Loading...
Item 4E - Approved PlansM lt O Q rn 0 w 0 6i ri N 0 N N Z3 Q 6i Q 0 M Ln IL C0 0 0 U N 0 0 Q U 0 J 0 0 It 0 0 Q li.i Q z w J_ ILL WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT II DOC. NO. D202115321 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT DOC. NO. D202115321 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL PROPOSED 8 FT SOLID WOOD SCREEN FENCE LOT 8, H. DECKER NO. 438 ADDITION DOC. NO. D210108187 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL - PROP. RETAINING WALL HEIGHT ± 16.7 FT WARRANTY DEED WITH VENDOR'S LIEN MARK D. WILLOUGHBY AND WIFE, TRACY V. WILLOUGHBY VOL. 10439, PG. 999 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL — - ZONED = MH L.U.D.= INDUSTRIAL LOT 9, H. DECKER NO. 438 ADDITION DOC. NO. D210108188 O.R.T.C.T. 15BUILDING SETBACK SPECIAL WARRANTY DEED EUSTOLIO C. GUTIERREZ AND DIANA GUTIERREZ, CO -TRUSTEES, OR THEIR SUCCESSOR(S), OF THE TOLO AND DIANA GUTIERREZ TRUST CALLED 0.50 ACRES DOC. NO. D205088912 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL GENERAL WARRANTY DEED JENNIFER WANG CALLED 0.50 ACRES DOC. NO. D217279049 O.P.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL PROPOSED 8 FT SOLID WOOD SCREEN FENCE GENERAL WARRANTY DEED WITH VENDOR'S LIEN ROSALBA RAMIREZ CALLED 0.500 ACRES DOC. NO. D218033179 O.P.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL - 10' TYPE F1 BUFFER YARD - WARRANTY DEED WITH VENDOR'S LIEN RALPH K. NEWTON CALLED 0.502 ACRES VOL. 12445, PG. 1497 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL — WARRANTY DEED WITH VENDOR'S LIEN REXANA E. OSTUNI CALLED 0.50 ACRES VOL. 1650, PG. 121 O.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL- - GENERAL WARRANTY DEED WITH VENDOR'S LIEN MAURO MARTINEZ AND IRMA MALDONADO CALLED 0.50 ACRES DOC. NO. D218210357 O.P.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL GENERAL WARRANTY DEED WITH VENDOR'S LIEN JTK DYER GROUP LLC CALLED 0.50 ACRES DOC. NO. D218199772 O.P.R.T.C.T. ZONED = MH L.U.D.= INDUSTRIAL PROP. RETAINING WALL HEIGHT ± 16.5 FT PROP. RETAINING WALL HEIGHT ± 14.5 FT 10' BUILDING SETBACK LOT 1 SPECIAL WARRANTY DEED EXPLORER ADDITION EXPLORER PIPELINE COMPANY DOC. NO. D220044871 CALLED 15.6 ACRES O.R.T.C.T. VOL. 5140, PG. 424 ZONED = 12 D.R.T.C.T. L.U.D.= INDUSTRIAL 5' TYPE A BUFFER YARD -i N89°23'47"E 958.92' Lf ) 56' R FA ° , ° ° ° ° , 0 100' R 11 30' R= 26 FIRE LANE oA. 5 CURB INLET �100' R 56'R' ' , ° ° ° —�-�- N ° 9' (TYP.)- - ° a A p , < <° 10'R ° N ° -30'R ��� A 30' R ° 0 10' R ° mo b �° I a a 9' (TYP.) PROPOSED FH 30' RIA . ° 1 30 R PROP. 10'x50' (TYP.) " - _ LOADING SPACE 5' CURB INSET QQ 10' SIDEWALK - =J • ,�10R PROPOSED FH < 2-GRATE INLET - - - _ - ° - - - 1 �° A N 1 ° " ° --- / ° 6-GRATE INLET J J J J ° A� ° ° ° I ° ° ° ° • ° ° a° ° ° ° A - — r I J ° J ° $ 5.5' SIDEWALK �° A � Aq - - - A 5, I— A A 1 — 20' 26.5' 5' -18' 26' 18' 250' 112' ° ^ ° ° ° �A,, 26° A 12 2' _ _ _ -, ° — — ° A� ° ° ° °° ° A �Tl 4. • A. 6-GRATE INLET J ° ' '4 ° PROP. 10' WATER I - = IAL WARRANTY EFP -_- - -- 1 EASEMENT I M LAf� IPELINE TERMI ALS, L P' w - ALLE�p 14'645,ACRES NO. 02110111 g2 A� -< / - O.P.R.T.C.TA ° I. - - - -J 1 2-GRATE INLET I- - - =J $ ° PROP. 10'x5O' (TYP.) A °.• I - - � LOADING SPACE 6-GRATE INLET " ° ' BUILDING 1 — — ° ° ° A ° -' 100, RESIDENTIAL 134,401 SF - - A .4 A � ° - - — J A ° A ADJACENCY FFE = 608.75 - ° B ° 1 < J J 1 SETBACK I = - J ° ° ° ° ° • - - - - A ° Uj z° I— A° A r 6 Q A ° A ° a --- Eo ° r ° — J w ° w °w°° ° Arl A ° — --- 2 ° � — — f LL. A A ° A A � � �, a • N -- J �° ° J N --- —J w — PROPOSED FH — — — J A , e , ° ° °° A 5.5' SIDEWALK — — — — — J O--- — • �A° ° A CDI A ° z 1 / ° °�A J - --� 3'R(TYP.) - - - ° LL --- - _- - J 6-GRATE INLET BEGIN PROP. RETAINING WALL - _- EASEMENT AGREEMENT ° HEIGHT ± 1.0 FT n - _ _ THE CITY OF/,SOIJTHLAKE PROPOSED A. WATER PIPELINE ,, ° DUMPSTER J I- _ _-_ J r DOC. N .°D220 05858 ° LOCATION W/ J co A / I _ � �� 1 - A ° A ;' .R.T,�C`L ° 7' CONCRETE ° 2-GRATE INLET I - J ° ° ° °l ° SCREENING - j _= 1 - - -- 1 ° `/J a A ° WALL - ° ° J EXISTING SSMH - - A A AE[ r -7T 1 PROPOSEDFDC - 4 ° �- 15'x20' FIRE A A ° PROPOSED 2-WAY SSCO RISER ROOM A ° ° ° D FDC PROPOSE P 'ROPOSED SSMH /-15' R_ 15' R 30' R LL�-A° "0 9 "'' 1 3 5 125' R o, < A �A < 2� 5^ 3 °r°I 30' R ° 30' R -.4 C A ° A ° - - - - ° / 10 R A 3' R (TYP.)-� �_ ,, ° A A PROPOSED FH ° -� ° j s A. EXISTING SSMH ° A A A ° PROPOSED 2" -� - • A }- - PROPOSED 2" ° �10' R A ° -9' (TYP.) 13' (TYP.) ° `� DOM. WTR METER �- J °� DOM. WTR METER L - i� ° I� 30' R� �T[eT A001 3 55 R A 30? RR C PROPOSED FH ° A 15' R EXISTING SSMHIL / , i ���/ -15' R A A - - °� PROPOSED 2-WAY SSCO ° 15'x20' FIRE < A RISER ROOM PROPOSED FDC ' 5' CURB INLET I 10SIDEWALK PROP. 10' WATER I 4 A PROPOSED FDC r A EASEMENT _ PROPOSED °� ° I 5.5'SIDEWALK 1- -- DUMPSTER A A A c' - - Y ° LOCATION W/ ° - - J T CONCRETE ° •� ° A A - J PROP. 10' SANITARY 1- - - - SCREENING g-GRATE INLET - SEWER EASEMENT - - _ WALL ° A A - i A BUILDING 2 _ — — — J -� A ° < A — — — I 188,132 SF Lo A g � - - - FFE = 605.75 _ _ _ J ° Ig 3-GRATE INLET ° PROP. 10'x50' (TYP.) PROPOSED FH I 91 - - - LOADING SPACE A ° 100' RESIDENTIAL _-_ ° I • I - - "34/ ADJACENCY 1 A I1° 6-GRATE INLET "/- A ° 1 TBACK - - PROP. 10'x50' (TYPO • - - - - ° I J a ° SPECIAL ARRANTY DEED - _ =J LOADING SPACE 1. - _ AGELLAN PIPELINE TERMINALS, L.P. - - J ` A a ° TRACT 3, CALLED 0.483I ACRES - - A °- DOC. NO. D211011162 O.P.R.T.C.T. - - - sJ ° A I - - MATCH LINE SEE SHEET C1.02 END PROP. RETAINING WALL HEIGHT ± 2.5 FT Lf ) 00 T 11 56' R 26' FIRE LANE ° �� 30 ° < \ 20' R N ° ° 1 A , ff� 1 g 1 3' R (TYP.) �° ° 13' (TYP.) ° a <A I, A 10' SIDEWALK °° I ° i i i / /I I I �e I 2-GRATE INLET ° 5.5' SIDEWALK ° I ° 5' 9 ° 240' 18' 26' 18' � 11.7' I 5.5' SIDEWALK ° a I° �- fi_A �I BUILDING 4 c 120,840 SF FFE = 604.00 i i 6-GRATE INLET 1 I �/ 1 2-GRATE INLET 5' CURB INLET / A A I° 15'x20' FIRE RISER ROOM 10' SIDEWALK - T R (TYP.) _ PROPOSED 2-WAY SSCO 5 --- -13' (TYI 30' R 60 3' R (TYP.) 1 � I -1 PROPOSED SSMH •�° ° �, A= c9a 26' FIRE LANE �� ° A A 9' (TYP.)- ° � EXISTING SSMH '1- �.� 0 1 9 30' R - � i n 30' R PROP. 10' SANITARY PROPOSED 2-WAY SSCO SEWER EASEMENT A .�I° • I15'x20' FIRE RISER ROOM 10' SIDEWALK I A EASEMENT THE SHAMROCK PIPE SF ECIAL WARRANTY DEED LINE CORPORATION --L AN PIPELINE TERMINALS, L.P. 30' WIDE EASEMENT ;A T 2B, CALLED 1.250 ACRES VOL. 13 39, PG. 506 �)EN 119fr2 - T.C.T. 5' CURB INLET O.P.R.T.C.T. BUILDING 3 _ 7 _ — j°° IA 102,957 SF IT -A FFE = 601.00 I° SPECIAL WARRANT 13' R (TYP.) MAGELLA PIPELINE TE I I _ L.P. TRACT 2 , CALLED 0.3 7 S (.0DO . NO. D21101 16 ° O.P.R.T.C.T. 5.5' SIDEWALK OWNER/DEVELOPER: U SUSSEX x w BROOK \RE INDUSTRIAL_ DERBY of zl PONWAROSA �, J Q n z J l J :_ S K\MgPVL E CONTINENTAL Y PROJECT Li LOCATION r z G� 5o a x In w 26 0 Z 0 a A Ls9 M�Sj PNG r C- r z CRESTHAVEN HAF J 0 I w o 0] HARV ST HILL o I I � PROP. 10' WATER EASEMENT VICINITY MAP NOT TO SCALE EXISTING FH o I �309 PROPOSED LEGEND: T PROPOSED FH PROPOSED SANITARY SEWER MANHOLE I •CO PROPOSED CLEANOUT SPECIAL WARRANTY PROPOSED FIRE HYDRANT DEED EXPLORER PIPELINE FIRE DEPARTMENT CONNECTION COMPANY CALLED 15.6 ACRES DOMESTIC WATER METER VOL. 5140, PG. 424 D.R.T.C.T. 0 GRATE INLET 1 CURB INLET 7" THICK, PSI CONCRETE PAVEMENTT WITH #3 BARS @ 18" 10' EASEMENT O.C.E.W. OVER 6" LIME STABILIZED TEXAS PDWER AND LIGHT COMPANY SUBGRADE PER GEOTECH REPORT 1 VOL. 6166, PG. 50 6" THICK, 3000 PSI CONCRETE D.R.T.C.T. 1 AND 777 PAVEMENT WITH #3 BARS @ 18" 10' EASEMENT O.C.E.W. OVER X" LIME STABILIZED TEXAS WER AND LIGHT COMPANY SUBGRADE PER GEOTECH REPORT VOL. 6168, PG. 820 5" THICK, 3000 PSI CONCRETE D.R.T.C.T. PAVEMENT WITH #3 BARS @ 18" 5' TYPE A BUFFER YARD O.C.E.W. OVER SCARIFIED 15' �UILDING SETBACK COMPACTED SUBGRADE HI I YI �i I PROP. 10' WATER EASEMENT EXISTING FH CONSTELLATION REAL ESTATE PARTNERS 2021 MCKINNEY AVE, SUITE 300 DALLAS, TX 75201 CONTACT:JOHN DELVAC (214) 814-4312 JOHND@CONSTELLATIONREP.COM LOT 1, BLOCK 1 FINA ADDITION CAB. A, SLIDE 1476 P.R.T.C.T. 1 ZONED = 12 I.U.D.= INDUSTRIAL -PROPOSED FH PRIVATE ROADWAY AGREEMENT CONOCOPHILLIPS COMPANY a� I MAGELLAN TERMINALS 6 HOLDINGS, L.P. LON USA REFINING, INC. 50' EASEMENT DOC. NO. D208448489 ]4 �cl O.R.T.C.T. PIPELINE EASEMENT CONOCO PIPE LINE COMPANY 0 30' EASEMENT L. 9486� PG. 185 O.R.T.C.T. CONNECT TO / EXISTING CONC. ACCESS ROAD t PROPOSED SSMH 0 RIGF T OF WAY AGREEMENT 'S AMROCK PIPELINE I CORPORATION �VOL. 12149, PG. 1719 w 1 0.R.T.C.T. I AS AFFECTED BY TRANSFER AND PARTIAL ASSIGNMENT OF RIGHT OF WAY CONOCO INC. *0L. 13739, PG. 513 ORTCT FL FIRE LANE X PROPOSED FENCE LINE LANDSCAPE BUFFER YARD x BUILDING ENTRANCE/EXIT NOTE: ALL CURBS ARE 6" UNLESS NOTED OTHERWISE. EXISTING LEGEND: —4 6 (D-- 461 ❑HF - Wvo ICVo FH* FSC PPO LP(i) G M® GVo SSMH SSCOo EM❑ EPB ❑ EJ B ❑ 0 18" RCP EX. 8" tr✓ EX. 8" S-S EX. GAS PROPERTY LINE LOT LINE EASEMENT LINE MAJOR CONTOUR LINE MINOR CONTOUR LINE OVERHEAD ELECTRIC FENCE WATER METER WATER VALVE VAULT IRRIGATION CONTROL VALVE FIRE HYDRANT FIRE DEPARTMENT CONNECTION GUY WIRE SIGN POWER POLE LIGHT POLE GAS METER GAS VALVE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT ELECTRIC METER ELECTRIC PULL BOX ELECTRIC JUNCTION BOX CURB INLET STORM SEWER LINE WATER LINE SANITARY SEWER LINE GAS LINE I_ SITE PLAN CONSTELLATION SOUTHLAKE ENGINEER. TRACT 1, 2a, 2b, 3 & 4 HALFF ASSOCIATES, INC. 33.71 ACRES 1201 N BOWSER RD SITUATED IN THE RICHARDSON, TX 75081 CONTACT: KAYLIE FLYNN, PE H. DECKER SURVEY ABSTRACT NO. 438 (214) 937-3923 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS KFLYNN@HALFF.COM AUGUST, 2023 N 0 50' 100, GRAPHIC SCALE - 1"=50' Z O w c� Q W Z J = 1-- Y O U W Qz LLI U) O Z O U)o� U Lo rl- (V 00 C) 0 �U w V)xo w o�� mom M 1--o� OQV O U I j MEN ■ ■ ■ Now z 0 o_ U U w w O o U) w � O PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: KAYLIE E. FLYNN 135900 NAME P.E. NO. DATE 8/21 /23 TBPELS FIRM #F-312 PROJECT NO.: 54443 ISSUED: AUGUST, 2023 DRAWN BY: CAD CHECKED BY: KEF SCALE: AS SHOWN SHEET TITLE SITE PLAN C1.01 CASE NO. ZA23-0049 (M O Q rn 0 v c� w U) 0 v u.i M N 0 N CV 7 I) Q u.i Q C] 0) M v 0- U) 0 0 U m U) 0 C] Q U 0 J O 0 (M U) 0 0 0 It LO Q w Q z w J_ ILL \ EXISTING FH 10' UTILITY EASEMENT DOE-N49-.-D22-2t98�17 O.P.R.T.C.T. 15' BUILDIN SETBACK - CITY OF SOUTHLAKE SEWER LINE EASEMENT 15' EASEMENT VOL. 15073, PG. 375 O.R.T.C.T. AND CITY OF SOUTHLAKE SEWER LINE EASEMENT END PROP. 15' EASEMENT RETAINING WALL VOL. 15073, PG. 376 HEIGHT ± 4.0 FT O.R.T.C.T. EMERGENCY ACCESS, DRAINAGE AND UTILITY EASEMENT DOC. NO. D222280817 O.P.R.T.C.T. 24' 5' TYPE A BUFFER YARD ZONED = 11 L.U.D.= INDU TRIAL LOT 1, BLOCK 1, o MUSTANG BUSINESS PARK DOC. NO. D222280817 O.P.R.T.C.T. 10' UTILITY EASEMENT DOC. NO. D222280817 O.P.R.T.C.T. EXISTING FH PERMANENT WATER LINE EASEMENT CITY OF SOUTHLAKE DOC. NO. D216248479 EXISTING SSMH O.R.T.C.T. I 10' CURB INLET I PROP. RETAINING WALL HEIGHT ± 7.0 FT SPECIAL WARRANTY D ED MATCH LINE SEE SHEET C1.01 ° ECIT WARRA TY D� D o E IIN L.P. a - - - - o'I w co / TJ T 1, GALLED 800 AGRfzS ` ° � - - ° ° ° °DOC3./NO, D,2,1 J01,162- ° ° - I EASEMENT ° - - 1 ° W TEXASPOWER AND LIGHT 2-GRATE INLET - - 1 �O.P R.T°C`T` <" °° ° - o COMPANY_ °� ° - - - J ° ° 'A ° ° ° - - - J BUILDING 3 I Z o / VOL. 6168, PG�23— ° ° - - - °` ° 6-GRATE INLET 102,957 SF 3' ° J ; I a D.R.1f�T. - - - _ ° ° ° FFE = 601.00 w LSO jj�° J _ o /A Ij ° ° ° J ° �' ,, °� ° ° - ASEMENT 0 ° � m w EASEMENT I ° ° - - = THEHAMROCK PIPE 5.5 SIDEWALK ILL EXISTING SSMH - - 1 .. - ° I cm 10 / TEXA�POWER AND LIGHT ° a I _ - LINE CORPORATION c� ° COMPANY 5.5'SIDEWALK °° ° 1 30' IDE EASEMENT 5.5'SIDEWALK /OL. 6264, PG. 779 °°lvclrl - - - ° ° ° ° ° ° ° ° ° - - -J 'T VO P 5 °° D.R.T.C.T. � 5 5 CURB INLET 20.5' 26.5'°°5'-18' 26'.l (18' S 250' I- _ -=.112' 26' ° ° ° 122' I - _- - O.R.T.C.T. 240' 18' ° 26' ° 18'-14.8' / LOT 1 ° - _ ° ° ° ° ° ° ° - - ° `< EXPLORER ADDITION ° ° RIGHT OF WAY / co - ° ° ° ° ° ° ^, I / ',DOC. NO. D220044871 / J EA EMENT / "' O.R.T.C.T. ° ° ° °/ BUILDING 2 — ° ° e°" I - EXPLORER PIPELINE °° / 15' / 188,132 SF I - - '�° ° ° �a 6-GRATE INLET ° - 1 Y I° FFE - 605.75 J ° - - - CENTERLINE OF 2 12" ° / / °° ° °° I ° ° 10' SIDEWALK � �° I ° / .. Lu ° / PI�ELINES `z 10' SIDEWALK -_ - - _ - ° ° ° PROP. 1 O'x5O' (TYP.) VOL. 310, PG. 703 PROPOSED FH bo ° a ° J I 1 ° ° ° LOADING SPACE ° 10' R .� T.CIT. �° 15' R ° w ¢, _- - 1 �, I ° c\4_ �9 s� ° q ° ° " T'' °° 30' R N Iv L w ` i 130' R ° ° 2-GRATE INLET I 0 0 0 I �? _'' ° 1 ° I° ° ° I AP 30' - - °PROP. 10'x50' (TYP.) \ PROPOSED FH ° ��° ^ I ° - ° ° \ CONNECT TO z ° © - I = _- J LOADING SPACE ° \ CO ° / I 15' BUIL G EXISTING _ 10' CURB INLET' 100' R �J ACCESS ROAD ° LIDJ ° ° ° ° ° ° o ° SETBACK ° S TYPE A BUFFER YARD ° I ° T 10' CURB INLET � ° 5.5' SIDEWALK I - - - ° ° ° LL ° ° i ° ° -A-"' r- - - w _ 5 CURB INLET —BEGIN PROP. / ° _-_ ° ° z \ ° < / RETAINING WALL w I I I- - J ° w \ 24' /> HEIGHT ± 3.0 FT / ° --- ° ° 5 R ° / I _ _ EXISTING FH , I J < LL \ �/ ° TYPE SW-0 / / I cif ° / ° ° / - - - - 1 °� a ' 25' R ° /" HEADWALL ° ° PROP. 10 WATER I I - - ° ° ° ° r 51 R 10' R EASEMENT 25 - J ° ° ° ° ° ° ° APPROXIMATE LOCATION - - 1 s B ° ' VV CLE F Y AGREEM E - - J ° ° ° / ° ,,° CONTINE TAL PIPE INE COMPANY- 1 I'° ° °,, VOL. 5893, PG. 605 I ° ° °� 30 R °30 R L ° - 1 ° PROPOSED°FH ° 3' R (TYP) 177 AS AFFECTED ECT D BY I I J ° ; ° ° ° ° � ° ° ° ° I° I ! FORMT- A --= J ° ° � RAILROAD COMMISSION OF TEXAS I PROP. 1O' WATER° 30' R �°.l ° I10' ° ° ° �° ° GA SERVICES DIVISION EASEMENT °� / I e ° PIPELINE SAFETY SECTION ° ° ° ° ° °/ / / EASEMENT AND PERMIT TO OPERATE PIPELINE I 30 R ° ° ° ' / / RIGHT-OF-WAY / AUSTIN, TEXAS, FEBRUARY 7, 1996 I ° 10' CURB INLET //' TEXAS POWER &LIGHT MAGELLAN PIPELINI, TERMINALS, L.P. TRACT 5, CALLED 0.1 7 ACRES DOC. NO. D2110111 2 I O.P.R.T.C.T. I BEGIN PROP. RETAINING WALL HEIGHT ± 4.0 FT 11-1 EXISTING FH 18.39' TO EX. FH PONDEROSA WAY E CONTINENTAL w z p w 3 � S K\Mg Y PROJECT LOCATION VICINITY MAP NOT TO SCALE HAF r PROPOSED LEGEND: PROPOSED SANITARY SEWER MANHOLE •CO PROPOSED CLEANOUT PROPOSED FIRE HYDRANT FIRE DEPARTMENT CONNECTION & DOMESTIC WATER METER GRATE INLET CURB INLET 7" THICK, PSI CONCRETE PAVEMENTT WITH #3 BARS @ 18" O.C.E.W. OVER 6" LIME STABILIZED SUBGRADE PER GEOTECH REPORT 6° THICK, PSI CONCRETE PAVEMENTT WITH #3 BARS @ 18" O.C.E.W. OVER X" LIME STABILIZED SUBGRADE PER GEOTECH REPORT 5" THICK, 3000 PSI CONCRETE PAVEMENT WITH #3 BARS @ 18" O.C.E.W. OVER SCARIFIED COMPACTED SUBGRADE FL FIRE LANE X PROPOSED FENCE LINE LANDSCAPE BUFFER YARD x BUILDING ENTRANCE/EXIT NOTE: ALL CURBS ARE 6" UNLESS NOTED OTHERWISE ° < PERMIT CA CELLED. LINE ABANDON D I ° / // ��� COMPANY AND REMOVE IN 1992 15' R ° �� ° / �a�/ VOL. 7249, PG. 267 / -&FGN KAT ARNOLD,P / I ° ��/ ���� D.R.T.C.T. EXISTING LEGEND: °,- ° #'\�/ / �a PARKING ANALYSIS CHART - - PROPERTY LINE / / 10' SIDEWALK I ° �� "° moo PROPOSED LOT LINE ', ° ° ° ° �� / "' ° �/° / / - - EASEMENT LINE PROPOSED USE I / ° AREA (SF) PARKING REQ'D - —460 MAJOR CONTOUR LINE ° ° o // RATIO SPACES 461 MINOR CONTOUR LINE L4'R' Q / ASEMENT r OHE °30' R ° I "v 100 R / / l // / BUILDING 1: OVERHEAD ELECTRIC \, ° 04 a o / / SHAMROCK PIPE FENCE 10'R ,� / / °LINE CORPORATION BUILDING AREA: 134,401 ° ° °` � ° ° G/ // 30' WIDE EASEMENT WM� WATER METER 4 CONC. ° — PROPOSED FH "� V FLUME v / OFFICE AREA: 13,450 1:300 44.8 WVo WATER VALVE ° ° 30' R ° -° ° � ° � ° ° ° ° °_ ° a ° ,, ° oM I� ° � VOL. 13739, PG. 506 / / ° ' ° / ° O / // O.R.T.C.T. WARHOUSE AREA: 120,951 1:1000 121.0 ® VAULT 10' R 130' R G / ICvo IRRIGATION CONTROL VALVE A. ° VO // BUILDING 2: FHA FIRE HYDRANT 5' R 9 130 R ° I ✓ o / / �,�. / BUILDING AREA: 188,132 FSC � FIRE DEPARTMENT CONNECTION ° ° 13' TYP n c GUY WIRE 30' R ° ° W L LID 7t CONNECT TO �° c' Ln EXISTING CONC. �° N o o ACCESS ROAD `` 40' R z < 0 WARRANTY DEED 6' R (TYP.) ( ) I / / ,�.1 04 OFFICE AREA: 18,820 1:300 62.7 � SIGN 8 9' (TYP.) Q / / e °�O� / WAREHOUSE AREA: 169,312 1:1000 169.3 PP'a POWER POLE / O / BUILDING 3: LPLP(i)LIGHT POLE 9 / 304 �O� GM® GAS METER 9 57, / \�j�� CIO BUILDING AREA: 102,957 / S' TP 4� / Gvo GAS VALVE `q � OFFICE AREA: 10,300 1:300 34.3 ssMHO SANITARY SEWER MANHOLE I �`,� /0������O�o WAREHOUSE AREA: 92,657 1:1000 92.7 sscoo SANITARY SEWER CLEANOUT / V ❑ ELECTRIC METER �-ro, / SUMMARY CHART- BUFFER YARD BUILINDG 4: 5 �- '� G B [I ELECTRIC PULL BOX 5 CURB INLET / / �� / EPEMP�' '�� PROVIDED BUFFERYARD REQUIRED BUFFERYARD I I / \O��P JOB' 0� Q`�`LOCATION/LENGTH WIDTH/TYPE WIDTH/TYPE BUILDING AREA: 120,840 EJB ❑ ELECTRIC JUNCTION BOX O. ,z / Q ` v '/ 12100 CURB INLET INORTH - 958.92' 5 FT/ TYPE A 5 FT/ TYPE A OFFICE AREA: 1:300 40.3 - - - / � / QA`�` �1 1 8" RCP STORM SEWER LINE Do6\11 EAST - 1,187.96, 5 IT/ TYPE A 5 IT/ TYPE A WAREHOUSE AREA: 108,740 1:1000 108.7 EX. 8/' d WATER LINE ` Q�' WEST- 765.50' 5 FT/TYPE A 5 FT/TYPE A TOTAL PARKING REQUIRED: 674 - EX 8- S� SANITARY SEWER LINE PARKING PROVIDED: 688 Lx LAB GAS LINE WEST - 865' 10 FT / TYPE F1 10 FT/ TYPE F1 END PROP. / / 10' TYPE ID BUFFER YARD P p, `�LNGi HANDICAP D PARKING REQUIRED: 14 OWNER/DEVELOPER: ENGINEER: RETAINING WALL / �� l�� /��O SOUTH - HWY26/ 10FT/TYPED 10FT/TYPED C3 HEIGHT ± 5.0 FT / / ` 105169'HANDICAP PARKING PROVIDED: 20 CONSTELLATION REAL ESTATE HALFF ASSOCIATES, INC. PARTNERS 1201 N BOWSER RD 5' SIDEWALK / / SUMMARY CHART - SITE DATA 2021 MCKINNEY AVE, SUITE 300 RICHARDSON, TX 75081 EXISTING PROPOSED DALLAS, TX 75201 CONTACT: KAYLIE FLYNN, PE RIGHT OF WAY GREEMENT EXPLORER P LINE COMPANY BUILDI ETBACK 30' 1`VI E EASEMENT OL. 9205, D.R.T.C.T. JOE L. WRIGHT, // TRUSTEE / REMAINDER OF A CALLED 30.750 ACRES VOL. 8060, PG. 27 l+ GP 9'38"W D.R.T.C.T. 36.74' CURVE DATA CURVE No. LENGTH RADIUS A CHID LENGTH CHID BEARING C1 103.12' 175.00' 33°45'41" 101.63' N20° 54' 19"E C2 115.45' 832.00' 7°57'02" 115.36' N51 ° 56' 22"W C3 T 1-30.30' 832.00' 8"58'24" 130.17' N40° 38' 50"W ZONING 12 12 CONTACT: JOHN DELVAC (214) 937-3923 (214) 814-4312 KFLYNN@HALFF.COM JOHND@CONSTELLATIONREP.COM SITE PLAN CONSTELLATION SOUTHLAKE TRACT 1 2a 2b 3 & 4 BENCH MARK LIST > > BENCHMARK #1: 304 LAND USE DESIGNATION HEAVY INDUSTRIAL LIGHT INDUSTRIAL GROSS/NET ACREAGE 1,468,218 SF (33.71 AC) 1,468,218 SF (33.71 AC) NUMBER OF PROPOSED LOTS 6 1 SITE COVERAGE (%) 45.85% 77.51% AREA OF IMPERVIOUS COVERAGE SF (%) 673,157 SF (45.85%) 1,138,047 SF (77.51%) / 33.11 ACRES SNTP - NAIL IN TOP OF PVMT SUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE OF AREA IN CANOPY ACCENT GROUND SEASONAL AREA FRONT OR TREES TREES SHRUBS COVER (SF) COLOR (SF) SIDE REQUIRED 81,950 SF 75% 164 328 2,049 12,293 1,640 PROVIDED 148,500 SF 75% 190 368 2,215 19,049 1,800 AREA OF OPEN SPACE SF/(%) 795,061 SF (54.15%) 330,171 SF (22.49%) N = 7,021,375.5421 ELEV3959596138 BENCHMARK 309 SITUATED IN THE H. DECKER SURVEY ABSTRACT NO. 438 CITY OF SOUTHLAKE TARRANT COUNTY TEXAS > > TOTAL BUILDING/FLOOR AREA N/A 546,330SF NUMBER OF STORIES N/A 1 BUILDING HEIGHT(S) N/A 35 FT SNTP - NAIL IN TOP OF PVMT N = 7,022,758.0460 E = 2,393,284.3600 1 ELEV.= 602.84 AUGUST, 2023 REQUIRED LOADING SPACES N/A 28 PROVIDED LOADING SPACES N/A 121 N 0 50' 100, GRAPHIC SCALE - 1 "=50' Z O w U)>- Q w I- Z J = Y O U Lu D J 11 Z LLI �^^ VJ ~ � Z O U) OQ U~ U rl- N (V oq �U) w U)xo w 0�m mo M 0-'C V z< O U 04 I j MEN MEN ■■■ z 0 a U w Z w O � w o PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: KAYLIE E. FLYNN 135900 NAME P.E. NO. DATE 8/21 /23 TBPELS FIRM #F-312 PROJECT NO.: 54443 ISSUED: AUGUST, 2023 DRAWN BY: CAD CHECKED BY: KEF SCALE: AS SHOWN SHEET TITLE SITE PLAN C1.02 CASE NO. ZA23-0049 MATERIALS LEGEND ISSUE FOR: PRE-SUBMITTAL/DRC ROOF LINE BEYOND LTG WALL PACK - TYP — — — — — — — — — — t 0 o � LEVEL 01 CONIC TW DOCK HM DOOR CONIC TW REVEAL SCREEN WALL w/SECURITY LIGHT - TYP ACCENT, PT -TYP OVERALL ELEVATION - NORTH 04 SCALE: 1" = 20'-0" 250' - 0" OLEVEL 01 0'-011 .1. OVERALL ELEVATION - SOUTH V %) SCALE: 1" = 20'-0" HORIZONTAL REVEALS - TYP ... OVERALL ELEVATION - EAST VL SCALE: 1" = 20'-0" 250' - 0" PNL-PT-02 PNL-PT-03 CLEAR ANODIZED CONC. TILTWALL ALUM. & SSG SPANDREL SPANDREL PNL -PT - TYP STOREFRONT SYSTEM -TYP o N 0 M O v 0 N 0 PNL-PT-01 SMOOTH FINISH CONC. PNL-PT-01 CLEAR ANODIZED TW PNL w/REVEALS-PT - TYP ALUM. & SSG VISION STOREFRONT SYSTEM -TYP III AL-01 -ALUMINUM STOREFRONT MTL-01 - PREFINISHED ALUMINUM PT-01 -FIELD PAINT ( COLOR TBD ) PT-02 - ACCENT PAINT - ( COLOR TBD ) PT-03 - ACCENT PAINT - DARK GL-01 - GLAZING - VISION TINTED GL-02 - GLAZING - SPANDREL LEV01 01, 0'-0" LEVEL 01 0'-01, T T T C T A 535' - 0" 1 1 1 1 I_ PRE -FIN. MTL ROOF GUTTER & DOWNSPOUT - TYP FORMLINER FINISH CONC. TITLWALL PNL-PT -TYP F SMOOTH FINISH CONC. PNL (PT-02) F11 HM DOOR w/SECURITY LIGHT, MTL LOUVER ABOVE, GALV. MTL STAIR / HANDRAILS AND STEEL BOLLARDS -TYP A B C D E F G H J K L L 535' - 0" or LEVEL 01 O _01-011 PRE -FIN ALUM. ACCENT SMOOTH FINISH CONC. TILTWALL REVEAL ACCENT L HM DOOR CLEAR ANODIZED ALUM. & ACCENT SHADE SYSTEM PNL w/REVEALS-PT - TYP WFORMLINER WSECURITY LIGHT - TYP SSG VISION STOREFRONT SYSTEM -TYP BASE, PT -TYP 01 OVERALL ELEVATION - WEST SCALE: 1" = 20'-0" LTG WALL PACK BEYOND - TYP constellation real estate partners O MEINHARDT & ASSOCIATES ARCHITECTS, P.L.L.0 14643 DALLAS PARKWAY SUITE 636 DALL TE 75254 972 980-8980 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION N O zo co O V _ N O CLEAR ANODIZED ALUM. & SSG SPANDREL STOREFRONT SYSTEM -TYP PROJECT NO: 23303.001 DATE: 07.31.23 DRAWN BY: DBC CHECKED BY: DDM SHEET: OVERALL BUILDING ELEVATIONS A6mOO MATERIALS LEGEND ISSUE FOR: PRE-SUBMITTAL/DRC 6 T T T 2 1 250' - 0" y LTG WALL PACK - TYP — F ROOF LINE BEYOND 2 Z FFE 0' -0" JVIILLIV VVf111 VV/JLVVI 11 LI 111 - 1 1 r f1VV 1, r I - I 1 r VVLVIVIIV rIVL, r l - I l r 04 OVERALL ELEVATION - NORTH SCALE: 1" = 20'-0" ENTRY CONC TW PNL BEYC CLEAR ANODI & SSG SPAND STOREFRONT CLEAR ANODI & SSG VISION RT(IRFFRONT FFE 011 Ok FIFE 0'-0" T 2 3 T 5 6 250' - 0" COLUMN PNL, PT -TYP SHADE SYSTEM 03 OVERALL ELEVATION - SOUTH SCALE: 1" = 20'-0" OVERALL ELEVATION - EAST V 4 SCALE: 1 " = 30'-0" Y � I � u o FIFE Q 0'-01, PRE -FIN ALUM Q SHADE SYSTEM - TYP 01 OVERALL ELEVATION - WEST N o SCALE: 1" = 30'-0" N M CONC TW, PT - TYP i PILASTER PNL, PT -TYP lmmm PRE -FIN ALUM SHADE SYSTEM - TYP w/SECURITY LIGHT - TYP H 751' - 0" H 751' - 0" FIFE 0'-0" FIFE0'-01, SCREEN WALL TG F E 1) B A T T T T K i M N i R I REVEAL ACCENT CLEAR ANODIZED WFORMLINER BASE ALUM. & GLASS PT-01 - TYP STOREFRONT SYSTEM -TYP AL-01 -ALUMINUM STOREFRONT MTL-01 - PREFINISHED ALUMINUM PT-01 -FIELD PAINT ( COLOR TBD ) PT-02 - ACCENT PAINT - ( COLOR TBD ) PT-03 - ACCENT PAINT - DARK GL-01 - GLAZING - VISION TINTED GL-02 - GLAZING - SPANDREL CLEAR ANODIZED ALUM. & SSG SPANDREL STOREFRONT SYSTEM -TYP 0 EN o m � Cl) � N CLEAR ANODIZED ALUM. & SSG VISION STOREFRONT SYSTEM -TYP FIFE0'-01, constellation real estate partners O MEINHARDT & ASSOCIATES ARCHITECTS, P.L.L.0 14643 DALLAS PARKWAY SUITE 636 DALLAS TEXAS 75254 972 980-8980 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PROJECT NO: 23303.002 FIFE DATE: 07.31.23 0'-01, DRAWN BY: DBC CHECKED BY: DDM SHEET: OVERALL BUILDING ELEVATIONS A6mOO 11 N N LLI Y Q J O nI Q� Lu ry c O m 0 U i 0 vl a. L1J ry 0 0 U co 0 ce) c� N rn U O Cn Cn 0 0 1� Q Q 0 0) co N O N M 0 0 FIFE 0'-0" QFIFE FFE 5 4 T 1- 240' - 0" ROOF LINE BEYOND FIFE 0'-01, CONIC TW DOCK I HM DOOR SMOOTH FIN. CONC. TW SCREEN WALL w/SECURITY LIGHT - TYP PILASTER PNL, PT-02 - TYP 04 OVERALL ELEVATION - SOUTH SCALE: 1 /16" = 1'-0" 1 2 3 4 5 240' - 0" 02 HANDRAILS AND STEEL BOLLARDS -TYP i vivU. nvL kr 1-U i) uvi.ry OUIVIrCRJ a LF_vF_LF_r_\ -1 r r SCALE: 1/16" = 1'-0" MATERIALS LEGEND AL-01 -ALUMINUM STOREFRONT MTL-01 - PREFINISHED ALUMINUM PT-01 - FIELD PAINT ( COLOR TBD ) PT-02 - ACCENT PAINT - ( COLOR TBD ) PT-03 - ACCENT PAINT - DARK �•' GL-01 - GLAZING - VISION TINTED GL-02 - GLAZING - SPANDREL FIFE ISSUE FOR: PRE-SUBMITTAL/DRC constellation real estate partners � O MEINHARDT & ASSOCIATES ARCHITECTS, P.L.L.0 14643 DALLAS PARKWAY SUITE 636 DAL TE 75254 972 980-8980 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PROJECT NO: 23303.003 DATE: 07.31.23 FIFE 0'-0" DRAWN BY: DEC CHECKED BY: DDM SHEET: OVERALL BUILDING ELEVATIONS A6mOO MATERIALS LEGEND ISSUE FOR: PRE-SUBMITTAL/DRC Q LO LP Cl) N O N M C 4 r FIFE A A OVERALL ELEVATION - NORTH us+ SCALE: 1" = 20'-0" FIFE 2 3 4 240' - 0" 5 4 3 CONC TW DOCK SCREEN BEYOND OVERALL ELEVATION - SOUTH V.2 SCALE: 1" = 20'-0" OFIFE o' -o" OVERALL El V 4 SCALE: 1 " = 20'-0" FIFE ROOF LINE BEYOND PT-03 HM DOOR — PT-01 — REVEAL ACCENT CONC. w/SECURITY LIGHT - TYP TILTWALL PNL, PT - TYP FIFE0'-01, 2 1 SMOOTH FIN. CONC. CLEAR ANODIZED ALUM. TILTWALL SPANDREL PNL-PT & SSG SPANDREL STOREFRONT SYSTEM -TYP SMOOTH FIN. CONC. CONC TW PILASTER TILTWALL PNL-PT - TYP PNL w/FORMLINER BASE 0 CV O O - M O N O FIFE 0'-01, CLEAR ANODIZED ALUM. & SSG VISION STOREFRONT SYSTEM -TYP AL-01 -ALUMINUM STOREFRONT MTL-01 - PREFINISHED ALUMINUM PT-01 -FIELD PAINT ( COLOR TBD ) PT-02 - ACCENT PAINT - ( COLOR TBD ) PT-03 - ACCENT PAINT - DARK GL-01 - GLAZING - VISION TINTED GL-02 - GLAZING - SPANDREL A B �C D E F (G� H J K L ORAnnTU MKIIOU nl rnr OTnn\/ nnr rlkl RATI nnnr PRE -FIN. ALUM ACCENT K J H G F E D C PT-02 v o' -o" CONC. TW COLUMN L PRE -FIN ALUM. PNL, PT - TYP SHADE SYSTEM OVERALL ELEVATION - EAST SMOOTH FINISH CONC. TW SPANDREL PNL w/REVEALS, PT-01 - TYP 81 ■ 01DEL CLEAR ANODIZED ALUM. & SSG VISION STOREFRONT SYSTEM -TYP - 0'-01, CLEAR ANODIZED ALUM. & SSG SPANDREL STOREFRONT SYSTEM -TYP W Lu Q J D O Cn constellation real estate partners O MEINHARDT & ASSOCIATES ARCHITECTS, P.L.L.0 14643 DALLAS PARKWAY SUITE 636 DALLAS TEXAS 75254 972 980-8980 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION PROJECT NO: 23303.004 DATE: 07.31.23 DRAWN BY: DBC CHECKED BY: DDM SHEET: OVERALL BUILDING ELEVATIONS V I SCALE: 1" = 20'-0" A6mOO ISSUE FOR: PRE-SUBMITTAUDRC REVISIONS 0 v N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I DUMPSTER SCREEN SECTION 04 SCALE: 1 /4" = 1'-0" 0 -� - O O o/ DUMPSTER SCREEN ELEVATION 0 SCALE: 1 /4" = 1'-0" LTWALL PNLBEYOND LTWALL PNL-TYP F� of —oil SWINGING GATE DOOR w/PRE-FIN. MTL. PNLS " 5' - 6 1 /2" 1 " 5' - 6 1 /2" i (2)3/4" 0 GATE CANE BOLTS 1-1/2" DEEP RECESS DUMPSTER SCREEN GATE 02 SCALE: 1/4" = 1'-0" REF 04/A1.03 03/ DUMPSTER SCREEN PLAN 01 „= 1 , SCALE: 1 /4 -0„ ^"BIC YARD TAINER BY OTHERS CONC TILTWALL SCREEN PNL -TYP 6" H PIPE BOLLARD GATE STOP -TYP OF 2 TI LTWALL =EN PNL -TYP 0 M 0 M 0 CV � O M 0 M PIPE BOLLARD - TYP J4/A1.03 Lu Lu TZ Z) O U) • constellation real estate partners MEINHARDT & ASSOCIATES ARCHITECTS, P.L.L.0 74643 DALLAS PARKVJAV SUITE 636 DALLAS TEXAS 75254 972980-6960 3 PROJECT NO: 23-303 DATE: 08.16.2023 DRAWN BY: DBC CHECKED BY: - SHEET: DUMPSTER SCREEN Al m04 0 - - - w F � a i f i s f 1PM, t API }_ a dr- r aw wr AI JW .�f } ORA -� AW � J ~ T � • ■■■ram - — � WOMEN— MIPI I ' 7 FL r I - R L. f _ J4 C� rip M• 4 P. ff t { �•II' ._ - _ . • � . , ,� � - � •'fir _ f r, i � - T Ip IL r T # T •J Fe. I • � �} J r• Y k alp- r i~ � r• � + = K { Y C - _ +* *r ., A � y 4 •1 _ L s� _' � _ ! ter! � ■ _ _ Mn swum- -MOMS MiPI ' y — +yTf T � •� � TAT. O POI- - - - i ___dp�— _ _Mwm�_ � - — IMP- a ow' i �, ■ a 'yam + W�.. Mt EL + i{ h f 4 RR + W• JL _ r ` e --k L k s a 1 r7L _l. r.Vli • `ri RL f* ! � I V d6 mm ■.a. — r — — a� r � _ - _JFW - y •#�� + i ' L L * t } •— —616.4 J rc46 •. 1 - v tip' • ,''- + '� _ �z F �Fyi %• �� IMW ! R s � : %6 } r ML6 it y L r 4 } IL dft M1 - 16 Air 4 _ RIP t .- 4pmr AL ` + �Ilk it # . * 3_ dh I t T i 3. Cq