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Item 6D - 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 f rw lit:; A -&A r' + Al !T} p Mr IL A . , ,:�.. --P L. }I -• - -- — w .y 7 i V� A.- � `• m .�F F _d. ; �. t JAI _%t .LL i It 00000� APPPP—Pw �k4 k Lq- RRRor 3*Y Rom, 40tpo . _ *F I+ f 'Y 4 ■ s r+■ � � F f _� *'jF _ ■ + i� FP4- ow o- _ yLrL k + T s Y 7F * dr * r i.� •� JP k _F V . ir 49 i •. r �� X� yF1'� Y . ' r .dik K Viol i Y i • ti � r ' LL, L IkF y + %LOW , 3 1 J* - je a s w ai s r-RIK. I 6 } L __ F f f JMPL -� — Y . Jr } Q --one iw r� L a Mi t f Y Q m i- w U) 0 Z J_ Z) m rz � I I I I `•, �'1�1��LLJ w � , GRAPHIC LEGEND o�J 0 d0 ` 07 O7 CAL, LIVE OAK, 4{i35) EASTERN RED CEDAR, T' ht. x'Xx x `w w =7EXISTING �CESS ROAD ¢ \ [40J CEDAR ELM, 4" GAL. (149) TREE YAUPON HOLLY, 7' hr. - 1 If O - ---------� (136) CREPE MYRTLE 'DALLAS RED; 8'ht. _.•:. i t i17 j�ti:1 f — Y (179) CREPE MYRTLE TUSCARORA ; 8' ht. 1 L��Wl IM 1 ` — — — ] — — — — + [T4) LD CYPRESS, 4" CAL. *I�-------- ------------------------ R7 ---------------...------_.--------—� �� /� -----, —�---- —�� (2T9)NELtIER.STEVENS HOLLY, 3GAL. /F111; 11J1F&11JF I I I IMFI�TTF� T J T F F1 J T F`9 i z Q > (232) RED YUCCA 'BRAKELIGHTS; 3 GAL, / jV f Q w < LL o [49J CHINES�PISTA CHE, 4 GA [ . � 1 5 \ (184] VARIEGATED PRIVET, 3 GAL, U 17,. � C.�: o � CD (230) SEA GREEN JUNIPER, 3 GAL. ill 1-* . Q n Q (171) DWARF WAX MYRTLE 'DONS DWARF', 3 GAL. I�f I I :1t.` w , (56) TEXAS ASH, 4"CAL. f I *Y > \ 40 (227) SWITCHGRASS HEAVY METAL, 3 GAL. '�� I �— _ �1 II ` �� l II :'•• ,,•' + .:.19 (443) MEXICAN FEA THERGRASS, 3 GAL. II ao (21) RED OAK SH[IMARD; 4" CAL. 0 (322) DWARF YUPON HOLLY, 3 GAL. 1 I� , � \ 0 (653)1) WARF BURFORD HOLLY, 3 GAL. I � Ir I 1f I I BUI DING 3 I I- o f I 102,957 SF ff I FFE = 601.00 , __. ", (12,780) WINTERCREEPER, 4" POTS I BUILDING 4 f I (38) C QUAPIN OAK, 4" CAL. \ 120,840 SF f s I \ - ° > :: FE - 4. f (5,105) LIRIOPE BIG BLUE, 4-POTS F - 60 00 f � - �; \ �- - �I (1,800) SEASONAL COLOR BEDS, 4"POTS, 9"o.c. " SOLID sob BERMUDAGRASs PP �I I �j L TI I III X\. , r�. -- --� ,- I f� I I - I I� �. 1 -s I I li 1 Y i l I� �f t f — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Ok --———————————————————————————————————----`�--I---- , r II k:--------------------- 1 1 I I - — — — — — — — — — — — — — — —I— —� ----- :. 9�1 P' i a r a•ial a ■i■ r—._.■ a'�i'� rr/■ a'ii[♦ a1�i1♦ a7iL a r•�l'! a ■i■ a'ri,i► a i� 4a►i`► �� ilk:= ■ L ��■7+r .. � ■ • 'i�� ., ■ ']7r►' � �■-� FVS. r No CIO I I I w l I I I I I I l I I 1 I I I ml 1 NOTE: ALL ELECTRICAL TRANSFORMERS AND MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE RIGHT—OF—WAY. 0: 415118 per 100' F1: 31618 per 100' A: V218 perlW A: 11218 per 100' A: 11218 per 1W SUMMARY CHART - BUFFERYARDS Lorationl Length of Base Line Requiredf Provided Length Bufferyryard Ylidtf ype Canopy Trees Accent Trees Shrubs FenceScreenirg Height 8 Material South- Hwy 26 1,051.69' Required 1,051.69 10'-D 44 55 198 Hedge-H1 Provided 1,051.69 10'-D 44 55 198 Hedge-H1 West- 865, Required 865, V-F1 26 52 70 Fence -F1:6HT. Provided 865, 10'- F1 28 56 188 Fence - F1: B' HT. WOOD East. 1187.W Reqaired 865 10'-A 12 24 95 Provided 1187' 10'-A 12 24 95 North- 958,92' Required 96V 10'-A 10 19 77 Provided 96Y 10'-A 10 19 77 West- Required 765.50' 5-A 1 8 16 fit 765.50' Provided 765.50' 5' • A 1 20 40 76 a w 4Ir'i► I1■i■ a a i► aWii�a ��■ 6' —VA . . ■ SUMMARY CHART - PARKING LOT LANDSCAPE Landscape Area ParkingProvided Required Ratio Required 13,700 SF 685 20 s.f. I5pace Provided 15,055 s.f. SUMMARY CHART - INTERIOR LANDSCAPE 1.1 1 1.2 : BUILDING FOOTPRINT: > 10.000 S-F-:15% OF FLOOR AREA: TOTAL S.F- 645.234 On -Site Landscape Area % of Area in Front or Side Tref Y 15W sP Threes (lzo sn Shrubs [Two sq Groundoover j15%a gn asw � al I2%Of A Required 81,9500, 75% 164 328 2,049 12,293 1,640 Provided 148,500 s-f. 75% 190 368 2,215 19,049 1.800 I Z- w00 Cc w N H N U OVERALL TREE SUMMARY TOTAL CANOPY TREES REQUIRED: 264 50% 4" (132) / 50% 2" (132) TOTAL CANOPY TREES PROVIDED: 316 100% 4" (316) TOTAL ACCENT TREES REQUIRED: 494 TOTAL ACCENT TREES PROVIDED: 599 ram � 1 • p � � ry :� t v�' "4► fir_ 1 ,ffr. - ■aP' A,. o LANDSCAPE SITE PLAN sm r SCALE: i" = 60'-0" landscape architects, inc. 1708 N Griffin Street Dallas, Texas 75202 Tel 214.871.0083 4 30 60 12Q Fax 214.871.0545 Email smr@smr-la.com W 11J I— J 2 Q .21.2023 MEINHARDT & ASSOCIATES ARCHITECTS, P.L.L.0 14643 DALLAS PARKWAY SUITE 636 DALLAS TEXAS 75254 972-980-BW 08,21,2023 Job # LANDSCAPE SITE PLAN SHEET L1.00 ____SHJ X3 - - — ----------Ff3�E3 — A 2I X3 Y U Q m w C0 z J 7) m U O U a U o R. Y U Lug L'i m 2i J U❑ W ❑m- J U Zw❑cow w cn Q Q 0� Q Q Q 0� o W Of ❑ W n- ❑ Z O j O O j J n —X — — a- cr X X i 0 \ 0 0 ur1 N � �� zCD CD ° z LLj j 0 Ld \ wZod _jLdZ ~ \ \ Q Q O Q Q Q N W 0 W D �o �o A I II I I Q Q JU I, W \ \ I co — — — — — — — — — — — — —� \ I ` \ 4- A --t— _ _ __ _ 1 ______________ �_� I _—� �� i�� -- _ ------ ---- — — — — — — — _ --� v \ FH 1 H11 i FT I L irn ]JIMITTF \ Q�< �� I I l l A A\ wU'0oLn o � QCD X�� \ \\ LLI w�=jo \ > \ \ I I I II I BUII.DING 3 III I 102,957 SF III I \ \ I FFE = 601.00 II III I I \ A \ � jl 'lI I I II I ,vv� � � � ` • IF I I f----- '—'-------------------------' —I---I'-------- II --------}�-- I I v� I IE3;V A II I I I IED `^J , E3 71 II I I �J I I •I• I � \ -- -- -- — -- -- -- -- — -- -- -- — -- -- -- -- — — -- -- -- -- 1 O - Q ui ------ - -- - - -- ---- -- ---- ` \ \ \ U) �III� �I — - _ \ \\ \ Z �1 FT BUILDING 2 \ _ \\ o J I 188,132 SF FFE 605.75 ` \ ` o \ \ � I I vICI V vv 'v ED Ali I ITIA��, i _ vv vv v \ _i L U IJ U 777 U I i L U 16L6 TABLE 2.0 - EXISTING TREE COVER PRESERVATION REQUIREMENTS TOTAL SITE: 1,468,218.3 sf TOTAL EXISTING TREE COVER: TOTAL PERCENTAGE OF SITE: MINIMUM % OF COVER TO BE PRESERVED: i�a:zaa►err r�x•�Y�•vi�:»:»ya:�►i�•� 337,087 sf 22.95% 60% (202,252.2 so 0% (VARIANCE REQUEST) O1 TREE CONSERVATION ANALYSIS SCALE: 1" = 60'-0" zl� I %:�' 0 30 60 120 smr landscape architects, inc. 1708 N. Griffin Street Dallas, Texas 75202 Tel 214.871.0083 Fax 214.871.0545 Email smr@smr-la.com 1 Z Q J CD Z 0 m .2023 MEINHARDT & ASSOCIATES ARCHITECTS, P.L.L.0 14643 DALLAS PARKWAY SUITE 636 DALLAS TEXAS 75254 972.980.8980 08.21.2023 Job # TREE CONSERVATION ANALYSIS SHEET: LOmOO CASE NO: ZA23-0049 M L0 O Q rn cu W w M N O N N U) Q li.i Q 0) z Q J W U z O U W U z W LL c� v Lo x LU iv U) 0 0 Q U 0 J 0 O (M Lo U) O O 0 qt Lo Q w Q z w J LL WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT II DOC. NO. D202115321 O.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT DOC. NO. D202115321 O.R.T.C.T. LOT 8, H. DECKER NO. 438 ADDITION DOC. NO. D210108187 O.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN MARK D. WILLOUGHBY AND WIFE, TRACY V. WILLOUGHBY VOL. 10439, PG. 999 O.R.T.C.T. LOT 9, H. DECKER NO. 438 ADDITION DOC. NO. D210108188 O.R.T.C.T. 15' BUILDING 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 -ono O.R.T.C.T. Lo GENERAL WARRANTY Lo DEED JENNIFER WANG p CALLED 0.50 ACRES O DOC. NO. D217279049 z O.P.R.T.C.T. GENERAL WARRANTY DEED WITH VENDOR'S LIEN ROSALBA RAMIREZ CALLED 0.500 ACRES DOC. NO. D218033179 O.P.R.T.C.T. 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. WARRANTY DEED WITH VENDOR'S LIEN REXANA E. OSTUNI CALLED 0.50 ACRES VOL. 1650, PG. 121 O.R.T.C.T. 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. GENERAL WARRANTY DEED WITH VENDOR'S LIEN JTK DYER GROUP LLC CALLED 0.50 ACRES DOC. NO. D218199772 O.P.R.T.C.T. 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 BEGIN PROPOSED 8' TALL SOLID D.R.T.C.T. WOOD SCREEN FENCE 10' BUILDING SETBACK 5' TYPE A BUFFER YARD N89°23'47"E 958.92' 7 7 7 7 7 7 7-/-7 7 7 7 7 7 7777 77 = 7 7 7 7 TL 1 7 7 7 7 7 7/ -7/-7=/ 7 7 7 77 7 7 7 7 77-7 /-7 FL F lH 177F L � FL J LL J ' TI r I I I E' J SPECIAL WARRANTY EED MAGELLAN PIPELINE TERMI ALS, L P. TRACT 4, CALLED 14.645 ACRES DOC. NO. D21101116� / O.P.R.T.C.T. I PROPOSED 8' TALL SOLID WOOD SCREEN FENCE BUILDING 1 FFE 134,401 608.75 J J U- J LL J LL :"' Iiiii�rrraiii� IMENEEMENEEN BUILDING 4 120,840 SF FFE = 604.00 jLL - i / I I I J I I PROPOSED DUMPSTER — LOCATION W/ T CONCRETE — J SCREENING WALL 171-7 T �—�—I—I — — — 4 4 �4 4 — FL — FL FLF /-77 11 ti r'l _r� 771 1:1 7 R° BUILDING 2 LI - 188,132 SF FFE = 605.75 f SPECIAL ARRANTY DEED END PROPOSED 8' TALL SOLID AGELLAN PIPELINE TERMINALS, L.P. WOOD SCREEN FENCE TRACT 3, CALLED 0.4831 ACRES DOC. NO. D211011162 ILI O.P.R.T.CT. — J - Li I 7L, ® y • O _ • I I I I Lj PROPOSED DUMPSTER LOCATION W/ T CONCRETE SCREENING WALL SPECIAL WARRANTY DEED LLAN PIPELINE TERMINALS, L.P. ACT 2B, CALLED 1.250 ACRES DOC. NO. D211011162 T_ O.P. .T.C.T. BUILDING 3 102,957 SF - - - - FFE = 601.00 LL A SPECIAL WARRANTY MAGELLA PIPELINE TE A , L.P. T TRACT 2 , CALLED 0.3 7 S DOG. NO. D21101 1 - - O.P.R.T.C.T. I I MATCH LINE SEE SHEET 2 LEGEND X PROPOSED 8' TALL SOLID SPECIAL WARRANTY WOOD SCREEN FENCE DEED EXPLORER PIPELINE PROPOSED U TALL BLACK COMPANY VINYL COATED FENCE CALLED 15.6 ACRES VOL. 5140, PG. 424 D.R.T.C.T. I 10' TYPE A BUFFER YARD II 15' BUILDING SETBACK LOT 1, BLOCK 1 FINA ADDITION CAB. A, SLIDE 1476 P.R.T.C.T. I PROPOSED LEGEND 12" W I K PROPOSED WATER LINE 8" SS PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE •CO PROPOSED CLEANOUT PROPOSED FIRE HYDRANT FIRE DEPARTMENT CONNECTION DOMESTIC WATER METER __1 PROPOSED GATE VALVE I=I WATER TEE WATER BEND GRATE INLET CURB INLET SD STORM DRAIN SUMMARY CHART- BUFFER YARD LOCATION/LENGTH PROVIDED BUFFERYARD WIDTH/TYPE REQUIRED BUFFERYARD WIDTH/TYPE NORTH - 958.92' 5 FT/ TYPE A 5 FT/ TYPE A EAST - 1,187.96' 5 FT/ TYPE A 5 FT/ TYPE A WEST - 765.50' 5 FT/ TYPE A 5 FT / TYPE A WEST - 865' 10 FT / TYPE F1 10 FT/ TYPE F1 SOUTH - HWY 26 / 1,051.69' 10FT/ TYPE D 10 FT/ TYPE D N 0 50, 100, GRAPHIC SCALE - 1"=50' Z O w U� Q wz =-0 Lu Y U J W J Z U)LLI Z OQ U)~ O U rl- N N oq w o >�Xo P N mom M ()� C] V z< o9w M E N ■ ■ ■ Now z 0 H a U w 0 Z w O_ 67 0 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 FENCING CONCEPT PLAN 3 CASE NO. ZA23-0049 M L0 O Q rn m L0 cu w U) cV•S N 0 N N Q Q 0) z Q J IL I`__ IL w U z O U w U z w LL c� Lo x w U) 0 0 Q U 0 J O 0 (M L0 U) 0 0 0 qt Lo Q w Q z w J_ LL 10' UTILITY EASEMENT DOC. NO. D222280817 O.P.R.T.C.T. 15' BUILDIN SETBACK I� N I� I� 0 I� 0 0 z LOT 1, BLOCK 1, MUSTANG BUSINESS PARK DOC. NO. D222280817 O.P.R.T.C.T. I 10' UTILIT' 5' TYPE A BUFFER YARD DOC. NO. D222280817 O.P.R.T.C.T. SPECIAL WARRANTY D ED - MAGELLAN PIPELIN TERMINALS, L.P. TRACT 5, CALLED 0.1 7 ACRES DOC. NO. D2110111 2 O.P.R.T.C.T. Cf-SOUTHLAKE SANITARY SEWER EASEMENT EASEMENT NO. 2, 11.5' WIDE V0L__TZF395, PG_7G - O.R.T.C.T. 20' UTILITY EASEMENT RETAINED IN SPECIAL WARRANTY DEED VOL. 15338, PG. 3°� 39 ' T.C.T.a N82° 16'25"E J MATCH LINE SEE SHEET 1 SPEC ARRA TY DE� MAGELLAN PIPELINE ERMIN LS, L.P. TRACT 1, CALLED 1800 ACRES DOC. NO. D21 J011162r O.P.R.T.C`T. I J U- BUILDING 2 188,132 SF FFE = 605.75 TI r BUILDING 3 1 V/ — — 102,957 SF =zr// FFE = 601.00 + I PROPOSED 6' TALL BLACK 44 uN I -n \\ VINYL COATED FENCE I CITY OF SOUTHLAKE IIP EWER LINE EASEMENT 15EASEMENT VOL. 15073, PG. 375 — — O.R.T.C.T. / ANDCITY OF J EWER LINEOUTHLAKE EASEMENT — r 15' EASEMENT VOL. 15073, PG. 376 ORTCT I rn 0 w N 0 CD o / / LOT 1 / EXPLORER ADDITION ' DOC. NO. D220044871 / O.R.T.C.T. I / / X PROPOSED 8' TALL SOLID / WOOD SCREEN FENCE PROPOSED 6' TALL BLACK VINYL COATED FENCE 15' BUIL6fNG SETBACK \ - 5' TYPE A BUFFER YARD PROPOSED LEGEND 12" W I R - PROPOSED WATER LINE 8" SS PROPOSED SANITARY SEWER LINE V ILL/ / PROPOSED SANITARY SEWER MANHOLE CO PROPOSED CLEANOUT I I PROPOSED FIRE HYDRANT I°� // / / FIRE DEPARTMENT CONNECTION * I I U- / / / // �� DOMESTIC WATER METER I / 'i r / / PROPOSED GATE VALVE WATER TEE I I WATER BEND TALL BLACK / / <gt`�PROPOSED6 VINYL COATED FENCE GRATE INLET / / Li CURB INLET SD STORM DRAIN SSMM PROPOSED 6' TALL BLACK / VINYL COATED FENCE F UTTFFFFIF 0 0 I o 3� / GO�QO 00, �304 \ �,��0� / SIyTP Pcla / Oho I I / /// \�Q �o� �Q / 'LL[ //�� GP�� (G JO O OGJ P PROPOSED 6' TALL BLACK / / ��,P� �• V� ��J / VINYL COATED FENCE C3 / 10 TYPE D BUFFER YARD / t)A CITY OF SOUTHLAKE RIGHT-OF-WAY `'jQ BUILDI SETBACK DEDICATION INSTRUMENT �o CALLED 0.323 ACRES / /// VOL. 16167, PG. 23 / / O.R.T.C.T. 1 WARRANTY DEED JOE L. WRIGHT, CITY OF SOUTHLAKE TRUSTEE ROAD RIGHT-OF-WAY / REMAINDER OF A CALLED 0.188 ACRES CALLED 30.750 ACRES VOL. 15124, PG. 283 VOL. 8060, PG. 27 O.R.T.C.T. D.R.T.C.T. 9'38"W 36.74' V�ko EDw `" L0 ° IN O ® �o SUMMARY CHART- BUFFER YARD LOCATION/LENGTH PROVIDED BUFFERYARD WIDTH/TYPE REQUIRED BUFFERYARD WIDTH/TYPE NORTH - 958.92' 5 FT/ TYPE A 5 FT/ TYPE A EAST - 1,187.96' 5 FT/ TYPE A 5 FT/ TYPE A WEST - 765.50' 5 FT/ TYPE A 5 FT / TYPE A WEST - 865' 10 FT / TYPE F1 10 FT/ TYPE F1 SOUTH - HWY 26 / 1,051.69 10FT/ TYPE D 10 FT/ TYPE D BENCH MARK LIST BENCHMARK #1: 304 SNTP - NAIL IN TOP OF PVMT N = 7,021,375.5421 E = 2,392,839.3138 ELEV. = 595.96 BENCHMARK #2: 309 SNTP - NAIL IN TOP OF PVMT N = 7,022,758.0460 E = 2,393,284.3600 ELEV= 602.84 N 0 50' 100, GRAPHIC SCALE - V=50' z o w U)>_ Q w Z =-0 Y U J W J Z LLI �^^ VJ ~ Z U) OQ U~ O CU r- N N oq r- �U wQ Uxo w O �(D mo,) M � Q N C> Lu MEN MEN Now z 0 a U w 0 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 FENCING CONCEPT PLAN 4 CASE NO. ZA23-0049 M In O Q rn Io m W U) (M w 7- WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT II DOC. NO. D202115321 O.R.T.C.T. 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 D.R.T.C.T. N89°23'47"E 958.92' WARRANTY DEED WITH F— � F- VENDOR'S LIEN PROP. 4.5' ZEM PROPERTIES, INC. — TRACT I SIDEWALK �� DOC. NO. D202115321 —1 F — O.R.T.C.T. 777 "7 F FL PROP. 10' SIDEWALK LOT 8, H. DECKER NO. 438 ADDITION Q, L DOC. NO. D210108187 O.R.T.C.T. r WARRANTY DEED WITH J VENDOR'S LIEN LL MARK D. WILLOUGHBY AND WIFE, TRACY V. WILLOUGHBY VOL. 10439, PG. 999 O.R.T.C.T. J w PROP. 5.5' SIDEWALK � I J SPECIAL WARRANTY DEED LOT 9, H. DECKER �, MAGELLAN PIPELINE TERMI ALS, L P. N0. 438 ADDITION — - TRACT 4, CALLED 14.645 ACRES DOC. NO. D210108188 X DOC. NO. D2110111 It O.R.T.C.T. ` / O.P.R.T.C.T. I 15' BUILDING SETBACK — SPECIAL WARRANTY DEED EUSTOLIO C. GUTIERREZ AND DIANA GUTIERREZ, CO -TRUSTEES, OR THEIR SUCCESSOR(S), OF THE TOLO ANC DIANA GUTIERREZ TRUST CALLED 0.50 ACRES DOC. NO. D205088912 O.R.T.C.T. GENERAL WARRANTY DEED JENNIFER WANG CALLED 0.50 ACRES DOC. NO. D217279049 O.P.R.T.C.T. GENERAL WARRANTY DEED WITH VENDOR'S LIEN ROSALBA RAMIREZ CALLED 0.500 ACRES DOC. NO. D218033179 O.P.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN RALPH K. NEWTON CALLED 0.502 ACRES VOL. 12445, PG. 1497 O.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN REXANA E. OSTUNI CALLED 0.50 ACRES VOL. 1650, PG. 121 O.R.T.C.T. [n C`7 o 0 0 z r BUILDING 1 FFE 134,401 608.75 J LL J N J LL Fl F FL F �\ LLT Luf PROP. 10' SIDEWALK I / T PROP. 5.5' SIDEWALL I T I °I BUILDING 4 120,840 SF FFE = 604.00 TI 9 w PROP. 5.5' SIDEWALK I I g PROP. 5.5' SIDEWALK IJi ETI PROP. 10' SIDEWALK PROP. 10' SIDEWALK PROP. 4.5' SIDEWALK / PROP.4.5' SIDEWALK k�J PROP. 10' SIDEWALK f � GENERAL WARRANTY DEED r WITH VENDOR'S LIEN MAURO MARTINEZ AND IRMA MALDONADO CALLED 0.50 ACRES DOC. NO. D218210357 I BUILDING 2 O.P.R.T.C.T. - 188,132 SF FFE = 605.75 GENERAL WARRANTY DEED PROP. 5.5' SIDEWALK WITH VENDOR'S LIEN JTK DYER GROUP LLC CALLED 0.50 ACRES DOC. NO. D218199772 I SPECIAL WARRANTY DEED O.P.R.T.C.T. AGELLAN PIPELINE TERMINALS, L.P. TRACT 3, CALLED 0.483 ACRES DOC. NO. D211011162 J I LL l PROP.4.5' I �� }Iu o SIDEWALK ® • O PROP.4.5'71 — PROP. 10' SIDEWALK SIDEWALK -n r I PROP. 5.5' SIDEWALK SPECIAL WARRANTY DEED LLAN PIPELINE TERMINALS, L.P. ACT 2B, CALLED 1.250 ACRES DOC. NO. D211011162 - O.P.R.T.C.T. BUILDING 3 I 102,957 SF — — — — FFE = 601.00 SPECIAL WARRANTY MAGELLAN PIPELINE TE L.P. TRACT 2A, CALLED 0.3 7 S I I I DOC. NO. D21101 1 O.P.R.T.C.T. MATCH LINE SEE SHEET 2 SPECIAL WARRANTY DEED EXPLORER PIPELINE COMPANY CALLED 15.6 ACRES VOL. 5140, PG. 424 D.R.T.C.T. 15' BUILDING SETBACK LOT 1, BLOCK 1 FINA ADDITION CAB. A, SLIDE 1476 P.R.T.C.T. I PROPOSED LEGEND 12" W I R - PROPOSED WATER LINE s" SS PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE •CO PROPOSED CLEANOUT PROPOSED FIRE HYDRANT FIRE DEPARTMENT CONNECTION DOMESTIC WATER METER --1 PROPOSED GATE VALVE Fri WATER TEE WATER BEND GRATE INLET CURB INLET SD STORM DRAIN - SIDEWALK N 0 50' 100, GRAPHIC SCALE - 1"=50' Z L)Lu U� Q W Z = � Y O U J W J Z LLI /^J �/ / O Z U) oQ U~ O U r- N N oLo r- �C/) w c>n�o > w N O�cm mom M o Q N oUlj MEN MEN ■ ■ z 0 H a U w 0 Z w U) 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 PEDESTRIAN ACCESS PLAN 1 CASE NO. ZA23-0049 M Lo O Q rn Lo m w U) D a- (y) ,It W 2 momm" momm" momm" 7 10' UTILITY EASEMENT DOC. NO. D222280817 O.P.R.T.C.T. I 15' BUILDIN SETBACK I LOT 1, BLOCK 1, MUSTANG BUSINESS PARK DOC. NO. D222280817 O.P.R.T.C.T. 10' UTILITY EASEMENT VI DOC. NO. D222280817 O.P.R.T.C.T. PROP. 4.5' SIDEWALK V Pol m T T 1 -I PROP. 10' SIDEWALK BUILDING 2 PROP. 5.5' 188,132 SF SIDEWALK FFE = 605.75 PROP. 10' SIDEWALK � - I T I r o CITY OF SOUTHLAKE z I SEWER LINE EASEMENT I 15' EASEMENT VOL. 15073, PG. 375 O.R.T.C.T. AND J CITY OF SOUTHLAKE T r EWER LINE EASEMENT 15' EASEMENT VOL. 15073, PG. 376 O.R.T.C.T. PROP. 5.5' SIDEWALK r t � r r rl PROP. 10' SIDEWALK SSMH r Fl- PROP.4.5' SIDEWALK _ I I I 4� Z0�o �� 40010 LV Lo Ll I000 EXIST.5' CIAN M ti SIDEWALK c2 coo N o d o� z PROP. 5' SIDEWALK vv EXIST. 5' SIDEWALK y 0" T CITY OF SOUTHLAKE RIGHT-OF-WAY DEDICATION INSTRUMENT x CALLED 0.323 ACRES VOL. 16167, PG. 23 O.R.T.C.T. / EXIST WARRANTY DEED JOE L. WRIGHT, CITY OF SOUTHLAKE TRUSTEE ROAD RIGHT -OF -WA REMAINDER OF A CALLED 0.1 CALLED 30.750 ACRES EXIST. 5' SIDEWALK a� VOL. 8060, PG. 27 O.R.T.C.T. ®� D.R.T.C.T. 9'38"W 36.74' /"lzz SPECIAL WARRANTY D ED MAGELLAN PIPELIN TERMINALS, L.P. TRACT 5, CALLED 0.1 7 ACRES DOC. NO. D2110111 2 O.P.R.T.C.T. CF-SOUTHLAKE SANITARY SEWER EASEMENT EASEMENT NO. 2, 11.5' WIDE VOC-TZF395, PG-7G O.R.T.C.T. 20' UTILITY EASEMENT RETAINED IN SPECIAL WARRANTY DEED VOL. 15338, PG. 1 339°� T.C.T.a N82° 16'2TE 46.86 MATCH LINE SEE SHEET 1 SPEC ARRA TY DE� MAGELLAN PIPELINE ERIN LS, L.P. TRACT 1, CALLED 1 .800 ACRES DOC. NO. D21 J011162- O.P.R.T.G T. BUILDING 3 102,957 SF FFE = 601.00 r J LL LI I I I e PROP. 5.5' SIDEWALK °d PROP. 10' SIDEWALK J —T / LOT 1 / EXPLORER ADDITION DOC. NO. D220044871 / O.R.T.C.T. t / 71111/ / z PROPOSED LEGEND 12" WTR - PROPOSED WATER LINE / 8" SS PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE •CO PROPOSED CLEANOUT PROPOSED FIRE HYDRANT FIRE DEPARTMENT CONNECTION DOMESTIC WATER METER --1 PROPOSED GATE VALVE Fri WATER TEE WATER BEND GRATE INLET Li CURB INLET -SD- STORM DRAIN - SIDEWALK BENCH MARK LIST BENCHMARK #1: 304 SNTP - NAIL IN TOP OF PVMT N = 7,021,375.5421 E = 2,392,839.3138 ELEV. = 595.96 BENCHMARK #2: 309 SNTP - NAIL IN TOP OF PVMT N = 7,022,758.0460 E = 2,393,284.3600 ELEV= 602.84 N 0 50' 100, GRAPHIC SCALE - V=50' Z O w U) X Z J = � Y O U Lu J Z LLI �^^ VJ O ~ oQ � Z O U) U) CU r- N N 00 oLo rn �C/) w w� O�(D moo M z of N oUlj MEN MEN Now z 0 a U w 0 Z w O � U) 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 PEDESTRIAN ACCESS PLAN 2 CASE NO. ZA23-0049 M ,It Lo O Q rn Lo m w U) d (M M w 7- -- -- --- --- ~ \ \ \ I I PROP. RETAINING WALL LOT'I� SPECIAL WARRANTY DEED - -614� \ WARRANTY DEED WI H \ HEIGHT ± 16.5 FT EXPLORER ADDITION EXPLORER PIP LINq COMPANY \VENDOR'$ LIEN --DOC-.- NO. D220044871 \ CALLED 15.6 A RES \ ZEM PROPERTIES, I C. / \ I \ PROP. RETAINING WALL -VOL-. P . 424 TRACT II O.R.T.C.T. \ HEIGHT ± 14.5 FT / D.R.T.C�.. -614 \ DOC. NO. D20�2�1532 I i - -- - - - ��/ / \ \ \ T.C.T. I 10' BUILDING SETBACK J 613- END PROP. �612- RETAINING WALL � � E 2 TP 604.55 \ T-� \ TP 609.39 HT H IG N89°23'47"E 958.92' _ ± TP 602.20 - J 611- WARRANTY\EED'WITH I / VENPOR'SLIEN 1� ZEM PRO ERTIIN� �O°� - �- 6�$ i- 6oZ -� g03 _-LL ILI ZE TRACT I TP 603.36 ` \ DOC. NO D202115321 \\ \ I I I TP 608.62 / �o�, - - - - \ \ �O 601 602 603 I TS 608.75 TP 600.20 F F FL FL. TP 603.39 TP 605.53 / �'T - I TP 604.09 -6 e TP 603.36 / I �� 1 \ I I/ � I \ P` I \ ) TS 604.00 �OT 8, . DECKER / TP 608.09 -6 1 TS 604.00 - I ftION LL 6 l f .R.T.C.T. \ I I / / / / TG 599.25 \/ �, TG 602.89 / .63 _ / / I I j LL TG 607.69 / / / 606 / I / / r I \ I I GRADING LEGEND / / TP 604.75 TP 603.36 XI 1 I I I 405 PROP. MAJOR CONTOUR / 1 1 \ 1 TP 608.62 I TS 608.75 / \ I � TP 600.67 ' TP 610.19 I / -n I 309 / / � kz 1 I I 406 PROP. MINOR CONTOUR �O�WARR NTY EED WITH .;NTF - - - - _ RIDGE LINE I ITS 6)4.00 ______________GB__ GRADE BREAK NDO 'S LIEN I � / 11 1 MAR}ta . WILLQUGHBY AND I � I � I I � � \ � '- - - _ _ _ / � � WIFE, TRACY V WILLOUGHBY TP 603.36 a' I I I I I � FLOW ARROW -- VOL. 1�#039, PG. 99 / I TG 599.25 `�o0 / / O.R.T.C.T. / (% JJ I I T I \ i / i I S E IA I RRAN I I 405.00 PROPOSED ELEVATION T _ / \, 405.00± MATCH EXISTING ELEVATION PROP. RETAINING WALL I r I I I / / w ED HEIGHT ± 16.7 FT i - _ I I I I / / i � � 603� �� EX�L Fj�E��Ny IPELINE � MATCH EX. / PROPOSED RETAINING WALL �ECIAL WARRANTY E / \ \ OM � CALLED 1 .6 ACRE _ - 6JI TS 608.75 / / / / N PIPELINE TERMI ALS, L F. / VOL. 514 PG. 4�4 _ LOT 9, H 6ECKER 6y6� I I \ / TP 604.' I I \ / �Oo ADSI 0 6 // DOC. D21106141 CRIES / TP 601.47 602 - O.R.T.C.T. r - - O.P. .T.C.T. / / TS 604.00 I I I 03.36 TP 609.89 / / / / TP6 I 15' BUILDING SETBACK �� /�� TG 607.69 / / / / \ \ / � - r 0:) o / BUILDING 1 TG 602.89 1 11 / � �- 134- CI G / TG 599.25 TP 603.36 I I I TP 608.62 TP 608.09 SPECIAL WARRANTY DEED / - \ FIFE = 608.75 / / o 0 0 / o o / BUILDING 4 / - I I I EUSTOtiO-C. GUTIERREZ AND DIAIA 0 / p p p / p p -\ 120,840 SF y 1 GUTIERREZ, CO -TRUSTEES, / I TS 608.75 / / / FFE - 604.00 _ 6 - - I I � I 1 \ II I OR THEIR SUCCESSOR(S�AF THE TOL AND / 6 - - DIANA GUTJERREZ TRI�ST� / / \ / --CALLED 0.50 ACRE 5 I\ DOC. NO. D205088912 / bo 616 / \ / / / ' TS 604.00 CM M CD I \ \ \ TP 604.75 � TP 6 12.28 ( co co CD CD \ / 5 ILDING 1 ' BU SETBACK \ TP 608.62 I _ LL �NERAL WARR,&, h o / I \ \ / \ TP 602.43 DEED JENNIFEI�WANG p 11 _� / . J / TG 599.25 r f CAIEff0.50 ACRES Z / TP 608.09 \ J TP 603.36 I DOC. NO. D217279049 / 610- _ - - o.P.R.T.C.T. TP 609.66 / / / TS 608.75Pi 6o9r ' / / i I BEGIN PROP. - - RETAINING WALL .11 n 608- LL / / / HEIGHT ± 1.0 FT - - TP 604.75 / / i TS 604.00 TP 602.37 TG 607.69 , -60� / TP 603.08 / I LOT 1,\BLOCK 1 - GENERAL WARRANTY / � / T � I I FINA ADDITION DEED W VENDOR'SJ�4EN / / I / �p6' -- I �7 t CAB. A, SLIDE 1476 \ Roe Z P.R.T.C.T. CALLED 0.50OWCRES DOC. NO. D218033179 / / I // o P R.T.C.T. TP 608.62 TG 599.25 I \ TP 609.36 _ / \ TP 603.36 I I EXISTING LEGEND. TS 604.00 ,d 1 - - - - / TP 608.09 l -_� _ J _ I \ -� I - - PROPERTY LINE - - TS 604.00 \ / TP 609.2 TP 608.50 TS 608.75 _T \� � � �� - � � --- \ - - - LOT LINE WARRANTY DEED WITH � 9 TP 608.62 I TS 608.75 J � TS 603.80 - --- TP 602.21 -VENDOR'S LIEN FG 606.89 TS 608.75 TS 608.75 - FG 606.89 TS 603.80 TS 603.8_ TP 601.85 I EASEMENT LINE / RALPH K. NEWTON �� _ 3 --_ __ _- 602 \1 I 46� MAJOR CONTOUR LINE - CALLED 0.502 ACRES/ 461 MINOR CONTOUR LINE J I, TP 606.20 ^ TP 603.19 OHE OVERHEAD ELECTRIC VOL. 12445�pG-1497 - k TP 601.08 1 _-O.R rt.C.T. TP 605.66 - TP 598.52 -1 TP 601.08 I FL FL TP 602.06 - - B 60 I FENCE o� � � TP 597.98 _ �- -_- - TP 600.54 o - wM(D WATER METER o g05 g0� 00 00 , ` O TP 600.75 TP 604.90 - �- TP 601.82 9"! O ^ Wvo WATER VALVE I ® VAULT VE R CIE TP 605.08 1 TP 602.00 _ TP 597�41_ TP 597.59 TP 600.44 TP 600.- IRRIGATION CONTROL VALVE WARRANTY DEEDWITHTP 606.33 CVO /RE ANA E. OSTui� TP 607.16 0o TP 605.29 / _ __ � , \ I TP 599.40 I/ r J FIRE HYDRANT CALLED 0.50 ACRES - - - - _ - - / TS 605.75 TS 605.75 - - - - - TS 601.00 TS 601.00 I FIRE DEPARTMENT CONNECTION VOL. 1650, PG. 121 / TP 605.18 I'I I I - 1- _ - - - _ - I TS 601.00 \ so TP 600.34 _ �-1 _ � GUY WIRE o.R.T.C.T. � // TS 605.75 \ � � � � � SIGN % TP 605.22 I I I I / \ l�9 ll III TG 596.25 \S\1.00 \� �� so�69y 9 \ \ \ .� I I / I II PPS POWER POLE TS 605.75 I I I I I I I III I � �\ � `\ soy o\ � TS 601.00 / � GM° LIGHT POLE I GAS METER GENERAL WARR�NTYDF-ED / I / \ I 1 t ` 1 I - - I I I I I I � \ �6� IJ \\�, I ` CVD GAS VALVE WITH VENDOR'S LIEN J / / I ` - I I I\ _� 7� I I • MAURO MARTINEZ AND III I I I \ I I I = = \\ J SSMH SANITARY SEWER MANHOLE IRMA MALPONADO I J I TP 601.75 I I ° SPECIAL` ARRANTY DEED - CALLED 01l50 ACRES \ / I I I I \ \ I I I I I I I I TP 597.00 LLAN PIPELINE TERMINALS, L.P. --�c SSCOo SANITARY SEWER CLEANOUT DOC. NO'D218210357 TG 604.37 I I I I BUILDING 2 o I I RACT 2B, d� �,1.250 ACRES TP 599.25 I _ \ EM❑ ELECTRIC METER / I I / DOC. N 011162 \ L EPB ❑ ELECTRIC PULL BOX �.i�R.T.C.T. - I TS 605.75 - 188,132 SF � I I I I I FFE - 605.75 l - I I I I� O'P'' \ BUILDING 3 a \ EJB ❑ ELECTRIC JUNCTION BOX I III�I ,I,J \� TP599.20 ` `co \ \� 102,957 SF \ o - - - - - TP 604.92 I I I «« via-� - - - - CURB INLET r o0�0»>, \� FFE = 601.00 \ \ 18" RCP STORM SEWER LINE I I I I I I TG 596.25 GENERAL WARRANTY DEED TP 605.09 I I / I 600 \ MAGPECIAL W TP 600.35 ��- w I I Ex. 8" W WATER LINE WITH,GENDOR'S LIEN f I I I I) ( I I I / \ \�\ \ L, \ 1 Ex. a" ss SANITARY SEWER LINE _,JTK DYER GROUP LLC \ / I 606 / I r CALLED 0.50 ACRES ` I C C J I I I \ \ \ I / ' ICT 2 C TS 601.00 l I \ EX. GAS GAS LINE I / S I L Nil' r I I I I / \\ /\ DO .'NO. D211011 I p I DOC. .P. D218199772\ I L F U DEED-_ o (� I I I I II �� / I /// O.P.R.T.C.T.- O.P.R.T.C.T. j AGELLAI� I I TERM(NALS, L.P. so7- / Z 00 \ , / �E 1 - \ I ►� III ` I /�/ I / TRAM I� D 0.483ACF�S \ TP 601.75 � CJJCp Q 1\11162 ` ` / \ I I I I I I I TP 597.00 .�.�T., MATCH LINE BENCH MARK LIST BENCHMARK #1: 304 SNTP - NAIL IN TOP OF PVMT 5421 SEE SHEET C2.02 N=2.392.839.3138 E = 2.392.839.3138 N 0 50' 100, GRAPHIC SCALE - 1"=50' Z O w U)>- Q W Z -1 I- Y O U J W J Z W VJ ~ Z U) OQ U~ O U r- N N oq rn �c/) w U) w Cl oP 04 mom M z Of N CD Lu MEN MEN Now z 0 a U U Lu 0 Z w O � U o w rzo r-r 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: JULY, 2023 DRAWN BY: CAD CHECKED BY: KEF SCALE: AS SHOWN SHEET TITLE GRADING PLAN C2.01 CASE NO. ZA23-0049 M Lo Q rn Lo m w U) D d (M M W 2 ?6 �1� BUILDIN SETBACK �605- -' 604 - / I / e031 END PROP. RETAINING WALL HEIGHT ± 4.0 FT Eo - , 604 co / ° z LOT 1, BLOCK 1� MU-ST-ANG BUSIWESS PARK DOC. NO. D222280817 O.P.R.T.C.T. 603 596- PROP. RETAINING I l WALL HEIGHT ± 7.0 FT I SPECIAL WARRA ,NTY D ED ^S MAGELLAN IPELIN TP 601 TERMINIALS, L.P. TRACT 5, GALLED 0.1 7 ACCRES / DOC. r. D2110111 2 I O\P.R.T.C.T. ` JBEGIN PROP. / RETAINING WALL HEIGHT ± 4.0 FT � �C '10 WARRANTY DEED JOE L. WRIGHT\ TRUSTEE \ r REMAINDER OF A CALLED 30.750 ACRES I /� VOL. 8060, PG. 27 I D.R.T.C.T. / Ira - •0 i1111111=01, - •1 1• MATCH LINE SEE SHEET C2.01 \ LOT 1 EXPLORER ADDITION V DOC. NO. D220044871 O.R.T.C.T. I /I 1 / 'I I 9 15' BUILD G - \ SETBACK / �v I/ / 1 HEIGHT ± FT / - I TP 597.75 95 \ I I TP 601.75 / r - - E95 TP 598.22 TP 605.09 TS 605.75 \ I - TP 597.48 LL / r TP 596.98 \ 5 TS 605.75 TP 600.24 01 FG 605.75 / / r � �� // / / / TP 605.21 / TS 605 TS 605.75 FG 601.55 J o TP Al \ TP 602.75 > TP 601.88 602 V� �� - � I ��/ TP 601.29 TP 601.14 TP 598.42 s�,Q - 9'38"W \ 36.74' TS 605.75 l \ - _ 6os -fEtL R gN 51- = J� \ JJ----= 606- D Z;=- �� / \ v \ `- - - 5yy� � - - - - _ _fib _ i TG 596.25 l\ 1 / TS 601.00 TP 605.09 ^ BUILDING 3 i ,596 �- -- - 102,957 SF TP 600. 604.39 FIFE= 601.00 \ I ` \ I o � � g,,- TP 601 75 (o 5g5 I I I ^I // J I I I I l TP 597.00 \ I,19. sfv� -595I' J /_ I I; nno I I I IJ Tl l i T! I 1 11I _ c�c�5;(oo S 605.75 I I luuJuh� TG 596.25 / III LIIII TS 601.00 TS 605.75i III BUILDING 2 I III I / -n \ -�( I `- - I I 132 S 188,F I � ( 1 � I '� � > \ � I I� I ` � �. TS 601.00 � III I FFE = 605.75 TP 605.091 IIII I I TS 601.00 .0- 0 -S10TP 601.75 TP 597.75 TS 601.00 T600 590 9598.32 5595^r°yo TP 599.04 Inc \I�Z7 \ _ -ouu :::::J TP 598.92 1 - _ -599- ='i - - \ �/ / I I I TP 595.37 S - Sy8 -r---- TP 605.09 0) TP 594.92 , - TS 605.75 J TP597.75 S9 I TP 597.29 TP 596.54 TP 598.34 _ co BEGIN PROP. RETAINING WALL END PROP. RETAINING WALL %o HEIGHT ± 5.0 FT o' �' / b(6 FG 586.69 . ®®� I'/P-A� / II / � \ O�j / 58 / / 304 �O� / .� , 1 IvsI�TP .moo I ( I \ /� QOQpO c, I \\ 597.28 I // / / �� 1 \�Q �Q'\ G� 0. -PROP. RETAINING WALL / /�� Q O' P• HEIGHT ±8.5FT /% 0000 // / I Nk ,B ILDI ACK / I I i \ 1 GRADING LEGEND �405 - PROP. MAJOR CONTOUR 406 PROP. MINOR CONTOUR - - - - - - - - - RIDGE LINE ---------- ---GB-- --- --- --- --- GRADE BREAK FLOW ARROW 405.00 PROPOSED ELEVATION 405.00± MATCH EXISTING ELEVATION MATCH EX. PROPOSED RETAINING WALL - > > PROPOSED SWALE EXISTING LEGEND: - - PROPERTY LINE - - LOT LINE EASEMENT LINE 46D- MAJOR CONTOUR LINE 461 MINOR CONTOUR LINE OHe OVERHEAD ELECTRIC FENCE wM(D WATER METER wvo WATER VALVE ® VAULT Cv� IRRIGATION CONTROL VALVE FIRE HYDRANT rC FIRE DEPARTMENT CONNECTION Q GUY WIRE z SIGN PPS POWER POLE LPo LIGHT POLE GMo GAS METER Gv0 GAS VALVE SSMHO SANITARY SEWER MANHOLE SSCoo SANITARY SEWER CLEANOUT EM❑ ELECTRIC METER EPB ❑ ELECTRIC PULL BOX EJB ❑ ELECTRIC JUNCTION BOX o CURB INLET 18" RCP _ STORM SEWER LINE - - EX. 8" W WATER LINE EX. 8" SS SANITARY SEWER LINE EX. GAS GAS LINE BENCH MARK LIST BENCHMARK #1: 304 SNTP - NAIL IN TOP OF PVMT N = 7,021,375.5421 E = 2,392,839.3138 ELEV. = 595.96 BENCHMARK #2: 309 SNTP - NAIL IN TOP OF PVMT N = 7,022,758.0460 E = 2,393,284.3600 ELEV= 602.84 N 0 50' 100, GRAPHIC SCALE - V=50' Z O w U)>_ w Z J =-0 Y U Lu J Z LCJ �^^ VJ O ~ Z O U) OQ U~ U N N oq �n �U w U)>� wo O(D mOv M o z Q N oUlj MEN ■■■ ■■■ z 0 a U w 0 Z w O � � o LLI � 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: JULY, 2023 DRAWN BY: CAD CHECKED BY: KEF SCALE: AS SHOWN SHEET TITLE GRADING PLAN C2.02 CASE NO. ZA23-0049 co 10 Q rn Q0 10 cc LU 07 Z) M M Lii ('M N O N N U) Q u.i Q 0 ri v w 0 M U m m 0 0 Q U 0 J 0 0 M 1O 0 O 0 Q 6i 75 Q z Lu J_ LL I j/ \ II I �J I I T 1, OCK 1 SPECIAL WARRANTY DEED FINP�A 1 ION MAGELLAN PIPELINE TERMINALS, L.P. SLIP 1476 TRACT 2A, CALLED 0.357 ACRES P 1� T•�•T) DOC. NO. D211011162 O.P.R.T.C.T. EX GA E GA EX GA _ \ x „ pz" �� n-soo \ � N1M\2T pp}} � ii2l \ ii�l X iiEl XE lii2l. X� 7L=7 BL \ \ I / SSMH \ 310 26 o�\ 1 \ \g` ECIAL WARRANTY DEEI / 4j0 MA (\ \ GELj% LAN,P(PECINE -rERMINA S' lg I/ \ �, S Iwy 1 TRACT B, CALLED 1.250 A SN �/ oo 1\ I I I I 1 0 -' I ) DOC. NO. D2110111 \ E A _ \ \� 0CID\ I \ 0.P.R.T.C.T. I( QQ 1 \,II. \ \ I I \ \ \ \ \ \ I I w SPECIAL WARRANTY DEED— N�o �p,r -E DE L--O.RER-PEL1N-E C WAtJY \\ \ \ \ \ \ J II III �I IIII _A�- RED _ � L-.5 40ZPG. 424 \--w \ \ \� �\ \ \ �cc 1 D.R.T.C-T. \ I F� W R`� � I r� ) 'MAGIELLA IPEAINE TERM ALSVL.P.- 1 TR�L T 4, CALLED 1�645 ACRES EX-1 s� / I II I IIII ( 60 \ / O 1 `OC 4 .RN1101'1162 \ ) I IIII I \ I I / TICT EX�LOFVR ADDITION I \ \ \ \ \ 33.77 152.E I I I I II I I HMIs I I I I DOC\NO. 200 4871 \ / \ \ \ \ \ \ I I I I% " III ISMIs D O.R.T.C.T.� \ \ \ \ \ \ \ \ \ l 0— �\1 \ /► f I � � � \, � \ � �� I � AIM' I E S S M i Ll4 1 \ III I I 1 1 � i I NQ0 5 1� 1 1424 I �AR�FATY�EED-WITH zz zEM ROOINC. / /VELDq R' �LIEN l ERTIES, INN ( / � TRACE I I N, D2021' 5321 / WARR NT%��r D E WITH I V ND6R' LIEN�NC( ZEM PRO E TI S, \I I /I (/ I I TI �T(( l ( I I J I I\ I\ \ 11 LOCI. N . D202115321� L T i, H. IDEC�KE I I )N 438/ADDITIN / / J 7C.�O.b2l�lr`117O.R.T.C.T. ` 1 l I \ /V ARIiANI Y OE TH OT%H. DECKER \ I\ I \ \ \ \ N ��`0 1 1 ( ) I I \ V�NDOR'S LIEN ` \ O. 8 DDITION I 6. WfLLO GH Y AND \ OC ODD 10108188\�A�K FE, T� ACY V. WILLOUGHBY \ .R.T. .T. \ �,��N&Al- W% R NTl' I \ G� E�ZA WA RANDY / J VOL.�0439,\PG. 9 9�� \� � ED J NNIF R ANC�S I D�ED'WITH�ENDQR'S LIEN /R.T.CT. \ ��,�a, 1 J� 1 I i \ \ \ \ s� \CALLED 0.50 CRE}}�� t I R SA�LB RA IREZ ( ! ( I \ Si?ECIAL WAIR TY DEED j ��;,� �9 DSO . NO. D21 27�049 I ICA�L D500CRES) EUSTO 10 C. Gl7TIE I E7� AI D A A UTIERREZ, CO -TRUST ES �' ' .P.�.T.C.T. I I �O . D21 033179 I 00 \\ \ I OR THEIR SU£CE SO (S) OF\ THE O O ND �IANA U�I�RF� R I T \ \ \ \ \ \ 1 I I I I / O.P R.T.C�T. I / ) / �4L�E 0.50�A RE / \ \ Oc. \N 2050�89 2 EXISTING DRAINAGE AREAS AREA C CF C*CF Tc I Q COMMENTS 1.25 15 100 100 (acres) (min) (in/hr) (cfs) EX-1 33.77 0.41 1.25 0.51 15 8.02 137.64 DRAINS TO CULVERT \\ \\ \\\ \\ \ \ \\\ \ DRAINAGE AREA DESIGN CRITERIA \ r f\v DRAINAGE AREA DESIGNATION Al 0.56 1.55 AREA IN 100-YEAR RUNOFF ACRES Q100 =C I A C = Runoff Coefficient = Refer to Drainage Area Table 1100 = Rainfall Intensity = 9.24 in/hr for 10 min time of concentration A = Area in Acres LOT 1 I EXPLORER ADDIT I\\\/j--\�—\EXISTING DRAINAGE LEGEND \ DOC. NO. D220044871 0.R.T.C.T. off DRAINAGE AREA DIVIDE E FLOW ARROW A 0 I \\ IS U 302 s i L \\\ O - - OH 1 EL \ \ \ O I — —==EEql" =�IIIII 10, \ / ICI / 3 li IfE oSc TIG Et I 314 SXTP o \ 0� IIII I III \ n I TG R I ECIAL W RRA TY \ T \ r L\ i� AN PIP LINE TE i `' ; `\ O vv 1,C LLED 16.80 —I—1 j u�,rn \ ((((0 �''� DOC O. D21101116 II C� .R.T.C.T. a`' EL� L \\ ®Xz is \ v [� �� ErEL T BL \ \ \ EXISTING LEGEND: ACT � , -CAL I -a A � 1 \ W RR TY \ E E� —� �589 ' \ \\ \ \ 4 6 � C. NOJ D2110111 �o J HT, �3n7 E \5��38��E 461 �P,R.TtT. 1 "-l' e ,TF \ S9 374`- B 1 OHE REMA14D OF �A LL I� 0 ACRES s9\ GI 7 \ I j s �\� 4-1 J N00 51 47 W6 // 5 �g3��i 1 PErnO F77Wvo — — — ��sstio-a cv� 566�8' _ — N00°53'4-67 4 .78'F\-777- - EN ARDEE \ � WI H V NDpRLIEN_\ 370 09"E \ 6� �� < PPS 1 TK DYER GROUP-L� �o �— 55. 1 0 �O \ \ \ - \ �l. \ ALL�D 0 50 A�RES so '` \ I \ \ l G III Clo �Po \ C. NO. D2\1819%772 \ \ \ O.P�R.T&.T. `�' \ I I TPECIAL WARRAf T E D �� \ovoII 1 MAGEAN PIPELINE TERMINALS L.P// S9� M I o \ ssMHO E E�AL VARRANT`�' DEED I / �TRA�T OC. NOLLDD0.16 21 0111 62 C��S // IS66 26 25 E \ Sscoo �fH VEND R'S LIEN \ I �j / 46.62 , (1 \ M URq MARTTINEZ A(`ID ` I � ( \ \ 0.P.R.T.C.T. 82 1�'2, , I I VO \ EB❑ ( IRM MALD NADO \ I \ 46 / G \ EPB El CALL/ D 0.50�ACRES ` 1 I \ \ \ I i % \ \ EJB ❑ OC•OP.RT18210357 \ \ \ \ / I \ B�RCP I \ \\ \ \ / \ I I I �\------- WAR'kANT DEE WITH \ \\ \ \ \ I / \ , �0)� \ EX. 8" W V N DO 'S L \ \ \ \ ~ I I / / \ \ EX. 8" SS NA OSTUIW \ \ \ \ \ v \, _ — \ EX. GAS CA LED 0. ACRES IOT 1 BLOCK 1 \ I I VO 1650, P . 121 \ MI�STAI%G, ESS PARK \ �.R.T.C.T.A V A \ D NOVD222 808, 7 V \\ I I \ A V V .P.R\T.C.T \ � I �ARkA\NTY DEED WIT i \ \ \ \ \ I I \ VEN R S LIEN \ _� RALPH K. NEWTON CALLED 0. 02 ACRES \ \ \ \ \ YOL. 1244, , PG. 1497 \ \ \ \ \ \ O.R.T.C.T. 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 0 100, 200' GRAPHIC SCALE - 1"=100' z O w U)>- Q w Z J=-0 LU U W J Z LU O z O U) oQ U~ U N N 00 oLO �n �C/) W w�o W o�04 mZ.m M z Q N oUlj MEN Now Z 0 H a U U LU 0 Z LL o� U o LU 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 EXISTING DRAINAGE AREA MAP C3.01 CASE NO. ZA23-0049 co L0 0 Q rn c� W U) Z) M u.i \ WARRANTY ED VENDOR' LIEN WI�"H \ ZEM PROPER IES, I 12 C. TRACT II \ 1 1 \ DOC. NO. D20�2�1532T I 1 \ \ Q.R.T.C.T. WAF2RANTY�EED�VITH I VENDOR'SLIEN \ I \ ZEM PROPE��RTIIE�, INOt DOC. NO. D202115321 \ I NI \ go- OT 8, . DECKER \ �N0.43 AADD 1ON 0 f 0 I T.C.T. \ ( I I I I \ A-8 - N r 0.49 4.19 / I❑ 85WARRA� Y EED WITH I I I i NlO LIEN MARK6 WILLQUGHBY AND / WIFE, TRACY V WILLOUGHBY / - - -- VOL. 1�#�39, PG. 99 �O.R.T.C.T. fp I Y _ LOT 9, H-6ECKER --DOC(4O D2101 os s / '0 ' i - O.R.T.C.T. -- / 16 BUILDING SETBACK 00 1 A coo co / _ -- SPECIAL WARRANTY DEED 0.49 4.19 EUSTOtiO-C. GUTIERREZ AND El GUTIERREZ, CO -TRUSTEES, I T OR THEIR SUCCESSOR(S F THE T" A1VD / / s DIANA-CA ED 0.5�EZ TRI�ST -CALLED 0.50 �CF�ES _ DOC. NO. D20b088912 / e0 ^?-61 -O R.T.C.T. -G-ENERAL WARl on DEED JENNIFEI�-WANG o / CAI-LED-0.50 ACRES o �l NO. D217279049 z i O.P.R.T.C.T. / GENERALWARRANTY / DEED WIT VENDOR'S�EN / I 0.49 4.19 RO ALBA RAM IREZ / CALLED 0.50OWCRES / DOC. NO. D218033179 O .R.T.C.T. / / U WARIY DEED WITH 'VENDOR'S LIEN / RALPH K. NEWTON I �o - CALLED 0.502 ACRES VOL. 12445, PG-1497 O. . .C.T. I I - - 141� WT WA RRANTY DEED WITH E END IE E S L E. OSTU /RVANA " CALLED 0.50 ACRES p VOL. 1650, PG. 121 O.R.T.C.T. i / m A-5 N GENERAL WARRANTYD_EED / WITH VENDOR'S LIEN J 0.74 6.32 MAURO MAR'TINEZ AND IRMA MALPONADO CALLED 0//50 ACRES J m DOC. NO D218210357 (n _C .P.R.T.C.T. I / GENERAL WARRANTY DEED p WITH_YENDOR'S LIEN U _,JTK DYER GROUP LLC � 06 / I - CALLED 0.50 ACRES DOC. NO. D218199772/ / O.P.R.T.C.T. / / p rn m / N -X / \ - -614� - - _ _ w DRAINAGE AREA DESIGN CRITERIA LOT'(- SPECIAL WAR, RANTY DEED - - EXPLORER ADDITION EXPLORER PIPjELINq COMPANY I Q AOG. NO. D220044871 \ CALLED 15.6 A RES C� O.R.T.C.T. --VOL-. 140, P 424 l _ _614 DRAINAGE AREA D.R.T.0 - 10' BUILDING SETBACK � / J / _ � 613- DESIGNATION Al _ � _ _--� / / / -- - - - - -___ ✓� 3 4. 05 31 N89°2'E 958.92' = 611- z- - / AREA IN 100-YEAR RUNOFF Lu�- X X ACRES 0 / BOO "t B-14 h D� / - 10 � 6 B 60 - F 0100 =C I A 0.58 4.95 2" WTR 12" WTR i�2" WTR 1 WTR 12" WT R ___ 12"-WTR 12" WTR / X B-15 .� / w C = Runoff Coefficient = Refer to Drainage Area Table O / 00� 601 1100 = Rainfall Intensity = 9.24 it for 10 min time of concentration IV zFL 0.64 5.47 F F FL F � { A = Area in Acres ,6 8 w C-6 / 18"P I I / 6 - 0.44 3.76 B-1 I -- PROPOSED DRAINAGE LEGEND 2 CP 3 606, l 1.84 15.72 / /� ca9 w DRAINAGE AREA DIVIDE ME. NNE. 0 -..NNE1 FLOW ARROW LU co B-12 T _U 1.86 15.89 /6�IN MMMMMF 0 / LL PECIAL WARRANTY DEED 27" RCP / rl I I ❑ MAGE LAN PIPELINE TERMINALS, L F. y) TRACTDOC�NO� D2114064� CRES � / � � � � � X LU v P C-5 ivy PROPOSED LEGEND / BUILDING 1 / 601 I �- 134,401 SF 0.34 2.90 m I / I FFE = 608.75 / / 0 0 0 / o B-11 BUILDING 4 I I ( 12" WTR �s D PROPOSED WATER LINE 120,840 SF - I 1.86 15.89 /, FFE = 604.00 6 - = I w 1 I I I 8" ss PROPOSED SANITARY SEWER LINE -5 \ jI i PROPOSED SANITARY SEWER MANHOLE 27" RCP � ( � o I l •CO PROPOSED CLEANOUT � � � � � � PROPOSED FIRE HYDRANT U �i�F" \ 15'UICbING SETBACK � / \ \\ N D FIRE DEPARTMENT CONNECTION cp DOMESTIC WATER METER - 610- - - - , / / ��B-10 / / \ \ I PROPOSED GATE VALVE _ � 6 609� / �86 15.89 - - \\ / I C-4 I WATER TEE 608- / I J WATER BEND U- 27° RCP I / / / 0.34 2.90 D o D GRATE INLET O 1, BLOCK 1 0 \ U- / / I I ''I 1 AADDITION CURB INLET - 6 - � � � - � � � I C . A, SLIDE 1476 ` \ / I III I C) l I .C.1. \ sD STORM DRAIN j- -so5� _ J B-9 °� II 7� / ' w - 1.51 12.90 I I \\ EXISTING LEGEND: �71 - -- D PROPERTY LINE o\\w\ LOT LINE o EASEMENT LINE - 3 6 \I m 46� MAJOR CONTOUR LINE 4�61 MINOR CONTOUR LINE OVERHEAD ELECTRIC Ex V 60 X r FENCE -05 css O \• �y- So E S B-8 -�-- ) wM� WATER METER 6 60 O o o rn 9 E-x S9 -� 5 ss 8 0.71 6.06 Wvo WATER VALVE " --- rn i 12 \ �o o ® VAULT 77M p v T[7_ - m �� 7 - IRRIGATION CONTROL VALVE 0 ❑ FIRE HYDRANT / p \ E) roc FIRE DEPARTMENT CONNECTION - X oHE Q GUY WIRE \ z�sS- E ss EX SS SIGN P , 699 9 I PRC POWER POLE B-7 � � �soo, LPo LIGHT POLE I I I I II I I� I O 2.71 23.15 �� .� I I I I GM GAS METER Gvo GAS VALVE SPECIAL (RRANTY DEED \� I I SSMHO SANITARY SEWER MANHOLE � SSCoo SANITARY SEWER CLEANOUT / I BUILDING 2 �' I \ I ( I I I I I I LLAN PIPEL E TERMINALS, L.P. I --� RACT 2B, bAl h 1.250 ACRES I '- \ EM❑ ELECTRIC METER monse13t�F �� u.L I l I�b�11010F92 L N EPB ❑ ELECTRIC PULL BOX / I FFE = 605.75 U I I O.P. C.�. C-3 BUILDING 3 - - - \ EJB ❑ ELECTRIC JUNCTION BOX I I \ o CURB INLET "C°�� 102,957 SF 0.40 3.42 Q - ccccoccDo»» 8" RCP �`"°`°CCO`O"'' \ FFE = 601.00 c0 \ STORM SEWER LINE III UIr � � �------- nn. 600 � � � MAGPECIAL � ROE T = -�- X I I rB-6\V� L!P. EX. 8" W WATER LINE U A w \ Ex. $" ss SANITARY SEWER LINE -TRACT2 CA D0.3 S� I L ��All DEED �% I 1.86 15.s9 \ /� DO ENO. D2�,1011 N� , I ) Ex. GAS GAS LINE Rf�AGELLA� �I� LII TERMINALS, L.P. s0�- / Z 60°� \ LL I I I I `v / I /// O.P.R.T.T. N / TRA I , 1 E�0.4831 ACI DS 1 / \ I I I I I 7" CP _ / / 'CpG�` D1�11162 ( O.P. - MATCH LINE SEE SHEET C3.03 BENCH MARK LIST BENCHMARK #1: 304 SNTP - NAIL IN TOP OF PVMT N = 7,021,375.5421 E = 2,392,839.3138 ELEV. = 595.96 BENCHMARK #2: 309 SNTP - NAIL IN TOP OF PVMT N = 7,022,758.0460 E = 2,393,284.3600 ELEV= 602.84 N 0 50' 100, GRAPHIC SCALE - V=50' z O w U) Q W Z = � Y O U J W J Z W r n VJ O z U) OQ U~ O U N N pq rn �C/) w o w o�T m0� M z of N oUlj MEN MEN Now z 0 a U U w p 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 PROPOSED DRAINAGE AREA MAP C3.02 CASE NO. ZA23-0049 co O Q rn Q0 L0 cv w U) Z) M W 2i IM ?s, i z- - �1�' BUILDIN SETB CK �605- - � 604 - I - 605 --LO �r oo� � L0 z / o z � oo / / LOT 1, BLOCK 1f MU-STANG BUSINESS PARK DOC. NO. D222280817 O.P.R.T.C.T. - - 597 i / SPECIAL WARRA Y D ED MAGELLAN IPELIN TERMINIALS, L.P. TRACT 5, GALLED 0.1 P7 ACRES DOC. �40. D2110111 2 181, �2 a'P.R.T.C.T. I J � .s �\ d(.6 io NCO � \\ \ \ O > WARRANTY DEED JOE L. WRIGHT,\\ / TRUSTEE \ / REMAINDER OF A I �� CALLED 30.750 ACRES VOL. 8060, PG. 27 D.R.T.C.T. 0 U 0 mJ I A-4 0.53 1 4.53 V I " vim filmUm 1 MATCH LINE SEE SHEET C3.02 1 604 7-' 760=77 7-1 L1/ARR 7jj 984 f f - TRACT-1 I OD - (( 596 x / B-5 BUILDING 3 O 15.89 II FFE 9601� 0 II" III 0 595 rn rn 1 �27" RCP LL / II I I T d 7t, 1 I "' s foo Aso g1 I �\-595' �(� / J !,II;I nnn II'll��)�I / � glIcCC `°0.1 i :oD I �/ / III 3 s9s 595 luJIL I I I BUILDING 2 -�((\ `- L I I s I I I I I 188,132 SF I I ( B-4 D) \ 77 J \ S �j III I FIFE= 605.75 I I "9s 1.81 15.46 f I ) l I I f-\' 596 595- J I J) I I I I II .�. ( Dyo \ -coQ .I� 7 / U ' IBM0 r flu U, Y �i �Illlli r ■YII'I ■ wj I ■ ' An Uj ;on d W, ■ �N lY DRAINAGE AREA DESIGN CRITERIA DRAINAGE AREA DESIGNATION Al 0.53 4.31 AREA IN 100-YEAR RUNOFF ACRES Q100 =C I A C = Runoff Coefficient = Refer to Drainage Area Table 1100 = Rainfall Intensity = 9.24 in/hr for 10 min time of concentration A = Area in Acres PROPOSED DRAINAGE LEGEND DRAINAGE AREA DIVIDE M FLOW ARROW Q \-o a c9 698 \ \ 15'BUIL G/- SETBACK / - / /I // U I� PROPOSED LEGEND - 4 RI \ `� - 12°wTR PROPOSED WATER LINE 8" ss PROPOSED SANITARY SEWER LINE _ _ - 95 PROPOSED SANITARY SEWER MANHOLE POND / ��`///� / 9 CO PROPOSED CLEANOUT 2.08 17.77 PROPOSED FIRE HYDRANT L - _ AP /�Z /�/ , / / / FIRE DEPARTMENT CONNECTION 590 �/ �� ////� / / / / / DOMESTIC WATER METER PROPOSED GATE VALVE B-1 J _ _ / WATER TEE f 1.80 15.38 WATER BEND � / � / I � GRATE INLET �� j/ M CURB INLET PROPOSED DRAINAGE AREAS SD STORM DRAIN O 1 •('�B mini �\ •' �,� 1 4 �131 ®®--rim - 12" WTR 593 OQ I� ° 9'38"W \ 36.74' 0- C) 0 AREA C CF C*CF Tc I Q COMMENTS 1.25 10 100 100 (acres) (min) (in/hr) (cfs) EXISTING LEGEND: pp O 0.53 0.70 1.25 0.88 10.00 9.76 4.53 DRAINS TO CURB INLET ON SAG - - PROPERTY LINE A-2 0.75 0.70 1.25 0.88 10.00 9.76 6.41 DRAINS TO CURB INLET ON GRADE - - LOT LINE 12" TR ~ 12" VTR �/v/ / / / / , � j / - - - � -- / A-3 0.31 0.70 1.25 0.88 10.00 9.76 2.65 DRAINS TO GRATE INLET EASEMENT LINE OS-1 / / / / / A-4 0.53 0.70 1.25 0.88 10.00 9.76 4.53 DRAINS TO GRATE INLET 46 D MAJOR CONTOUR LINE 0.88 10.00 9.76 6.32 DRAINS TO GRATE INLET 461 MINOR CONTOUR LINE 15.46 / / / / / / A-5 0.74 0.70 1.25 OVERHEAD ELECTRIC A-6 0.49 0.70 1.25 0.88 10.00 9.76 4.19 DRAINS TO GRATE INLET r oHE r FENCE ♦ O �/ � / / / O� / //f A-7 0.49 0.70 1.25 0.88 10.00 9.76 4.19 DRAINS TO GRATE INLET WM� WATER METER / 5, / f/ L / f / / A-8 0.49 0.70 1.25 0.88 10.00 9.76 4.19 DRAINS TO GRATE INLET WVO WATER VALVE / 58 GO�Q� I / �/ ® VAULT / 8 / Z 3Y64 �0�, / N B-1 1.80 0.70 1.25 0.88 10.00 9.76 15.38 DRAINSTO CURBINLETONSAG C � IRRIGATION CONTROL VALVE I FIRE HYDRANT / �� / )�S �TP G4�� ' / B-2 0.57 0.70 1.25 0.88 10.00 9.76 4.87 DRAINS TO CURB INLET ON SAG roc FIRE DEPARTMENT CONNECTION Ay OIO `��i / I / B-3 1.54 0.70 1.25 0.88 10.00 9.76 13.15 DRAINS TO CURB INLET ON SAG GUY WIRE ppG B-4 1.81 0.70 1.25 0.88 10.00 9.76 15.46 DRAINS TO GRATE INLET z SIGN �p6� G'�' �Q) B-5 1.86 0.70 1.25 0.88 10.00 9.76 15.89 DRAINS TO GRATE INLET PPS POWER POLE �Po LIGHT POLE B-6 1.86 0.70 1.25 0.88 10.00 9.76 15.89 DRAINS TO GRATE INLET B-7 2.71 0.70 1.25 0.88 10.00 9.76 23.15 DRAINS TO GRATE INLET , GAS METER O CV0 / B-8 0.71 0.70 1.25 0.88 10.00 9.76 6.06 DRAINS TO CURB INLET ON SAG GAS VALVE SSMH0 SANITARY SEWER MANHOLE B- / 9 1.51 0.70 1.25 0.88 10.00 9.76 12.90 DRAINS TO GRATE INLET SSC00 SANITARY SEWER CLEANOUT B-10 1.86 0.70 1.25 0.88 10.00 9.76 15.89 DRAINS TO GRATE INLET EM❑ ELECTRIC METER ZX / (� �� , / B-11 1.86 0.70 1.25 0.88 10.00 9.76 15.89 DRAINS TO GRATE INLET EPB El ELECTRIC PULL BOX �✓ / EJB El ELECTRIC JUNCTION BOX B 12 1.86 0.70 1.25 0.88 10.00 9.76 15.89 DRAINS TO GRATE INLET CURB INLET B-13 � 1.84 0.70 1.25 0.88 10.00 9.76 15.72 DRAINS TO GRATE INLET _ - 18" RCP B-14 0.58 0.70 1.25 0.88 10.00 9.76 4.95 DRAINS TO CURB INLET ON SAG STORM SEWER LINE EX. B"w WATER LINE B-15 0.64 0.70 1.25 0.88 10.00 9.76 5.47 DRAINS TO CURB INLET ON SAG EX. 8" SS SANITARY SEWER LINE EX. GAS GAS LINE C-1 0.62 0.70 1.25 0.88 10.00 9.76 5.30 DRAINS TO CURB INLET ON SAG C-2 0.40 0.70 1.25 1 0.88 10.00 9.76 3.42 DRAINS TO CURB INLET ON SAG /B ILDI ACK / / I / I C-3 0.40 0.70 1.25 0.88 10.00 9.76 3.42 DRAINS TO CURB INLET ON SAG C-4 0.34 0.70 1.25 0.88 10.00 9.76 2.90 DRAINS TO CURB INLET ON SAG / / I BENCH MARK LIST C-5 0.34 0.70 1.25 0.88 10.00 9.76 2.90 DRAINS TO GRATE INLET BENCHMARK #1: 304 C-6 0.44 0.70 1.25 0.88 10.00 9.76 3.76 DRAINS TO GRATE INLET SNTP - NAIL IN TOP OF PVMT I I i N = 7,021,375.5421 I E = 2,392,839.3138 OS-1 1.81 0.70 1.25 0.88 10.00 9.76 15.46 DRAINS TO EX. CULVERT ELEV. = 595.96 BENCHMARK #2: 309 I POND 2.08 0.70 1.25 0.88 10.00 9.76 17.77 DRAINS TO DETENTION POND SNTP - NAIL IN TOP OF PVMT N = 7,022,758.0460 1 I E = 2,393,284.3600 / zz I I TOTAL 33.77 288.45 ELEV= 602.84 N 0 50' 100, GRAPHIC SCALE - 1"=50' Z O w U)>- I- Q W Z J = - Y O U LU < Z LLI l/ /^J fir/ / O Z O U) OQ U~ U r- N N 00 oq �n tY CO w cn � o wCR °-"" oz- z of N oUlj MEN ■■■ ■■■ z 0 o_ U U) w 0 Z w O � LLI �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 PROPOSED DRAINAGE AREA MAP C3.03 CASE NO. ZA23-0049 M lt O Q rn w a_ c� Lii M N 0 N N 7 Q W Q cM ry L7 O m U m 0 0 Q U 0 J 0 0 ci It O O 0 Q W Q Z W J_ LL WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT II DOC. NO. D202115321 O.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT DOC. NO. D202115321 O.R.T.C.T. LOT 8, H. DECKER NO. 438 ADDITION DOC. NO. D210108187 O.R.T.C.T. x w (U x 10' BUILDING SETBACK 1 N89°23'47"E 958.92' W F� FL I L s -_� � W 5' CURB INLET 12" R 1 "WTR 2" WTR 12" WTR �j 12" WTR 12" WTR 12" WTR 12" WTR 12F WTR 12" WTR- - —15' CUR7- 7111 El B INLET �c — FL Fl, F FL F \ sp ,� 1 I TP N I 18" RCP p x 30" RCP 2-GRATE INLET 2-GRATE INLET o 2 "RCP P N Ff Q > PLL J x 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 D.R.T.C.T. N 0 6-GRATE INLET w Ll WARRANTY DEED WITHLL o x v VENDOR'S LIEN 0- w MARK D. WILLOUGHBY AND o U WIFE, TRACY V. WILLOUGHBY rr VOL. 10439, PG. 999 0 w ih 6-GRATE INLET O.R.T.C.T. (y) I �' I x J o SPECIAL WARRANTY N o -, U DEED U) EXPLORER PIPELINE o� � PANY FCAL ED�5 6 ACRES SPECIAL WARRANTY EED LOT 9, H. DECKER MAGELLAN PIPELINE TERM$ ALS, L P. 0 27" RCP �VOL. 5140, PG. 424 NO.438 ADDITION TRACT 4, CALLED 14.645 ACRES cn I , D D.R.T.C.T. DOC. NO. D210108188 X DOC. NO. D2110111 � N x O.P.R.T.C.T. 4 I A 2-GRATE INLET O.R.T.C.T. -n 2-GRATE INLET N oU T 15' BUILDING SETBACK r%l 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 -ono O.R.T.C.T. GENERAL WARRANTY � DEED JENNIFER WANG °p CALLED 0.50 ACRES O DOC. NO. D217279049 z O.P.R.T.C.T. BUILDING 1 6-GRATE INLET 1 P o 134,401 SF x x FFE = 608.75 o BUILDING 4 J U) i - 120,840 SF LLL D o-n rx I FFE = 604.00 o I N I ` w N o cl N r 0 CN 2-GRATE INLET I o 18' GENERAL WARRANTY DEED WITH VENDOR'S LIEN ROSALBA RAMIREZ CALLED 0.500 ACRES DOC. NO. D218033179 O.P.R.T.C.T. 0 i 0 WARRANTY DEED WITH VENDOR'S LIEN RALPH K. NEWTON CALLED 0.502 ACRES F6 VOL. 12445, PG. 1497 O.R.T.C.T. — — — — — / 12" WT — WARRANTY DEED WITH VENDOR'S LIEN REXANA E. OSTUNI CALLED 0.50 ACRES p VOL. 1650, PG. 121 O.R.T.C.T. IN 3-GRATE INLET N GENERAL WARRANTY DEED TI I r WITH VENDOR'S LIEN MAURO MARTINEZ AND MALDONADO U)IRMA CALLED 0.50 ACRES DOC. NO. D218210357 O.P.R.T.C.T. I — co N TI GENERAL WARRANTY DEED o WITH VENDOR'S LIEN cn JTK DYER GROUP LLC CALLED 0.50 ACRES DOC. NO. D218199772 I„ O.P.R.T.C.T. � o ti I� T I 1 27" RCP r UI 6-GRATE INLET 1 cn 00, o 27" RCP — 1 z Po 6-GRATE INLET 4v i i 4U FL UFJ4 Fl= —i—,e//— L I - 5' CURB INLET TR 1�2'�VVT D 1 i �U Q 30 RCP u- I BUILDING 2 - 188,132 SF FFE = 605.75 - SPECIAL ARRANTY DEED 3ELLAN PIPELINE TERMINALS, L.P. TRACT 3, CALLED 0.483I ACRES DOC. NO. D211011162 0 8-GRATE INLET PECIAL WARRANTY DEED o LLAN PIPELINE TERMINALS, L.P. RACT 2B, CALLED 1.250 ACRESI '- DOC. NO. D211011162 - O.P. .T.C.T. BUILDING 3 102,957 SF - — — - L 6-GRATE INLET FFE = 601.00 SPECIAL WARRANT MAGELLA PIPELINE T L.P. � TRACT 2 ,CALLED 0.1 I DOC. NO. D21101 O.P.R.T.C.T. 27" RCP cn MATCH LINE SEE SHEET C3.05 15' x w BUILDING SETBACK II I I� 5 CURB INLET I x D 1, BLOCK 1 I A ADDITION C . A, SLIDE 1476 o P.R.T.C.T. � D W 0 PROPOSED LEGEND 12" W I K - PROPOSED WATER LINE 8" SS PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE •CC, PROPOSED CLEANOUT PROPOSED FIRE HYDRANT FIRE DEPARTMENT CONNECTION DOMESTIC WATER METER PROPOSED GATE VALVE WATER TEE WATER BEND GRATE INLET CURB INLET STORM DRAIN EXISTING LEGEND: — — PROPERTY LINE - LOT LINE EASEMENT LINE 46D— MAJOR CONTOUR LINE 461 MINOR CONTOUR LINE OHE OVERHEAD ELECTRIC m x FENCE D WM(D WATER METER Wvo WATER VALVE _ ® VAULT ICV� IRRIGATION CONTROL VALVE FIRE HYDRANT Ex J I I I I x -- c, I I D � N ^' 51 CURB INLET a w NI, N FIRE DEPARTMENT CONNECTION GUY WIRE SIGN PPc POWER POLE LPc, LIGHT POLE GMT GAS METER GVD GAS VALVE SSMHO SANITARY SEWER MANHOLE SSCoo SANITARY SEWER CLEANOUT EM❑ ELECTRIC METER EPB ❑ ELECTRIC PULL BOX EJB ❑ ELECTRIC JUNCTION BOX o CURB INLET — 18" RCP — STORM SEWER LINE EX. 8" W WATER LINE EX. 8" SS SANITARY SEWER LINE EX. GAS GAS LINE BENCH MARK LIST BENCHMARK #1: 304 SNTP - NAIL IN TOP OF PVMT N = 7,021,375.5421 E = 2,392,839.3138 ELEV. = 595.96 BENCHMARK #2: 309 SNTP - NAIL IN TOP OF PVMT N = 7,022,758.0460 E = 2,393,284.3600 ELEV= 602.84 N 0 50' 100, GRAPHIC SCALE - 1"=50' Z O w co>- Q w � z J = Y O U W Qz Lij VJ O Z O o� U rl- N N o q w U)Xo w0 o� � mom M " C,V z< oUw MEN MEN ■ ■ Z 0 U U) w 0 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 STORM PLAN C3.04 CASE NO. ZA23-0049 co v O Q rn co Lo ,It c� w D M W I i 2-GRATE INLET 15' BUILDIN SETBACK it i is II f N 2-GRATE INLET o ' 18' LOT 1, BLOCK 1, MUSTANG BUSINESS PARK DOC. NO. D222280817 O.P.R.T.C.T. SPECIAL WARRANTY D =ED MAGELLAN PIPELINE TERMINALS, L.P. TRACT 5, CALLED 0.1 7 ACRES DOC. NO. D2110111 2 18" �?C O.P.R.T.C.T. J /U� N82°16'25' E ,S\ 1, 46.86 WARRANTY DEED — JOE L. WRIGHT, TRUSTEE REMAINDER OF A CALLED 30.750 ACRES VOL. 8060, PG. 27 D.R.T.C.T. \ w C N N ti 6 co N o I `o CD z i ry A u � . Y Y■ n■ n■ � �V � 1 I RCP t pry► ON MATCH LINE SEE SHEET C3.04 SPEC ARRA TY DE7 MAGELLAN PIPELINE ERMIN LS, L.P. TRACT 1, CALLED 1 .800 ACRES0= DOC. NO. D21 J011162r �� 6-GRATE INLET O.P.R.T.G�T. I I i LL BUILDING 3 102,957 SF FFE = 601.00 5' CURB INLET o / I I ,�� / LOT 1 cn � 6-GRATE INLET I / EXPLORER ADDITION DOC. NO. D220044871 BUILDING 2 / O.R.T.C.T. TI /r 188,132 SF LL FFE = 605.75 �l V) zz-z�zz -n — \ / / 15' BUILD G 10' CURB INLET SETBACK r §a �� / I I K I— --- � o ruj)— / I INLET 18" RCP / d" 5' CURB INLET I 24" RC � o� s \ ti ' R P/\a f 27" RCP 1 � llU PROPOSED LEGEND (nip 12" WTR PROPOSED WATER LINE TYPE SW-0 / / 8"SS PROPOSED SANITARY SEWER LINE 01 / /HEADWALL , II co0 PROPOSED SANITARY SEWER MANHOLE 0- 0 �1� •CO PROPOSED CLEANOUT PROPOSED FIRE HYDRANT FIRE DEPARTMENT CONNECTION I I u / / / / / // EXISTING CONCRETE DOMESTIC WATER METER / CHANNEL PROPOSED GATE VALVE 10' CURB INLET / / / WATER TEE / I/ // 27" RCP / ��/� / WATER BEND GRATE INLET / 0 CURB INLET SD STORM DRAIN EXISTING LEGEND: / / — — PROPERTY LINE co oe� LOT LINE 12" WTR 12" WTR 12" TR EASEMENT LINE Q� / // 46D— MAJOR CONTOUR LINE 461 MINOR CONTOUR LINE v oHE OVERHEAD ELECTRIC I OQ / / j ,��p \o� // _ / / Z�Y04 S TP �aJ 18" RCP 5' CURB INLET I / // �� y O1p 10 '\o�� 5 P A Jo EXISTING CONCRETE / CHANNEL / ol BUILDI SETBACK / / / FENCE wM(D WATER METER wvo WATER VALVE ® VAULT CVO IRRIGATION CONTROL VALVE FIRE HYDRANT r FIRE DEPARTMENT CONNECTION Q GUY WIRE z SIGN PPS POWER POLE LPo LIGHT POLE GMo GAS METER Gv0 GAS VALVE SSMHO SANITARY SEWER MANHOLE sscoo SANITARY SEWER CLEANOUT EM❑ ELECTRIC METER EPB ❑ ELECTRIC PULL BOX EJB ❑ ELECTRIC JUNCTION BOX o CURB INLET �a" RCP — STORM SEWER LINE — — — EX. 8" W WATER LINE EX. 8" SS SANITARY SEWER LINE EX. GAS GAS LINE BENCH MARK LIST BENCHMARK #1: 304 SNTP - NAIL IN TOP OF PVMT N = 7,021,375.5421 E = 2,392,839.3138 ELEV. = 595.96 BENCHMARK #2: 309 SNTP - NAIL IN TOP OF PVMT N = 7,022,758.0460 E = 2,393,284.3600 ELEV= 602.84 N 0 50' 100, GRAPHIC SCALE - 1"=50' Z O w U� Q w z = - Y O U J W J z LLI �^^ Z OQ U� oU) U 04 N N oLo of, - Of U) wQQ �xo w ono mom M Z Q N Ngui MEN MEN Now Z a 0-1 U cn w 0 Z w O_ 1--- 0 > w Wo 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 STORM PLAN C3.05 CASE NO. ZA23-0049 co It L0 0 a rn c0 c� W Z) L0 M L.LI cl N 0 N N U) 7 0) 7 a a 0 ai J 0 v U iv m U7 0 0 a U 0 J i O 0 (M L0 U) 0 0 0 qt Lo a W 75 a Z W J_ LL WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT II DOC. NO. D202115321 O.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN ZEM PROPERTIES, INC. TRACT DOC. NO. D202115321 O.R.T.C.T. 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 D.R.T.C.T. 10' BUILDING SETBACK N89'23'47"E 958.92' rL III. L L — t ILL 12" R 1 " WTR 2" WTR 12" WTR �� 12" WTR 12" WTR 12" WTR 12" WTR 12" WTR 12�7FWTR 12" WTR FL F F FL F �\ � PROP. 10' WATER 190 LL J 1 11 TP \\ N C PROPOSED FIRE HYDRANT EASEMENT LOT 8, H. DECKER 30" RCP NO. 438 ADDITION III / C PROPOSED FIRE HYDRANT 00- DOC. NO. D210108101 O.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN MARK D. WILLOUGHBY AND WIFE, TRACY V. WILLOUGHBY VOL. 10439, PG. 999 O.R.T.C.T. LOT 9, H. DECKER NO. 438 ADDITION DOC. NO. D210108188 X O.R.T.C.T. 15' BUILDING 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 -ono O.R.T.C.T. Lo GENERAL WARRANTY CO DEED JENNIFER WANG o p CALLED 0.50 ACRES 0 DOC. NO. D217279049 Z O.P.R.T.C.T. C PROPOSED FIRE HYDRANT GENERAL WARRANTY DEED WITH VENDOR'S LIEN ROSALBA RAM IREZ CALLED 0.500 ACRES DOC. NO. D218033179 O.P.R.T.C.T. WARRANTY DEED WITH VENDOR'S LIEN RALPH K. NEWTON CALLED 0.502 ACRES VOL. 12445, PG. 1497 O.R.T.C.T. / r DEED WITH /WARRANTY VENDOR'S LIEN REXANA E. OSTUNI CALLED 0.50 ACRES VOL. 1650, PG. 121 17 O.R.T.C.T. / EXISTING SSMH GENERAL WARRANTY DEED I WITH VENDOR'S LIEN MAURO MARTINEZ AND IRMA MALDONADO CALLED 0.50 ACRES DOC. NO. D218210357 O.P.R.T.C.T. C PROPOSED FIRE HYDRANT }� GENERAL WARRANTY DEED WITH VENDOR'S LIEN JTK DYER GROUP LLC CALLED 0.50 ACRES DOC. NO. D218199772 O.P.R.T.C.T. C CONNECT TO EXISITING 12" W r�.-n l F ll'/, 2 " RCP J LL N r ' 0 A to LL I I I I I o� J Cy) M C]r LL cn N cn A I� J SPECIAL WARRANTY DEED MAGELLAN PIPELINE TERM$ ALS, L P. 27" RCP TRACT 4, CALLED 14.645 ACRES DOC. NO. D21101119� T 4 PROP. 10' WATER O.P.R.T.C.T. N EASEMIIErNTT c BUILDING 1 J ce' LL M 12" WTJ3 134,401 SF FFE = 608.75 0 u 0 27" RCP LL -j u- � C)N J 27" RCP U - 10" FIRE LINE U� C 2" DOMESTIC LINE EXISTING 4' SSMH —I _ - PROPOSED 2-WAY SSCO C REMOTE FDC o 15'x20' FIRE - PROPOSED 4' DIA. SSMH RISER ROOM & CONNECT TO EXISTING 15" SS 71" co J o PROPOSED 2" DOMESTIC WATER METER EXISTING SSMH Q U — — x ss — — EX EX SS E EX SS — Lo TR 1�2" W.TQ PROPOSED 2" DOMESTIC WATER METER PROP. 10' WATER — EASEMENT 15'x20' FIRE " RISER ROOM o PROPOSED 2-WAY SSCO PROP. 10' WATER T C 10" FIRE LINE C REMOTE FDC EASEMENT r u- 0 2" DOMESTIC LINE U' � PROP. 10' SANITARY C 10 SEWER EASEMENT " FIRE LINE o BUILDING 2 cn 188,132 SF C PROPOSED FIRE HYDRANT FFE = 605.75 � I U - SPECIAL ARRANTY DEED 3ELLAN PIPELINE TERMINALS, L.P. TRACT 3, CALLED 0.4831 ACRES DOC. NO. D211011162 O.P.R.T.C.T. I � 27" RCP 0 MATCH LINE SEE SHEET C4.02 IN 1 P ^'Ff � 310 -605.210 SIRTP I S TI c 0 rr x I Irr d co cn r i I, 1' P o l BUILDING 4 - 120,840 SF d ? I FFE = 604,00 o N ol„ - I oaf U Q' co �coIN �I I Ig 1 P o PROPOSED FIRE HYDRANT /, 1 , I , I I I <; �::, 1: �� z — ?� 10" FIRE LINE r / 2" DOMESTIC LINE REMOTE FDC � o N 15'x20' FIRE PROPOSED 4' DIA. SSMH RISER ROOM / r � o PROPOSED 2" DOMESTIC WATER METER PROPOSED 2-WAYAAA- SSCO EX SS— EX SS 15" SS PROPOSED 2" DOMESTIC 0) CONNECT TO EXISTING SSMH WATER METER PROPOSED 2-WAY SSCO REMOTE FDC 15'x20' FIRE to N RISER ROOM `a `� I � I� Tl / 2" DOMESTIC LINE °a �I / SPECIAL WARRANTY DEED cn 9cL� LLAN PIPELINE TERMINALS, L.P. RACT 2B, CALLED 1.250 ACRES DOC. N 11162 T C T P O.. .... N / BUILDING 3 / 57 SF FFE 9609 00 / I SPECIAL WARRANT / I MAGELLA PIPELINE T AUI L. P. / TRACT 2 , CALLED 0.3 S DOG. NO. D211011 NI, 0.P.R.T.C.T. / J � x w § I d Ilx cri w PROP. 10' WATER EASEMENT — EXISTING I FIRE HYDRANT Q o x w 9 PROPOSED FIRE HYDRANT I SPECIAL WARRANTY DEED XPLORER PIPELINE COMPANY T�PALLED 15.6 ACRES DVOL. 5140, PG. 424 D.R.T.C.T. x w x m DxO w 15' 8UIQDING SETBACK co � � D EXISTING FIRE HYDRANT O m X � D x O 1, BLOCK 1 x III I A ADDITION C . A, SLIDE 1476 o P.R.T.C.T. N D PROPOSED FIRE HYDRANT E CONNECT TO EXISTING. 12"W) — ' m x PROPOSED LEGEND 12" WTR PROPOSED WATER LINE 8" SS PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE •CO PROPOSED CLEANOUT PROPOSED FIRE HYDRANT FIRE DEPARTMENT CONNECTION DOMESTIC WATER METER PROPOSED GATE VALVE F=i WATER TEE WATER BEND GRATE INLET CURB INLET —SD STORM DRAIN EXISTING LEGEND: — — PROPERTY LINE — - LOT LINE EASEMENT LINE 46D- MAJOR CONTOUR LINE 461 MINOR CONTOUR LINE OHE OVERHEAD ELECTRIC ---o— FENCE wM(D WATER METER wvo WATER VALVE I o ® VAULT — 111 �� ICV� IRRIGATION CONTROL VALVE FIRE HYDRANT PROP. 10' SANITARY EX 1 r FIRE DEPARTMENT CONNECTION SEWER EASEMENT --m—oHE c GUY WIRE X SS E4S EX SS— SIGN PPS POWER POLE PROPOSED 4' DIAM. SSMH LPo LIGHT POLE & CONNECT TO EXISTING. 15" SS GMo GAS METER GVD GAS VALVE _ SSMHO SANITARY SEWER MANHOLE — SSCoo SANITARY SEWER CLEANOUT EM❑ ELECTRIC METER j a EPB ❑ ELECTRIC PULL BOX j EJB ❑ ELECTRIC JUNCTION BOX o CURB INLET — 18" RCP — _ STORM SEWER LINE --- x� w EX. 8" W WATER LINE EX. 8" SS SANITARY SEWER LINE EX. GAS GAS LINE BENCH MARK LIST BENCHMARK #1: 304 SNTP - NAIL IN TOP OF PVMT N = 7,021,375.5421 E = 2,392,839.3138 ELEV. = 595.96 BENCHMARK #2: 309 SNTP - NAIL IN TOP OF PVMT N = 7,022,758.0460 E = 2,393,284.3600 ELEV= 602.84 N 0 50' 100, GRAPHIC SCALE - V=50' Z O w U� Q W Z J = � Y O U W J Z LIJ /^J �/ / O Z O U) OQ U~ U n N N �n �C/) w w� 0�(D m O V M o 0 Q N CD Lu MEN MEN ■ ■ z 0 H a U w 0 Z w O � 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 PROPOSED UTILITY PLAN C4.01 CASE NO. ZA23-0049 co L0 O Q rn co Lu Z) L0 M (M N O N U) 0) 7 Q Q 0 ai J 0 m U) 0 0 Q U 0 J O O (M L0 U) O O O qt Lo Q W 75 Q Z LEI J_ LL EXIST. 15' SANITARY SEWER EASEMENT EXISTING FIRE HYDRANT 15' BUILDIN SETBACK - EXISTING SSMH N Lo LL I° LOT 1, BLOCK 1, MUSTANG BUSINESS PARK DOC. NO. D222280817 1 O.P.R.T.C.T. I EXISTING FIRE HYDRANT FH 1= PROPOSED FIRE HYDRANT EXISTING SSMH SPECIAL WARRANTY D ED MAGELLAN PIPELIN TERMINALS, L.P. TRACT 5, CALLED 0.1 7 ACRES S� DOC. NO. D2110111 2 18" > O.P.R.T.C.T. / } EXISTING FIRE HYDRANT 00 46.86lot Lfi EXISTING SSMH w �o N co Co.Zo o to V CD ZI ol� \ WARRANTY DEED - JOE L. WRIGHT, TRUSTEE REMAINDER OF A CALLED 30.750 ACRES VOL. 8060, PG. 27 D.R.T.C.T. V \ O �00 RCP i p p -I--irr PROP. 10' WATER EASEMENT p cn rx N co co cn cn / / r / 6+ GP 9'38"W 7 7 �� MATCH LINE SEE SHEET C4.01 SPECIAL WARRA TY DE D a MAGELLAN PIPELINE ERMIN LS, L.P. TRACT 1, CALLED 1 .800 ACREScn o DOC. NO. D21 J01116f- I O.P.R.T.G`T. I 0 27" RCP p 10- U oaf U) = ICD BUILDING 2 188,132 SF Q FFE = 605.75 ho PROPOSED FIRE HYDRANT co W/ 6" REDUCER U a BUILDING 3 102,957 SF FFE = 601.00 K Q / I � / � w l I / LOT 1 / QEXPLORER ADDITION X DOC. NO. D220044871 O.R.T.C.T. PROPOSED FIRE HYDRANT frr I 1 J p O _ 15' BUI SETBA II J , r- 0— 18" RCP /P PROPOSED LEGEND Ico �� / �ti R� +, EXISTING FIRE HYDRANT 12" WTR PROPOSED WATER LINE II 8" SS PROPOSED SANITARY SEWER LINE 0 PROPOSED SANITARY SEWER MANHOLE oco PROPOSED CLEANOUT I / / PROPOSED FIRE HYDRANT p / FIRE DEPARTMENT CONNECTION DOMESTIC WATER METER PROPOSED GATE VALVE PROP. 10 WATER IEASEMENT / / // // Isl WATER TEE I / / a��+ // / WATER BEND I / 27 RCP / //� // / Vul GRATE INLET CURB INLET SD STORM DRAIN EXISTING LEGEND: FI:I / / - - PROPERTY LINE / 12" WTR 12" WTR 12" TR LOT LINE EASEMENT LINE 46D- MAJOR CONTOUR LINE VQ / / 461 MINOR CONTOUR LINE T] F7 �l I O� / // // / OHE OVERHEAD ELECTRIC C PROPOSED FIRE HYDRANT I I QQO—LLLLLLLL, I / // // g5 G0� �304 S TP CID o G• V n 0. P5 v o / w MpAl- m rion FENCE wM(D WATER METER wvo WATER VALVE ® VAULT ICV� IRRIGATION CONTROL VALVE FIRE HYDRANT r FIRE DEPARTMENT CONNECTION Q GUY WIRE z SIGN PPS POWER POLE LPo LIGHT POLE GMo GAS METER GVD GAS VALVE SSMHO SANITARY SEWER MANHOLE SSCoo SANITARY SEWER CLEANOUT EM❑ ELECTRIC METER EPB ❑ ELECTRIC PULL BOX EJB ❑ ELECTRIC JUNCTION BOX o CURB INLET 18" RCP _ STORM SEWER LINE - - EX. 8" W WATER LINE EX. 8" SS SANITARY SEWER LINE EX. GAS GAS LINE BENCH MARK LIST BENCHMARK #1: 304 SNTP - NAIL IN TOP OF PVMT N = 7,021,375.5421 E = 2,392,839.3138 ELEV. = 595.96 BENCHMARK #2: 309 SNTP - NAIL IN TOP OF PVMT N = 7,022,758.0460 E = 2,393,284.3600 ELEV= 602.84 N 0 50' 100, GRAPHIC SCALE - 1"=50' Z O w U)>_ Q w � Z = Y O U J W J Z LLI O Z U) oQ U~ O U r- N N oq rn �U) �W o W O- C,,'4 m0o M 0 Q N CD (D MEN ■ ■ ■ Now z 0 a U W p Z Lu U7 0 Lu �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 PROPOSED UTILTIY PLAN C4.02 CASE NO. ZA23-0049