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HomeMy WebLinkAboutDrawings- 20' UTILIT \ \\ //!//' 15' WATERLINE I \\\JEASEMENT,', / 15' WATERLINE I Cp \ EASEMENT 612/589 / EASEMENT LOT 5R v 614/36 DETENTION 3POND UQ �, DETENTION POND I / COMMON AREA I Q �O x 'COMMON AREA 10' WATERLINE / CENTURY HILL EASEMENT, / CENTURY ENTUHILQ - n ( \ DEVELOPMENT n 351/182 DEVELOPMENT\\� D• ip \ 7623/231 ( 7623/231 ( C13 �Q W0 m� U w n Z 20' urnaTY - - - - - N Z - - - - N L29 .q �L EASEMENT, �ON 2 � I 20' PUBLIC UTILITY, ( \ 5 I 1- &n M I 20' PUBLIC UTILITY, I ( � L30 A ��� o m DRAINAGE & \ 612/58.1 'Y . D DETENTION POND d y DETENTION APOND c iii d ACCESS EASEMENT D 'm d ACCESS EASEMENT \ ( S co LOT 7 \ \ I I I II Z L28 N L21 �'9 CTICENTURY HILI \ I LOT 9 N LOT 7 I LOT 9 O L27 J •0/�_ CA I DEVELOPMENT I ( P+ CENTURY HILL CENTURY HILL 6 I iA CENTURY HILI U z I DEVELOPMENT I I I DEVELOPMENT 1 7 z 7623/231 ( \ DEVELOPMENT 10' WATERLINE \ 7623/231 7623/231 7623/231 w EASEMENT, I 80 40 0 _ 80 (° ( r I 80 40 0 80 351/182 332.1X-- - - N8�52-02 �2. -- L19SCALE IN FEET\ SCALE IN FEET aq 175.00' 157.12 \ \ C CCEss L18 i \ 10' PUBLIC 20' DRAINAGE AND EASEMENT 20' DRAI14AGE AND NUTILITY ASEMENT LOT 2R L13 10' PUBLIC I I PUBLIC UTILITY \ I I \ f 7 PUBLIC UTILITY rn I CROSS EASEMENT \� 7623/231 EASEMENT \\\ w LOT '' R ACCESS EUTILITYASEMENT ( \ / 7623/231 \ / Do N EASEMENT I L14 50' ACCESS AND SHARED \ / I ( 50' ACCESS AND SHARED / JLO PARKING DRAINAGE AND t `` PUBLIC UTILITY EASEMENT PARKING DRAINAGE AND PUBLIC UTILITY EASEMENT v' �\ / Ip 7823/231 per? 1 1p3 LOT 6 / N ,p.� I00 N ( I / I I I LCI' 6R / \ / I UTILITY EASEMENT \ / LOT 1R S I I \ _ / L16 � 20' PUBLIC (O d0 - L25 UTILITY O, _ _ I / �`------------------- / LOT3 EASEMENT \\ M 52' �3C -W 555.85' - 7.3 Y - LOT 8 / v - - J / �,. CROSS ACCESS EASEMENT sssP 52 02 w -175.00 I O� \\ I o• \\ n1s. 20' PUBLIC / EASEMENT \\ ) 7623/231 I \\ zzz LEGEND z I I LOT 5R : e / v� \\ -- 20' PUBLIC co ---- - 20 .PV LIC ♦ _ - - _ _ _ unuTY /EASEMENT/ EASEMENT / `� I I - 623/231 / Q PLAT BOUNDARY Ia]J�Z' / \\ Ices / \� �..� - �� W . �.-� PROPOSED LOT LINE N LOT 5 I I O`C' EXISTING LOT UNE .PROPERTY CORNER EXISTING PUBLIC UTILITY EASEMENT I PUBLIC UTILITY EASEMENT LINE 20 PUBLIC / / \ 20' PUBLIC \\ CROSS ACCESS EASEMENT UTILITY UTILITY EASEMENT D I EASEMENT v \\ I 7623/231 LOT 13 CENTURY HILL \\ P.U.E. PUBLIC UTILITY EASEMENT �- .�...,_ L ," ! DEVELOPMENT LOT 13 7623/231 S89P 51' 49'W -161.66' / CENTURY _ SM 52' 02-W -161.66' LIQ C4 r w , CZ / 762,/231 ' ' / NOTES: VICINITY IVI/`11- i 1 N89p 51 49"E - 161.66 / NW 52 02"E - 161.66 / 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GR NORTH AS ESTABLISHED c ` ` FROM GPS OBSERVATION. O (�'� \ 2 ACCORDINGNOF TO THE F.E.M.AT FLOOD INSURANCE RA YEARIS WITHIN THE 100 FLOODPLAIN POR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041C201 -C, EFFECTIVE DATE: 7 7 FEBRUARY 9, 2000. �j 3. 1/2" IRON RODS AT ALL LOT CORNERS AND ANGLEPOINTS, AS REQUIRED BY \ I 10' PUBLIC LI I THE SUBDIVISION REGULATIONS OF THE CITY OF LEGE STATION. 4 I I \ q _ __ \ q m UTILITY50 ACCESS AND SHARED 4. CURVE LcIvGTH5 SHOWN ARE CHORD LENGTHS. ! ' i-- J "lei EASEMENT PARKING DRAINAGE AND � �/� \ 7623/231 PUBLIC UTILITY EASEMENT �/� LOT 4 (00 I \ 623/23, 17?610, CROSS '6'p, PROPERTY N N \ 00 00 rn �. AccEss p \ ��/ /� EASEMENT CROSS pS•.401 \ .4i .O \ 20' PUBLIC 7 ACCESS OAll • • h� UTILITY EASEMENT \ 10' PUBLIC I 50' ACCESS AND SHARED EASEMENT T NG DRAINAGE AND EASEMENT PUBLUTILITYPARKIC UTILITY EASEMENT r�i ' ' LOT 2R -- ---� � � \00 In SM 51' 4WW 175.001 I ) I \ �� j \ `� \ \ 3 20' PUBLIC I LOT 2 \ -►� 20' PUBLIC 20' U1111LITY I I A �' j• \ UTILITY (// `\?, UTILITY I EASEMENT ( EASEMENT � � / \ ?�+ \ ^ I EASEMENT 1. � 3ro, Z I Z �•�`/ / 20' PUBLIC uc \ Xn+�J-� \ / 97.89' 585 S2' 02'W - 463.CII�- IW / EASEMENT I / J \/ / \ 10 uTIUTPIKIAI P1 AT Y / / \ I wN I I N 10 UTLITY EASEMENT 20' PUBLIC EASEMENT 418/530 UTILITY 418/530O EASEMENT C OF oLOT N ) / / \ NI I N \ i; / LOT 1 LOT 3R N 10' UTILITY ' , O 1o' UTILITY , II I EASEMENT �t I EASEMENT I 418/527 /L y►' N I I N I ( 418/527 20' PUBLIC UTILITY / O O LIC UTILITY LIC EASEMENT EASEMENT UTILITY O I I � cn 7623/231 I; I EASEMENT 175.08' 120.00' __ / Q0. 95.70' _ __ "-" I _.. Q`O 38 . 70.3 463.21' 202.25' --�y� �p7-- �g ��ar -� �88 o-�q GS Vt7�5,4�'- -vo L`t J1J'll� - 7.5' DRAINAGE & 7.5' DRAINAGE de Q` PUBLIC UTILITY O PUBLIC UTILITY O -ADEASEMENT / IASEMENT / C.S.C.S.L.AD TEXAS_394887D 3948/87 , / Q` C.S.L.C.S.L ATEXAS_, Q` INC. ADDITION INC. ADDITION PLAT, 2948/87 / 0 PLAT, 2948/87 r / J LOT 2, BLOCK 1CY/O I LOT 2, BLOCK 1/�✓ CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS (,Manuel A. Gonzalez, President of Equifirst Financial Services Corporation, general partner of Goncloss Realty, L.P., owner and developer of this plat, and designated herein as the Century Hill Development Lots 1R, 2R, 3R, 5R & 6R, Subdivision to 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. Goncloss Realty L.P., A Texas Limited Partnership By: Equifirst Financial Services Corporation, A Texas corporation, Its sole General Partner By - Manuel A. Gonzalez, President ORIGINAL PLAT Vol. 7623 Pg. 231 STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Manuel A. Gonzalez 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 ; 20____. Notary Public, Brazos County , Texas LINE TABLE LINE # Curve Table DIRECTION L1 74.02. CURVE # LENGTH RADIUS DELTA TANGENT CH6F CHORD DIRECTION L5 Cl 180.07' 730.00' 01407'59" 90.49' 179. S35 -17.17-W NO' 07' 58"W C2 27.06' 18.50' 083'48'03" 16.60' 24*171 S70'07'03"W 157.11' C3 152.89' 1 431.37' 020' 18'26' 77.25' l5iC N78' 1 0'22 W (, C4 13.34' 430.00' 001'46'39" 6.67' 13.34 N89.14.51 `W NO' 07' 58"W C5 13.34' 370.00' 002'03'57" 6.67' 13.34' S89 -06.12"E C6 260.66' 370.00' 040'21'49" 136.00' 255. ' S6T53'18`E C7 29.06' 18.50' 090'00'00" 18.50' 26.1 S0742'23"E ;02 C8 1.80.07' 730.00' 01.4'07'59" 90.49' 1.79.. $35'17.31'W 7 7 7 7 7 C9 27.06' 18.50' 083'47'31" 16.60' 24.7 S70 -07-17"W C10 166.23' 429.72' 022.09'51" 84.17' 165. ' N79'03'30"W ��(� 011 274.00' 370.00' 04725'48" 143.62' 267. ' S61r55'04."E II 012 29.06' 18.50' 090'00'04" 18.50' 26. i 16 NO2'42'08'W' 013 29.76' 370.00' 1 004'36'30" 14.89' 29.7 S8T49'43'E / \ 10 uTIUTPIKIAI P1 AT Y / / \ I wN I I N 10 UTLITY EASEMENT 20' PUBLIC EASEMENT 418/530 UTILITY 418/530O EASEMENT C OF oLOT N ) / / \ NI I N \ i; / LOT 1 LOT 3R N 10' UTILITY ' , O 1o' UTILITY , II I EASEMENT �t I EASEMENT I 418/527 /L y►' N I I N I ( 418/527 20' PUBLIC UTILITY / O O LIC UTILITY LIC EASEMENT EASEMENT UTILITY O I I � cn 7623/231 I; I EASEMENT 175.08' 120.00' __ / Q0. 95.70' _ __ "-" I _.. Q`O 38 . 70.3 463.21' 202.25' --�y� �p7-- �g ��ar -� �88 o-�q GS Vt7�5,4�'- -vo L`t J1J'll� - 7.5' DRAINAGE & 7.5' DRAINAGE de Q` PUBLIC UTILITY O PUBLIC UTILITY O -ADEASEMENT / IASEMENT / C.S.C.S.L.AD TEXAS_394887D 3948/87 , / Q` C.S.L.C.S.L ATEXAS_, Q` INC. ADDITION INC. ADDITION PLAT, 2948/87 / 0 PLAT, 2948/87 r / J LOT 2, BLOCK 1CY/O I LOT 2, BLOCK 1/�✓ CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS (,Manuel A. Gonzalez, President of Equifirst Financial Services Corporation, general partner of Goncloss Realty, L.P., owner and developer of this plat, and designated herein as the Century Hill Development Lots 1R, 2R, 3R, 5R & 6R, Subdivision to 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. Goncloss Realty L.P., A Texas Limited Partnership By: Equifirst Financial Services Corporation, A Texas corporation, Its sole General Partner By - Manuel A. Gonzalez, President ORIGINAL PLAT Vol. 7623 Pg. 231 STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Manuel A. Gonzalez 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 ; 20____. Notary Public, Brazos County , Texas r MORGAN RECTOR SURVEY, A-46 REPEAT COLLEGE STATION, BRAZOS COUNTY, TEXA LINE TABLE LINE # LENGTH DIRECTION L1 74.02. S42. 2 ..,, 17"W L2 126.64' S20 I' -16W L4 110.05' S1' 3V •• 57"W L5 74.02' S42 7.1' 30"W L6 126.64' S28 '� 3' 31 `W L7 85.79' NO' 07' 58"W L8 70.50' S45' 25' 05"W L9. 165.58' SO' 25' 05"W L10 157.11' SO' 25' 05'W L71 112.64' S45' 25' 05"W L12 62.65' NO' 07' 58"W L13 14.14' N87' 17' 50"E L14 24.25' N42' '17' 50"E 1_15 165.31' NO' 07' 58"W 116 36.37' N89' :52' 02"E r MORGAN RECTOR SURVEY, A-46 REPEAT COLLEGE STATION, BRAZOS COUNTY, TEXA wlI TABLE SCALE: 1 »=80' FEBRUARY 2012", CENTURY HILL Ut=VtLUrMt=rqT CERTIFICATE OF CITY ENGINEER CERTIFICATE OF PLANNING AND ZONING COMMISSION CERTIFICATE OF SURVEYOR CERTIFICATE OF THE COUNTY CLERK LINE # LEN L17 180. DIRECTION ' NO' DO. 00"E La TS_1 1, City Engineer of the City of College i, Chairman of the STATE OF TEXAS STATE OF TEXAS COUNTY OP BRAZOS - L16 3�. 1-19 14.1 = 42--117' 5" ,Ll N2' 42' 10`W 13.00 -ACRES GOnCIOss Realty, L.P. SCHUL Z ENGINEERING, Y T L20 5710' L21 13.14' S47. 42' 10" S44' 52' 02'LN the requirements of the Subdivision Regulations of the City of hereby certify that the attached plat was duly approved by the 1,�______-__ _, County Clerk, College Station, Texas, Commission on the day of _�_ �� 20. _ _. i, Brad Kerr, Registered Public Surveyor, No 4502, in the State of yc - BEING A 1506 Andover Court TBPE Firm Reg. No. 12327 L22 72. L23 64. SO' 07' 58' ' S44' 52. 02- REPLAT College Station, Texas 77845 2730 Longmire Drive, g uite A L24 202. 3' SO' 07 58" College Station, Texas 7845 _ _ _ - �--- ----- markers and monuments were laced under su ervision property P m y p day of, 20-� in the Deed Records. of Brazos County, Texas, in City Engineer _--_- ___ on the ground. y L25 38. ' N89' 52' 02` P.O. BOX 1199! OF Volume City of College Station Chairman Page WITNESS my hand and official Seal, at my office in Bryan, Texas. L26 64. S4 -V 512' 02' College Station, Texas. 7842. CENTURY HILL DEVELOPMENT L27 42. SO' 07" 58" L28 14.1 V S45' 07'58" DEVELOPER: SURVEYOR: 129 ' N89' 52' 027 LOTS 1 2 3 4 5 6& 8 ;02 130 1314. 34 0' N89' 52' 02*� 7 7 7 7 7 Bryan, Texas 77802 409 N. Texas Ave. Vol. 7623 Pg. 231 (979)846-5555 Bryan, Texas 77803 r MORGAN RECTOR SURVEY, A-46 REPEAT COLLEGE STATION, BRAZOS COUNTY, TEXA SCALE: 1 »=80' FEBRUARY 2012", CERTIFICATE OF CITY ENGINEER CERTIFICATE OF PLANNING AND ZONING COMMISSION CERTIFICATE OF SURVEYOR CERTIFICATE OF THE COUNTY CLERK 1, City Engineer of the City of College i, Chairman of the STATE OF TEXAS STATE OF TEXAS COUNTY OP BRAZOS OWNER: ENGINEER : Station, Texas, hereby certify that this Subdivision Plat conforms to Planning and Zoning Commission of the City of College Station, COUNTY OF BRAZOS GOnCIOss Realty, L.P. SCHUL Z ENGINEERING, Y T LLC. the requirements of the Subdivision Regulations of the City of hereby certify that the attached plat was duly approved by the 1,�______-__ _, County Clerk, College Station, Texas, Commission on the day of _�_ �� 20. _ _. i, Brad Kerr, Registered Public Surveyor, No 4502, in the State of yc - 1506 Andover Court TBPE Firm Reg. No. 12327 Texas, hereby certify that this plat is true and correct and was in and for said county, do hereby. certify that this plat together with its certificates of authentication was filed for record in my College Station, Texas 77845 2730 Longmire Drive, g uite A prepared from an actual survey of the property and that the office the College Station, Texas 7845 _ _ _ - �--- ----- markers and monuments were laced under su ervision property P m y p day of, 20-� in the Deed Records. of Brazos County, Texas, in City Engineer _--_- ___ on the ground. y P.O. BOX 1199! Volume City of College Station Chairman Page WITNESS my hand and official Seal, at my office in Bryan, Texas. College Station, Texas. 7842. (979) 764-3900 DEVELOPER: SURVEYOR: Brad Kerr, R.P.L.S. No. 4502 County Clerk Brazos County, Texas E uifirst Financial Services Corp.rad Kerr, RPLS No. 4 q p• ;02 205 North Earl Rudder Frwy Kerr Surveying, LLC � Bryan, Texas 77802 409 N. Texas Ave. (979)846-5555 Bryan, Texas 77803 I (979) 268-3195 ��(� SCALE: 1 " = 200' Original Plat ARC Automation Services, Inc. Agency Control Rscards SubdMsion Vol.. 4872, PG. ,58 Zi Lot 1e Qta� 4.4276 Acres 1 P A%K- v '1 r .7 o� C ARCAutornatiori Servkme, Inc. Agency Control Records SubdWh VOL 4872. PG, 158 Lot , t 16:60 Acros a a/X- s at d•� Rte• '9. ARC Automation Services, Inc Agency Control Records Subdivision VOL. 4872, PG. 158 Lot 18 4.4278 Aches ��'`� 1X or 1117 4� Lo A '_0 �q 0- (812/1109) JK EXWrW zc PUBLIC u01nY E4$EMEIIr , tK ;ps SCALE: 1 " = 100' \ 10 \ c3jj, EXIST11110 2(r PUBLIC UTM x`96 (414/000) • 't3�, \ Q. S STEPHANIE SALE SINGLETON,ET•-AL 414 -.� 5.50 AC R ES ,`,. `txlp (419/1100) a 4 a. L 4COQ o Agency Records Control , Lot 2 'ta Rem 31 VOL. o Q` NOTES Ali, 1. * Deed Bearing used as Basis of Bearing. tip 2. This property- does not lie within the 100 -year flood hazard area as established by the Federal Emergency Management Agency (FEMA), Flood Insurance Rate Map (FIRM) Community Panel No. 48041CO163 C; Effective Hate : July 1992 PROJECT Lt CATIO 3. At the time of site development, the lots (except lot 15) are to ensure drainage to the drainage facility. 4. All property corners to be set with a 5/8" IR with cap. 5. Portions of the waterline, waterline easement (351/182), (612/589), and (614/36) through Lot 7 and through the the detention pond area are to be abandoned. 6. Lot 15 to be responsible for its own detention needs. 7. Century Hill Property Owner Association is responsible for maintenance of detention pond. .. VO PG. 30 \ `�}. \ l °EXISTM 1W PUBLIC ` ,t,�T \ '�:" cap \\' �' •O �`�j mtury Mil, Ltd. qJ �i` • t,,�" / cinder of Called •, 1t a 600 + .56 Acro Tract © o De .� •, �,6 4� a. � Utility Easement $913, PG. 127 %c� , t �aO si p - ($12/51 ) 2.15 ACRES / ��',, gg. r tt,! vd�"� ,�J ',1�• Tj, 1 44'� e o) 0/ g %-z -U tK �/ 2.71 ACRES 1.99 ACRES \� f,. L G to _ _ __.�_ ,_ ,_ �2 74.2 O ` :```'. • fir, � ,. •, ark � � , � as _ N 01-24'28"W --.-_ cl�••�, '`\.s '�°� •'� 1'• 7 Filed for Rid in: BRAZOS CUTY 'VAj►.401 20P ispin a C UTILITY 0, . � -' ,o�j, ntij . /' mr" 1 00 Oct 0.5r 006 at i 4:01 C3 - "C- Qv EASEMENT •, ' �\ � •,PQ'tc�• ' /� ��' . 4 j °e�, y'ti a cg As a flp o neo 0 1.48 ACRES / •. *► . �`_'*\ '� /" . �`/`�'% • ,j'1�/.y ♦ �`b� ®tea �` '} 1st5 ,d- � ��•a`'' � � •� . �� 2.65 ACRES - � . �aj•' ��j�ti�._ O� L yh �. - Q `c,dc•�^ 10 .•�• •� �. f,• �/ , h�4��1� gb.m, I�OCli981t Wiilibpr= til4sf N (Nti 00 ARC Automation Services, Inc. °' 0) �1` y W ., _ _ Q i+liillbol` .. i 3) A enc C4ntral Re Ord`. Subd' l.ti W 20' PUBUC /c,°c ;g `��� 3g .• .. f ,�o w B STATE NpiWAY 8 AN't F0.44AIM VICINITY MAP CURVE RA a DELTA ARC TANGENT o� BEARING CHORD C1 43600 N CCV 01'46'3$" 13.34 6.57 N 69'14'51 " fi 13.34 C2 43 *4 1 as s N 78.10'22" ZZ 152.09 C3 r r 0 8;-47'31" 27.06 !1 S U. a/X- s at d•� Rte• '9. ARC Automation Services, Inc Agency Control Records Subdivision VOL. 4872, PG. 158 Lot 18 4.4278 Aches ��'`� 1X or 1117 4� Lo A '_0 �q 0- (812/1109) JK EXWrW zc PUBLIC u01nY E4$EMEIIr , tK ;ps SCALE: 1 " = 100' \ 10 \ c3jj, EXIST11110 2(r PUBLIC UTM x`96 (414/000) • 't3�, \ Q. S STEPHANIE SALE SINGLETON,ET•-AL 414 -.� 5.50 AC R ES ,`,. `txlp (419/1100) a 4 a. L 4COQ o Agency Records Control , Lot 2 'ta Rem 31 VOL. o Q` NOTES Ali, 1. * Deed Bearing used as Basis of Bearing. tip 2. This property- does not lie within the 100 -year flood hazard area as established by the Federal Emergency Management Agency (FEMA), Flood Insurance Rate Map (FIRM) Community Panel No. 48041CO163 C; Effective Hate : July 1992 PROJECT Lt CATIO 3. At the time of site development, the lots (except lot 15) are to ensure drainage to the drainage facility. 4. All property corners to be set with a 5/8" IR with cap. 5. Portions of the waterline, waterline easement (351/182), (612/589), and (614/36) through Lot 7 and through the the detention pond area are to be abandoned. 6. Lot 15 to be responsible for its own detention needs. 7. Century Hill Property Owner Association is responsible for maintenance of detention pond. .. VO PG. 30 \ `�}. \ l °EXISTM 1W PUBLIC ` ,t,�T \ '�:" cap \\' �' •O �`�j mtury Mil, Ltd. qJ �i` • t,,�" / cinder of Called •, 1t a 600 + .56 Acro Tract © o De .� •, �,6 4� a. � Utility Easement $913, PG. 127 %c� , t �aO si p - ($12/51 ) 2.15 ACRES / ��',, gg. r tt,! vd�"� ,�J ',1�• Tj, 1 44'� e o) 0/ g %-z -U tK �/ 2.71 ACRES 1.99 ACRES \� f,. L G to _ _ __.�_ ,_ ,_ �2 74.2 O ` :```'. • fir, � ,. •, ark � � , � as _ N 01-24'28"W --.-_ cl�••�, '`\.s '�°� •'� 1'• 7 Filed for Rid in: BRAZOS CUTY 'VAj►.401 20P ispin a C UTILITY 0, . � -' ,o�j, ntij . /' mr" 1 00 Oct 0.5r 006 at i 4:01 C3 - "C- Qv EASEMENT •, ' �\ � •,PQ'tc�• ' /� ��' . 4 j °e�, y'ti a cg As a flp o neo 0 1.48 ACRES / •. *► . �`_'*\ '� /" . �`/`�'% • ,j'1�/.y ♦ �`b� ®tea �` '} 1st5 ,d- � ��•a`'' � � •� . �� 2.65 ACRES - � . �aj•' ��j�ti�._ O� L yh �. - Q `c,dc•�^ 10 .•�• •� �. f,• �/ , h�4��1� gb.m, I�OCli981t Wiilibpr= til4sf N (Nti 00 ARC Automation Services, Inc. °' 0) �1` y W ., _ _ Q i+liillbol` .. i 3) A enc C4ntral Re Ord`. Subd' l.ti W 20' PUBUC /c,°c ;g `��� 3g .• .. f ,�o w B STATE NpiWAY 8 AN't F0.44AIM VICINITY MAP CURVE RA US DELTA ARC TANGENT BEARING CHORD C1 43600 01'46'3$" 13.34 6.57 N 69'14'51 " W 13.34 C2 43 00 27'22'21" 152.89 77.25 N 78.10'22" W 152.09 C3 18 0 8;-47'31" 27.06 16.60 S 70'07'03" W 24.71 C4 __73_C.00 1 '07'58" - _-_--1_80.i3T 90.4.9 N 35' 17' 17" E C5 - 67 00 1 , '07'59". 165.27 83.06 N 35' 17' 17" E 184.85 C6 18-00 8*47'31" 27.06 18.60 N 13'40'28" W 24.71 C7 43C.00 0'51'51" 59.02 29.56 N 51'38'18" W 58.97 Ce 37C.00 413'21'51 " 260.66 136.00 S 6705311 a" E 255.30 C9 37 00 0'03'57" 13.34 6.67 S 89'06' 12" . E 13.34 C10 37 00 013'59'53" 25.82 12.91 N 40'21'217" E 25.81 C11 37 00 3.45'51" 256.79 133.81 S 18'28'28" W 251.66 C12 60 0 16,tr44'50" 174.62 516.48 N 08`01'00" W 119.20 C13 25 O j;. 6 48002" 29.58 16.80 N 41'27'23" E 27.89 C14 43C,00 j 2 41'(30" 170.24 86.25 S 18'53'52" W 169.13 C15 43 00 1 06'55" 90.92 45.63 S 36'17'49" W 90.75 C16 1 5 913'QO'0o" 29.06 18.50 N IS 87'17'37" E 26.16 C17 1 5 $Q'00'f)0" 29.1}6 18.50 02.42'23" E 28.15 0 �t g y c IVISIon antra E11SI iENT '�:• �:, i.Hnn Greer VOL. 4872, PG. 158- •� •:�- , Q 0 _ 138.W, 3�•. X. \ ti°� � '•� . 2.67 ACRES � E STATE T 1.94 ACRES s' 'L� TEXAS (MINTY 6F BRAZOS Lot 1 A p p 1 N 0008'11" w �f• '°� •♦ . ' "ti. o •\ I herebi� certify that this instrument was 1 x.80 Acres ? - 0�/, .• \. /� �r°,�''1 -'~` �•�. filed on the date and time stamped hereon-bv Ile 00 cp ,�,, '`. \4, • S �, J titi�~ ` = and rials d�Ils recorded ill the volume. and vase 00 cp ,�pl'� .` ., � �w�'kt�/t°�. \� : of the Official Public records of'. p •r; I �� `' • �. sp• R r JK c, �Cy�' , f ,\s,•.` Gid, r;�-�, t3 BRAZOS CI TY V) 02 a ©I utn Easement N �r 6 �, / ,y`� i' as stamped h£r #Iii bi mD CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 1. President of Century Will. Ltd, owner and developer of a pa ion of land shown an this plot and designated herein as the Century Hill Development Subdivision, save and except Lot 15, avid portion being the tract of land as conveyed In the Deed Records of Brazos County Volume 5913. and Page 127. and whose name is subscribed hereto. hereby dedicate to the use of the public forever all streets, alleys, arks. water course*. drains, easements and public places shown on said portion of land for the purposes Identified. STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned outhorlty, on this day personally appeared Emanuel Glockzln. Jr.. President of Century Hill, Ltd., known to me to be the name subscribed to the foregoing instrument, and acknowledged to me that he executed the some far the purpose ntoted. Given rider my hand and seal of office this IEA! day of �'.'�IMP 200 Notary Publi State of Texas446, CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS t, 31 -1 -,anis Sale Singlaton st-al, owner of o portion- of land shown on this plat, and being designated herein as Lot 15 Century Hill Development Subdivision, said portion being the tract of land as conveyed In the Deed Records of Brazos County in Volume 4000. and P4Page 309, and whose name is subscribed hereto. hereby dedicate to 09 use of the public forever all streets, allays, porker. water courses, drain ease nts and pub places hown an said portion of land for the a identified STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared St ha ie I S n on et -at. known to me to be the person whose name s su se e a e foregoing instrument, and acknowledged to me that she executed the some for the purpose stated. Given under my hand and seal of offlce thled;k day 2005. WE 111111111 Public.' ttee of BET'1"Y Gkixot q F i ftry Put %c, - 1 v't My Comri ati � 4 .IAti'iK,-; i •s, O • [ m ►��' 1 I utiim Nr (st2/3B9} 3.14 ACRES '•�,,�$'r $ qCR Q �� `Sp>\'� _ . I F d to Oct O5t2i Z o o 1 i N 00'08'11' W ' Water line Easement 0 �°• �'`� / ryF \� d" co 151.25?p• ����� ' Z E L . _ .. (351 /182) / -' � * w o �, ---- U " 2.86 ACRES FIOH{lltrlABl.E KAREN ACQ E Ie C€1 TTY IrLERI� U • w to 1 r°/ (U Sl�%6S C"TY I U 0 CIA 4 2 � 01'44.4 117' ' �I \ l; I0), lr,,; ! f I. CSL OF TEXAS, INC. \ ! ACC co ! 50' ESS SNARED NARED o to H7 CSL 0 F TEXAS, INC. ADDITION z 5tl ACCESS AND SNARED 1 PARKING ORAiWa AND N ©tri PARKING-PUBUCDRAINAGE EASASEMEElrDT a1 .P Wuc dill rf EASEMENT � BLOCK 1 LOT 2 NrS4:c�: a• CN :+a:.. ._......._.. 1 1.1.~ 74J17:. 3.50 ACRES 1 , i o oN aoNo T . .. '..... -.. z4'M 249:15' ro •cia 041E -1'I'' W 24e.ss - N c� OO 1 � ° w �26:1s' _ .. _ + 0 o00 VOL. 2948, PG. $ 7 �ACCESS rASEt+Errr .. . W 4t. Wi i W ■ 3 ` jjl 01 I aa: I 1.00 ACRE 1.00 ACRE ' '0 1.00 ACRES 1.15 ACRE :r7 rs yr: in 1.30 ACRES Agi r .0 O 2 N n / 10 PUSUC : I Z, x �- I . I( "'x"'r 151.43' 151.25'248.91 248.95' 259rb8' 319,1iEi' APPROVAL OF THE CITY ENGINEER ....... City Engineer of the City of College St ands. hereby certify that this Subdivleion #'lot conforms to the requirements of the Subdlvtsion Regulations of the City of College Station. ' Cl Engi or, College Station, • Texcary f APPROVAL OF THE PLANNING AND ZONING COMMISSION 1. .. ..�i.��.. Chairman of the Planning and Zoning Ca i*sion of the City of College Station, hereby cert that the of •. he lot was duly a p rg by the the Commissioon on the day % .,�., �......, 4 ........ , ........... Ch CERTIFICATE OF THE ENGINEER 1, Donald . Garrett. Registered Profsoelwwl Engineer No. 227 in the State of Texas, hereby certify that proper sn nse►iQq'�! on has been "n to CERTIFICATE OF SURVEYOR 1, Donald D. Garrett, Registemed Professional Land Surveyor No. 2972, of the State of Texas. hereby certify that this plat Is true and correct and was prepared from an actual survey of the property made under my supervision on the ground and that the motes and bounds descrying sold subdivision will describe a alomakmenod& form. .LS. No. 2972 - . r rr > _ A PLAT_. N00 07 W-14 ,g d- L 22 29 3 (Dee } � N 00'48' 11 " W--1430.40'(Act.) OF EARL Ro U 0 1 0" E on" FREEWAY SOUTH (STATE HIGHWAY No.6 - EAST BYPASS) Right -of --Way Width Varies Asphalt Pavement Width 40 EASEMENTS P"Hne Easement to Humble Pipeline Co. as recorded in Vol.49 Page 24. (Blanket). 10' Wide Right -of -Way Easement to City of College Station as recorded in Vol.418 Page 527. (Shown). 10' Wide Right -of -Way Easement to City of College Station as recorded in Vol.418 Page 530. (Shown). 10' Wide Water Line Easement to Foxfire Development Corporation as recorded in Vol.351 Page 182. (Shown). 15' Wide Water Line Easement to City of College Station as recorded in Vol.614 Page 36. (Shown). 10' Wide Public Utility Easement to City of College Station as recorded in V61.612 Page 589. (Shown). 20' Wide Public Utility Easement to City of College Station as recorded in Vol.612 Page 589. (Shown). CENTURY HILL DEVELOPMENT 36.92 ACRE TRACT which includes CERTIFICATION 6Y THE COUNTY CLERK REPI AT FSTATE j COUPW OF f AS eRazas ACE CY RECORDS CONTROL 1.County Clerk in and for said county. do here y certify that iiia plat together with itq" rtlflcates of LOT ticotlan was filed for record in my office the +�7.`•'•'•• day of ; 2OC� In sad Records of Brazos County, Texas. in Volume 2 l.... Page r ........ VOL. 612, PC. 589 WITNESS my hand and official Seal, at my office in Bryan. Texan .�. .. ... C unt erk. ' z s Ccounty,"Texas ipi .Developer Century Hill, Ltd. Emanuel Glockzin, Jr. Pr silent 4500 Carter Creek Parkway, Suite 10 Bryan, Texas 7780 (979) 846-8878 RECTOR SURVEY -• ABSTRACT NO.46 E STATION, BRAZOS COUNTY, TEXAS SCALE: 1" =100' June 15, 2005 GARRETT ENGINEERING Ca>nlsrWt.>fng Sngiaeeratag * Und Surveying ".L4 C"t" Crselr Pk" STa in, .itidy=, = '9'9M9(16,0_ i' / - /' t S : ( i e:� /0 h i O / �-�" N. o .\ m_ .. ::do- ^ry. ! / z w (, \ (j-u%"v,., A ZZ C.• w ` ;�j3 t �� Y ,ll:➢Cj 4 \ of -Z 01 g p f}. � a � a- WZ tj o O� ., Z �y S� �.iN p mw. \ \ P - K law. w N ! N '�3 _ Z ' ! e i m O 0 �p N N '. \ / v W d I ! h w Q \ .Z. i"._ : .. ,n � ( r- '= - Lav u� o � \ ! \ E3 ! N N tO N I- ! \ N oln zw \ f \ cyz I j o \/ a \ O CL _.v �y --K 0.'m w .. U - c Na a 4.1 � � � 1 .a \ \ G/ a m\ - �. J (. A } O � 1a . \ � .',� r _ to n -rte A: \. Z (' — A� r a w rm �. - m / B N N wg o_ , �j w z �y v z �j' z��W z Q I �J v z \: a / <' Q P / z�4'fiit�'W 41 �s 1, A p \ N w \ W G O 3 r ! 1 CL of N \ U s1 ''W It"n \ \ CD 60 Lo \ a> r7 ( PLAT CALL BEARING - S 0048 " i �C� \O> S GO -0758" 1 1.2 m En B \ LLI aw w \ \ \ W i / 1p m_ znw / Z WpZ r00 w W �> Q N. z�s o" w " 's Z n ZZ' 00 IN M (N , ( _ r C3 . w g EM UM [L J y J O Q _ _ T g , m p In ! ! o :. to �.' a (-•' U " ( i L 1 \ I , w \ Q w / # 1 c� w � ,.mom moo¢ w p o j U _ � (� (� / �, c2 I � N U : _ m N Li. w U }- p / dot.-.. � � w LU U U U U N z w co `. I � t m / a �m _ a o I -' / M i °d ! ( ,n 1 E- z T a � 1 _ o d a U / I . - m m N C} � , f ( $W CO n N N ..J rn \ F a - r• ( N _ z \ m N ( �s > APPROXIPvf TE LOCATION '��" to _ �', r. .. o Z w _ a OF 8 1�1A R LINE z ,n � 1 (�W J _: — — _ J I L ___Y _ _.4 .__ ^_ �_ __ — -- -- --_ __ __--- — — ——----� — — —_ __ot L\ T U z Ld _..3 Gi _ ^m 0 .. C)f CL? f- N .— (o Q P` (D (D to h 0NCN=-N— z S i L'i ui ry_ _ w ^ 00 d- tN,� , to �ODN— -r,- N in to r- �d-. 't LO O O — n'N5D*bZ =O to i\ n Ci z'Z V} z z Z z LL, '1(OONtGGO ^o +� O O QNN•-C14 LIJ z ',d- 04 - < O 00 d- N M 0) LC) Q04)0)`r-1` �0NOd-O. WONZN;') 4 Do00000a d W ct vC)0C)U Q \ \ 15' WATERLINE EASEMENT / 614/36 DCOEMON POND / COMMON HILA. DEVELOPMENT 7623/231 m N En o Z C 20' UTILITY EASEMENT, 20 fO a ( 20DETE RAI App p ( \\ ' PUBLIC UTILITY.612/589 ACCESS EASEMENT \ \ a � I ( io LOT 7 \ ai CENTURY HILL \ LOT 9 SA 10' ATERUNE I CENTURY HILL -Ptz I DE7 23/231M I ASEMENT \\ \I DEVELOPMENT 80 40 0 80 351/162 \ ( 7623/231 SCALE IN FEET Nom► 5r WE - 332. �AW - -- ,� - �--- \ -115-. 0-0� � -1-57.1-2- 20' 57.1220' DRAINAGE AND \ PUBLIC UTILITY 10' PUBLIC EASEMENT / UT1UTY EASEMENT I / 50' ACCESS AND SHARED PARKING DRAINAGE AND PUBLIC UTILITY EASEMENT I 20' UTILITY \\4 EASEMENT, /-2�-15' WATERLINE \ 612/589 / EASEMENT 614/36 DIETENTION POND 10' WATERLINE \ COMMON COAREA EASEMENT, CENTURY HILL Q 351/182 \\� DEVELOPMENT 4 7623/231 m p g o z�n - 43 43 i I 20' PUBLIC UTILITY. CS m DRAINAGE & a DETENTION POND ACCESS EASEMENT S !9 INSET A LOT 7 CENTURYHILL ai DEVELOPMENT LOT 9 z 7623/231 I I CENTURY HILL / DEVELOPMENT roI 7623/231 - --I'JJ89L52-02 \' - 242 - - L36 - P.U.E. \ 15-QO' \ L37 20' DRAINAGE AND \ J I M t- P.U.E. 7623/231 -4DoDo L39 \ P.0 A E 50' ACCESS AND SHARED PARKING DRAINAGE AND O al PUBLIC UTILITY EASEMENT rc /D/ 76LOT 6 N I I / 623/231 Q• \ / / LOT 6191 / I I-_ _ - 2.08 AC. \ 84T 2r WW - 74W OEABI20 AM) \ \\ / / � ' P.U.E. I � I \ 20' / „ PUBLIC S42 2f VV - 741W 1 PLAT CALQ (0 DETAIL OF EASEMENLOC T ATION (� I UTILITY ( V IEASEMENT - 8 LOT 8 MW az , W Sr WE -17500' (PLAT C � I ( 80 40 0 80 SCALE IN FEET / z - • • ��• • • - • r • • �� • • •rim • • �� • • •��� • • NOTE: FFERS LOCATION FROM ORIGINAL DIPLAT 889e 52' 388 W - 555.85' \ � L17 , 7.3 �- -� / 3 h to' urluN---1 �• \ \ 6 EASEMENT T +- O• L1 I o. / \\ 0 I 7623/231 \\ b I I \ Z I I LOT 5R ' EASEMENT' 418UN / 1 20' PUBLIC / I UTILITY �/ : \ \ N 310 AC. 20' P.U.E / /530 I ( EASEMENT / �f BEGINNINGn,�/ / \ I I 7623/231 l \\ N (S �Q/ n 27ASEMENT.�oo 50' PRIVATE ACCESS AND N LOT 5 I ry l KING yoLr)--7 DRAISHANAGE AND PUBLIC A0 G \ UTILITY EASEMENT oo / / I / \ / NW 17 �'E -12664' (PLAT CALL) \\ L > I o / EASEMENT I 20' PUBLIC I z I / 418/527/ UTILITY 20' P.U.E. D I EASEMENT / � 7623/231 / 3:_F 13.34' 4 L 152.09' / LOT 13 140.00' --� / INSET A 89W 5r 0rW 181b6' OiPJltit W) CENTURY HILL ICY LOT 13 E5 NBl7 Sr 4 wr= -16166' (PLAT CALL) 00 CIO ~ / DEVELOPMENT SW 52' 02'W -161.66 �O / CENTURY HILL .--- 7623/231 DEVELOPMENT /20• LOT NW 5P WE -16LW (PIAT CALL) CS* C3* '� / 20' P.U.E. / 7623/231 / DRAINAGE CENTURYHILL Z NOW °�-066 ) VJ� ��i � �� NW 52 OTE - 161.66 7623/231 DEVELOPMENT \ s 7623/231 AND P.U.E. s� l 7623/231 O L44 L46 �-- o =, 13.34' ( �''� \ S�� Of � P.c.aE � �• � A•Q \ / .� P.U.E. L49i "Vy L49 L47 I P.C.A.E 50' ACCESS AND SHARED l O \ L48 PARKING DRAINAGE AND \ 'Y 30' P U.F- - 50' ACCESS AND SHARED \ C ( ( PUBLIC UTILITY EASEMENT \ �� \ PARKING DRAINAGE AND I I PUBLIC UTILITY EASEMENT o0\ \ �,ru 7623/231 ♦ \ LOT 6R I 2 I LOT 4 I ;� \ m ( �/ �' \ N I N .� o� N �� oQ 9 \ O 50' ACCESS AND SHARED 1 \ PARKING DRAINAGE AND 10' PUBLIC LIC I I 20' PUBLIC \S1 y� �� LOT 2R \ PUBLIC UTILITY EASEMENT / EASEMENT EASEMENT \' �0 O 1 3.20 AC. \ 7623/231 I Ito 20PUBLIC UTILITY EASEMENT I ( \ NW Sr WE -17500' (PLAT e � I LOT 2 k \ I I / UTILITY PUBLIC IEASEMENT ASEM EASEM\ EENT 20' PU`BUC I 50' ACCESS AND SHARED UTILITY �0 PARKING DRAINAGE AND / EASEMENT \ \ PUBLIC UTILITY EASEMENT vv 10' UTILITY - ABANDONED \ EASEMENT ORD. 418/530 (VOL. PG. -) / \ SEE DETAIL) (N LOT 3 M LOT 1 \ ISOr 34' STW -11005' (PLAT CAW to' uT1uTY I I ' EASEMENT 418/527 ~ 0' PUBLIC U11LIN (SEE DETAIL) I EASEMENT / I� 175.08 120.00' 4� ��0* 370.38. / �� qp NBA 25' 03"W - 665:46` (PLAT C& j 7•v I 7.5' DRAINAGE & PUBLIC UTILITY / CNC. ADDITION EASEMENT ' 3948/87 PLAT, 2948/87 / �GJ.�P LOT 2, BLOCK 1 / A 20' PRIVATE \ \ 20' P.I.I.E. I DRAINAGE EASEMENT 1, \ '3r _ 20' P.U.E. \ \ U7 U9 I 20' P.U.E. I J I I- 7623/231 Z I s7.8s' 1 I 9 52' 02V - 463.00' 11 \ P.0 A.E W 10' UTILITY \ 20' P.U.E O I I - I ICQ \ EASEMENT I w�(77 418/530 SEE DETAIL) NI I'I I LOT 3R I 2.62 AC. O I LOT 1191 \ / Cq L020' 20' PRIVATE 1 o I t o DRAINAGE 5 I Z21M AC:C . I EASEMENT 10�' UTILITY 7623/231 SEMENT N I I I 418/527 20' P.U.E. I ( 20' P.U.E. (SEE DETAIL) II ( 7623/231 95.70'- ( / ,R 0' �• 1 463.21' - 202.25' 20.00' 20.00' -X188'-24 -NW - 665.4 i 7.5' -----7AOt9 PUBLIC U11LIN / �� C.S.L. OF TEXAS, EASEMENT INC. ADDITION 3948/87 PLAT, 2948/87 LOT 2, BLOCK 1 CERTIFICATE OF OWNERSHIP AND DEDICATION ORIGINAL PLATREPEAT LINE # LENGTH DIRECTION L5 STATE OF TEXAS S42' 21' 30"W L6 126.64' S28' 13' 31"W L7 COUNTY OF BRAZOS VOL 7623 Pg. 231 LS 70.41' S45* 25' 05'W L9 I,Manuel A. Gonzalez, President of Equifirst Financial SO' 25' 05"W CERTIFICATE OF CITY ENGINEER CERTIFICATE OF PLANNING AND ZONING COMMISSION CERTIFICATE OF SURVEYOR CERTIFICATE OF THE COUNTY CLERK Services Corporation, general partner of Goncloss Realty, LP., owner and developer of the land shown this plat, S45' 25' 05'W I, City Engineer of the City of 1, STATE OF TEXAS STATE OF TEXAS and designated herein as the Century Hill Development el STATE OF TEXAS College Station, Texas, hereby certify that this Subdivision Chairman of the Planning and Zoning Commission of the 9 9 COUNTY OF BRAZOS COUNTY OF BRAZOS Subdivision Lots 1R, 2R, 3R, 5R & 6R to the City of COUNTY OF BRAZOS Plat conforms to the requirements of the Subdivision City of College Station, hereby certify that the attached N89' 52' o2'E L17 College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all Before me, the undersigned authority, on this day Regulations of the City of College Station, Texas. plat was duly approved by the Commission on the day of 20-_. I, Brad Kerr, Registered Public Surveyor, No. 4502, in the State of Texas, hereby certify that this plat is true and I' County Clerk, in and for said county, do hereby certify that this infrastructure in fee and easements thereon shown for the Personally appeared Manuel A. Gonzalez known to me to be the person whose name is subscribed to the foregoing L20 147.31' correct and was prepared from an actual survey of the plat together with its certificates of authentication was filed for record in my office purpose and consideration therein expressed except as to the Private Cross Access Easement on Lot 3R, which shall instrument, and acknowledged to me that he executed the City Engineer 63.50' property and that the property markers and monuments were placed under my supervision on the ground. the spring into existence when Lot 3R is no longer used as some for the purpose and consideration therein stated. City of College Station 37.13' N42' 17' 50"E day of, 20„ in the Official Records of Brazos County, part of an automobile dealership. under my hand and seal on this day of of Chairman L0 N Texas, in Volume PageGiven WITNESS my hand and official Seal, at my office in Bryan, Goncloss Realty L.P., 20--- 0 Z Texas. A Texas Limited Partnership P.C.A.E. 25.01 ' Brad Kerr, R.P.L.S. No. 4502 By. Equifirst Financial Services Corporation, A Texas corporation, County Clerk Its sole General Partner Notary Public, Brazos County , Texas Brazos County, Texas By. Manuel A. Gonzalez, President Z 0 0 b LOT C13 L34� pA L35 0 L32 �,yti' J UNE TABLE LINE # LENGTH DIRECTION L5 74.02' S42' 21' 30"W L6 126.64' S28' 13' 31"W L7 78.79' NO' 07' 58"W LS 70.41' S45* 25' 05'W L9 172.66' SO' 25' 05"W L10 150.04' SO' 25' O5`W L11 112.73' S45' 25' 05'W L12 69.66' NO' 07' 58"W L13 28.02' NO' 07' 58"W L14 84.83' N45. 25' 05"E L15 394.77' NO' 25' 05"E L16 150.00' N89' 52' o2'E L17 150.00' N89' 52' 02'E L18 14.14' N87' 17' 5O`E L19 24.25' N42' 17' 50"E L20 147.31' NO' 07' 58"W L21 27.50' S89' 52' 02'W L22 63.50' S89' 52' 02"W L23 198.77' NO' 07' 58-W L24 37.13' N42' 17' 50"E 125 14.14' N2' 42. 10'W LOT C13 L34� pA L35 0 L32 �,yti' J -1.I �J PLAT BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE ® PROPERTY CORNER EXISTING PUBLIC UTILITY EASEMENT li - PUBLIC UTILITY EASEMENT UNE CROSS ACCESS EASEMENT - - - - - - - - - - - PRIVATE DRAINAGE EASEMENT P.U.E. PUBLIC UTILITY EASEMENT P.C.A.E PRIVATE CROSS ACCESS EASEMEM VICINITY MAP I'! PROPERTY A 2R •� r I L19 O N NOTES: LINE TABLE LINE # LENGTH DIRECTION L26 57.00' 0q L27 13.24' 1 P.GA.E N tM 72.45' SO' 07' 58'E L29 N S44' 52' 02"W I 202.23' SO' 07' 58'E LC W S+V 52' DOW L32 42.41' U L33 14.14' S45' 07' 58"E L34 27.66' N89' 52' 02'E L35 r - O N89' 52' 02"E L36 21.36' O L37 150.00' N89' 52' 02'E L38 36.00' SO' 07' 58'E L39 98.50' S89' 52' 02`W L40- 36.00' 104.75' L44 1 SO' 07' 58"E L45 LOT 25.00' _ L46 15.03' N L47 a03 N N L48 N I N 18.84' I of to L0 N Lr) N 0 0 Z Z 102.44' 1 P.C.A.E. 25.01 ' -1.I �J PLAT BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE ® PROPERTY CORNER EXISTING PUBLIC UTILITY EASEMENT li - PUBLIC UTILITY EASEMENT UNE CROSS ACCESS EASEMENT - - - - - - - - - - - PRIVATE DRAINAGE EASEMENT P.U.E. PUBLIC UTILITY EASEMENT P.C.A.E PRIVATE CROSS ACCESS EASEMEM VICINITY MAP I'! PROPERTY A 2R •� r I L19 O N NOTES: LINE TABLE LINE # LENGTH DIRECTION L26 57.00' S47' 42' 10"E L27 13.24' S44' 52' 02'W L28 72.45' SO' 07' 58'E L29 I 64.35' S44' 52' 02"W L30 202.23' SO' 07' 58'E L31 64.35' S+V 52' DOW L32 42.41' SO' 07' 58'E L33 14.14' S45' 07' 58"E L34 27.66' N89' 52' 02'E L35 134.00' N89' 52' 02"E L36 21.36' SO' 07' 58'E L37 150.00' N89' 52' 02'E L38 36.00' SO' 07' 58'E L39 150.00' S89' 52' 02`W L40- 36.00' NO* 07' 58"W L44 10.00' SO' 07' 58"E L45 134.97' N89' 52' 02'E L46 15.03' N89' 52' 02'E L47 18.87' SO* 08' 32"E L48 15.08' S90' Oo' 00"W L49 18.84' NO' 00' 00'E -1.I �J PLAT BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE ® PROPERTY CORNER EXISTING PUBLIC UTILITY EASEMENT li - PUBLIC UTILITY EASEMENT UNE CROSS ACCESS EASEMENT - - - - - - - - - - - PRIVATE DRAINAGE EASEMENT P.U.E. PUBLIC UTILITY EASEMENT P.C.A.E PRIVATE CROSS ACCESS EASEMEM VICINITY MAP I'! PROPERTY A 2R •� r I L19 O N NOTES: 47 57 6 & 8 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID ORTH AS ESTABLISHED FROM GPS OBSERVATION. CURVE # 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR RADIUS FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSUR CE RATE MAPS FOR BRAZOS COUNTY AND INCORPORATED AREA MAP NO. 48041C201 -C, EFFECTIVE DATE: FEBRUARY 9, 2000. 180.07' 3. 1/2" IRON RODS AT ALL LOT CORNERS AND ANGLE PIANTS, AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE NTY OF COLLEGE STATION. C2* 4. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. 18.50' 5. MAINTENANCE AND OWNERSHIP OF THE DETENTION POI FACILITY FOR LOTS IR, 2R. 3R, 51? AND 61? IS TO BE IN AGR • ENT WITH THE "DESIGNATION OF PROPERTY PARTICIPATING I 152.89' REGIONAL STORM WATER DETENTION POND" (VOL. 105211 PG. 67) 6. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES Of THE PRIVATE ACCESS AND DRAINAGE EASEMENTS WILL BE ET EACH LOT OWNER. 430.00' 7. THE PRIVATE CROSS ACCESS EASEMENT ON LOT 3R SI INGS INTO EXISTENCE WHEN LOT 3R IS NO LONGER USED PART OF AN AUTOMOBILE DEALERSHIP. 13.34' 73' 18 \1R 218.00' s.00' ACCESS EASEMENTS n.t.8. * PLAT CALLFD 47 57 6 & 8 Curve Table (Plat Colied) Curve Table (Measured) MORGAN RECTOR CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION Cl* 180.07' 730.00' 01407'59' 90.49' 179.61' N35'17'17'E C2* 27.06' 18.50' 083'48'03" 16.60' 24.71' S70'07'03'W C3* 152.89' 430.00' 020'22'21" 77.26' 152.09' N78'1O'22"W C4* 13.34' 430.00' 001'4639' 6.67' 13.34` N89'14'51'W C5* 13.34' 370.00' 00703'57' 6.67' 13.34 S8706'12'E C6* 260.66' 370.00' 040'21'49' 136.00' 255.30 S6T53'18'E C7* 29.06' 18.50' 090'00'00' 18.50' 26.16' S0742'23"E * PLAT CALLFD FINAL PLAT OF CENTURY HILL DEVELOPME LOTS 1R, 2R7 3131 511 & 6R LOT 1R = 2.01 ACRES LOT 2R = 3.20 ACRES LOT 3R = 2.62 ACRES LOT 5R 3.10 ACRES LOT 6R = 2.08 ACRES A TOTAL OF 13.01 ACRES BEING A CENTURY HILL DEVELOPMENT LOTS 17 27 37 47 57 6 & 8 Vol. 7623 Curve Table (Measured) MORGAN RECTOR SURVEY, A-46 CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C8 180.07' 730.00' 01407'59" 90.49' 179.61' S35'17 31'W C9 27.06' 18.50' 083'47'31' 16.60' 24.71' S70`07'11 7W C10 166.23' 429.88' 0270921' 84.17' 165.20' N79'03'30'W C11 274.00' 370.00' 042'25'48' 143.62' 267.78' S68'55'04'E C12 29.06' 18.50' 090'00'04' 18.50' 26.16' NOZ42-08-W C13 29.76' 370.00' 00436'30' 14.89' 29.75' S87'49'43"E FINAL PLAT OF CENTURY HILL DEVELOPME LOTS 1R, 2R7 3131 511 & 6R LOT 1R = 2.01 ACRES LOT 2R = 3.20 ACRES LOT 3R = 2.62 ACRES LOT 5R 3.10 ACRES LOT 6R = 2.08 ACRES A TOTAL OF 13.01 ACRES BEING A CENTURY HILL DEVELOPMENT LOTS 17 27 37 47 57 6 & 8 Vol. 7623 Pg. 231 MORGAN RECTOR SURVEY, A-46 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=80' FEBRUARY 2012 REV. APRIL 2012 OWNER: ENGINEER: Goncloss Realty, L.P. SCHULTZ ENGINEERING, LLC. 1506 Andover Court TBPE Firm Reg. No. 12327 College Station, Texas 77845 2730 Longmire Drive, Suite College Station, Texas 7784 P.O. Box 11995 College Station, Texas 7784 (979) 764-3900 DEVELOPER: SURVEYOR: Goncloss Realty, L.P. Brad Kerr, RPLS No. 4502 1506 Andover Court Kerr Surveying, LLC College Station, Texas 77845 409 N. Texas Ave. (979)846-5555 Bryan, Texas 77803 (979) 268-3195 . .a . . . .. - --rio/aav . ' . . ' . . .. % � . . . .. .. . . . . � . . . .. . .. . . . SEDIMENT CONTROL FABRtC 6" MtN. aEPTH STONE 'OO�M� J..—YAR1£S—j. : . ... t %. . . . FASTENED SECURELY TO (ASTM DaaB, 3" TO / ( I . / I� % .. . . T -POST & WIRE MESH 5" DIAMETER) OVER 50, TO v 5 / �l�� - . . . . ' . GEOTEXTILE FABRIC U . METAL T -POST 8" OF FILTER FABRIC TO EXTEND WITH SAME SQUARE n? s / P \ - AS RfQ'D. TO MAINTAIN. INTO A TRENCH AND @E ANCHORED FOOTAGE. A ��' ,l `�\ �4�// \\ . .,. ; SPACED B' APART WITH COMPACTED BACK FILL . . ' ! \ �� . .• ' .. . • . .. \ • .. . . . SILT FENCE AND/OR ALLOW 2.5! TO 5' AT TOE OF / / \ _ : . / \ •� % NAY SALES TO BE ACCUMULATE.SALIIGN FENCE __2�_ 2 Gj / ,' \ �!?J : SLOPE FOR EXISTING STREET USEDIN AREAS OF .` ' ALONG SLOPE CONTOURS O vP \� - - ' DRAINAGE FLOW. f . j NATURAL GROUND r' . ' /' TIO OF FLOW NOTE: ? .1 ! * ° . . . - • . - DiR6C�, �1I1 6" MIN. DRESS WITH ADDITIONAL _ ' . . � �.� � � 2 \� � � - . /tnv r���.> /'I X : -'" -\\4" 10 \v1,:; t `ilt STONE A5 NEEDED. . . / _ , ' . . . .. ' -STONE IS TO BE MAINTAINED / ' /�� + EA1. EMENTY �. ` 0 \' !� . .f \t'• _- SO ST TO PREVENT MINIMUM '12' SHALL BE FULL ' / / I 8 '1J . . ... . CONSTRUCTION TRAFFIC 1 1 /J2% . 4X4" MIN. TRENCH _ 4" GEOTEXTILE ..'FROM TRACKING MUD ONTO WIDTH OF SITE ENTRANCE �'1 ,`� i• \- . \; \ _ . 20" FABRIC ADJACENT PUBLIC STREETS. / Nc -'"~" --+ F ` f l . � ^ - SEC77+JNA A - SUBGRADE / / i ���" .4• r \� \ ° / � . , • . ' . . / l� . . . . . . . . : .. ' .. SILT SCE ASSEMBLY' - - = :CONSTRIT(�TION SILT 4r3�I" �L _____ < . . :f ,�I .� _ 1,..: ,� ` `� . . . . .. . .. . . : . -\ / 1 \ \ . . .. . • .. awe �'� I + ` . ell` ' .. / V '�. ..... .. . I `` .. . . . .. .. .. " . $, � 1 I . . .. . . . , . . / i� ) /GPy f } , . ` LCfr \ j . . . .. _ . . . . . \+-/ ' ... . I I \ ' � / + . \ . ' . : / �.- or \ _ +/ \ ... ...fl I .�- .. ... . . _ ....... . ' . .. a P HILL j �jPy,, + ? i l. — . . _' .. .. . . DEVELOPMENT I a8 �. / 1 . . ' ' . . . -. . . . • . .. �� a t I 20' PUBLIC \ t I I . . 762 31 / .. f x EASEEMENT� /�. .. 3 2 # //� ... . . . . . . . . . . . .. .. .. . . - ° / Wa78i AND f ' ' . . , ' _ . . ... . ... . . ' . . ' . �� ����. �T / x 1 l ll I • . ' . . . . .. . . • . .. . . . . 1b l d -,�— ! . . . . . ' .. : . . _ . _ Gd-� ' / -- -- - -- -- -- - -..._ �- i . . ... . .. . . . ' . .. . ,� ---- I : ... .. ... .. X .. .. /tj_ --� 7.5' DRAINAGE . . . ' . . . `� � - - fZ,, �//U4" C 8e PUBLIC • . . . .. . O . f 0' P . .. .. • ' . .. . . . .. , . / i$ —UG EASEMENT .. . . . . : .. .. _ .. S -S\ `\ I 3948/87 ... # )rulluTuyl • SEEMENT ... u b.. , . _ i CONSTRUCTION N TES: . ... . - - % p�� ACCESS TEXAS, INC..., . . . .. � . � � - � - . . - .'�j ,� .✓ 40 / EASEME T � 1 1 1 7 .• ADDmON .. . ' .1. THE CONTRACTOR SHALL -BE -RESPONSIBLE FOR 'VERIFYING THE EXACT LOCATION .. . I . OF ALL EXISTING UNDERGROUND .UTIUTIES.:;NOTIFICATION OF THE UTILITY ryo;! n m LAT2 29 . P 48/87 J ` C .BLOCK 1 . ' COMPANIES 48 HOURS -IN ADVANCE OF CONSTRUCTION -IS REQUIRED. .. "LOT . ' ' _ . . . o 8�� .. DIG TESS: ..(800} 344-8377 .. . ' • , . .. . .. . ' . \ .. ' :. • .. CO I 1 1 / � ' / i ATMOS ENERGY: .. (800) : 545-6005 :(800) 344-8377 . . . . � � "`~282 r C'� / . . . : SUDDEN LINK COMMUNICATIONS: (979) 846-2229 - 20' DRX NAGE J . � 11 . • . .. . / W L I / % VERIZON: (800} 344-8377 .. . � A / . ' _ ' . . . . . . . . - AND PUBLIC j . . ' ' . . 2. - IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO'. USE .WHATEVER -MEANS - - : - .. EAsUEMLIENT / i � � I� � . ' . *NECESSARY TO MINIMIZE EROSION AND PREVENT -SEDIMENT FROM LEAVING THE - ` - BLIC .. . PROJECT SITE. THIS INCLUDES THE INSTALLATION *OF A CONSTRUCTION EXIT AND '- t/ (1 I�/� , i .. . . ' ' • . y G / �" t U UTY I ...: SILT FENCE AS NECESSARY. 4S j ( E ENT .. . ! . . _ / # \ A EEM : • .. . -3. '.THE CONTRACTOR '•IS RESPONSIBLE FOR :INSPECTING AND MAINTALNING THE 'EROSION . . ' .Y .. . / i a \ .. D SEDIMENT 'CONTROL DEVICES. :INSPECTIONS SHALL BE DONE EVERY i 4 DAYS1. : J CAI WASH : • ' :'AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL � cS / LOr2R � x � ''::.'_8Tc Y \ : j - i . .. . . ..%REMOVE ALL - MUD DEPOSITED - ON THE ADJACENT STREETS AS A RESULT OF THE •• . . . . . ' • _. ... ' .. . / Y � / lJ \ � -' t . . . ' . . �. "1B FT. BLDC+1 . • .. .CONSTRUCTION OF THIS PROJECT. . . . . 1 FFA LOTOR ' . . . ... .. j . . .. .. . IF .. . / o x000 ,� �- 4..:THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR / - i . .. 150000 REQUIREMENTS FOR CONSTRUCTION SITES. • ! v j/ ' • , . x .. :. . . :5. %PERMANENT VEGETATION WILL ..BE ESTABLISHED ON THE • DISTURBED -AREAS -AFTER ' - . ' ` f � 11 . �� H#: x x '9 . / `' G . / . ' . D STURBED . . . . . AREAS. UCTION - IS COMPLETE BY HYDROMULCHING AND SEEDING AU_ I I . / I l 1 1 >� c ,�pc r ' l [ t/s . ... .. . • 6. ALL CONSTRUCTION SHALL' BE IN' ACCORDANCE WITH THE 2010 CITY OF t �� 1 J j ( FD t `�� `' . . . BRYAN/COLLEGE STATION STANDARD-SPECIF[CAT[ONS AND DETAILS FOR WATER. . . . . . .. . ' '../ ,� ,; N �o .. % ' . . . ' . . . ALL CONSTRUCTION SHALL .BE CQORDINATED 'WITH THE CITY ENGINEER'S OFFICE c N "' , . . .' ' ... . . AND WELLBORN SLID 'STAFF. .. ' . (aa } : • 80DY SHOP ' .. , - . . . , . . . . 1 I _ _--\ ... . . . . 7. ' . THE CONSTRUCTION SHALL • COMPLY . WITH OSHA STANDARD - 29 CFR PART 1926 . ' . ' y . � •# 25 Fti: 8[.t�3 HC ' ' . W J SUBPART P FOR TRENCH SAFETY REQUIREMENTS. . : • . ` c� ` : X87.90 ! . ' .. .. .. 50' cc T . •y . 17Aes sl= 8.' .THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL: MEASURES ONCE GRASS tt .. . ' .. . ' IS ESTABLISHED. . ' . . .. + ! PAZING DRAIN�G4 E AN p 0' PRIVATE BAKi'Ai1Y ... I � / . . . . _ . . .. ' .. • . ! PUBLJC U71UTY`EASEMENTSEWER To i :.. .. • .' .. .. . _ . , .. . • ff 9.' -•-INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND -EXISTING INLETS . .. v SEEFAIENT ABANDONED ' I t � SAI . I f / . / . ADJACENT TO THE PROJECT SIfE. 10. FUTURE SITE IMPROVEMENTS SHOWN ON LOT '1R, 2R i4ND 3R, :CENTURY HILL .. -- --Sl—S ST - ST S7 ST --- ST ST --- ST ST -- S� S ST ST ST --- ST ' T -- _ . . .. . - ...-DEVELOPMENT;.:ARE NOT PART .OF THIS PROJECT. 'THE DESIGN :OF THESE S_ S- _ ' . . . . . 8 8 S �S 8 S-$ S IMPROVEMENTS WILL .BE fNCLUDt=D '!N A SUBSEQUENT SET OF CONSTRUCTION 3 ` 8 S- S� ----" — ""-7 1 . PLANS WITH THE SITE PLAN SUBMITTAL. ?�" \ �` L RE-AA1s�t MENET wlu BE / © . . :. : . . .. : 11. -MANHOLES NO. AND NO. 2 REQUIRE A' THICKER BASE AND :ADDITIONAL_ . . . s�� led - =- - t CONSTRUCTED WITH THE / � . . .. - ` . , . ' _ . REINFORCEMENT. SEE DETA[L S7 -02 FOR 'MANHOLES DEEPER THAN 12 FEET: Q / siT>r IMpRavEMENTs AND cd - . 0 / IS NOT INCLUDED IN THE 1 2a' p A,E I . . ' . c i '�3' 1 i SEE NOTE QSCOPE OF IN PROJECT. A DRAINA T /� : . . ' .. . . ' • : ... . . ..12. -THE SANITARY SEWER SERVICE :TO THE LOT ADJACENT TO -LOT 3R (C.S.L. OF - .. • . .' ' . .'.. g � _t _ � - ( } � . A �`A��! ....I � . . . . ' . J - - - - - --- - ( . :: ' TEXAS, INC ADDITION PLAT 2948/87 LOT 2, : BLOCK 1) IS • TO REMAIN ACTIVE / — — — - -- - -- - I 7'- . UNTIL THE PROPOSED -SANITARY SEWER SERVICE 1S COMPLETED IN PLACE AND : N \ 1s - °°� - 1 I . . . RECONNECTED TO MANHOLE NO. '3. ' ' W „ m RIVATE (/ .. . ` 8 �---- 1S s5 I s tS sS S L Is s CROSS ! r —t L iS iS 1S 1S LS tS 3S S .: . _ . • • . . :.13. i HE PRIVATE STORM : RE -ALIGNMENT WILL : 8E tN #<EEPING Wm) THE ORIGINAL , . .. .. ' , . 'I I ACCESS r -t a -�1$ .. • . . . .. . ' SUBDIVISIONS DRAINAGE DESIGN .. . ' . - % 1-¢ EASEMENT S-8 -8 S-8 ^ S-8 S-t�r S-8 S-8 `� S-8 S--8 . • . . .. ' _ r . . . `dam ,� ry \�"''� `tro " . . . . . . . . .: U) - i MENT f rn T t 1C . .. .. . .� ... .. - .. � _ � .. : .. .. ... �. .:. -. • ... -\ t�L J � EAS � � , � - .. - . ..... .:. t 1Q / ) I . . :: : ' ST --- ST : I 1 : 1 I . - . . . \ .. .:...:C,j I . . .. ./ / / 'i : / . I . . .,.--­.­_:.­­'.'. ­­.-'­.-.'.-,'..::. ,,­­­:-­:.:-,. .:.'-',.'.- .�,.:". .-' .:. - .: - - - ..- -.. - - ­ .. . J . ..........- _71 :--*.:--:-/ . .: . I . .. .. . ... .. ... ... y @ate"! lA lL .. . aasEPI1 P. SC ULTZ .................... ..i 9 ouAa 3,§A2 . . FIRM # 12327 SCHULTZ ENGINEERING, ;LLC . 1;" SEWER SERVICE Alignment Data: 11-188 SEWERLINE S--1 Number Start Station End Station Length Line/Chord Direction Start Northing Stort Easting End Northing End Easting L1 0+00.00 0+95.61 95.61 S45' 25' 05"W 10204521.37 3568747.44 10204454.26 3568679.34 L2 0+95.61 5+07.50 411.89 S00' 25' 05"W 10204454.26 3568679.34 10204042.37 3568676.33 STRUMURAL 9ACM1.1. SW LF 40 20 0 40 SCALE IN FEET o 300 PROFILE SCALE 1 3+00 4+00 5+00 5+50 PROFILE - 8" SEWERLINE 1"=4V HORZ. S-1 1 "=4' VERT. 296 296 MH NO. 1 292 SEE MANHOLES s""' 2 MR nM*R 744AN 19' MH NO 2 292 STD. 4' VA. TOP -290 MH SEE- DE UANH01 WL-�� ES DEEPER 'THAN 12! SM. 4' DW. MH TOP 9.15 +.., S11NG 288 `--- (�20UND GRADE 288 1 MH NO. 3 SM 4! MAL MH 284 284 WATERU 280 uu. MAENT 280 aftNu (SEE NU E 8) -EXISTING SEWER UNE 231. LF flF e P D3034. SDR -2s E, ATSM 0.40276 276 563 LF OF 8 P14Ef A •:;;;�- 91.6 U: OF 8 D30U, SDR -26 0 0. U INSTALL 20' JOINT OF AST 4 D-2241 o (MIN. !`ED US,ER amd t' WAYM NE 272 x a W 272 p �p4f O + f t !R O W 268 1,2#p- e 268 0 1) h rn r M to � rn N N N NN N N N N N 264 264 -0+50 0+00 1+00 2+00 1 3+00 4+00 5+00 5+50 PROFILE - 8" SEWERLINE S-1 THE SEAL APPEARING ON THIS . �. �#� E n � n e e r � n ,.; L..�/' DOCUMENT WAS AUTHORIZED BY ,� JOSEPH P. SCHULTZ, P.E. LICENSE 2730 Lars mire Suite A NO. 65889 ON MARCH 8, 2012 g. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NU. 3.2327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR I JPS I RCF I JPS 1 11-188 1 MARCH 2012 NOTE: 1. EXISTING GROUND PROFILE SHOWN IS BASED ON SURVEY DATA. 2. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. 3. REFER TO PLAN VIEW FOR SEWER SERVICE LINE LOCATIONS. 4. FINISHED GRADE OF MANHOLE COVERS IN THE PAVEMENT OR SIDEWALK SHALL MATCH THE GRADE OF THE PAVEMENT OR SIDEWALK SURFACE. 5. SEWER LINE PIPE MATERIAL PVC, SDR -26, (ASTM D-3034 WITH GASKETS) OR ASTM 0-2241, SDR -26, CLASS 150 WHERE REQUIRED DUE TO WATERLINE CROSSING. 6. SEWER SERVICE LINE PIPE MATERIAL TO BE SDR -26. ASTM D•--3034, PVC WITH GASKETS. 7. SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FIGURES. 8. WHERE THE SEWER LINE CROSSES THE WATERLINE, THE SEWER LINE SHALL BE EMBEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT OF EACH END (PER TCEQ REGULATIONS). WHERE SPECIAL CEMENT STABILIZED SAND BACKFILL IS REQUIRED, THE CEMENT STABILIZED SAND SHALL HAVE A MINIMUM OF 10% CEMENT PER CUBIC MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR. INCHES BELOW °ME WASTEWATER MAIN OR LATERAL. 9. ALL MANHOLE DROP SERVICE CONNECTIONS TO BE INSIDE THE MANHOLE 10. FUTURE SITE IMPROVEMENTS SHOWN ON LOT 1R, 2R AND 3R, CENTURY HILL DEVELOPMENT, ARE NOT PART OF THIS PROJECT. THE DESIGN OF THESE IMPROVEMENTS WILL BE INCLUDED IN A SUBSEQUENT SET OF CONSTRUCTION PLANS WITH THE SITE PLAN SUBMITTAL. THIS INCLUDES THE PRIVATE STORM RE -ALIGNMENT. 11. MANHOLES NO. 1 AND NO. 2 REQUIRE A THICKER BASE AND ADDITIONAL REINFORCEMENT. SEE DETAIL Sl -02 FOR MANHOLES DEEPER THAN 12 FEET. 12. THE SANITARY SEWER SERVICE TO THE LOT ADJACENT TO LOT 3R (C.S.L. OF TEXAS, INC ADDITION PLAT 2948/87 LOT 2, BLOCK 1) IS TO REMAIN ACTIVE UNTIL THE PROPOSED SANITARY SEWER SERVICE IS COMPLETED IN PLACE AND RECONNECTED TO MANHOLE NO. 3. 13. THE PRIVATE STORM RE -ALIGNMENT WILL BE IN KEEPING WITH THE ORIGINAL SUBDIVISIONS DRAINAGE DESIGN 14. COMPAC71ON OF THE TRENCH BACKFILL SHALL BE TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D-698, STANDARD PROCTOR METHOD. MOISTURE CONTENT TO 4% ABOVE OPTIMUM MOISTURE CONTENT. SANITARY SEWER RELOCATION CENTURY HILL DEVELOPMENT LOT 2R & 3R -COLLEGE STATION, TEXAS SEWER LINES 1 I PLAN & -PROFILE . ONMONNO" SCALE VERTICAL 1"=4' HORIZONTAL 1 "=40` PLOTTING SCALE: 1:1 FILE NAME: 11-188 SHEEP 2 . ' : NOTE= NOTES MMOULE 8A5E S11111.L BE PLi'C£D UN Hill 511106RAU1:. l_A MMOF 4 AM A WLQF 2 THROAT RINGS 4.A1AWHOLE LWI:AMM AND 1;MWACli01} AS FflU.DWw ' :AADDIT1ON OF•-:CENEHT STJORM SAND :OR GRAVEL. , SMALL .89 -U= AT' CACIR YAI>WLE W HEW s ' -MAY BE REQUIRED To STAKR�i.E FOUNDAWK - 'OR 061IN6 RIGHT-OF-WAY. �Ai�i �..9E°ta.�..�:�•. . 2:tISE ADEKA`St.Al:AHT:OR':APFROVED:EOIFAL PAVE11Et+iT--..---.- •--9$ Y. STANDlIRQ"PROCTOR ASTM D 698 .ARE LmeSC ,.BETWEEN RTI lCQVELi4lLRR6}1FSTMENT.RAtGS APE A_..__ 9D r STAmOxn PROCTOR - AS'TY D 698 MANHOLE O . 4 FT 4154% 5 FT 4 9b. 6 FTS► . . " AND Ci90ml OR-CflABEL/CQNE SECTION 5: NO RRtGS ARE RZOUIRW OUTSIDE OF 3."MANHOLE 8059 THIM ESS AND Ftii MATION STREET SM -OF -WAY , . AS mmal . . 5.iN FLOODFJ.AiNS OR "ttiiEAS' :C4NCENTRATiEO E "Dili 7 #IAMU DEPTH 4FT.} BASE � , FLOW: TIL£ CORE .S11ALL'.E}tTfL4D .I FOOT -ABOVE ' . I - - �'':..' ' 0-12 _..._.. __.___ .,. S" :.THE.BAS£ FLOOa ELEvaTiOti aR'a 80�.T GOWN 12 'Al}IO AVER __ ______ _ 12•' ' •WATER TIGHT IiBiiG 'ANO COvfIT SiiAlL USED. : :�•' •��+: s� r �:::_ ..." 'VENTED WHERE REQIMED :..... .:; ..:mss ;�� - . I �- . 7. WARNING SINH :OIO.Y TO BE PLACED INNER£ . SEWER SSGN . •,xa Y- SKINER CROSSES OPft} FIELDS. . ' uAHi S�rG: J....* . - (SEE DETAL 53.05} 6'-O" . "" STO.DUCTILE,100" WUmas COVET' , . . ' 3•IIN. .. AAR FRAME i}M. t30` 11tA. iiPEM1G} ' . ' ' .. : + � t�NA -t • . . . . }E "" : �''�SF.£ tt4rE 1 SEE NOTE 1. _ 1. ,t ' PRECAST REINFORCED1 3.,a.. . . , : .. . , . . a� Za aaYs I . -6' - • 4R.AS'S '"A" t'{IN� - COMM LIANiiEN.E SECT -� :' �j�� •` . . .. • .. ' 44REEN . :: G CHANNEL. PAST - 3t)OD P51 JtSTiR QES.C•478 VJ>tt85 • 13' .HEAVY Qt}TY . y �' ST -: T B ANON Cii yAltiEs : AR3LE} -• - 'BACK �.1. NtOUND uH SKN.L. vARBS .. BE AS PER NDl£ 4. . : '.• .: PLVIG a : Sm 11lZi. , tSEE TA13€EI i• ti/ � r �, 2s" {its •'i �' 24" IiBL ' . " ''w.SOiE AT ALL JO84Li5 •: - :. : y Y :' '+s BIUERT . OF PIPE...Li 11141. ASSND ::: 3/4 DIAMETER 'S1AOtaAR1}' CRESS s"� ;?, ::'a• • . .: VIP TO 24': 24<' JULD IJIRG�t i4e}G : � . •��`++++����j••• ' 2'-D" :.•- •.�:, r•-:Y=••�•r ,ry�� SRALL BE FOU. DEPTH INVERTS. . .� s; ,.'• i ..Y ;ta,•�•�.•' y:a NiirM 'lj ..e.. ,.e• . •:.wt .,r .D �� s -•i,! •- : • N • BASE - A- s +�. ,�. A A ppg� .p ' " r . T6t iO EC Nx , .. i "s r• �{ BARS.8" OJ:.E.W. •4 BMS BENT @ 9D• :AN11 1. M a N , " 9D' GEOID , . ti� , ` mac' Be, 8610 .. - OR APPROVED ffil * - : - WATER aP•PtFECOpK : TIED Ta WALL AM SASE. ' • R ala} NOTE: QEPIHS tWEATIAEt THAN 12 luANiiOLE •APTfR-SL:AL. . • .•,. '. - 6" MIN . . WILL REQUIRE 2 VATS OF aR APPROVED EOtJAL. ■4 • t9ARs. B'• a.C.E.W. .. . .1 ' Sm . .BASE - � . r -� :. •. ;,-.s.;•. �QRCVIG STEEL In THE . Cl RRia'Q) .NOW.OEPTHS L REQ REAM TOM 2 MATS MATS UFT ." .. : NOTE 11iAiF}A�..:..:. • . . I : . " � REINFORCING Sim Ql THE @ASE. . w4:BARS;8":a.CB.W.---DEP! WATEASTOF%PiPEiAt}tc . ... " CAST.V.pIr14&j&W0.t 9 .P ' �© ADAPTER SEAL -: . .LE GREATER THAN -.IRR .FE£T::WO.V. BfQiARE : _ -• VEo EMAIL . ..8 aF STF.EL'IN T#iE . - : :.i2 Rfa'D} : ..: ..- ...• ...:. ..:- • :S`I` IRCPtLE ST►NDI�►RDtLE .. . . . .. .: . . _ •�Q�tOWT �a AtroRI uaN�ANGE �'�` Sl -off' . " "'PVC CROS$ NDTE5. :::' iH:r�Ali IstD " . . 4�l - Vel O F I. r' QtA. "STARItM QLE� AP TNRO wAi.1. OF ' ulvEatr�t R1 : :;��alTa RIat.F's [, V�eEE�I+ a"saPPIDvEQ CQNSiRUCTiON OF IMI t,;: QALY,• HALIP THE PPE OMI. �� : "' A' BY •A dTY X. -INSPECT iH$ .Cam' t�' r,,ti 0 F�AR�T�" iiW.£S INTO E1IIiTW6 twTVERT ixR�Sf}alL'BEaSItiEQP�WiiH . _; , ' •• :i t 6E HOTS L} LOii'3TtI~tG i}IVERT AS -a EIPER S llft T1VANlL'`C{1C. .. :3•. 9itRSER .. C PAPE ONE su2 .:' "2. T1� ... .... �, 110 CROt}T .I . THAN ... REBAR 5�L tIQT SP i' ifRSTOP IN STRICT ACCORDANCE WITH . +Mr.ET a � .. - " . .. ". DANCE 1. ' '' , ;: . TUBERS REa ms? . :t•3i4"Sp ee 1 G "CREATtO :OE�'Atl..' - H X. uAANUFAC. ," . . : . ..: - w I ....�I. s`t� a►°1 '' A 4. CONCRETE SitN.l. L3f 3.000 P,S.L yrs tTYP) . i tib: S• E1.80W '.. -� y:.0. PL�ASTL� .ASO PAEFOR1IfiD : ' ay R ,i .:.TIA4tf W/FLOW ' ' .0", :»�•: AL OR= IN PLAW ■3 REBt�-04** Loilt:! ' WAYERSiOP.iltt p�PtitWED . ' V-0" •: a Eial3EDOED ANO EOIFAL, tSEE NOTE 3.l 2„ • M EWPQNZ�YEO3YS 41SEE Nu�.62a' W� AQAPi : liYPa : aD�i NIrW RtYEtTT :......- TQP OF LARREST PIPE IN r_�r x.».:-` • . 1..-�FF��'``So 9 f. 111:i� PLL35Ot • . .: EauaL°i2 REa`D} ` " {'i•% . :� = '''"':�»'-s.. ~"�-' w c'a 1 CI}NNECi1oN oEiAli.. C?tt)N VIEW 'I�tAw OLE �It}AP:Eti SEAL. . :-• -01 . _.: .:' . ' : - • . ' • t�ulaiEs. $ ;C_0MECTtO T JL . QR AP . .. " aNHo N ai+ s3.T ... ..: .. .. FOR}RO•!i CaNC: fiSE' PROV)� RE�'a'i1i • -��• •�� .. MANHOLE . • . A! Sll:)E ',1 lRIJ.[ ::;: g . ST��}1� '-����O1:iL'r Frlt�i - i Ct)NNEC ON 'DETAIL ' .SEC'T'ION VIEW gg - S1•o� 8 .: S�-t}ia hm 4" PVC EIIT 1 L 4- 68- iYP ... TYP - Ai•' TYP 2- - BET.:�L .� 2' • "1:WHEii£'OOUB wYE"SERVICE F,LEl►AT1©N.iS.LESS::il1W-7"$aaW .P1NlpOSED"BACVC OP S11RZL iWSE£ ND ET3} JOINT 4TYP. r�utx I1ri1i.SLm13 EL: W}Si: BE :SET :TIF AU.O-W : SNii1ARY :5$ypER a�RVICB.': 2.t}` EA.LBLD} st4r. M '. - .'.:2.11ARti EACi4�SER1tiCE `.E1tD iMiiH uE}Al..... PAST ;PJNtITfD GREED}.......... ; .......: V. ' '--3.A.L•.SERVICE-CONNECTIONS:WIlft-T88 R-O-W:SHALI:�BE AM iT3t13R'SORZ6'Wilk'GASKETS. : 4. AL1. SERVICE:CQMLECTWNS`Qr'.$lL:ft�fStOt�iS"ARE'T06E'WSTALI.EO"::W1TN_'!HE:uAW LOS CONSTt21ICTIM :SEE "VIE 3} o� . 5. A 4:L.EAN "aUT'Is L?EQtIIiEO AIH},tdtlLL"'8E tNSTAt.tED BY .THE PLUMB `AT THE Rt1w'-FOR EACH SERUtCE. I o�..s r><+el.aa. • ' : "6.L T' Si4u i.'BE WMED-WITN"A`U1TH UNDER TIE"SUPERVAIOI�I GF 'A RPLS"1lM COMPLETION OF � . " WIT -7 . .. ... • 13 CARRIER P>PE sTEEI. CASING CAM SPACER ... . _ .. . ' . : '":TIGHT *TeFC� EOIQATER JUSTAXE TOP MINERS • • ... a . . • : . . . . . "M ' OR is uANtTAN i" RIA1t :3.R. . . . .' . . . ..... tTYA1m) ' . ..:SE£ oti} '5- " " : -. BALW.... CASING . ZINC: CURB a"GUTTER . tiDlE='CasHG SPAS " •' 4•RtiMIER LAfN:411dLtF Rr13u :. `AT SPRINGLIKE 8" WIDE @ANT! STAtl.F.E43 . AiK EWALK" . ... ... '6 " : ` . ..' II A -BI> R a TSB ''. • STEEL tTYPf 3041 :....:...:..' ! ' . ..: - :.' SIL:'TYPF.3Di:B" WK BAT£} .... - :-..:. � Al w . 3.5 MAIL. ' : r �! :: W! POLYMER RUl8CE4LS�CEHIENIUR � : BETWEEN �AANDD BAN D . . .. -I NOTE 1.1 ot1EHIERM 80j.. -::'BQTIQu . } . ' . ' � 3.WWUL:OR AS GESmamm . !aIIRAtEQ 001: ATIOti: � POLYMER RUNNER CTM tiStM.AIEW MtiO SSU!' . NOTE 1.} WATER '�cAst:Iu�E" . . : •, tSEE :' t 4•Lt PVC NDiE 3 :: . ' sc7-orL . 1. SEE 3 . CASING' DETAIL . . . . . : ' 2A` .. " : g. ' . I 2'-0" TOOT. It to Ne lIAC1I{DiE BURNS V-011 We. . 2' P4 , '....:.: IEfE56iARSbE .. OPEN CUT tyuNNELWGI OPEN � tSEE NDIE 3} : .. 2.0 LOT.1 OF PAVEMENT • . iSlliT . , • ' ... • - .St Q:48■PUC BEND .. : WYE'SSiRViC£"F1TTOtG 411 : STD PVC COtIPLiNG ASTU:Q303i:StiR26 PGC 45EWER WYE AiUIO 1tg'BEND}' r, _ .. _ r? ; .. w/GASKETS:! AOL • . . . .PIPE fSNOT TO PLACED SEWER LINE . .. MIN.:...":... SMEWA.it;'FAY BE ' ::OPEN cur. OR BDREt} • .' . • - ' . . . , .. . . Im £NEER .. ' . - .. . i Jil.fR:J - .. : . �'t ... ,: p ...••�+�.::'[�1..•/^i .. :^fit. .� /'tAS REQSum.�REf3 ... CARAIER PII�E : :: a3���� �1t `S.i:�i�.'Y 1L.:►L' `.1:��''�iat7�.71L�1 V NOTE: ... " ... . • lNFORI1a SEWER OSSiC : ...' : S3 00 - .. � MY STANDARD c°1''I�icWa VO •WATER " cR .: SEWER Lot co"TRIICTiam . . 2. -8T'EBL:Cffi1 G SK" --'8E -AS SPECG7EQ :itt -t0M TECHNICAL- SPECIFICATIONS. . NOTES: '3. ORY .BORING PREFERREO: WET.11ORINS ALLOWED ONLY W}IEH . t 1.APFRQVrEa�H�y THE CITY t�;,HaINEF.R. r�. r . • ' . . . iLMONISH A E INHERE -. • -1 JL •[ ICAls- � � ..: 1 .I- .. . Lt! Attic _.' ; .:..-SEWER OBOE CRQSSES 4iA,£N� FIELDS : - . . 'RExT --� WARN111G "2a co oi� S :::CRCISSIia S3•�2 ... . . . W ;'.ENAMEL-F9m _.FURwm UNE - . _ tMENROlALI1-SEwR ' .: AK:9GN.IWD:ONE.POS't uAcma BORING . t'iII}IIACT TOE cffy .: FoR!.�$ACH-MAL>lIOLE QLST'ALLEO .: • t� .. _ .. P AT • • •. . . . . . . .: ... ..... • . - : • ... .....: ' .: NaLL411Y 1tEEORE p{CNVATiNG ":: .: ACRO. O MID .LOCA Ai'S SHOWN'ON sliat}LaEa sHalaaER FELRM5il SAME :Ni1I<IBER OF VARIES VARIES I :AS FOR EACH • : _ rfj CreekE : '.. : INSTALLED • tQ}AT IN13I ' iATlt E 5'•0" ' V�IH 'aF PAVEMENT 5•-0" . • vAR MANHQ E . !: , :� � SW MRA KO AY 1cmITE. :. . •. iA OI N. 7" NO. S'rBLAi3t PRj E . ; . I . . . ' . . . • t . s • . : YA AL'" SENSiTIU£ 18AMERS M 3 BARS O .t L --Tam ADDED •AFTER - 3'-Q" BELaw :tUlCll FLOW t.RIE. : " 0.C.E.19ts _ 6:. • • , t ° WHREM " qAS BEEN . CARRIi:R PPE . .. .: .. ... NOTE: r.+1'm C . .:' . . ',. 1.' "FOR MORE MFORMATION (t.WATER'AND SEWER LINE' "CROSSING . • . . .:. . . . SEE CITY "STANDARD:.SPIECIFICAYIOtt POR•WAMA -AND . SES :SEWER LINE -CONSTRUCTION. PROP: SAHiINiY Y �� CGtE TECttNICAI. SPEtF AS 6t UrATtONS CASING L<f4E W/ UItiB4}." .. : % G : ' " 2.' sTEiit • CAS MML a - THE " J. ORY BORING a .960 . - . :.. ..: �� ULE �� CA'l t? 'SIGN Z'YI"IC�A:" CO►i Z `YI'iC�AL RI;I. �CR+f;SSIC- -... •. CAPPING' DEI'A] : =:.. S3r04 S3-05 " :.. 53-0 . .. . : NOTE_ • II f CUDT31- - ' . •.tOL JERVICE CqA - I4 2 y PVC tIm . BE KiLow"ima PVC CAP . TSE i�iD7E 3} 42•• 1 E ENDGREEN., PAAW '1LI "VATS Or LAST �, I:. • METAL "T" POST ED .. aTti' 'L'." •. � a I : ' * 'OUR= UR= Tem RiT11. At . .8Y';• AIFIiF .S1iALi 3. ALL MATERIAL BE AM STAY- (" 'PLACt . UHT# IuCC£AT/�LE ., C TAYiHB : 4S' ESTA6L�ED W/�6m5 WS AFTER Cfl . . - 4. A CLEANOUT is REQUIRED AL1. • EROSION CON : MEASURES ULD' BE' CLEAND OF "StLT AFTER VAL4E.20ALLED BY R • • THS PLIC AT THE ROWMe FOR EAC i SERVICE. SEB • "OIe 4-.,.,/ GETATWN MAY 'i BE A WARRANTY 115M. . •.•a`IifiLY f1.1FDES .:. • . .: R=D -WOR EDGE or EI .. 'WW1tS.ST.'Ai�YS. ' VMIES . ' TME NDiE 1.01 I . C IWL 1z SLOPE11 6060 OR SIM a MT s• I=IIN WT SIiCic•.. - . orORL+UC \.'. f:Eum STAGLaw SM AS fit. ' . ,. -,_ -i1� .. ..... ... J ..,' . IH 52.02} ORAV ::: AYA D :500 602 .CttirlPACit;O :..: - "5` LESS 780 3' . -TG 98R Mmltis m mE evy AEi .p� ALSTY Q698 " ' . •"W .OPvmm YO . . WET' OF OPIM41 . . .: IOPTION NO. l in 52-09 ess+� PAVEMENT AREAS . L...,�- - -.........r . . ' . . V Thi H1911HT : : : - : «.: �:.::: � • -.---- ItAt>+t � • . . :'ST.LV MLAM :CLEC : - • . .�.. . . . . STD 45• " ' . . _ __2�w . SEE NOTE 4 Q V 1 FOR -M&M. -Lm . . • :... j . . ... .. STRUC � L�=BACKFILL' ARM - .. . . "• - . .. . . TEE wYE spa•,ncf : 52-01 .... .. S -o3 . .. . " I ... . FITTING (SEWER . . ' . • -- WYE No we BEND} @ 5s 6ECT RATITE uATERIA4 -• .. • .... ORIGINAL IN1D IN----- I ' .. .....: .. . :..... . . D.EUP t✓'011'V11%!"G`Tl01V'P�4't7I ZE MATERLAL'3111WAYATBD :FROM ".THE .01Tp4.11WHICH" S OF FUTURE ST AREA . . . :'RtidLS.•LUI� CLODs:OR oras LARaER ;TLIAN : 4$} - ^• 11 . : :W:. LAIC';ORIIEH OLC,DMPACTED"': A . :.=; . �;. -a *:OF.!M.oF:uAiIJRw.oBtg Y::As: .a$ir - ®SELECT YATHRtAL' .5:,• � - ' . . :-6fANDARD} AT 'A - R•0 -WOR EDGE OF B69$ 1'. OPT!}1Rf�f :TO'Mx ar,oA:J81itA:.t}l1QOt' .. • >�A" SELECT "TAT ��': ••'':� ::•• ::AREAS :'ttbi;.YAiLDBiP0STURES.EATS} ARD :TOA . - :. - �' " iON. - .... : -Q � STABiLLirL:Q : ' :. y• I 1fF .98'0 OF. MA>iWW OEN ay ;AS tt1ANUALLY 12" 1tlN. .. r• ; �' _.: • CA VIES : 8Y asTY Ob9B tSTAiOFFmRO} AT A MOtST4iRf C tllilttlW .. '." : CONSOLIDATE "'� . ., OPTtiIRt}A : TO • -49 OF GPTQ[tiiR (WER NEW -STREET •ANO .»s :::: � AT •OP:Bt M :� : _ ' ` ONS ME . •. ��r$ PAVEMENT MEAS. t>tW �r= L;IQIST4iRE} MOISTURE} �� ...:,. :..: . .. 35f YAR. . ItATfRUIL .:.. ; .. _ L ' . (SEE NDYE L} Y SiiAt t -•:8E 9ANfi :R1lht-RIVER .SiWD-:WNp, ' FREE ::ail. - j 'r.:. , ' • -' P - x. • OR .. • • 3! ' . IiHGISalA8E0 SOIL G'4 j j'�- .1w.. RAiST0R8EQ SOL - ..:'OF •OB': N:AIi..01FANTINS OF: CLAY. -��L t . - . �ir.= j .. .. ,.YAXE i1AL-'AND .110m"IEN-:T�aTEYi BY.:STANQARD . -::: -.. _- : PVC HDTE 31 - :•.�:t1STIMME" -THE FoLtoWNG"AEU ITS : D. . . aEQ+t. TA SLQIN:} .. . ..:� Rim Lo .rte � . w 103 Ar MAX.- FLAG ' METAL :199:'TECTOR .... ' :T AS A u OF 24-' G' ROlL/i2" IFA1L'!'^_!1 ' ' :.uWlluW -PST .PASSIM I& � S� 38 • • . 'A$ ` TOP OF P1i A.. .. � 2. :' I .PERCENT-PASStFtG .' !.SUE 810 . tHis lIATEiiw. S}W1..BR: FREE: FLOWING Pm Vr - wRrT.511mAi i:. . -(?�'?C1.N11iC7 I .: QEUjQN.N4. 2 - �r� '1110T AADiiME TO FORM A`BALL: MEN PRESSED IN THE HAND. .' '" SEE NOTE 4 I . WY£ SERVICE 4 CIEDB sTAR3tLiz£D SAND . . iTTIHG tSEYlER lfE} . . j .. ..6 ...,STANDARD Ct7.14�1�'IG�ir .ION P.X�OM NOTES :.... .. .. . - ' . .. : L FOR •BEOlp90 AND •:17FF.NC�VG Rililrt�ll► ALL PAvED AS. SEE flElAtLS . FQR L?P,EN CUT SIREEl� : . ' 1. . • ' 2."/ILt. 88fID 6:-DiSTA}.LATIOH OF'f�YC- E-5NA1.1.'BE W ACCOAQAHCB TO ANVIAWWA STMiQARDS " SANI'I`ARY S]E%�u�J'I : FOIL PLIC PTA$. . - - ' ... 3. ALL BEOOM b ilti'A ATM -OF 0dCT1L IRON t : '8E IN � ACCMi TO •-AN90AWWA'-C13042idi. .... " . . .BEDDING � '`I't. . "4.CDNPACM*SNAt.L"-8E `A TADiEt18Y' ' •Y k �s•��+R'�[�''''t'� C �•�(^(r' I '�'j'' S.ALL:-.�,S1f"-S£ 8ACii Fiit.Ei1 YELA�ORARY PAItWG QR FLAN IN Pl,ACfQ Ai TIT$ iR4D OF ilJ[�, Y l��.tl' t �.1���.�1 �V l l�.t �l ' - • � 3' Vim 'iJl � :�.1E,�"� � �-:� Y l.a � l:r : ' � EACH WORM'SAX I - ' • . -�.� • . . :. O. Sff 'Vpa CUT "DRSTAW ST4»ODI ST4.01 L& ST4.02. . S2_i0� =) I _. . :. .. ' ... 5.21- G z� .. . 0 "`"�1 .. . NOTES: T� HtIHDLWt� HOLE «1 ' t:T fRQtG STYL .... M5WAd DTA p I E25mru OiA . I. EACH PpBR�.�ySf1ALL�S$ C011PiCTt:D W A StIiG1.E CONTll0liltFS POUR. . 8D01iWW QLO STYLE "" HOLE • :'. Stdnai QIG 1 2■ „' 1`I. LAMt�ti EDGES 3/4• i . • 3. CONTRACTOR SHALL c8NSvRUCT CONCRETE MR TO A MMIUM � :` �'� E ``9 OKYIW QLD 5 a � t. . - :.: _ C • DEPTH OF WOR TO A DEPTH Wi A GOOD BEARING SOIL iS .... f r � : 4�"- .. l:OFCQUNTEREO. :: PICKB O : .. � Yr -­ _.... . ... F21111011 4. ALR. SHAFTS SMALL BE BORED VERTICALLY PVRIB WMIIN ... .. ;`.' ¢ ... 2" +A �. :: f14i4 ' TtR.ELfiA1+ICE. _ TStUIII ' ` - a>3wni ` .. -- �'. I..... ''�'''`'' .,,� . . 5. ALL 16! omm SHOWN Is'C1TY ut}ID1tARl. ALL PIERS SHALL BE . OESIG}IED 9Y A P1i0FESStOItAL . . T - i � - . :cm i ... .. . _. . . .. : :. '�oN . .. 2- raUZO " : r . , o . *4 8AR Haws, - LETTERING Smst T jrlj' *� f 2" CE LETTERING' - ' ' Q 12" O.C.BOOtLWN LOLQ STYLE 1.ETTE TING STYLE' . . . � �° °. .. Baan ULD STYLE :. ;.., . PIER OIL AS - .& . p•n • �-BSA O SURFACE .,u SN011N - aN PLANS ° ¢ : a . ' :3. 1 DTA .. ... s,�5" . ft . fA . - A • 3" CLEARAHI:£ . . . : ._.At it ii�rm? .. ' .... _ti2" - .:::Lam- � I. . I . . 00.+� f ! _ annl : 7 .. ...� • ���� . ....... ... Pma O. . . . . . ........ T�mrnT . . .S,EG'T. iA `. 0 V 'A.'� :U . �..... . . .. . .. _ . . ... ... . . ' 6 -' . .. .:. o rvwr :... ST iti tllV OLE ' VARIES PER mma STEEL QIaYl:fER BADS ALL'AREAS.WHERE V VEQETAIiitR'90.BRAS: VNR NAVA-WHA A R A'(E4.Y 6!LICK:. ilMi m avr:.: " or CONSRRUC�1:SL * Mq":WAZfREQAgft`: :A :moi;NYOEi tI1NY1l 1S i '�:.1N° 'MEAS YRS ' -.S -,1 >4 GRASS iS•PAEt9YDIT: oCK ;SSOD"114�''lRE:� 8 , L 42•• 1 'S'EftiEli oR SODIISQ . '1LI "VATS Or LAST �, I:. ApaRt m, E4i05SON :4 91T� .78 .Tma'.2 .. aTti' 'L'." •. � a I : ' * 'OUR= UR= Tem RiT11. At . .8Y';• AIFIiF .S1iALi ` STAY- (" 'PLACt . UHT# IuCC£AT/�LE ., C TAYiHB : 4S' ESTA6L�ED . AFTER Cfl tS CORtPLETt; " -THEN REI1taVEb'8Y'CONTRACT01 AL1. • EROSION CON : MEASURES ULD' BE' CLEAND OF "StLT AFTER EVERY RA>I+L Er •ESTmanum OF V GETATWN MAY 'i BE A WARRANTY 115M. . SIFiltCiilRAL' skoww": f1.1FDES .:. • . .: ALLPAVED N16AS;tSsfR .. 'WW1tS.ST.'Ai�YS. ORIUR; 09,AND PAR ' -AWES} AND SMALL -• : . ' :. E0900BEYOND:.THI .CURB:uw_-:.SiR1}CTIJRN... • .. :.: 8ACLFBLL-SHALL'8E: ' : TABILIZED -. tOPTiON -' ." ... . . IH 52.02} ORAV ::: AYA D :500 602 .CttirlPACit;O :..: - "5` LESS 780 3' . -TG 98R Mmltis m mE evy AEi .p� ALSTY Q698 " ' . •"W .OPvmm YO . . WET' OF OPIM41 . . .: IOPTION NO. l in 52-09 ess+� PAVEMENT AREAS . L...,�- - -.........r . . ' . . V Thi H1911HT : : : - : «.: �:.::: � • -.---- ItAt>+t � • . . :'ST.LV MLAM :CLEC : - • . .�.. . . . . STD 45• " ' . . _ __2�w . SEE NOTE 4 Q V 1 FOR -M&M. -Lm . . • :... j . . ... .. STRUC � L�=BACKFILL' ARM - .. . . "• - . .. . . TEE wYE spa•,ncf : 52-01 .... .. S -o3 . .. . " I ... . FITTING (SEWER . . ' . • -- WYE No we BEND} @ 5s 6ECT RATITE uATERIA4 -• .. • .... ORIGINAL IN1D IN----- I ' .. .....: .. . :..... . . D.EUP t✓'011'V11%!"G`Tl01V'P�4't7I ZE MATERLAL'3111WAYATBD :FROM ".THE .01Tp4.11WHICH" S OF FUTURE ST AREA . . . :'RtidLS.•LUI� CLODs:OR oras LARaER ;TLIAN : 4$} - ^• 11 . : :W:. LAIC';ORIIEH OLC,DMPACTED"': A . :.=; . �;. -a *:OF.!M.oF:uAiIJRw.oBtg Y::As: .a$ir - ®SELECT YATHRtAL' .5:,• � - ' . . :-6fANDARD} AT 'A - R•0 -WOR EDGE OF B69$ 1'. OPT!}1Rf�f :TO'Mx ar,oA:J81itA:.t}l1QOt' .. • >�A" SELECT "TAT ��': ••'':� ::•• ::AREAS :'ttbi;.YAiLDBiP0STURES.EATS} ARD :TOA . - :. - �' " iON. - .... : -Q � STABiLLirL:Q : ' :. y• I 1fF .98'0 OF. MA>iWW OEN ay ;AS tt1ANUALLY 12" 1tlN. .. r• ; �' _.: • CA VIES : 8Y asTY Ob9B tSTAiOFFmRO} AT A MOtST4iRf C tllilttlW .. '." : CONSOLIDATE "'� . ., OPTtiIRt}A : TO • -49 OF GPTQ[tiiR (WER NEW -STREET •ANO .»s :::: � AT •OP:Bt M :� : _ ' ` ONS ME . •. ��r$ PAVEMENT MEAS. t>tW �r= L;IQIST4iRE} MOISTURE} �� ...:,. :..: . .. 35f YAR. . ItATfRUIL .:.. ; .. _ L ' . (SEE NDYE L} Y SiiAt t -•:8E 9ANfi :R1lht-RIVER .SiWD-:WNp, ' FREE ::ail. - j 'r.:. , ' • -' P - x. • OR .. • • 3! ' . IiHGISalA8E0 SOIL G'4 j j'�- .1w.. RAiST0R8EQ SOL - ..:'OF •OB': N:AIi..01FANTINS OF: CLAY. -��L t . - . �ir.= j .. .. ,.YAXE i1AL-'AND .110m"IEN-:T�aTEYi BY.:STANQARD . -::: -.. _- : PVC HDTE 31 - :•.�:t1STIMME" -THE FoLtoWNG"AEU ITS : D. . . aEQ+t. TA SLQIN:} .. . ..:� Rim Lo .rte � . w 103 Ar MAX.- FLAG ' METAL :199:'TECTOR .... ' :T AS A u OF 24-' G' ROlL/i2" IFA1L'!'^_!1 ' ' :.uWlluW -PST .PASSIM I& � S� 38 • • . 'A$ ` TOP OF P1i A.. .. � 2. :' I .PERCENT-PASStFtG .' !.SUE 810 . tHis lIATEiiw. S}W1..BR: FREE: FLOWING Pm Vr - wRrT.511mAi i:. . -(?�'?C1.N11iC7 I .: QEUjQN.N4. 2 - �r� '1110T AADiiME TO FORM A`BALL: MEN PRESSED IN THE HAND. .' '" SEE NOTE 4 I . WY£ SERVICE 4 CIEDB sTAR3tLiz£D SAND . . iTTIHG tSEYlER lfE} . . j .. ..6 ...,STANDARD Ct7.14�1�'IG�ir .ION P.X�OM NOTES :.... .. .. . - ' . .. : L FOR •BEOlp90 AND •:17FF.NC�VG Rililrt�ll► ALL PAvED AS. SEE flElAtLS . FQR L?P,EN CUT SIREEl� : . ' 1. . • ' 2."/ILt. 88fID 6:-DiSTA}.LATIOH OF'f�YC- E-5NA1.1.'BE W ACCOAQAHCB TO ANVIAWWA STMiQARDS " SANI'I`ARY S]E%�u�J'I : FOIL PLIC PTA$. . - - ' ... 3. ALL BEOOM b ilti'A ATM -OF 0dCT1L IRON t : '8E IN � ACCMi TO •-AN90AWWA'-C13042idi. .... " . . .BEDDING � '`I't. . "4.CDNPACM*SNAt.L"-8E `A TADiEt18Y' ' •Y k �s•��+R'�[�''''t'� C �•�(^(r' I '�'j'' S.ALL:-.�,S1f"-S£ 8ACii Fiit.Ei1 YELA�ORARY PAItWG QR FLAN IN Pl,ACfQ Ai TIT$ iR4D OF ilJ[�, Y l��.tl' t �.1���.�1 �V l l�.t �l ' - • � 3' Vim 'iJl � :�.1E,�"� � �-:� Y l.a � l:r : ' � EACH WORM'SAX I - ' • . -�.� • . . :. O. Sff 'Vpa CUT "DRSTAW ST4»ODI ST4.01 L& ST4.02. . S2_i0� =) I _. . :. .. ' ... 5.21- G z� .. . 0 "`"�1 .. . NOTES: T� HtIHDLWt� HOLE «1 ' t:T fRQtG STYL .... M5WAd DTA p I E25mru OiA . I. EACH PpBR�.�ySf1ALL�S$ C011PiCTt:D W A StIiG1.E CONTll0liltFS POUR. . 8D01iWW QLO STYLE "" HOLE • :'. Stdnai QIG 1 2■ „' 1`I. LAMt�ti EDGES 3/4• i . • 3. CONTRACTOR SHALL c8NSvRUCT CONCRETE MR TO A MMIUM � :` �'� E ``9 OKYIW QLD 5 a � t. . - :.: _ C • DEPTH OF WOR TO A DEPTH Wi A GOOD BEARING SOIL iS .... f r � : 4�"- .. l:OFCQUNTEREO. :: PICKB O : .. � Yr -­ _.... . ... F21111011 4. ALR. SHAFTS SMALL BE BORED VERTICALLY PVRIB WMIIN ... .. ;`.' ¢ ... 2" +A �. :: f14i4 ' TtR.ELfiA1+ICE. _ TStUIII ' ` - a>3wni ` .. -- �'. I..... ''�'''`'' .,,� . . 5. ALL 16! omm SHOWN Is'C1TY ut}ID1tARl. ALL PIERS SHALL BE . OESIG}IED 9Y A P1i0FESStOItAL . . T - i � - . :cm i ... .. . _. . . .. : :. '�oN . .. 2- raUZO " : r . , o . *4 8AR Haws, - LETTERING Smst T jrlj' *� f 2" CE LETTERING' - ' ' Q 12" O.C.BOOtLWN LOLQ STYLE 1.ETTE TING STYLE' . . . � �° °. .. Baan ULD STYLE :. ;.., . PIER OIL AS - .& . p•n • �-BSA O SURFACE .,u SN011N - aN PLANS ° ¢ : a . ' :3. 1 DTA .. ... s,�5" . ft . fA . - A • 3" CLEARAHI:£ . . . : ._.At it ii�rm? .. ' .... _ti2" - .:::Lam- � I. . I . . 00.+� f ! _ annl : 7 .. ...� • ���� . ....... ... Pma O. . . . . . ........ T�mrnT . . .S,EG'T. iA `. 0 V 'A.'� :U . �..... . . .. . .. _ . . ... ... . . ' 6 -' . .. .:. o rvwr :... ST iti tllV OLE ' VARIES PER mma STEEL QIaYl:fER BADS AV $ H 12. 26" >4 3R' I IS 42•• 1 24 �� . . . -. . __. . • .. .. lv.r -.. ..- .S4 -I: - : -- :::•.. 13/IG`Om. �3l4" �.. 314" [20ren»7 :.. „... . ... p . . ' R} OE: GROOVE tt2Qmhn1_-"i (.�.° t .: . 1R n�tN •-;• 1 PL.A11t 1.1/2", u a .. ": ' .. . . r MMI �.,,, iii +e 1:. .. . - : : ' . .. ... . .:: 7! JttaaT ' .:.: ' 4..•y�ia aster}" o}AwIFc sTEQEI. B�3LT.l "t'�LE T1aN c .3�{it 1' 42�uei}ala. . • • . ' j . . .: .... :i : -• : w'niiMr MED .. l 4gtlfl7 .: x 5 1 ",IIID ::�_......_.1• �•.. - P 42 Pmff SNUG; �`P P�'wGIEa► QF L Ta .. : ' Cf�'111%1�'C � f.�6W ' . s fa."au�0 - .. DUCTILE Taa} PIPE " I)L�`T' 311` DIA >h :PI I 1) af4" ' :+ss�l°v>: . ' • WRAP -91111 � l' x 1R' SA.Vm wED STEEL .. r!8" : C38nrn1 ' PFlts'8A1#!'1RI; SASYit:T - ..... LAttat �' rm 1 PILFER mICNOR1 t$.T SECURED To - .. - : i : �, NOVO ' :.. . To PREVENT 80NDtn VfRTtCmL STEEL ' ' . •' ....... .. •. . ' r� u 'sl ag`` CR Y f�F �iY . . • Z" .Rte " me :. 3r,y COm Tie Goad�it' 'Texas Beeke�tQn aId Stlte `'�%' , " e` t, • , . GE b0 . �- u. +CmP .e'a'a .•j, ..-.' s VfRT1CA.'!S*&'A5 PER' TABLE :&��; &"`.:' .>4..:..e:':�� c . .� .; : . #4 BAR HOOPS. Ir Oma. : ' . � o � 2" . . • - CiG2uns. 4` ._ " •. +� .r •... ;.. . . CI TY DF !�� . _ : , ' •:: : ': NOi,£ I} 7/8" twi2msor} -: - .no.n.. . • p ; • , �. a •, .. PCUR COIR:. AGAINST . _ ".RTA B >ROI� "'�... �_..:. . . rii :: . , - ; =: iiLIOp3TtiR8ED EARTH """"` . - m - - INTO HOLE . PtCK9 - . " . G ., Una.,.. 2" 42} PLACES 2 '.....+ . . �a.:M. RESER i>5fi . 1tN B �� anr• . 1-0i'o9 • .. ' . 8eokmen ate siFy a PLAN MW • .: • ..A -0-7 V W ..:. • .. S AI.E� N T S . 11"ICA�.L CONS D :.... . PER -FOR S� �' ".1 '. =TIG'PtT ;-; o%E'R G ' - •�COVM- AFP�4VEd» W. P.K. S4-oo - DTl IRl��� V�2�3.3 : . , .. . 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