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HomeMy WebLinkAboutBrewster Pointe Ph 3 PP 2022 September_VARIABLE WPUE N/F N/I 14439/147 COMMON AREA 1 BARBARA ANN BOONE N/F BENNY J AND NA 1 AND PRIVATE DRAINAGE 9.5 ACRE TRACT JOHN WESLEY LOTT & ANCIE LEE 4.392 AM EASEMENT 12313/103 10.0 ACRE TRACT 1 Q 9 14439/147 & 15864/64 ZONED R 10' FENCE CORNER 344/397 ONE ZONEI POST FOUND ZONED R J 12-FENCE ENPOST CORNER IF IRON ROD WITH CAP EXISTING SEWER LINE /,,/ STAMPED "KERR 45020 N41 55 082E - 469.32' N47 23' 242E - 471.87 N49 38' 44•E FOUND 60.00' 270.32' I 139.00' S-8 S-e s-9 S-5 S-8 S 10 COMMON AREAL 5-8 5-e s- 5-12 S-12 s-12 S-1: 10' RUE d 0.185 AC. m -10' PUE J �I� T�- - 14439/147 1II,0' PUS '' 1183.53' I "20' FILE - IVC .. .. v:.. \ 30' PUE 13898/232 PROPOSED TRADEWMD DRIVE TRp)aJ�E,W�iip DRAT I 1 I� 1394B�82 SEWERU 1w2/147 �{ 'y 120.55' I APPROXIMATE LIMITS .. \ _ OF EXISTING 100 10' RUE - WATERLINE + PROPOSEDRLIN" STORM WATER LIMITS 0' PUE " 10' RUE r �q�o9I Ih'I 10' RUE 17,1 �� uM ] N 120.00' nI I / ® I PROPOSED l0 uM II I� 2 BLIC ACCESS Io 10' PUE0.03 R o PE iM E\NT115.00' uX,,al 10PUE 10' u�1 3In\aP n - �o 6PUE aro120.00'28 9 Io1m 1'_IF PROPOS D111.98'00'120.03' I .ZE % 4 1-80ENTION PONDI10'PUE ,JI� 1 10 :3o q 'O 120.00' nEXISTING PND 439/147 „. 8 n . of 5 o ON - 10'LIMITS eailD m`-Y PUE 120.00' "i 115.00' 120.03'e 5 lop to ppi61 �120.00' I PUEPUE 4 b kiO 7 m '° 44 'a ao 6N�� 120.00'nw 115.00' F0 120,03' O vil O nI 10w PUE k - 6 REA 5 &PRIVATE o< 120.00'ASEMENT (PT. DE)©.087 AO 25SED B" 120.06 �oI 3SEWER 120,03'pCC.WMON AREA 3&POE o 120.00' ybCOMMON AREA 2 ¢O�Ae- Si 10'ANDPRIVATE 114.91' 120.03' }�PUE21 J ')RAMAGE EASEMENTd62„MQ35., �32LFOR STORMWATER O `5� DETENTION w 1 5 2 m BT fi.]3' 10• m 10' Pr.DE �L 11},53' I 121.41' Io RUE I� o 5 23 I mI a elII� e e e �IS • UY RUE Iro d ® �o PROPOSED 120.00' q q I 'O' LOTS I1 9 =I~ a 10 I�- 11 I-' 12 I= 13 I^ Iq PUBLIC ACCESS' EASEMENT ,1gN� o Io 110.01, h^ f f I I JN I ROPOSED FIRE � YN J y PROPOSED 5' 5.76' 10' RUE HYDRANT ASSEMBLY' WATERLINE 22 _r I L]T ROPOSED 8" I� 37.50' S5.00 1 55.00' S5D0' S5.00 43.5J WATERLINE "I 120.00' VARIABLE WIDTH '0 3 1p Imp' -' gp _ 1V RUE 10- RUE 14439/147 106.48'RUE RAMBZRDVNER 16 10'RUE J 0 21 o 5 10.16' .. :, .:. :. , .. _ .. .. .. - :.. 116.10' 5.00' 1 n o' I 20.00' n . P �4§,•5$' i5.P0- S,Q}L =0' �55.00' 0 55SQ' .-' 5 ,00' � 55 46.70' �,� top RUE 2 10.89' '4o I LL 104.75' PROPOSED 6' 1 17 20 n " 1 ' IO' SEWER LINE POE 1 0' RUE o Io 0 0 �a 18 Io o 8 I 1324E 5'� 120.00' h 'UE47 yT 1 0 ( :y O I9 r 6 In 7 N r PROPO - - PROPOSED 8' W I I Rf 2 I 3 q I_ J ` WATERLINE n 8 I 9 8' WATERLINE I I I M 10' PUE o Top 10' f P10' pl IS 19 10' RUE pppp­UE .' � J PUE v, 49 36 55.00 55.00 55.00T 55.05 0 0 55.00' 55.00 55 00 46 70� 107.4E 95.00 BREWSTER DRIVE i - ST ,., .. , ..,..,:. ._ .:e:... .., ..... IS tom.. _ 8 - W OWN - Je' PAM apa 1ws/u> BREWSTER DRIVE E"IW YK; - ^PAVEMENT f-EXISTING FIRE HYDRANT Al INTERSECTION y ," Y" F" : , ., _ R ::C.:.. w '. \ ,..• t G'.:.,:- . F BREWSTER DRIVE W S41,56-37 1612.46 ND AESKEW DRIVE I/2" INCH IRON ROD EE < C EXISTING FIRE HYDRANT` i m �1 Was r VR6�BCCld n13 fy-ap 20' POE WITH CAP STAMPED V Z AT INTERSECTIN OF 19 °KERR ETONBURY AVENUE AND 20' PUE CASTLEGATe II SEC I07 13037274 first round 1 fBVIBW 13037/274 4502' FOUND m A 13037/274 5' PUE PORTAND AVENUE k © 3037/274 4 3 2 1 I m 11 9 8 7 6 5 4 3 2 1 PRELIMINARY PLAN NOT FOR RECORD - VICINITY MAP LOCATION NOTES: gT LLLAWAY CLIFfON N/F FIT N/F REMAINDE 11. COORDINATES AND BEARING SYSTEMS SHOWN HEREON ARE T 1.58 ACRE TRACT TOMMY L BROWDER ROBERT C CARROLL LOT 5. NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) 12ACR 0TR 2.00 ACRE TRACT BASED ON THE PUBLISHED COORDINATES OF THE CITY OF 2.00 ACRE TRACT BENJAMIN / 8312/106 W12/110 GRAHAM COLLEGE STATION CONTROL MONUMENT CS94-137 AND AS FENCE CORNER ZONED R ZONED R ZONED R SUBDIM ION, ESTABLISHED FROM GPS OBSERVATION. FOUND (T-POST) COMMON AREA 5 PLAT 12/394. 2. DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS EXISTING 12" SEWER LINE ENCE CORNER POST FOUND {I OTHERWISE ATED. AREAS SHOWN AS "MEASURED" HEREON OAT' N4P 18' 480E -1925T N4P 15 152E - 246.88' Im ARE CALCULATED FROM GRID DISTANCES. TO OBTAIN 196G6' ,09' I SURFACE DISTANCES (NOT SURFACE AREAS) MULTIPLY BY A 5-12 S-t2 5-12 5-12 S-12 S-12 F COMBINED SCALE FACTOR OF LD0009301916043. PROPOSED u' 3. THIS PLAT WAS PREPARED IN CONJUNCTION WITH A FIELD - -WIDE 10' RUNE- T ROPERTY CORNER NOTES DESCRIPTION (METES AND BOUNDS). THE PLAT AND FALLS AT EDGE OF FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT Do' s 6- FENCE CORNER TOGETHER. I___pp.Q9_ $fl�6'_ }{g"46- ' � I POST FOUND 10' RUE 15' PLDE 1 " I II II 4' THE TOPOGRAPHY SHOWN IS FROM FERIAE SURVEY DATA. F 5. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR In FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE •m� o o o °'I ryy/~ I I II RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, _ r\y �` ✓+ MAP NO. 48041CO325EE, EFFECTIVE DATE: MAY 16, 2012. 29 I 30 `rI 31 =tI 32 �I 33./ 10' RUE IW I I I I 6. ZONING FOR THIS TRACT IS GENERAL SUBURBAN (GS). D' PUE /h/ PROPOSED 4 I 49.9E 505 7. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS 10' RUE fn SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED 6.01' 6.01' PUBLIC ACCESS I II im DEVELOPMENT ORDINANCE FOR THE ZONING CLASSIFICATION 35.21 55.00 ' EY EASEMENT p1• I I I II IN WHICH THDAY. 55.00' 35.21\11'� i 10' POET y a I I B. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT HOUBERRYLOOP 10 POE LEAST 2" IN CALPER OR 1 TREE OF 6' CALIPER PER so' xow - a PAVuexr y. \ ROW DEDICATION ORDINANCE N0. 3222. FOR W.S. PHILLPS 35 I I II PARKWAY 9. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE CITY ypA -95.Q� �SQfL 11]69' O.BW ACRES AND CONSTRUCTOLLEGE ADO TO N. THE CITYWOFEREINES COLLEGE ISTATON D BE DESIGNED 10' RUE SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN \ I ' I NI NILf1Y EASEMENTS AT THE FRONT OF THE RESIDENT& LOTS. 1 O L THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO ��1� 1' q s FIRE HtDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 9 10 120.0_i to PUE - I 120.00' I� 1 36 18 I I Uy.h 10 A WATER PROVIDED PER REPORT MIS SUBDIVISION WILL BE -- p 121,252 I e COMMON AREA 5 T 11. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY THE CITY' OF COLLEGE I� I STATION. _ 8 I h ' 12. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED 12 120.00' 000' 119. B I" I I I I F ACCORDING TO THE DRAINAGE POLICY AND DESIGN 10' PUE ROPOSED 6" I I II F STANDARDS. wIpIp $ O I oo S = SEWER LINE rO I "n 13. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY ',rrMl 7 12 DC • THE I WHENR EASEMENTTIISE IN COMMON AREA AND OR 120.00' 120.00' n m 1183 �, h nI I I W 8 HOMEOWNERS ASSOCIATION. LANDSCAPE. FENCED. fyJ STRUCTURES. GRADING ETC. CANNOT IMPEDE THE FLOW OF PROPOSED FIRE I .6 0+ ' u S� THE PRIVATE DRAINAGE EASEMENT. &J HYDRANT ASSEMBLY �I 4 I 1� I II f :Q u M n 14. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND 0 6 I 0' PrOE 13 Im y 39 InI I I I ��9 MAINTAINED B THE HOME OWNERS' ASSOCIATION (H HOA 5 DOCUMENTS WILL BE PROVIDED WITH THE FINAL PLAT N _ Y A ACCORDANCE WITH COMMON SECTION 12ANDF OWNERS ��2000'- �20.U0`- 11]43 ASSOCIATIONS FOR COMMON AREAS AND FACILITIES. �g1 `�g^I 15. IN LOCATIONS WITH CROSS LOT DRAINAGE OF STORMWATER .o' S '" Iq 6 1 I ' 0 40. 0 I I I I I I FLOW 5 NOTRUNOFF, A IMPEDED EP DEDNAGE WAY SMALL. BE PRONIDED THAT THE BY FENCES. STRUCTURES OR OTHER FACILITIES. APPROXIMATE LOCATION P1 J- 120.00' h 120.00' I� 116,16 h I I II 10' COMMUNICATIONS 16. SIX FOOT SIDEWALKS. FOUR FEET OFFSET FROM THE BACK EASEMENT OF CURB SHALL BE REQUIRED ON BOTH SIDES OF PROPOSED 8' 10' PUE TO VYVX, INC ETONBURY AVE AND ONE SIDE OF BREWSTER DR. THE SOUTH WATERLINE `g� I 3532/2D SIDE OF BREWSTER DR WILL HAVE AN EIGHT FOOT SIDEWALK '0 ET 4 vi TS ,a ia' ql I,r1fm OFFSET FROM THE BACADJACENT TO THE K OF CURB , FFVE TSHALLW BE REQUIRED S FOUR EON BOTH SIDES OF ALL OTHER STREETS. 12000' I 120.00' n 114.88 I APPROXIMATE LOCATN 1O - " I I 50' PIPELINE EASEMENT 17. BREWSTER DR AND ETONBURY AVE SHALL HAVE BIKE VJJES, j 10' RUE o I I 132/fifi AND NO ON -STREET PARKING IS PERMITTED ON THE TWO yY , Io STREETS. N 3 16 42 In 18. DRIVEWAY ACCESS FROM RESIDENTAL LOTS SHALL NOT BE nI 120.00' IN 113,61, . I I € m PERMITTED ONO BREWSTER DRIVE AND ETONBURY AVE. 120.00' 19. MIS DOCUMENT WAS NOT PREPARED BY A PROFESSIONAL 1 10' PUE �I HAND SURVEYOR AND IS NOT TO BE USED AS PROFESSIONAL oll 99qu9 $O !qry SURVEYING WORK. THIS DOCUMENT IS BASED ON AN ON THE 0 2 u1 17 n "' 43 In I I II GROUND SURVEY DOCUMENT PREPARED BY BRAD KERR RPLS NO. 1502. ���ryryry ,,�//111 12000' 'rY 120.00' 112.33 20. SINGLE FAMILY PARKING REQUIREMENTS: dyl%:/ PUE- - 1 - - 10' RUE I • I m A. ALL LOTS ARE UNDER 70' AND WILL MEET THE - I 1�I I'F- I y REQUIREMENT BY REMOVING PARKING FROM ONE SIDE OF A ,J PROPOSED ATERLINE 44 I I I n STANDARD STREET. THE LOCATION OF THE NO PARKING pl SIGNS WILL BE DETERMINED WITH THE FINAL PLAT. 10 POE - 18 ` ! J- �10• RUE Io I a I 2L MAXIMUM IMPERVIOUS COVER TO BE 65% THIS MAXIMUM A111 PERCENTAGE WILL BE IN ACCORDANCE WITH THE DRAINAGE INCH - -/ - _i We CAP STAMPED; IO PI SEC I 20' RUE "KERR AP FOUND' ✓/ 12107/E CASTLEGATE 12107/1 12107/123 12107/123 12107/123 QI/ 17 16 15 14 13 12 11 10 9 8 7 MISTED FIRE HYDRANT 0' PUE AT INTERSECTION OF � 61210J/123 BRAMBER DRIVE AND PORILAND AVENUE LINE TABLE LINE g LENGTH DIRECTION L1 7.34' S41' 56' 44'W L2 38,24' 328' 21' 14°W L3 36.28' 54' 35' 570E L4 25.00' S48' Der 522E L5 67.93' S48' 03' 312E L6 34.66' S1' 56' 180E L7 21.49' S49' 04' 04"W LB 36.80' SEW 19' 02'W L9 37.57' Ns' 47' 11`W L10 38.24' N28' 21' 142E LI1 34.13' N84' 57' 59°E L12 35.36' NY 04' 520W L13 70.22' N41' 55' 080E L14 35.35' N86 55' 52°E LINE TABLE LINE g LENGTH DIRECTION L15 35.M' S3' 03' 232E L16 76.25' SO' 56' 37"W L17 34.21' SBB' HE' 25"W L18 55.11' 1 23' 48'W L19 35.M' N86' 56' 37"E 1.20 MOO' S48' 03' 230E L21 35.M' ST 03' 232E I 35.M' S86' 56' 37"W L23 70.01' N48' 03' IYW L24 35.90' FIT 10' 12'W L25 25.00' S48' 04' 52°E L26 35.36 NEW 55' 080E L27 81.71' N41' 55' 082E Us 35.36' N86' 56' 370E LINE TABLE LINE g LENGTH DIRECTION L29 64.26' SW 03' 232E L30 35.36' N86' 56' 37"E L31 35.36' N3' 03' 2YW L32 35.36' N86' 56' 372E L33 35.40' Ill 56' 372E 04 67.B0' N38- 49' 41'E L35 "SIT N2' 41' 3YW L36 28.32- N38' 49' 41"E L37 11.55' N44' 24' 53°E L38 35.36' N3' 03' 23'W L39 35.36' NB6 56' 37°E L40 35.36' S3' 03' 23"E L41 35.36' S86- 56' 37'W Curve Table CURVE / LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 28.85' 225.00' OO720'46' 14.44' 28.83' S3701'371V C2 41.51' 175.00' 013'35'30' 20.85' 41.42' S35'OR59"W C3 30.23' 470.00' 003'41'05" 15.12' 30.22' 546142200E C4 33.87' 530.00' OOY39'43" 16.94' 33.87' S46'13'39T C5 25.45' 445.00' MY16'35" 12.73' 25.44' S4725'47'YW C6 8.23' 505.00' 000'SVOt" 4.11' 8.23' S4636'04'YW C7 11.66' 225.00' OTT58'10" 5.83' 11.66' N29'50'19"E C8 17.00' 175.002 005'33'59' 8.51' 17.00' N31'08'14"E C9 1 34.08' 530.00' 003'41'OS' 17.05' 34.08' N4614'20"W C10 99.77' 63.50' 090'01'29° 63.53' 89.82' N8655'52"E CI1 1 17.65' 1 25.00' 1 04627'08" 9.21' 1 17.29' 1 N21'43'03"E 5 REPORT PREPARED AND SUBMITTED WITH THE FINAL PLY' OF THIS SUBDIVISION. 22. THIS TRACT IS SUBJECT TO CITY OF COLLEGE TON MPACT FEES. =a 0. r 5.34' y O 4Go RESTRIPE TURN LANE A 'P9q, b�c0( V oy,TM ARROW XI�\ �.OMQopEMENTAND \ eA n V A�9i 2C c g 60 30060 'G SCALE IN FEET Curve Table CURVE iP LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C12 149,15' 50.00' 17954'42" 629.10' 99.69' N86'56'50"E C13 17.65' 25.00' 04627'34" 9.21' 17.29' S2749'36"E C14 15.75' 25.00' 03W0526" 0.14' 15.49' 1466'06'06"YW C15 141,53' 50.00' 162-10'51' 318.95' 98.79' NOTON23101 C16 15.75' 25.00' 036`0526" 8.14' 15.49' N59'59'20'E C17 15.75' 25.00' 036'05'26" 8.14' 15.49' N2Y53'54"E 018 141.53' WWI 162-10*510 318.95' W79' N8656'37"E C19 15.75' 25.00' 036`01 8.14' 15.49' S3000'4C'E C20 20.12' 3]0.00' 003'OB'56" 10.06' 20.12' N40'23'09'E C21 41.93' 430.00' 005'3512" 20.98' 41.91' N41'37'17°E REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEVELOPMENT REVIEW DIVISION XTP JESSE DIMEOLO, STAFF PLANNER 09/12/2022 REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEPARTMENT DEVELOPMENT REVIEW DIVISION UNDSEY PRESSIER, GRPaOATE ENGINEER I 091142022 QOT TO SCALE LOT TABLE LOT TABLE LOT TABLE BLOCK &LOT # LOT AREA (SF) 25' SETBACK LOT WIDTH (FT) DEPTH (FT) BLOCK &LOT # LOT AREA (SF) 25' SETBACK LOT WIDTH (FT)LOT (FT) DEPTH (FT) BLOCK &LOT # LOT AREA (SF) 25' SETBACK LOT WIDTH (FT) LOT DEPTH (FT) BLOCK 1, LOT 1 7547.34 78.00 105.00 BLOCK 4, LOT 12 6633.00 55.00 121.00 BLOCK 5, LOT 6 6600.00 55.00 120.00 BLOCK 1, LOT 2 5783.00 55.00 105.00 BLOCK 4, LOT 13 6623.00 55.00 121.00 BLOCK 5, LOT 7 6600.00 55.00 120.00 BLOCK 1, LOT 3 5960.00 55.00 108.00 BLOCK 4, LOT 14 6467.00 54.00 118.00 BLOCK 5, LOT 8 6600.00 55.00 120.00 BLOCK 1, TAT 4 6150.00 55.00 112.00 BLOCK 4, TAT 15 12402.00 53.00 148.00 BLOCK 5, LOT 9 8088.00 70.00 120.00 BLOCK 1, LOT 5 6882.00 60.00 115.00 BLOCK 4, LOT 16 9719.00 53.00 116.00 BLOCK 5, LOT 10 8088.00 70.00 120.00 BLOCK 1, LOT 6 6900.00 60.00 115.00 BLOCK 4, LOT 17 7012.00 55.00 132.00 BLACK 5, LOT 11 6600.00 55.00 120.00 BLOCK 1, LOT 7 6900.00 60.00 115.00 BLOCK 4, LOT 18 9041.00 70.60 132.00 BLOCK 5, LOT 12 6600.00 55.00 120.00 BLOCK 1, LOT 8 6325.00 55.00 115.00 BLOCK 4, LOT 19 8159.00 70.60 120.00 BLOCK 5, TAT 13 6600.00 55.00 120.00 BLOCK 1, LOT 9 6325.00 55.00 115.00 BLOCK 4, LOT 20 6600.00 55.00 120.00 BLOCK 5, LOT 14 6600.00 55.00 120.00 BLOCK 1, LOT 10 8527.00 55.00 115.00 BLACK 4, LOT 21 6600.00 55.00 120.00 BLOCK 5, TAT 15 6600.00 55.00 120.00 BLOCK 2, LOT 1 8665.00 75.00 124.00 BLOCK 4, LOT 22 6600 55.00 120.00 BLOCK 5, LOT 16 6600.00 55.00 120.00 BLOCK 2, LOT 2 7222.00 60.00 120.00 BLOCK 4, TAT 23 6600.00 55.00 120.00 BLOCK 5, LOT 17 6600.00 55.00 120.00 BLOCK 2, LOT 3 7205.00 60.00 120.00 BLOCK 4, LOT 24 6600.00 55.00 120.00 BLOCK 5, LOT 18 8159.00 71.00 120.00 BLOCK 2, TAT 4 7207.00 60.00 120.00 BLOCK 4, TAT 25 6600.00 55.00 120.00 BLOCK 2, LOT 5 7208.00 60.00 120.00 BLOCK 4, LOT 26 6600.00 55.00 120.00 BLOCK 2, LOT 6 7210.00 60.00 120.00 BLOCK 4, LOT 27 6586.00 55.00 120.00 BLOCK 2, LOT 7 9076.00 80.00 120.00 BLOCK 4, LOT 28 7952.00 58.00 115.00 BLOCK 3, LOT 1 8290.00 75.00 120.00 BLOCK 4, LOT 29 6553.00 55.00 120.00 BLOCK 3, LOT 2 6600.00 55.00 120.00 BLOCK 4, LOT 30 6600.00 55.00 120.00 BLOCK 3, LOT 2 6600.00 55.00 120.00 BLOCK 4, LOT 31 6600.00 55.00 120.00 BLOCK 3, LOT 3 6600.00 55.00 120.00 BLOCK 4, LOT 32 6553.00 55.00 120.00 BLOCK 3, TAT 4 6600.00 55.00 120.00 BLOCK 4, TAT 33 7826.00 55.00 112.00 BLOCK 3, LOT 5 6600.00 55.00 120.00 BLOCK 4, LOT 34 13513.00 54.00 122.00 BLOCK 3, LOT 6 6600.00 55.00 120.00 BLOCK 4, TAT 35 7595.00 55.00 118.00 BLOCK 3, LOT 7 6600.00 55.00 120.00 BLOCK 4, LOT 36 6690.00 55.00 121.00 BLOCK 3, LOT 8 6600.00 55.00 120.00 BLOCK 4, LOT 37 6634.00 55.00 120.00 BLOCK 3, LOT 9 7979.00 72.00 120.00 BLOCK 4, LOT 38 6564.00 55.00 119.00 BLOCK 4, LOT 1 7487.00 84.00 131.00 BLOCK 4, LOT 39 6494.00 55.00 117.00 BLOCK 4, LOT 2 6602.00 55.00 120.00 BLOCK 4, LOT 40 6424.00 55.00 116.00 BLOCK 4, LOT 3 6600.00 55.00 120.00 BLACK 4, LOT 41 6353.00 55.00 115.00 BLOCK 4, TAT 4 6600.00 55.00 120.00 BLOCK 4, LOT 42 6283.00 55.00 114.00 BLOCK 4, LOT 5 6600.00 55.00 120.00 BLOCK 4, TAT 43 6213.00 55.00 112.00 BLOCK 4, LOT 6 6600.00 55.00 120.00 BLOCK 4, LOT 44 7560.00 71.00 111.00 BLOCK 4, LOT 7 6600.00 55.00 120.00 BLOCK 5, LOT 1 8159.00 71.00 120.00 BLOCK 4, LOT 8 7225.00 63.00 121.00 BLOCK 5, LOT 2 6600.00 55.00 120.00 BLOCK 4, LOT 9 6633.00 55.00 121.00 BLOCK 5, LOT 3 6600.00 55.00 120.00 BLOCK 4, LOT 10 6633.00 55.00 121.00 BLOCK 5, TAT 4 6600.00 55.00 120.00 BLACK 4, LOT 11 6633.00 55.00 121.00 BLOCK 5, LOT 5 6600.00 55.00 120.00 PRELIMINARY PLAN