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Home My WebLink AboutDrawingsI I 10' PUE 10' PUE /_ - -- --- -- 10' PUE Oz I � Wr 00 rn5' PUE /'- _p �- - 12 I �' o (� 10' PUE z 10' PUE 11 5' PUE 10' PUE 10 I I _ I I I 9 l0 I - I I I I I 8 I ITHE BARRACKS II SUBDIVISION I PHASE 105 I / I I 7 I CO I 1 I6 I THE BA RACKS II SUBDIVISION I PHASE 102 5 I 11646/167 I - - Z I I I 4 5' PUE J I -- O `d I PUE THE BARRACKS II SUBDIVISION PHASE 108 10' PUE- - TANG CAKE DRIVE 6T ROW - 38' PAVEMENT 10 PUE "E - 449.62' II I II 20' PUE I II II I II (I BLOCK 26 LOT 1 4.911 ACRES PUBLIC UTILITY EASEMENT 7233/93 METES AND BOUNDS DESCRIPTION OF A 4.911 ACRE TRACT CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 108.88 ACRE TRACT AS DESCRIBED BY A DEED TO HEATH PHILLIPS INVESTMENTS, LLC, RECORDED IN VOLUME 9627, PAGE 73 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A '/2 INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF OLD WELLBORN ROAD MARKING THE EAST CORNER OF SAID REMAINDER OF 108.88 ACRE TRACT AND THE NORTH CORNER OF A CALLED 12.40 ACRE TRACT AS DESCRIBED BY A DEED TO OSAGE, LTD RECORDED IN VOLUME 1130, PAGE 570 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS; INE OF SAID REMAINDER OF 108.88 ACRE TRACT AND THENCE: S 410 12' 34" W ALONG THE COMMON L SAID 12.40 ACRE TRACT FOR A DISTANCE OF 494.87 FEET TO THE SOUTH CORNER OF THIS HEREIN DESCRIBED TRACT, FOR REFERENCE A 3/8 INCH IRON ROD FOUND KING THE WEST CORNER OFS AID MAR 12.40 ACRE TRACT BEARS: S 410 12'34" W FOR A DISTANCE OF 22.50 FEET; THENCE: N 47° 45' 43" W ALONG THE COMMON LINE OF SAID REMAINDER OF 108.88 ACRE TRACT AND AN EXISTING 24' WIDE ALLEY AS DEPICTED ON THE PLAT OF THE BARRACKS 1I SUBDIVISION, PHASE 102, RECORDED IN VOLUME 11646, PAGE 167 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND ALONG THE EXTENSION OF SAID LINE, FOR A DISTANCE OF 410.17 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; THENCE: THROUGH SAID REMAINDER OF 108.88 ACRE TRACT FOR THE FOLLOWING CALLS: FALONG SAID CURVE EET (CHORD BEARS: THROUGH 0 OUGH W CENTRAL R L ANAL THE END 0' S0" FOR AN ARC DISTANCE OF 39.27 N 420 14' 17" E FOR A DISTANCE OF 449.62 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 41'26" FOR AN ARC DISTANCE OF 39.57 FEET (CHORD BEARS: N 870 35'00" E - 35.57 FEET) TO THE END OF SAID CURVE ON THE SOUTHWEST LINE OF OLD WELLBORN ROAD; THENCE: S 470 04' 17" E ALONG THE SOUTHWEST LINE OF OLD WELLBORN ROAD FOR A DISTANCE OF 401.01 FEET TO THE POINT OF BEGINNING CONTAINING 4.911 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. �I 6 (I I 40 20 0 40 SCALE IN FEET CAPPS DRIVE 50' ROW - 27' PAVEMENT 5' PUEN I 11646/167 p II PUBLIC UTILITY EASEMENT 10' PUE ro 9 _- _ i 7233/93 11646/167 I 20' PUE ,--- BLOCK 26 24 5' PUE I I W PUE '-LI ( 11646/167 10' PUE ____ ---------"� 5' PUE 11646/167 11646/167 - - I------ I-------------� I- S: S3,•35 "� S4T T 34'W B� 713.1 GE 17 �pT10N CIr O' V 1PUBLIC UTILITY EASEMENT C) M ^VI 17�y7 51� h912 PEON ty gam' � �oN o I THE BARRACKS SUBDIVISION PHASE 2 1 LIEUTENANT AVENUE CERTIFICATE OF CITY ENGINEER I, _, City Engineer of the City of College Station, Texas,the he lsioncRegul tionsthat tolf the bCitylof College Station. Te asconforms to the rements of City Engineer 7233/93 N /F OSAGE, CTD 12.40 ACRE TRACT 1130/570 CERTIFICATE OF THE SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered Professional Land Surveyor No. 4502, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. R.P.L.S. No. CERTIFICATE OF PLANNING AND ZONING COMMISSION I, -, Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by 20 the Commission on the day of Chairman CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 1. THE BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. NO PORTION OFTHIS TRACT IS WITHIN THE 100 INSURANCE RATE MAP FOR BACCORDING TO THE,: RAZOS COULNTYDA ANDINCORPORATED AREAS; F.E.M.A. FLOOD COMMUNITY PANEL N0. 48041 CO305F, EFFECTIVE DATE: 04/02/2014. 3. THE ZONING OF THIS TRACT IS PDD (PLANNED DEVELOPMENT DISTRICT). NOTED 4. 1/2" IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS OTHERWISE. 5. STORM WATER DETENTION FACILITIES FOR THIS PHASE ARE LOCATED OFF SITE AND ARE TO BE MAINTAINED BY THE HOA. 6. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. 7. WATER SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY WELLBORN SPECIAL UTILITY DISTRICT. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY ST NDARDS. 8. E CTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (B U). ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. g, TIS PROPERTY LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA. Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION LE C1 39.27' 25.00' 090'00'00" 25.00' 35.36' NO2'45'43W C2 j 39.57' 25.00' 090'41'26" i 25.30'__L35,57' N87*35'00"E LEGEND PROPERTY BOUNDARY RIGHT OF WAY LOT LINE - - - - - - - - EXISTING EASEMENT _ PUBLIC DRAINAGE EASEMENT PROPERTY CORNER - PUBLIC UTILITY EASEMENT M111= 1101111111111111111 Em mom EM EM ME= PHASE LINE VICINITY MAP Heath Phillips, Manager of Heath Phillips Investments, LLC, owner and developer of the 4.911 acre tract shown on this plat, and designated herein as The Barracks II Subdivision, Phase 400, in the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements and public places thereon shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. n Heath Phillips, Manager STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Heath Phillips, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this - day of M 20 Notary Public, Brazos County, Texas CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS I, County Clerk, in and for said county, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the --- day of 20_,.--, in the Deed Records of Brazos County, Texas, in Volume Page WITNESS my hand and official Seal, at my office in Bryan, Texas. County Clerk Brazos County, Texas W. Proj Site Id- T FINA P1 A BACKS II SUBDIVI ION THE PHASE 400 - 4.911 ACRES BLOCK 26, LOT 1 CRAWFORD BURNETT LEAGUE, A-7''' COLLEGE STATION, BRAZOS COUNTY, TEXAS JULY 2014 SURVEYOR: ENGINEER: 4502 N0. - RR R Ply RAD KERR, B c Schultz Engineering, LLC KERR SURVEYING, LL 409 N. TEXAS AVE. BRYAN, TEXAS 77803 979.268.3195 2730 LONGMIRE DR., SUITE AI, COLLEGE STATION, TEXAS 77845 979.764.3900 OWNER/DEVELOPER: HEATH PHILLIPS INVESTMENTS, LLC P.O. BOX 262 WELLBORN, TEXAS 77881 979.229.5906 SCALE: 1 "=40' CROSS SLOPE NOTES: DETECTABLE, WARNINGS PEDESTRIAN FACILITIES 2% MIN.1. SIDEWALK PLACEMENT SHALL'BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. CROSSWALKS: GENERAL NOTES: DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC GL GENERAL NOTES: CROSS SLOPE 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED. 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. SIDEWALK @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C. 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1. Al I qI OPFR ARJEMAXIMUM ALLOWABLE THE LEAST CROSS SLOPE _j THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION SURFACE THAT CONSISTS OF RAISED TRUNCATED POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY 2% to 4% 2% MAX., 10/6 MIN. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) w 0 FOR PEDESTRIANS TO CROSS THE INTERSECTION AS WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. ►- w t- LANDING DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS cf) )1 1 WELL AS INFORMING DRIVERS WHERE PEDESTRIANS ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE PAVEMENT W>c MAYBE PRESENT. NOT ALL LOCATIONS NEED THE OF APPROACH SIDEWALKS AS DIRECTED. T a < fj� CONTRAST VISUALLY WITH ADJOINING SURFACES, 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS CROSSWALKS MARKED; HOWEVER, TYPICALLY rpi INCLUDING SIDE FLARES. FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUM m DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 04% WET OF THE OPTIMUM MOISTURE CONTENT COLLECTOR AND ARTERIAL STREETS 00. AS STATED DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 2% SLOPE IN ANY DIRECTION. 4" MAX. IN THE TMUTCO, AN ENGINEERING STUDY SHOULD BE .5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE o AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS IN THE PLANS. 81 TYP, LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN V) SEAL WITH EXPANSION- 2. DETECTABLE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL NOTE: JOINT MATERIAL THE CITY OF BRYAN'S PREFERENCE FOR MARKING �> TkIS DOES NOT TAKE INTO ACCOUNT DRAINAGE SMOOTH DOWEL BAR 'LADDER" RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. U -i 14/112"0 X 18", 12" O.C. 7717 CROSSWALKS IS THE LONGITUDINAL (OR' REQUIREMENTS - BERMS MAY BE REQUIRED 114" R (COATED WITH HEAVY STYLE). THE CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND Of, OUTSIDE OF THE SIDEWALK. 3 GREASE) 3%0" MIN. PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. VARIE OF HOWEVER, IN THE NORTHGATE AREA ADJACENT TO 4" THE LONGITUDINAL (OR APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS 2% MAX. "LADDER" STYLE) IS PREFERRED. PEDESTRIAN I DEVIATION F OM -<-SURFACE FOR EACH CURB RAMP TYPE. THE RAMP EITHER BECAUSE THE ADJACENT SURFACE IS -5- 10" MAX. CURB SCHOOL OR SCHOOL ZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY THESE PRE RENCES WILL BE ALLOWED ONLY WITH PLANTING'OR OTHER N - G SURFACE OR BECAUSE 77 77 TYPICAL PLACEMENT OF DETECTABLE WARNING THE APPROVAL OF THE CITY ENGINEER. Or,,pest . E 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM'OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, OTHERWISE, PROVIDE FLARED SIDES, Li RECYCLED MATERIAL, 112J SEE NOTE 4 THE LONGITUDINAL STYLE MARKING SHALL BE 24" AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR rt� LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, + THICK AS MANUFACTURED SURFACF, ON LANDING AT STREET EDGE BY J•. D. RUSSELL CO. OR THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE /3. LONG' METAL PLASTIC CAP, INSIDE WIDE AND 8 FEET IN LENGTH, SPACED 48 -INCHES DIAMETER TO BE 1/1611 GREATER THAN APART. THE TRANSVERSE MARKINGS SHALL CONSIST APPROVED EQUAL DIAMETER OF.DOWEL BAR. CAP MUST SW(.)_()() OF TWO 12 -INCH WIDE LINES SEPARATED BY 6 FEET FOUND IN THE CURRENT EDITION OF THE TEXAS #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102. BE LONG ENOUGH TO COVER 2 O OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 PSI MARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION DOWEL AND,HAVE STOP SO END OF "THICK MIN.) - 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED. CAP ISA" FROM END OF BAR. FINISH NOTE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE PER TAS z LANDING BY THE CITY ENGINEER. CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESS#3LE PASSAGE OVER OR STANDARDS z THROUGH THEM. 0 ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED WF- CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND to 0 A >w AND CONCRETE. STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE LONG LOCAL STREETS. w SIDEWALK EXPANSION O<Cf CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK wir STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE DETECTABLE WARNING SURFACE -RETRO-REFLECTIVE, THERMOPLASTIC TRANSVERSE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DOMES TO RUN PARALLEL TO SIDEWALK SLOPE REQUIREMENTS & CONSTRUCT -10N JOINT (DOMES TRAVEL) STRIPING. DIRECTED BY THE ENGINEER. 4" MAX Fswi-oo AND USUAL 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN i IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. T-0" MIN. 4"x4"x3/16" STRUCTURAL STEEL TUBING 6'-0" VARIES --J, 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE SAWED OR FORMED, CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES C? SIDE FLARE 12" 1. 8,0 C MAXIMUM 8' O.C. MAXIMUM D.C. 1/8" TO 3/16 SEAL WITH EXPANSION (TYP.) (PENETRATES) A CURB. JOINT MATERIAL, MIN. i'�¢ 11. SEPARATE CURB RAMP AND 2% MAX LANDINGSFROM ADJACENT 3/8" TS WITH PREMOLD OR SIDEWALK "SEE NOTE 4 BOARD JOINT OF 314" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. f \�v' MIN FACE'OF 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETE' - - - - - - - - - - #4 BARS@ 18" O.C.E.W. STRENGTH = 3000 PSI TYPICAL PLACEMENT OF DETECTABLE 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG 4THICK MIN.) CURBL INE. 6" O.C. VEE FINISH NOTE 4"x2"0116" STRUCTURAL STEEL TUBING SIDEWALK CONTRACTION JOINT WARNING SURFACE ON SLOPING RAMP RUN 4"x4"x3/16" STRUCTURAL \\_1 "x1"x3116" STRUCTURAL STEEL TUBING ► STEEL TUBING ALONG MINOR COLLECTORS SW2-01 SEE CONNECTION DETAIL MIN 811 SWEEP SAND GENERAL NOTES (PAVERS) MAX 24', INTO ALL JOINTS AND LARGER FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL 4" CONQ. SIDEWALK 0--T REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO 2-3/8_ UNIT BASKET WEAVE PATTERN ORAS DIRECTED. 3 1.... -- z -SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS 1/2" DIA. BOLT LAY FULL T`"11-1 A < z 5 CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT CAL PERE z F- 0 LANDING 4" F- _J 0000 w 0 DETECTABLE WARNING PAVER UNITS USING A POWER SAW. T/ 4"F ]q CONNT, C TION D_ E, TAIL 7.5" w>0 0 0 00 fn Lu LANDING GUARDRAlL ui ACCEPTABLE w TRA 8%0" W> TRAFFIC RATED VARIES ------J, wmm a< PAVER MATERIAL 15 x 8" wwx DETECTABLE WARNING at-pNO. 3 REBAR AROUND PAVER INSET -ol i [swi 2% MAX. PAVER WITH TRUNCATED 4" MAX DOME SURFACE DETECTABLE WARNING PAVER WITH < DETECTABLE AND USUAL w < j EXPANSION JOIN TRUNCATED DOME SURFACE ff/rARNING PAT GENERAL NOTES: 1" MAX, SAND LAYING COURSE SEE NOTE 4 0- - Q - f * A AS REQUIRED 1" MORTAR BED - SHALL CONFORM TO 0 SIDE F E A SIDE FLARE SIDE FLARE APPLICABLE SPECIFICATIONS 1: 10 SLOP J (TYP.) (TYP) ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION ACCEPTABLE SEE NOTE 3 . C -i CONTROL JOINT PERMISSIBLE SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS 28 -DAY CONCRETE TRAFFIC RATED T:TYPICAL)F C�_ . " ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED�, PAVER MATERIAL #3 BARS @ 12- O.C.E.W. OR STRENGTH = 3000 PSI BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. 4" THICK MIN.) zm mmsm"m a= er- #4 BARS @ 18" O.C.E.W. FINISH NOTE j APPROVED EROSION CONTROL MEASURES MUST BE INSTALLEDDURING THE ENTIRE TIME THAT EARTH HAS OF ESTABLISHED AFTER ACOMPLETE IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS SIDEWALK PAVER SECTION - V\- MIN. 4" 6' ---- 6' FACE OF CURB ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. EBAR AT RAMP WIDTH PICA[) CURB No. 3 R (TYPICAL) 4 ALONG MINOR COLLECTORS 18" (MAX,) ON -CENTER V BOTH WAYS ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. V (TYPICAL) TI? UINTCA TED DOME PATTERN CLASS A CONCRETE -SHALL CONFORM ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN AND LARGER- CURB )MMP TO APPLICABLE SPECIFICATIONS ACCORDANCE WITH TXDOT STANDARDS REFER TO SPEC 31 17 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. CONCRETE SIDEWALK TYPICAL AA1BUL2Vf011Y RANTIP W/ FiLdUlED NVLNGS DL'TECTABT SECT10jVA-A A-E AVARI'UNG PAVER I SNVI-021 ISW2-02"1 I SNV2-03 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN THE PLANS. THE PLANS. 4' ""VARIES VARIES 3/16" NOMINAL- VARIES -NEENAH GRATE BOLTED ANNULAR SPACE IN PLACE OR APPROVED 3' GREEN SPACE ., . - . . . , :. I , - - EQUAL SIDEWALK 81 NMI i CL DETECTABLE WARNING 6' SIDEWALK-., < SURFACE 6' No. 4 BARS 1AVI-MtNT CUR _ B t4/A\VV/A=\\V/A V/A\V/A �/A\ IA\ I ES T PEDESTRIAN ,IAL i JI + + 1AMP 6" VARIES 12:1 DETECTABLE (Typ) WARNING PROPERTY LINE ROPERTY LINE SURFACE TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND 1[-+vvnr-rNr- 1 rlr-nr_ 10 114 DIGS,STORM SEWER SYSv vTEM 1 HER ls� AVAILABLE. 23' O'CU RB RADIUS N 2j1.5' (20' CURB RADIUS) 16.5' (25' CURB RADIUS) uj < CROSS SLOPE NOT TO EXCEED w z 23'(10- CURB RADIUS) O w 21 5' (20' CURB RADIUS) 2% OR BE LESS THAN 1% ON ANY 16:5- (25' CURB RADIUS) rn PORTION OF RAMP OR TRANSITION in TO STREET -y- CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION TO STREET 8' 5' 1 3--1 _15o11ici1ic View 5/6'SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEAVALK DRAINAGE RAMP AT STREET INTERSECTTONrRAMP A r1r 1 1- -, STREET INTERSECTION TRENCH GRATE Si�73-00 ISW3-01SW3-021 CROSS SLOPE NOT TO EXCEED CROSS SLOPE NOT TO EXCEED CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREET TO STREET TO STREET PER'YPROPERTY PROPERTY LINE DETECTABLE LINE DETECTABLE DETECTABLE TABLE WARNING WARNING WARNING SURFACE SURFACEIJ SURFACE + 81 SIDEWALK 1k RAMP* RAMP* &SIDEWALA 5 5'SIDEWALK 2i ;13 SL( 1:12 => MAX, SLOPE MAX. EXNSION JT. & EXPANSION JT. & 3. SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, EXPANSION JT. & 1/2" DIA, X 16", WITH 1/2" DIA. X 16", WITH @ BACK-/ SMOOTH DOWEL BAR, BACK �21 (CCAP OATE12" D.C. D W/HEAVY BACK-/ (CAP @ 12" D.C. COATED W/HEAVY (a) 12" D.C. OF CURB 1/2" DIA, X 16", WITH OF CURB 6' MIN. OF CURB GREASE) 6' MIN. CAP GREASE) (COATED W/HEAVY GREASE) �'SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP, SSIDEWALK AMBULATORY RAMP T:'STREE_T_ INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 [SNV3-05 CITY OF BRYA: '!'lie Good Life, "!'exits Stile." DRAWN BY: C.L.M. DATE 08-01-12 SCALE N T S APPROVED W. P. K. FIGURE: a IN SHEET 1 OF I II SILT FENCE SILT FENCE OLD WELLBORN ROAD SILT FENCE PROP PROPOSED 5' OSED 5 f PROPOSED 5' WALK— SIDEWALK SIDEWALK -- - ^^ 0---- I (OPTIONAL) W_8 FASTENED TO T -POST ,r,,, .-^"' �• 3p'i '-308- �-- `"' -------•-._ s O �8;-r' 305.10 TW 305.56 TW 306.15 TW 06 3 > ♦. 3 77 TW 3 308.97 TW 309.62 TW me '. . .. 307.66 O8. ♦2 • ♦ � � ; ,• .. 310.26 �.' u 6° MIN. DEPTH -w- STONE E VARIES TW (ASTM 0448 3 T 0�� 0 SEDIMENT CONTROL FABRIC .. - FASTENED SECURELY TO ..' a. a309.67`TW 5" DIAMETER OVERN TO 10 FABRIC AL T -POST ORWITH Fol' t"I .- -- 305.15 TW 305.61 TW' 306.20 TW 306.82 TW 307.71 TW 308.37 TW 309.02 TW 310.31 �- 0, TW GEOTEXTILE / 5 U WITH SAME SQUARE - _O ,CED 6' APART - Z4-S� 8" OF FILTER FABRIC TO ` / �- S=12 FOOTAGE. A AND BE ANCHORED WITH - _ COMPACTED BACKFILL S�2 S-12 S�12 S-12 �- 5-12 S-12 —�-= S-12_ S-12 S-12---z/'S-12 �• '� l/1C i ;,II \ \\4 77CC77U1 1 r '/,V ( o �----------.-----------f----------'----------------._.----in----� 4' 20" ALLOW 2.5' TO 5' AT TOE OF / I �_....-._..-_� EXISTING STREET { ( I ,� "MINIMUM 12' SHALL BE FULL ' SILT FENCE I o M ' ( WIDTH OF SITE ENTRANCE I co °° M I ( 1 I s MIN. NOTE: DRESS WITH ADDITIONAL STONE i INLET PROTECTION N AS NEEDED. STONE IS TO BE ' GEOTEXTILE MAINTAINED SO AS TO PREVENT FROM TRACKING MUD ONTO FABRIC ' I ADJACENT PUBLIC STREETS. ��` I SUBGRADE SECTION A -A — _ I�� o ! ,n oo �� \ �� I CONSTRUCTION EXIT SILT CONTROL N.T.S. 2"X4" WIRE MESH VICINITYY MAP LCC L 0 w 0 Deacon Drive est a " PROJECT � LOCATION o ✓r? ti Rock Prairie Road West CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT, 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER, SEWER, STREETS SIDEWALKS AND DRAINAGE. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 10. THE CONTRACTOR SHALL REMOVE THE EXISTING TOPSOIL AND STOCKPILE FOR REUSE FROM ALL AREAS OF CONSTRUCTION. \ \ I NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC -g 8U3 CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL Leo � I BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. \ \ I C14 * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. \ — STORM DRAIN INLET PROTECTION N.T.S. 00 \ I 00 N_ co I i - { m \ /fn M I o I I .._ % 30600 \ Bios \ \ INLET PROTECTION INLET PROTECTION T � co I { � --�-- - -I- - - - I�— 8 W-8 CI yl ST --W S- T—W-8 T W--S•-T ,",- ;—�—� \8-M — 30 15 0 30 C Engineerin L 7 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED REVISION BY DATE KERR DLD DLD JPS THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON AUGUTS 27, 2014. ISSUED FOR REVIEW JOB NO. DATE 14-342 AUGUST 2014 fhVP E OF 7-, OUB ... .:.....................'s *. Z. JOSEPH P. SCHULTZ U FIRM # 1 f32_P -" ' SCHULTZ ENGINEERING, LLC SCALE IN FEET I Ell OVER-ALL LAYOUT, GRADING • EROSION., , PLAN REVIEIWAWIED FOR _, COMPLIANCE SEP 112014 , COLLEGE STATION' ENGINEERING SCALE VERTICAL N/A HORIZONTAL 1 "=30' PLOTTING SCALE: 1:1 FILE NAME: 14-342 SHEET I / 1 (OPTIONAL) FASTENED TO T -POST OR WOODEN STAKE SEDIMENT CONTROL FABRIC FASTENED SECURELY TO r T -POST OR WOODEN STAKE AL T -POST ORWITH OPTIONAL WIRE MESH DEN STAKE AS TO MAINTAIN. ,CED 6' APART 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL OW DIREC��I l/1C i ;,II \ \\4 77CC77U1 r '/,V 4' 20" ALLOW 2.5' TO 5' AT TOE OF I•" MIIJ. TRENCH-/ SLOPE FOR -SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. .SILT FENCE ASSEMBLY N.T.S. VICINITYY MAP LCC L 0 w 0 Deacon Drive est a " PROJECT � LOCATION o ✓r? ti Rock Prairie Road West CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT, 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER, SEWER, STREETS SIDEWALKS AND DRAINAGE. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 10. THE CONTRACTOR SHALL REMOVE THE EXISTING TOPSOIL AND STOCKPILE FOR REUSE FROM ALL AREAS OF CONSTRUCTION. \ \ I NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC -g 8U3 CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL Leo � I BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. \ \ I C14 * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. \ — STORM DRAIN INLET PROTECTION N.T.S. 00 \ I 00 N_ co I i - { m \ /fn M I o I I .._ % 30600 \ Bios \ \ INLET PROTECTION INLET PROTECTION T � co I { � --�-- - -I- - - - I�— 8 W-8 CI yl ST --W S- T—W-8 T W--S•-T ,",- ;—�—� \8-M — 30 15 0 30 C Engineerin L 7 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED REVISION BY DATE KERR DLD DLD JPS THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON AUGUTS 27, 2014. ISSUED FOR REVIEW JOB NO. DATE 14-342 AUGUST 2014 fhVP E OF 7-, OUB ... .:.....................'s *. Z. JOSEPH P. SCHULTZ U FIRM # 1 f32_P -" ' SCHULTZ ENGINEERING, LLC SCALE IN FEET I Ell OVER-ALL LAYOUT, GRADING • EROSION., , PLAN REVIEIWAWIED FOR _, COMPLIANCE SEP 112014 , COLLEGE STATION' ENGINEERING SCALE VERTICAL N/A HORIZONTAL 1 "=30' PLOTTING SCALE: 1:1 FILE NAME: 14-342 SHEET I / 1 irk S 010 D ID WA D -�l -1 F -lc -1 K -j �'L�� 11AR� R A� illi i"L1]3��`�.%�S�� HEATH PHILLIPS INVESTMENTS, LLC 516 DEACON DRIVE: WEST COLLEGE STATION, TX 77845 (979) 229-5906 TEI'E FIRM REGISTRATION NO. 12327 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON AUGUTS 27, 2014. Jt: ..................... ..J0SFPH..p....SCH.ULT�. .. .. .... .... ISSUED FOR REVIEW 6588 0 0'z'e' fj FIR # 12327 SCHULTZ ENGINEERING, LLC SHEET FIGURE SW SCHEDULE OF SHEETS TITLE OVERALL LAYOUT, GRADING, & EROSION CONTROL PLAN STANDARD SIDEWALK DETAILS THE BARRACKS II SUBDIVISION 10' RUE 10' RUE 10' PUE PHASE/108 - - - - - - - - - - O� TANG CAKE DRIVE 67' ROW - 38' PAVEMENT M > 5' RUE 10' RUE Ar N4714' 17'E - 449.62' 12 f o nil 10' RUE 10' RUE ' 5' RUE i10' RUE - - - i 10 i I I I 9 Qt I 8 I THE BARRACKS I! SUBDIVISION I BLOCK 26 PHASE 105 7 I LOT 1 1 4.911 ACRES 6 R3 I THE BA RACKS II SUBDIVISION PHASE 102 5 11646/167 I I z( II 4 5 RUE N ( � l � li 10' RUE 20' PUE (' 0' RUE i I� I� 20' RUE -n u PUBLIC UTILITY EASEMENT 7233/93 5" PUBLIC ACCESS EASEMENT O d O rn d �-5• PUBLIC ACCESS EASEMENT METES AND BOUNDS DESCRIPTION OFA 4.911 ACRE TRACT CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 108.88 ACRE TRACT AS DESCRIBED BY A DEED TO HEATH PHILLIPS INVESTMENTS, LLC, RECORDED IN VOLUME 9627, PAGE 73 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A '/2 INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF OLD WELLBORN ROAD MARKING THE EAST CORNER OF SAID REMAINDER OF 108.88 ACRE TRACT AND THE NORTH CORNER OF A CALLED 12.40 ACRE TRACT AS DESCRIBED BY A DEED TO OSAGE, LTD RECORDED IN VOLUME 1130, PAGE 570 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: S 41' 12'34" W ALONG THE COMMON LINE OF SAID REMAINDER OF 108.88 ACRE TRACT AND SAID 12.40 ACRE TRACT FOR A DISTANCE OF 494.87 FEET TO THE SOUTH CORNER OF THIS HEREIN DESCRIBED TRACT, FOR REFERENCE A 3/8 INCH IRON ROD FOUND MARKING THE WEST CORNER OFS AID 12.40 ACRE TRACT BEARS: S 41" 12'34" W FOR A DISTANCE OF 22.50 FEET; THENCE: N 47'45'43" W ALONG THE COMMON LINE OF SAID REMAINDER OF 108.88 ACRE TRACT AND AN EXISTING 24' WIDE ALLEY AS DEPICTED ON THE PLAT OF THE BARRACKS H SUBDIVISION, PHASE 102, RECORDED IN VOLUME 11646, PAGE 167 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND ALONG THE EXTENSION OF SAID LINE, FOR A DISTANCE OF 410.17 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; THENCE: THROUGH SAID REMAINDER OF 108.88 ACRE TRACT FOR THE FOLLOWING CALLS: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 00'00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: N 02'45'43" W - 35.36 FEET) TO THE END OF SAID CURVE; N 420 14'17" E FOR A DISTANCE OF 449.62 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 41' 26" FOR AN ARC DISTANCE OF 39.57 FEET (CHORD BEARS: N 87° 35'00" E - 35.57 FEET) TO THE END OF SAID CURVE ON THE SOUTHWEST LINE OF OLD WELLBORN ROAD; THENCE: S 47° 04' 17" E ALONG THE SOUTHWEST LINE OF OLD WELLBORN ROAD FOR A DISTANCE OF 401.01 FEET TO THE POINT OF BEGINNING CONTAINING 4.911 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 40 20 0 40 SCALE IN FEET GENERAL NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY PANEL NO. 48041 CO305F, EFFECTIVE DATE: 04/02/2014. 3. THE ZONING OF THIS TRACT IS PDD (PLANNED DEVELOPMENT DISTRICT). 4. 1/2" IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE. 5. STORM WATER DETENTION FACILITIES FOR THIS PHASE ARE LOCATED OFF SITE AND ARE TO BE MAINTAINED BY THE HOA. 6. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. 7. WATER SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY WELLBORN SPECIAL UTILITY DISTRICT. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS. 8. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 9. THIS PROPERTY LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA. Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 39.27' 25.00' 090'00'00" 25.00' 35.36' NOZ45'43'W C2 39.57' 25.00' 090'41'26' 25.30' 35.57' N87 -35.00"E LEGEND PROPERTY BOUNDARY RIGHT OF WAY - - LOT LINE - - - - - - - - - - - - - - - EXISTING EASEMENT PUBLIC DRAINAGE EASEMENT O PROPERTY CORNER PUBLIC UTILITY EASEMENT MIMI ME= MIM MEE El ME= PHASE UNE CAPPS DRIVE O �d 50' RO 27' PAVEMENT C-1 I 10' RUE 5 RUE N CERTIFICATE OF OWNERSHIP AND DEDICATION 11646/167 0 116'A /167 (i I STATE OF TEXAS PUBLIC UTILITY COUNTY OF BRAZOS EASEMENT -` r I VICINITY MAP BLOCK 26 C 7233/93 I Heath Phllh s Mann or of Heath Phllll s Investments LLC owner and LIEUTENANT AVENUE CERTIFICATE OF CITY ENGINEER City Engineer of the City of College Station, exas, hereby certify that this Subdivision conforms to the requirements of he Subdivision Regulations of the City of College Station, Texas. City Engineer CERTIFICATE OF THE SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered Professional Land Surveyor No. 4502, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. R.P.L.S. No. CERTIFICATE OF PLANNING AND ZONING COMMISSION I, __ Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plot was duly approved by the Commission on the day of -_ 20 Chairman foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of 20 Notary Public, Brazos County, Texas CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS I, -- County Clerk, in and for said county, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the day of 20 , in the Deed Records of Brazos County, Texas, in Volume _ Page WITNESS my hand and official Seal, at my office in Bryan, Texas. County Clerk Brazos County, Texas FINAL PLAT THE BARRACKS II SUBDIVISION PHASE 400 - 4.911 ACRES BLOCK 26, LOT 1 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS JULY 2014 SURVEYOR: ENGINEER: BRAD KERR, RPLS NO. 4502 _ KERR SURVEYING. LLC Schultz Engineering, LLC 409 N. TEXAS AVE. BRYAN, TEXAS 77803 979.268.3195 2730 LONGMIRE DR., SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 OWNER/DEVELOPER: HEATH PHILLIPS INVESTMENTS, LLC P.O. BOX 262 WELLBORN, TEXAS 77881 979.229.5906 SCALE: 1 "=40' 24 1 Z I I developer of the 4.911 acre tract shown on this plat, and designated herein 20' PUE 1 y as The Barracks II Subdivision, Phase 400, in the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of -F��1-5' RUE I the public forever all streets, alleys, parks, greenways, infrastructure, easements and public places thereon shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly I� provided otherwise. 5' PUE � . 11646/167 I 5' PUE 10' RUE 11646/167 11646/167 - i I Heath Phillips, Manager - - I - - - - - - - - - - - - - - - - - - - -� --- I---------I-------------� -- I-------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - "W �i S'7 BEAR S31115, p e�� / AA 's 7ATION 84 12' N't'� T1I - 4W.87' OF COLLEGE C1fY F ►AON 117 PUBLIC EASEMENT 7233/93 12+N �k1>N g 30� �v- 510 �0 N/F �o OSAGE, CTD b o f MoN. y �c oPs 12.40 ACRE TRACT STATE OF TEXAS 1130/570 COUNTY OF BRAZOS yTHE BARRACKS SUBDIVISION Before me, the undersigned authority, on this day personally appeared Heath' PHASE 2 Phillips, known to me to be the person whose name is subscribed to the LIEUTENANT AVENUE CERTIFICATE OF CITY ENGINEER City Engineer of the City of College Station, exas, hereby certify that this Subdivision conforms to the requirements of he Subdivision Regulations of the City of College Station, Texas. City Engineer CERTIFICATE OF THE SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered Professional Land Surveyor No. 4502, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. R.P.L.S. No. CERTIFICATE OF PLANNING AND ZONING COMMISSION I, __ Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plot was duly approved by the Commission on the day of -_ 20 Chairman foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of 20 Notary Public, Brazos County, Texas CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS I, -- County Clerk, in and for said county, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the day of 20 , in the Deed Records of Brazos County, Texas, in Volume _ Page WITNESS my hand and official Seal, at my office in Bryan, Texas. County Clerk Brazos County, Texas FINAL PLAT THE BARRACKS II SUBDIVISION PHASE 400 - 4.911 ACRES BLOCK 26, LOT 1 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS JULY 2014 SURVEYOR: ENGINEER: BRAD KERR, RPLS NO. 4502 _ KERR SURVEYING. LLC Schultz Engineering, LLC 409 N. TEXAS AVE. BRYAN, TEXAS 77803 979.268.3195 2730 LONGMIRE DR., SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 OWNER/DEVELOPER: HEATH PHILLIPS INVESTMENTS, LLC P.O. BOX 262 WELLBORN, TEXAS 77881 979.229.5906 SCALE: 1 "=40' ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 41'26" FOR AN ARC DISTANCE OF 39.57 r FEET (CHORD BEARS: N 87° 35'00" E - 35.57 FEET) TO THE END OF SAID CURVE ON THE SOUTHWEST O LINE OF OLD WELLBORN ROAD; o m 2 � ' _ : 47° 04' 17" E ALONG THE SOUTHWEST LINE OF OLD WELLBORN ROAD FOR A �- ' THENCES •rI + r DISTANCE OF Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD I CHORD DIRECTION Cl 39.27' 25.00' 09(r00'00" 25.00' 35.36' NO2'45'43W C2 39.57' 25.00' 090'41'26" 25.30' 35.57' N87 35'00"E + THE BARRACKS II SUJDIVISION i+ 401.01 FEET TO THE POINT OF BEGINNING CONTAINING 4.911 ACRES OF LAND, MORE OR LESS, AS + - 10' PUE ji 10' PUE PHASE 108 /J� METES AND BOUNDS DESCRIPTION O1r 10' PUE --- --- ,. 1 PUE ' 20PUE + OF A 4.911 ACRE TRACT GENERAL NOTES: _ _ _ - - - - - - - - - - J ( - - / - - I CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS 1. THE BEARING SYSTEM SHOWN HEREON IS BASED. ON GRID NORTH AS ESTABLISHED FROM O kx1 II GPS OBSERVATION. THE .BARRACKS it SUBDIVISION METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN PHASE 105. ( + THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, ?3RAZOS COUNTY TEXAS. 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE II w I �I OT 1 SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 108.88 ACRE TRACT AS DESCRIBED BY A F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS ' I TANG CAKE DRIVE I DEED TO HEATH PHILLIPS INVESTMENTS LLC RECORDED IN VOLUME 96 27, PAGE 73 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. COMMUNITY P 4 PANEL N0. 8041 COO�F, EFFECTIVE DATE: 04/02/2014. m 6T ROW - 38' PAVEMENT + SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: 3. THE ZONING OF THIS TRACT IS PDD (PLANNED DEVELOPMENT DISTRICT). ) 5' PUE BEGINNING AT A ''/Z INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF OLD WELLBORN ROAD MARKING THE EAST CORNER 4. 1/2" IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE. + OF SAID REMAINDER OF 108.88 ACRE TRACT AND THE NORTH CORNER OF A l 10PUE 10' PUE CALLED 12.40 ACRE TRACT AS DESCRIBED BY A DEED TO OSAGE, LTD RECORDED IN VOLUME 1130, PAGE 5. STORM WATER DETENTION FACILITIES F E OR THIS PHASE ARE LOCATED OFF SITE AND ARE TO N4Z 14 17'E - 449.62 + 570 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS; BE MAINTAINED BY THE HOA. - - -" - -' -- PUBLIC UTILITY EASEMENT 7233/93 THENCE: S 41° 12'34" W ALONG THE COMMON LINE OF SAID REMAINDER OF 108.88 ACRE TRACT AND SAID 12.40 ACRE TRACT FOR A DISTANCE OF 494.87 FEET TO THE SOUTH CORNER OF THIS HEREIN 6. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. �i U + DESCRIBED T RACT, FOR REFERENCE A 3/8 INCH IRON ROD FOUND MARKING THE WEST CORNER OFS AID 12.40 ACRE TRACT BEARS: S 41 ° 12'34" W F 7. WATER SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY WELLBORN P SPECIAL UTILITY 12� + OR A DISTANCE OF 22.50 FEET, DISTRICT. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY N STANDARDS. THENCE: N 47° 45' 43" W ALONG THE O COMMON LINE OF SAID REMAINDER OF 108.88 ACRE TRACT AND '•d �''' I 9 r ( I, � AN EXISTING 24' WIDE ALLEY AS DEPICTED ON THE PLAT OF THE BARRACKS lI SUBDIVISION PHASE 102 RECO RECORDED IN VOLUME 11646, PAGE 167 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 8. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES .� I' AND ALONG THE EXTENSION OF SAID LINE, FOR A DISTANCE OF 410.17 FEET TO THE BEGINNING OF (BTU). ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. - LTJr' 20' PUE CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; 9. THIS PROPERTY LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA. I 10* tTj + THENCE: THROUGH SAID REMAINDER OF 108.88 ACRE TRACT FOR THE FOLLOWING CALLS. 5' PUEI _ I ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: N 02'45'43" W - 35.36 FEET) TO THE END OF SAID CURVE 10' PUE I " ' ° N 42 14 17 E FOR A DISTANCE OF 449.62 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING 10 I - A RADIUS OF 25 00 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 41'26" FOR AN ARC DISTANCE OF 39.57 r FEET (CHORD BEARS: N 87° 35'00" E - 35.57 FEET) TO THE END OF SAID CURVE ON THE SOUTHWEST O LINE OF OLD WELLBORN ROAD; o m 2 � ' _ : 47° 04' 17" E ALONG THE SOUTHWEST LINE OF OLD WELLBORN ROAD FOR A �- ' THENCES •rI + r DISTANCE OF Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD I CHORD DIRECTION Cl 39.27' 25.00' 09(r00'00" 25.00' 35.36' NO2'45'43W C2 39.57' 25.00' 090'41'26" 25.30' 35.57' N87 35'00"E I+ 'tv Lv v If 4 5' PUE SCALE IN FEET CAPPS DRIVE I + )W 17 2T PAVEMENT - 0' PUE 5' PUE 11646/167 1646/167 0 �, CERTIFICATE OF OWNERSHIP AND DEDICATION 'rd STATE OF TEXAS PUBLIC UTILITY',COUNTY OF BRAZOS • ISI. -.. -. iS1ki _- _ _..__._._, _( EASEMENTBLOCK Zo � rC7233/93 I, Heath Phillips, Manager of Heath Phillips Investments, LLC, owner and VICINITY MAP 20' PUEdeveloper of the 4.911 acre tract shown on this plat, and designated here"n as The Barracks II Subdivision, Phase 400, in the City of College Station, 5' PUETexas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever ail streets, alleys, parks, greenways, infrastructure, easements and public places thereon shown for the purpose and considerction : ( therein expressed. All .such dedications shall be in fee simple unless expressly i � + 5' PUE I I( provided otherwise. 11646/167 + 5' PUE 110646/167 20' PUE I ----------------------------------- + 11646/167 I ( Heath Phillips, Manager + + 841° 12 34'W 494. - 0 _ o t`rt PUBLIC UTILITY EASEMENT tzt 7233/93 C i O .a N /F ' q OSAGE, CTD 12.40 ACRE TRACT 77 1130/570 STATE OF TEXASf, COUNTY OF BRAZOS x°IhN THE BARRACKS SUBDIVISI N 11t.1.1 I LI PHAS 2 Before me, the undersigned authority, on this da personally appeared Heath Y P Y PP �. Phillips, known to me to be the person whose name is subscribed to the foregoing Instrument, and acknowledged to me that he executed the some for Pro) Ct the purpose and consideration therein stated. Site Given under m hand and seal on this da of I `Notary Public, Brazos County, Texas LIEUTENANT AVENUE FINAj II :. THE BARRACKS II SUBDIVISION PHA - SE 400 4.911 ACRES BLOCK 26 LOT 1 CE TIFICATE OF CITY ENGINEER CERTIFICATE OF THE SURVEYOR CERTIFICATE OF PLANNING AND ZONING COMMISSION CERTIFICATE OF THE COUNTY CLERK CRAWFORD BURNETT LEAGUE A- ----- -------- Cit Engineer of the Cit of College Station STATE OF TEXAS '� City g y g _---, Chairman of the Planning and ZoningSTAT O Te�Cas, hereby certify that this Subdivision conforms to the requirements of I, - E F TEXAS COLLEGE STATION BRAZOS T Commission of the Cit of College Station, Texas hereby certify that the OS COUNTY TEAS ii 9 COUNTY OF BRAZOS Y 9 Y Y COUNTY OF BRAZOS � � .the Subdivision Regulations of ,the City of College. Station, Texas. attached plat was dui approved b the Commission on the I, Brad Kerr, Registered Professional Land Surveyor Y PP Y day of 9 e or N o. 4502 in the State of Y , ---_'---��----____' 20__ _--_-, County Clerk, in and for said county, do JULY 2014 Texas, hereby certify that this plat is true and correct and was prepared • • from an actual survey of the property and that the property markers and hereby certify that this plat together with Its certificates of authentication was filed for record in m office the ____ da of Y Y --------------- .monuments were placed under my supervision on the ground. SURVEYOR. --------- 20 in the Deed ENGINEER. ---~---- City Engineer I ___, Records of Brazos County, Texas, in Volume Y BRAD KERR, RPLS NO. 4502 -------- --------------------- Page ------ Chairman KERR SURVEYING, LLC SCh6ltz Engineering,LL R.P.L.S. Na. 409 N. TEXAS AVE. C WITNESS my hand and official Seal, at my office in Bryan, Texas. BRYAN, TEXAS 77e03 - 979.268.3195 _ 2730 LONGMIRE DR., SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 . --------------------------- , County Clerk OWNER/DEVELOPER: i Brazos County, Texas TflTp HEATH PHILLIPS INVESTMENTS, LLC P.O. BOX 262 ,Y WELLBORN, TEXAS 77881 , 979.229.5906 SCALE: 1 "=40' I+tdSURVEYED 401.01 FEET TO THE POINT OF BEGINNING CONTAINING 4.911 ACRES OF LAND, MORE OR LESS, AS - I ON THE GROUND. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. II THE .BARRACKS it SUBDIVISION PHASE 105. ( + -_i--- BLOCK 26 ii I �I OT 1 I I+ 'tv Lv v If 4 5' PUE SCALE IN FEET CAPPS DRIVE I + )W 17 2T PAVEMENT - 0' PUE 5' PUE 11646/167 1646/167 0 �, CERTIFICATE OF OWNERSHIP AND DEDICATION 'rd STATE OF TEXAS PUBLIC UTILITY',COUNTY OF BRAZOS • ISI. -.. -. iS1ki _- _ _..__._._, _( EASEMENTBLOCK Zo � rC7233/93 I, Heath Phillips, Manager of Heath Phillips Investments, LLC, owner and VICINITY MAP 20' PUEdeveloper of the 4.911 acre tract shown on this plat, and designated here"n as The Barracks II Subdivision, Phase 400, in the City of College Station, 5' PUETexas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever ail streets, alleys, parks, greenways, infrastructure, easements and public places thereon shown for the purpose and considerction : ( therein expressed. All .such dedications shall be in fee simple unless expressly i � + 5' PUE I I( provided otherwise. 11646/167 + 5' PUE 110646/167 20' PUE I ----------------------------------- + 11646/167 I ( Heath Phillips, Manager + + 841° 12 34'W 494. - 0 _ o t`rt PUBLIC UTILITY EASEMENT tzt 7233/93 C i O .a N /F ' q OSAGE, CTD 12.40 ACRE TRACT 77 1130/570 STATE OF TEXASf, COUNTY OF BRAZOS x°IhN THE BARRACKS SUBDIVISI N 11t.1.1 I LI PHAS 2 Before me, the undersigned authority, on this da personally appeared Heath Y P Y PP �. Phillips, known to me to be the person whose name is subscribed to the foregoing Instrument, and acknowledged to me that he executed the some for Pro) Ct the purpose and consideration therein stated. Site Given under m hand and seal on this da of I `Notary Public, Brazos County, Texas LIEUTENANT AVENUE FINAj II :. THE BARRACKS II SUBDIVISION PHA - SE 400 4.911 ACRES BLOCK 26 LOT 1 CE TIFICATE OF CITY ENGINEER CERTIFICATE OF THE SURVEYOR CERTIFICATE OF PLANNING AND ZONING COMMISSION CERTIFICATE OF THE COUNTY CLERK CRAWFORD BURNETT LEAGUE A- ----- -------- Cit Engineer of the Cit of College Station STATE OF TEXAS '� City g y g _---, Chairman of the Planning and ZoningSTAT O Te�Cas, hereby certify that this Subdivision conforms to the requirements of I, - E F TEXAS COLLEGE STATION BRAZOS T Commission of the Cit of College Station, Texas hereby certify that the OS COUNTY TEAS ii 9 COUNTY OF BRAZOS Y 9 Y Y COUNTY OF BRAZOS � � .the Subdivision Regulations of ,the City of College. Station, Texas. attached plat was dui approved b the Commission on the I, Brad Kerr, Registered Professional Land Surveyor Y PP Y day of 9 e or N o. 4502 in the State of Y , ---_'---��----____' 20__ _--_-, County Clerk, in and for said county, do JULY 2014 Texas, hereby certify that this plat is true and correct and was prepared • • from an actual survey of the property and that the property markers and hereby certify that this plat together with Its certificates of authentication was filed for record in m office the ____ da of Y Y --------------- .monuments were placed under my supervision on the ground. SURVEYOR. --------- 20 in the Deed ENGINEER. ---~---- City Engineer I ___, Records of Brazos County, Texas, in Volume Y BRAD KERR, RPLS NO. 4502 -------- --------------------- Page ------ Chairman KERR SURVEYING, LLC SCh6ltz Engineering,LL R.P.L.S. Na. 409 N. TEXAS AVE. C WITNESS my hand and official Seal, at my office in Bryan, Texas. BRYAN, TEXAS 77e03 - 979.268.3195 _ 2730 LONGMIRE DR., SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 . --------------------------- , County Clerk OWNER/DEVELOPER: i Brazos County, Texas TflTp HEATH PHILLIPS INVESTMENTS, LLC P.O. BOX 262 ,Y WELLBORN, TEXAS 77881 , 979.229.5906 SCALE: 1 "=40' 10' PUE 10' PUE -1- THE BARRACKS 11 SUBDIVISION PHASE 102 _ 11646/167 ( I L�_10' PUE �\ -�► --- -- - - - THE BARRACKS 11 SUBDIVISION PHASE 108 ' PUE _ --�---- -- ----------�- /-�--- -- 5' PUE I � � 12 I r on >� m� I 10' PUE ( 11 10' PUE - - 10 9 zG Obi I8 THE BARRACKS 11 SUBDIVISION PHASE 105 I I I6 I 5 I �I 4 5' PUE I / N .A PUE Ii I 10' PUE 20' PUE II ------- ---I' _/__ � - --- -=-� - -I TANG CAKE DRIVE 67' ROW - 38' PAVEMENT 0' PUE N4Z 14' 171E - 445 BLOCK 26 LOT 1 4.911 ACRES PUE Im PUBLIC UTILITY EASEMENT 7233/93 5' PUBLIC ACCESS EASEMENT O i - CAP PDRIVE PAVEMENT `r 50' ROW -'2T 5' PUE ' ( � O I t� � 0 O d 5' PUBLIC ACCESS EASEMENT i - CAP PDRIVE PAVEMENT II 50' ROW -'2T 5' PUE ' ( I) 10' PUE 7 11646 1 /I 11646/167 0 -d i PUBLIC UTILITY r I - -- - _ - EASEMENT 7233/93 - - BLOCK 26 24 \ 1 Z I 20' PUE 5' PUE I 5' PUE 11646/167 I) 5' PUE 10' PUE 11646/167 11646/167 - - - - - -I I - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - --------------- - - - - - - - - - - - - - - --------------------------- I I sfARS' S31,35-gq"W -IA3.11' A•norA 84T 12' WW - 494.87DuLE' GE Cl(� OGPS M N. 117 7 PUBLIC UTILITY CO=I EASEMENT 7233/93 h11Z^N N/F r g5301g.2 NO MON' OSAGE, CTD TRACT of Qg 12.40 ACRE C� 1130/570 > THE BARRACKS SUBDIVISION < PHAS 2 1 LIEUTENANT AVENUE CERTIFICATE OF CITY ENGINEER I,'; City Engineer of the City of College Station, Texas, hereby certify that this Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station, Texas. City Engineer CERTIFICATE OF THE SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 1, Brad Kerr, Registered Professional Land Surveyor No. 4502, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. R.P.L.S. No. CERTIFICATE OF PLANNING AND ZONING COMMISSION I, ___- _ _ _- __, Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the day of --- . 20 Chairman METES AND BOUNDS DESCRIPTION OF A 4.911 ACRE TRACT CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 108.88 ACRE TRACT AS DESCRIBED BY A DEED TO HEATH PHILLIPS INVESTMENTS, LLC, RECORDED IN VOLUME 9627, PAGE 73 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A '/2 INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF OLD WELLBORN ROAD MARKING THE EAST CORNER OF SAID REMAINDER OF 108.88 ACRE TRACT AND THE NORTH CORNER OF A CALLED 12.40 ACRE TRACT AS DESCRIBED BY A DEED TO OSAGE, LTD RECORDED IN VOLUME 1130, PAGE 570 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: S 41' 12'34" W ALONG THE COMMON LINE OF SAID REMAINDER OF 108.88 ACRE TRACT AND SAID 12.40 ACRE TRACT FOR A DISTANCE OF 494.87 FEET TO THE SOUTH CORNER OF THIS HEREIN DESCRIBED TRACT, FOR REFERENCE A 3/8 INCH IRON ROD FOUND MARKING THE WEST CORNER OFS AID 12.40 ACRE TRACT BEARS: S 41' 12'34" W FOR A DISTANCE OF 22.50 FEET; THENCE: N 47'45'43" W ALONG THE COMMON LINE OF SAID REMAINDER OF 108.88 ACRE TRACT AND AN EXISTING 24' WIDE ALLEY AS DEPICTED ON THE PLAT OF THE BARRACKS H SUBDIVISION, PHASE 102, RECORDED IN VOLUME 11646, PAGE 167 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND ALONG THE EXTENSION OF SAID LINE, FOR A DISTANCE OF 410.17 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; THENCE: THROUGH SAID REMAINDER OF 108.88 ACRE TRACT FOR THE FOLLOWING CALLS: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 00'00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: N 020 45'43" W - 35.36 FEET) TO THE END OF SAID CURVE; N 420 14'17" E FOR A DISTANCE OF 449.62 FEET TO TEE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 900 41'26" FOR AN ARC DISTANCE OF 39.57 FEET (CHORD BEARS: N 87' 35'00" E - 35.57 FEET) TO THE END OF SAID CURVE ON THE SOUTHWEST LINE OF OLD WELLBORN ROAD; THENCE: S 470 04' 17" E ALONG THE SOUTHWEST LINE OF OLD WELLBORN ROAD FOR A DISTANCE OF 401.01 FEET TO THE POINT OF BEGINNING CONTAINING 4.911 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 40 20 0 40 SCALE IN FEET CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, Heath Phillips, Manager of Heath Phillips Investments, LLC, owner and developer of the 4.911 acre tractshown on this plat," and designated herein as The Barracks II Subdivision, Phase 400, in the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements and public places thereon shown for the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. Heath Phillips, Manager STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Heath Phillips, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of Notary Public, Brazos County, Texas CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS I, __ County Clerk, in and for said county, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the _ day of 20_.-, in the Deed Records of Brazos County, Texas, in Volume Page _. WITNESS my hand and official Seal, at my office in Bryan, Texas. County Clerk Brazos County, Texas GENERAL NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY PANEL NO. 48041 C0305F, EFFECTIVE DATE: 04/02/2014. 3. THE ZONING OF THIS TRACT IS PDD (PLANNED DEVELOPMENT DISTRICT). 4. 1/2" IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE. 5. STORM WATER DETENTION FACILITIES FOR THIS PHASE ARE LOCATED OFF SITE AND ARE TO BE MAINTAINED BY THE HOA. 6. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. 7. WATER SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY WELLBORN SPECIAL UTILITY DISTRICT. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS. 8. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 9. THIS PROPERTY LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA. Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C7 39.27' 1 25.00' 090'00'00" 25.00' 35.36' NOT45'43'W C2 39.57' 25.00' 090'41'26` 25.30' 35.57' N8T35'0O'E LEGEND PROPERTY BOUNDARY RIGHT OF WAY -� - - - LOT LINE - - - --------------- EXISTING EASEMENT PUBLIC DRAINAGE EASEMENT O PROPERTY CORNER - PUBLIC UTILITY EASEMENT mom M= MEM OEM PHASE LINE VICINITY-1VIAP - FINAL PLAT I %, THE BARRACKS II SUBDIVISION PHASE 400 - 4.911 ACRES BLOCK 26, LOT 1 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS JULY 2014 SURVEYOR: ENGINEER: BRAD KERR, RPLS NO. 4502 KERR SURVEYING, LLC Schultz Engineering, LLC 409 N. TEXAS AVE. BRYAN, TEXAS 77803 979.268.3195 2730 LONGMIRE DR.. SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 OWNER/DEVELOPER: HEATH PHILLIPS INVESTMENTS, LLC P.O. BOX 262 WELLBORN, TEXAS 77881 979.229.5906 SCALE: 1 "=40'