q F H 0 Lu a W U ULL M � O W m m HATCH LEGEND z I I Landscape O U)Buffer Areas L — — J U-1 Evergreen LU Shrub Screen Q (Phase 2) 0 6 z GRAPHIC SCALE 30 0 15 30 60 1 inch = 30 ft. DESIGN: CWP DRAWN: CWP CHECKED: CLC DATE: 8/25/2020 SHEET File No: 2020-076 U O n O O w I O O w w x w Q J D O in Q � Q W 0 U 00 o Ln Ln 12 I m O o O N O N J O O _ \ N \ 00 O cc) Luminaire Schedule Symbol Qty Type Light Loss Factor Manufacturer/ Catalog # User Defined Factor Total Input Watts Total Lumen Output 8 51 0.850 LITHONIA DSX0 LED P6 40K T3M MVOLT HS DM19AS 25' POLE + 2.5' CONCRETE BASE 1.000 134 1 12567 4 52 0.850 LITHONIA DSXII LED Pb 40K T5M MVOLT DM28AS 25' POLE + 2.5' CONCRETE BASE 1.000 268 33146 13 SW 0.850 LITHONIA DSXW2 LED 30C 700 40K T3M MVOLT 1.000 71 8198 rc -FL -FL / \ El 0 0 0 0 0 0 0 0 0 6. 6 66 0000 a00000 0000000000000000000000 000000000 0 00000000000000,a...........T TN a \ \ o e o o o o a o a o 0 0 0 0 0 0 0 0 0 LM 0 / \ " 9 _ w w w 9 _ N 9 =SW SSW SIN mSW _SW o 0 S2 XMI to . M"" I m S2 o 0 2 Io 0 0 I W SV1h SW _ SPIV _ o e o 0 0lo a oio 0 o e o o e o olo a o _ � � _ s _ """ o a o 0 0 St. o 0 0 0 0 0 0 to D o e o 0 o I S1m 0 0 �Ie o o a I' o o to 0 0 o a I. _. 0 a o 0 0 0 0 0 0 0 o v o 0 0 0 0 0 o e o " .. .. .. o e e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a a o o S1 S " mS o 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o a o 0 /0 0 0 0 0 0 0 0 0 0 0 �„ 0 0 o e o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0l o 0 0 o a o 0 0 o a o 0 0 0 0 0 0 0 0 0 o a a o 0 0 o e to 0 0 0 0 0 0 0 0 o e o 0 0R 9 of o 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e o 0 0 0 0 0 0 0 0 0 o e o olo 0 0 0 0 0 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 0l0 0 0 0 0 0 0 0 0 0 0 0 o e o 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 o a of o 0 0 0 0 0 0 0 0 0 0 � ' 0000000000000000000000 0 ooa0000000v0000000000000000000 0000000000000.... 0 30 60 90 �o 0 0 0 0 0 0 0 0 0 0 o e o 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 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 PHOTOMETRIC PLAN - ELECTRICAL I SCALE: 1"=30'-0" 1 � SCALE: 1"=40'-0" SCHMIDT & STACY CONSULTING ENGINEERS, INC. 2900 CITYPLACE 2711 N. HASKELL AVE. DALLAS, TEXAS 75204 214-874-0200 TEXAS REGISTRATION #F000521 PROJECT # 3269001 E100P CD 3 0 z Q J a_ V) N W U U Q Z Q ry H U) W W CL I U (n H W W 2 V) r) a U W Y a J 2 H D 0 V) Z W r) ry Q cfl 0 � I aO N d 0 N O N W O V) 0 ~ LLI N U 0_0� H � af of N/ D 1-1 U 00 N in H Z 0 O Hf—Q 00 U J J 0