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PP attached to CC Packet 061014,r `z n LL rr I I 11 LOT 19 BLOCK 1 1 LOT 2, BLOCK 1 ONE TWENTY ONE BUSINESS PARK I i i i ONE TWENTY ONE BUSINESS PARK , VOL. 99157, PG. 27 VOL. 99157, PG. 27 20' TU ELECTRIC EASEMENT ! M.R.D.C.T. I M VOL. 99157, PG. 27 M. R. D. C. T. I ! I i ! 15' UTILITY EASEMENT -M.R.D.C.T. ! ' I ( I I VOL. 99157, PG. 27 VOL. 81094, PG. 2568 i ! ! I M.R.D.C.T. ! N41 °19'31 E ,/ I , O 1 11 �, ,- �- 9--43-4-3 E - - - - - - - - - -- a- ------------ - - - - -- 133.80' —�� —�,— — / I ► ; ; I II /---------- - - - - -- ------ __L� -- - -- -------------------- - - - - -- -------------------- - - ---- - -- j, ----- - - - - -- — i- I---------------------------------------------- - - - - -- ------ - - - --- 24' FIRE LANE AND I I I I I) / MUTUAL ACCESS /�Onj :� `' c 'J �OJ / / /� EASEMENT LOT 7 BLOCK A 258,364 SF OR 5.93 AC. °' PROPOSED 15' PRIVATE WATER EASEMENT D =0$ °03'39 "(RT ) R= 1102.67' L= 155.13' \ N CL= 155.00 CO / L4 CB =N53 °13'51 "W Ll CID LO © =09 046'07" RT I I (i i i LOT 4, BLOCK A R= 500.00' ( ) 1,826,280 SF OR 41.92 AC. _ / (�� ^�� S �i� L =85.255' - PROPOSED 15' PRIVATE CL- 85.14' ( I I WATER EASEMENT / ( C1 CB =N50 °39'00 "W 0<6 \ �, I I 40 LONE STAR GAS I I I I 20' UTILITY EASEMENT � ' I I I I VOL. 79074, PG. 117 ,/ �► ✓ i \ � COMPANY EASEMENT R.P.R.D.C.T. I I VOL. 215, PG. 189 I ( I I I (TO BE ABANDONED BY VOL. 97184, PG. 1030 I I I ( SEPARATE INSTRUMENT) I © =07 °40'33 "(RT) '�� `, �`` l ' R= 1200.00' ^ (TO BE ABANDONED BY ' L- 160.76' SEPARATE INSTRUMENT) i ICL- 160.64' PROPOSED 20' PUBLIC S'S �i/S ( ( I �' i' I I I ' WATER EASEMENT I I � i I II o CB =S53 °05'17 E A=15° 12'57 "(LT) 0 R_ 1255.00' z � L= 333.29 I I Il I III I ' CL =332.31' I I 11 I !I \ 8 WILLIAM F. CALLEJO TRUSTEE CB =N47 °42'18 "W VOL. 80004 9 PG. 1835 D.R.D.C.T. LOT 6, BLOCK A I t / / PROPOSED 15' HIKE & 320,190 SF OR 7.35 AC. EASEMENT w LO 1— l I I I J a_ ' 1��/ / \ �`\\ ��. 721, FIRE LANE AND MUTUAL ACCESS EASEMENT Of o ! / / PROPOSED 20' = W 24' FIRE LANE AND \ �.� -- - N90"00' cn z \ PUBLIC WATER '8r I MUTUAL ACCESS \ \- - - -------------- - - - - -- -- i - -- EASEMENT \ °� EASEME -NT �— - - - -- -- --- - - - - -- --- - - - - -- FJ !1 Oo \ >- — ----------------- - - - - -- - ---- - - - - -- o" -- - -- --------- - - - - -- -- - - - -- �— — -- - - -- _ -- I L,_ � °> o � � © =20 °10'51" RT \ \ 9TF °s \ �' . ��\ ,\ A-04 57 54 (LT) � C'i____ - -- - -- - -- - - - - - -- ------- - - - - -- ,-�— -I- R= 1145.00' ( ) \ Fqo �° ``,\ `.R= 1255.00 �� ,J I I I L= 403.29' \\ \ sF Abe 0108.75 HH d t , \ 24' FIRE LANE AND CL= �Q8.72' � CL- 401.21' \ tiT ��� . ° � ., � � I \ ° „ \ \ ` CB= N37.36 53 W I j— t - - - - - -- 14-- - -- -- -------------- - - - - -- - MUTUAL ACCESS CB =N45 1322 W `, `. `. ^t- I- - - -��_ — �--- _ - - - -- -I+- , !' ----- - - - - -- EASEMENT \ \ p /� /� -(T - -- - - - - - -- - - - -- � I� O \ \ \ \ °o \ PROP'GSED 40' GA`?- EASEMENT I Y --- `---t - I------ - - - - -- - - - -- I (BY SEPARATE H�1�T13UMENT) I I /' 1� �i, I - - - -- ---- - - - - -- -� b N ; \ \ LOT 5, BLOCK A \ \ �y`9��0 �� ` �' i \ ) �O �� // I /' �r�\z MU FIRE LANE AND I G EASEMENT N ��` \\ \ 565,382 SF OR 12.98 AC. A�9 F \ ��, �, I I `----------- - - - - -- II ------- - -I + -- ----------- - - - - -- o g' 0 I \\ \ {\ ,ice 20' UTILITY EASEI�E(�T PROPOSED 75' DRAINAGE ----------- - - - - -- ---- - - - - -- II I c� z \ / , I �l` VOL. 79074, PG. 11V I EASEMENT !I l I� C i (`,R.P.R.D.C.T. \\ I 1 PROPOSED 20' SANITARY- SEWER j / f I I EASEMENT II I II \`� /' I -1'-- 15' WATER EASEMENT VOL. 82078, PG. 2425 �� ' /' - - - - - -- (TO BE ABANDONED C c3` c9 S I I I ( R.P.R.D.C.T. ;) I ' // (I I l I, BY SEPARATE INSTRUMENT) 1 ` LOT 3 BLOCK A ----- - - - - -, I EXISTING ' 1,170,324 SF OR 26.87 AC. DRAINAGE EASEMENT WIDTH CELL TOWER `�' ' � 40'X55' ENSERCH ! I � S89 036'46' / ' I I ( I TO REMAIN �.) l l ----- - - - - -- ------ - - -�__ __ __ __ __ __ __ _____- 133.E ' _ u `. COL ORA PG 5410 ! `� CORPORATION EASEMENT �I -------------------- r------------------------------------------ - - -T-Z = _ = 1 _ _ _ - — - - - - - r�' I i ! III ( I I `. VOL. 7128, I I------------------ - - - - -0 -- -- "--------- - - - - -� - - - - -- _ -� - -� �� (TO BE ABANDONED BY I I I O 1 11 // // _ -_i = ___= i -= - - -` ; I S� I I I I I I SEPARATE INSTRUMENT) N89 52 56 W I , I S89 36 46 W — �1-- 2—�5� — I � � I I � `,, � ��`., ;; 296.12' I ' I /' /' I I I' � ► I ► I I I �, , , `. III /' /' I DRAINAGE EASEMENT I r i III I I I \ i) ( ill ° I I \� I I I( O VOL. 2005091, PG. 42 40' LONE STAR M.R.D.C.T. 00 z 20' UTILITY EASEMENT \ \ I ( GAS COMPANY EASEMENT ! I I ! FERGUSON REALTY COMPANY COPPELL TRADE CENT E L.P. I I VOL. 20050911, PG. 42 R.O.W. DEDICATED I \ \� I I VOL. 215, PG. 189 i I I III VOL. 79085, PG 2171 I M.R.D.C.T. ► BY OTHERS A� \ PROPOSED 15' PRIVATE I I VOL.2004244, PG. 9'38 20' UTILITY EASEMENT � \\ 1 I R.P.R.D.C.T. � PG. 1030 D.R.D.C.T. I I ( D.R.D.C.T. VOL. 79074, PG. 206 I �� \\ \ I WATER EASEMENT (TO BE ABANDONED BY PROPOSED 15' PRIVATE VOL. 2005091, PG. 42 O 1/ 11 I I ,0 �i� -� \ \ I I `,\SEPARATE INSTRUMENT) WATER EASEMENT - n M.R.D.C.T. N01 07 58 W ' � x 0 \ \ I I O� LOCATOR MAP NOT TO SCALE X\ , CANYON DRIVE ,< SANDY LAKE ROAD PAF / Q 0' J W. PARKWAY CL 0 MINYARD iZ ri- � Q O a ,A ! A=18 °34'42 "(LT) 1, 389.87 1 I �s I I R= 1255.00 I I Cury ® Radius Length Chord Length Chord Bearing C1 00 °15'53 "(LT) 500.00' 2.31' 2.31' N45 05353 "W C2 10 001'16 "(LT) 500.00' 87.45' 87.34' N51 °02'28 "W o ,. MATCH LINE L =406.93' , 0 =32 09 27 (RT) CL= 405.15 R= 1145.00' SEE SHEET 2/3 CB =N25 050'35 "W L= 642.64' CL= 634.23' CB =N16 °35'17 "W NOTES 1. EXISTING BOUNDARY SURVEY, DATED MARCH 6, 2014 WAS PROVIDED BY TEXAS HERITAGE SURVEYING, LLC. BOUNDARY SOLUTION IS SUBJECT TO CHANGE FOR FINAL PLAT. N IO 50 100 150 200 SCALE: V =100' ! ! I I� R�:0 W _j Oolf U� 1 R.O.W. TO BE DEDICATED BY THIS PLAT (1.13 ACRES) 80 d'I IQ ! I I I ! I C�. ! f 60' BRAZOS ELECTRIC !POWER COOP.EASEMENT !POWER 88226, PG, 1359 VOL. 95230, PG. 2180 lR.P.R.D.C.T. ! I, N OI ! 0 O U)! ! DEVELOPER /OWNER PRELIMINARY PLAT PROLOGIS PROLOGIS PARK ONE TWENTY ONE 1296 NORTH POST OAK ROAD LOTS 1 -8 BLOCK A HOUSTON,TEXAS 77055 , CONTACT. KYLE LOW OF A PHONE: 713- 613 -6943 FAX: IL klow @prologis.com 125.69 ACRE TRACT ENGINEER SITUATED IN THE HALFF ASSOCIATES, INC. J.E. HOLLAND SURVEY, ABSTRACT NO. 614 1201 N. BOWSER RD. RICHARDSON TX 75081 CITY OF COPPELL, DALLAS COUNTY, TEXAS CONTACT:RbBERT GOSSETT TEL: 214 - 346 -6200 FOR FAX: 2 -0-31 2 FIRM TBPE FIRM # F -31 PROLOGIS EMAIL: rgossett @hclf_f.com BY SURVEYOR HALFF ASSOCIATES, INC.: ® ;® 1201 N. DOWSER RD.. ��� HALFF RICHARDSON, TX 7581` N CONTACT. ANDY SH FER ) (fr z TEL: 214 - 998 -2869 ii �ry FAX: 214 -739 -0095 1201 tORTH BOWSER ROAD RICHARDSON, TEXAS 75081 (214) 346 -6200 1 TBPE FIRM # F-31 TBPLS FIRM NO. 10029600 EMAIL: ashafer @halff.com 2 SCALE: 100' AVO. 29826 APRIL, 2014 2. DRAINAGE CHANNELS TO BE OWNED AND MAINTAINED BY P.O.A. LEGEND 3. ALL DRAINAGE EASEMENTS TO BE MAINTAINED BY P.O.A. 4. FIRE HYDRANTS ARE REQUIRED EVERY 300 FEET ALONG FIRE VOL. VOLUME LANE EASEMENTS. PG. PAGE 5.FIRE HYDRANTS SHALL BE BETWEEN 3 -6 FEET FROM FIRE LANE INST. NO. INSTRUMENT NUMBER EASEMENTS. R.O.W. RIGHT -OF -WAY 6.FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE LOCATED C.M. CONTROL MONUMENT ADJACENT (3 FEET) TO A FIRE HYDRANT. M.R.D.C.T. MAP RECORDS OF DALLAS COUNTY, BENCHMARKS 7. DEPENDING ON HYDRAULIC CALCULATIONS, EACH BUILDING TEXAS WILL HAVE ITS OWN FIRE PUMP. D.R.D.C.T. DEED RECORDS OF DALLAS COUNTY, TEXAS 8.BUILDINGS ARE REQUIRED TO HAVE A MECHANICAL SMOKE R.P.R.D.C.T. REAL PLAT RECORDS OF DALLAS CONTROL SYSTEM, THEREFORE SHOW THE 'MAKE -UP' LOUVERS IN THE BOTTOM 1 /3rd OF ELEVATIONS. COUNTY, TEXAS SIR FOUND IRON ROD 9.ANY GATES CROSSING FIRE LANE EASEMENTS SHALL BE W/ CAP WITH YELLOW CAP STAMPED "HAL.FF" EQUIPPED WITH BI- DIRECTIONAL GTT OPTICOM RECEIVERS AND KNOX PADLOCK OVERRIDES FOR EMERGENCY ACCESS. N IO 50 100 150 200 SCALE: V =100' ! ! I I� R�:0 W _j Oolf U� 1 R.O.W. TO BE DEDICATED BY THIS PLAT (1.13 ACRES) 80 d'I IQ ! I I I ! I C�. ! f 60' BRAZOS ELECTRIC !POWER COOP.EASEMENT !POWER 88226, PG, 1359 VOL. 95230, PG. 2180 lR.P.R.D.C.T. ! I, N OI ! 0 O U)! ! DEVELOPER /OWNER PRELIMINARY PLAT PROLOGIS PROLOGIS PARK ONE TWENTY ONE 1296 NORTH POST OAK ROAD LOTS 1 -8 BLOCK A HOUSTON,TEXAS 77055 , CONTACT. KYLE LOW OF A PHONE: 713- 613 -6943 FAX: IL klow @prologis.com 125.69 ACRE TRACT ENGINEER SITUATED IN THE HALFF ASSOCIATES, INC. J.E. HOLLAND SURVEY, ABSTRACT NO. 614 1201 N. BOWSER RD. RICHARDSON TX 75081 CITY OF COPPELL, DALLAS COUNTY, TEXAS CONTACT:RbBERT GOSSETT TEL: 214 - 346 -6200 FOR FAX: 2 -0-31 2 FIRM TBPE FIRM # F -31 PROLOGIS EMAIL: rgossett @hclf_f.com BY SURVEYOR HALFF ASSOCIATES, INC.: ® ;® 1201 N. DOWSER RD.. ��� HALFF RICHARDSON, TX 7581` N CONTACT. ANDY SH FER ) (fr z TEL: 214 - 998 -2869 ii �ry FAX: 214 -739 -0095 1201 tORTH BOWSER ROAD RICHARDSON, TEXAS 75081 (214) 346 -6200 1 TBPE FIRM # F-31 TBPLS FIRM NO. 10029600 EMAIL: ashafer @halff.com 2 SCALE: 100' AVO. 29826 APRIL, 2014 a W 0 fn z Z� W m 02 2C 2 =u �Q 0 a 0 =32 °09'27 "(RT) R= 1145.00' L= 642.64' CL= 634.23' CB =N16 °35'17 "W lil III Itl III I I lil III I I lil III t A =18 °34'42 "(LT) R= 1255.00' L= 406.93' CL= 405.15' CB =N25 050'35 "W MATCH LINE SEE SHEET 1/2 40'LONE STAR GAS COMPANY EASEMENT VOL. 215, PG. 189 VOL. 97184, PG. 1030 R.P.R.D.C.T. (TO BE ABANDONED BY SEPARATE INSTRUMENT) t ; I ( I � t � I �N( t , I PROPOSED 20' SANITARY SEWER FASEMENT t I � 7713 PROPOSED 15' HIKE & BIKE TRAIL EASEMENT j I I I I I I I ( I 40' GAS CO—MPA— NY -E-A� -S_EME (BY SEPARATE INSTRUMENTN—) T t t t t N PROPOSED VARIABLE DRAINAGE EASEMENT 2 4O 5 " E 40' GAS COMPANY EASEMEN` R.O.W. TO BE DEDICATED 0 =16 °02'41 "(LT) (BY SEPARATE INSTRUMENT) i I I I i t BY THIS PLAT R= 1255.00' t ( I �. I, I I (1.13 ACRES) L= 351.44 I t I 1 I I I \I CL= 350.29' ° " �►I t ( TI I I ( 15' WATER EASEMENT i I I ' CB =N08 31 54 W 001 t 1 �0 - F_ .III (11 I I I VOL. 82078, PG. 2425 I t' " Q .I I m I I I I I TO BE ABANDONED LOT 2, BLOCK A I I N I D COPPELL TRADE CENTER, L.P. I j I t �U I I 1 BY SEPARATE INSTRUMENT) 465 493 SF OR 10.69 AC. I U , VOL.2004244, PG. 9738 �I I O I I I ( I ' 60' BRAZOS ELECTRIC t I I POWER COOP.EASEM ENT D.R.D.C.T. D I VOL. 88226, PG. 359 i I J T PROPOSED 20 SANITARY LOT 87 —� I I I SEWER EASEMENT VOL. 95230, PG. 2180 I ( I J BLOCK A 70 I I I I I R.P.R.D.C.T. i I C) (� - - -- ' 161,160 SF OR 7o I I I I( I t O Q III 3.70 AC. I i -- --------------- - --�-- +- � a, 24' FIRE LANE AND I I i I i I O l i l W I D I I 1 1 MUTUAL ACCESS I I III EASEMENT I i �S87020'29 "W t � 215-38' - -� - - -- ° c - - - -= — I- 1- - - - - -� -- - - - - -- - -� _ _ - - -- L2 - - - - -- - - - - -- - - -- I , I i I Cn; — �- - -_ � �_ - - -- — SLOPE EASEMENT VOL. 99126, PG. 2814 PROPOSED 15' PRIVATE I I t LOT 1R, LOCK I I IR.P.R.D.C.T. WATER EASEMENT I I M I( I I MAGNOLIA I FISHERIE S 10' BUILDING LINE I I Nt �� M.R.D.C.T. I III ( i INST. NO. 20P9D003j788 VOL. 2005091, PG. 42 I I N� �'-I� I I I I � M. R. C. T. I (I O t I� I I (I I( I------------- �-- - - - - -� i Itl 0` >I I I I I I I LOT 1 BLOCK A to I I I 311,395 SF OR 7.15 AC. .. t I Ili III �I III III I L4 COPPELL SW. STATION t I 130' I I I I VOL. 90048 P6_ 27n1 — — I d I III I I I I< ---- - - - - QII I I I I ti 0 d 24' FIRE LANE AND PROPOSED 15' PRIVATE MUTUAL ACCESS WATER EASEMENT 60' BUILDING LINE I I I I I EASEMENT Lo VOL. 2005091, PG. 42 M.R.D.C.T. ------ - - - - -- — - - - - -- o '' - - - -- -- - -- ---I --------------------------------------- - - - - -- 88 °58'56 "W -- - -� -� — - / --------------- - I-----=-- - - - - -� ---------- - - - - -I I�----- S89 °1T28 "W 336.18 CITY OF COPPELL 224.46' -------- - - - - -- L7 - - L6 __/ oQ LOCATOR MAP NOT TO SCALE CANYON DRIVE , ° , SANDY LAKE ROAD S88 058'49 "W 696.56 __ PROPOSED 20' PUBLIC WATER EASEMENT I I , o� W. PARKWAY O MINYARD O m o� a F— D O� R.O.W. TO BE DEDICATED __ - - - -__ BY THIS PLAT SANDY LAKE ROAD (VARIABLE WiDTH) I I I I � VOL. VOLUME PG. PAGE INST. NO. INSTRUMENT NUMBER R.O.W. RIGHT -OF -WAY C.M. CONTROL MONUMENT M.R.D.C.T. MAP RECORDS OF DALLAS COUNTY, L4 TEXAS D.R.D.C.T. DEED RECORDS OF DALLAS COUNTY, S01 °28'10"E TEXAS R.P.R.D.C.T. REAL PLAT RECORDS OF DALLAS 25.00' COUNTY, TEXAS SIR FOUND IRON ROD W/ CAP WITH YELLOW CAP STAMPED "HALFF" Line Bearing Length L1 S87 020'29 "W 225.01' L2 S87 02855 "W 192.34' L3 S00° 19'24 "W 301.51' L4 N87 °08'01 "E 2.12' L5 S01 °28'10"E 222.85' L6 N00 03737 "W 25.00' L7 N89 055'47 "W 227.31' L8 N76 048'44 "W 58.58' L9 N45 030'34 "W 34.51' L10 N00 030'34 "W 43.48' L11 N00 030'34 "W 79.04' L12 S89 055'47 "W 227.31' i i I LOT AREA (AC.) 1 7.15 2 10.69 3 26.87 4 41.92 5 12.98 6 7.35 7 5.93 8 3.70 0 50 100 150 200 SCALE: 1" =100' LEGAL DESCRIPTION BEING a tract of land situated in the John E. Holland Survey, Abstract Number 614, City of Coppell, Dallas County, Texas, being part of that tract of land described In special warranty deed to William F. Calle jo, Trustee, as recorded in Volume 80004, Page 1835 of the Deed Records of Dallas County, Texas (D.R.D.C.T.), and being more part Icularly described by metes and bounds as follows: BEGINNING at a 1/2 -inch set iron rod with yellow plastic cap stamped "HALFF" (hereinafter referred to as "with cap') for the northeast corner of that tract of land described in deed to State of Texas recorded in Instrument Number 201200052841 of the Official Public Records of Dallas County Texas, said point being on the southeast right -of -way line of State Highway 121 (variable width right -of -way) and on the south line of One Twenty One Business Park, an addition to the City of Coppell, Dallas County, Texas, as recorded in Volume 99157, Page 27 of the Map Records of Dallas, County, Texas; THENCE North 89 degrees 43 minutes 43 seconds East, with the north line of said Callejo tract and the south line of said One Twenty One Business Park, a distance of 2,361.78 feet to a 1/2 -inch set iron rod with cap for corner on the west right -of -way line of Coppell Road (variable width right -of -way) THENCE South 00 degrees 07 minutes 22 seconds West, with the west right -of -way line of said Coppell Road, a distance of 2,226.48 feet to a 1/2 -inch set iron rod with cap for corner; THENCE South 87 degrees 20 minutes 29 seconds West, departing said west right -of -way line of Coppell Road, a distance of 225.01 feet to a 1/2 -inch set iron rod with cap for corner; THENCE South 87 degrees 28 minutes 55 seconds West, a distance of 192.34 feet to a 1/2 -inch set iron rod with cap for corner; THENCE South 00 degrees 19 minutes 24 seconds West, a distance of 301.51 feet to a 1/2 -inch set iron rod with cap for corner; THENCE North 87 degrees 08 minutes 01 second East, a distance of 2.12 feet to a 1/2 -inch set iron rod with cap for corner; THENCE South 01 degree 28 minutes 10 seconds West, a distance of 222.85 feet to a 1/2 -inch set iron rod with cap for corner on the north right -of -way line of Sandy Lake Road (variable width right -of -way); Highway 121, a THENCE South 88 degrees 58 minutes 49 seconds West, with the north right -of -way line of said Sandy Lake Road, a distance of 696.56 feet to a 1/2 -inch set iron rod with cap for corner; THENCE North 00 degrees 37 minutes 37 seconds West, continuing with said north right -of -way line of Sandy Lake Road, a distance of 25.00 feet to a 1/2 -inch set iron rod with cap for corner; THENCE North 89 degrees 55 minutes 47 seconds West, continuing with said north right -of -way line of Sandy Lake Road, a distance of 227.31 feet to a 1/2 -inch set iron rod with cap for corner; THENCE North 01 degree 07 minutes 58 seconds West, departing said north right -of -way line of Sandy Lake Road, a distance of 1,389.87 feet to a 1/2 -inch set iron rod with cap for corner; THENCE South 89 degrees 36 minutes 46 seconds West, a distance of 1,275.03 feet to a 1/2 -inch set iron rod with cap for corner; THENCE North 89 degrees 52 minutes 56 seconds West, a distance of 296.12 feet to a 1/2 -inch set Iron rod with cap for corner; THENCE North 00 degrees 22 minutes 22 seconds West, a distance of 675.53 feet to a 1/2 -inch set iron rod with cap for corner on the southeast right -of -way line of said State Highway 121; THENCE North 41 degrees 59 minutes 34 seconds East, with the southeast right -of -way line of said State Highway 121, a distance of 378.18 feet to a 1/2 -inch set iron rod with cap for corner; THENCE South 85 degrees 39 minutes 46 seconds East, continuing with said southeast right -of -way line of State Highway 121, a distance of 85.75 feet to a 1/2 -inch set iron rod with cap for corner; THENCE South 50 degrees 08 minute6 32 seconds East, continuing with said southeast right -of -way line of State Highway 121, a distance of 74.29 feet to a 1/2 -inch set iron rod with cap for corner; THENCE North 43 degrees 03 minutes 48 seconds East, continuing with said southeast right -of -way line of State Highway 121, a distance of 134.71 fleet to a 1/2 -inch set iron rod with cap for corner; THENCE North 43 degrees 05 minutes 17 seconds East, continuing with said southeast right -of -way line of State Highway 121, a distance of 23.31 feet to a 1/2 -inch set iron rod with cap for corner; THENCE North 47 degrees 59 minutes 49 seconds West, continuing with said southeast right -of -way line of State Highway 121, a distance of 75.82 feet to a 1/2 -inch set iron rod with cap for corner; THENCE North 22 degrees 13 minutes 12 seconds West, continuing with said southeast right -of -way line of State Highway 121, a distance of 85.52 feet to a 1/2 -inch set iron rod with cap for corner; THENCE North 37 degrees 38 minutes 34 seconds East, continuing with said southeast right -of -way line of State Highway 121, a distance of 145.94 feet to a 1/2 -inch set iron rod with cap for corner; THENCE North 41 degrees 19 minutes 31 seconds East, continuing with said southeast right -of -way line of State Highway 121, a distance of 133.80 feet to the POINT OF BEGINNING AND CONTAINING 125.68 acres of land (5,474,723 square feet), more or less. NOTES 1. EXISTING BOUNDARY SURVEY, DATED MARCH 6, 2014 WAS PROVIDED BY TEXAS HERITAGE SURVEYING, LLC. BOUNDARY SOLUTION IS SUBJECT TO CHANGE FOR FINAL PLAT. 2. DRAINAGE CHANNELS TO BE OWNED AND MAINTAINED BY P.O.A. 3. ALL DRAINAGE EASEMENTS TO BE MAINTAINED BY P.O.A. 4. FIRE HYDRANTS ARE REQUIRED EVERY 300 FEET ALONG FIRE LANE EASEMENTS. 5.FIRE HYDRANTS SHALL BE BETWEEN 3 -6 FEET FROM FIRE LANE EASEMENTS. 6.FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE LOCATED ADJACENT (3 FEET) TO A FIRE HYDRANT. 7. DEPENDING ON HYDRAULIC CALCULATIONS, EACH BUILDING WILL HAVE ITS OWN FIRE PUMP. 8.BUILDINGS ARE REQUIRED TO HAVE A MECHANICAL SMOKE CONTROL SYSTEM, THEREFORE SHOW THE 'MAKE -UP' LOUVERS IN THE BOTTOM 1 /3rd OF ELEVATIONS. 9.ANY GATES CROSSING FIRE LANE EASEMENTS SHALL BE EQUIPPED WITH BI- DIRECTIONAL GTT OPTICOM RECEIVERS AND KNOX PADLOCK OVERRIDES FOR EMERGENCY ACCESS. BENCHMARKS DEVELOPER /OWNER PROLOGIS 1296 NORTH POST OAK ROAD HOUSTON,TEXAS 77055 CONTACT: KYLE LOW PHONE. 713 - 613 -6943 FAX: 972-488-9848 EMAIL: klow @prologis.com ENGINEER HALFF ASSOCIATES, INC. 1201 N. BOWSER RD. RICHARDSON TX 75081 CONTACT :RbBERT GOSSETT TEL: 214 -346 -6200 FAX. 214 - 739 -0095 TBPE FIRM # F -312 EMAIL: rgossett @halff.com "PRELIMINARY" THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. FOR REVIEW PURPOSES ONLY. PRELIMINARY PLAT PROLOGIS PARK ONE TWENTY ONE LOTS 1 -8, BLOCK A OF A 125.69 ACRE TRACT SITUATED IN THE J.E. HOLLAND SURVEY, ABSTRACT NO. 614 CITY OF COPPELL, DALLAS COUNTY, TEXAS FOR PROLOGIS