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HomeMy WebLinkAboutDrawings\ * 20' UTILITY EASEMENT METES AND BOUNDS DESCRIPTION CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 895.26 1215.00' 42' 13'03" 469.04' 875.14' N 16'56'29 "E C2 56.68' 40.00' 81' 11'19" 34.28' 52.06' N44'49'47 "W LINE TABLE PLAT BOUNDARY LINE LENGTH BEARING L1 210.00' N04'11 4'07 "W L2 174.49' N85'47'28 " L3 59.64' N84'51 '09 "E L4 266.00' N83'33'49 "E L5 284.23' N86'03'27 "E L6 128.71' S48'53'19 "E L7 75.26' S43'46'1 6 "W L8 218.86' S43'54'32 "W L9 246.31' S43'50'44 "W L10 201.68' S42'40'27 "W L11 186.98' S42'22'41 "W L12 287.70' S41'21'00 "W L13 393.45' S41'20'59 "W L14 209.14' N26'21'36 'W L15 104.28' N22 30'47"W L16 106.02' N 14' 1 V09 "W *-,* VOL 3837 PG. 290 OF A 20.63 ACRES TRACT OF LAND OUT OF THE ROBERT STEVENSON SURVEY, A -54 1 _& IP \ 5/8 I.R. BRAZOS COUNTY, TEXAS \ \ FOUND TXDOT \ ` All that tract or parcel of land lying and being situated in Brazos County, Texas, and being �\ CONTROLLED situated in the Robert Stevenson Survey, A -54, and being a part of the some tract of land ACCESS LINE G'r p 2uley described in a deed to Timothy J. Crowley, as recorded in Volume 1415, Page 74, of the Brazos / s 5/8 1'W Tract County Official Records, and being more particularly described by metes and bounds as follows i MONUMENT \ with all control referred to the 1983 Texas State Plane Coordinate System, Lambert Projection, FOUND • O .r \ Central Zane: COMMENCING at a fence post for the north corner of said Crowley tract also being a point in MONUMENT \� the southwest right -of -way line of State Highway No. 6, also being the east corner of the John \\ / FOUND �. 100 50 0 100 M. Lawrence, III, 247.46 acre tract, as recorded in Volume 929, Page 216, of the B.C.O.R•, having 5/8" I.R. SCALE IN FEET a Texas State Plane Coordinate Value of X= 3,576,278.52 (E), Y = 10,192,792.33 (N) FOUND �// \\ \ • cY TLEG SUB IS �.� \ \ THENCE South 3'26'09" East, a distance of 4,608.47 feet to a TXDOT monument found for "� 1, PH E // \\ \ ��C \ corner for the PLACE OF BEGINNING, also being the north corner of this tract, also being a point on the south right -of -way line of State Highway 40, being 62.965 acres, as recorded in Vol. VOL. 4406, P 53 -54 / 20 P.U.E. 9 \ •�'` \ , Page 85(R.o.W. varies); \ \ � � � /"� 3x26 THENCE South 48'53'19" East, a distance of 128.71 feet along the common line between this tract and said right -of -way line to a TX -DOT monument found for the east corner of this tract, MONUMENT X , ;�t�r�'�nsa`I��� :;`'' also being a point on the northwest right -of -way line of Greens Prairie Road(R.O.W. varies); 777 44 " J FOUND /•� J kzd Yia7 +M +y 7 ,q�•� is(. 'y+ rY+': i 1... 4 R 4j 20' P.U.E. 4. THENCE along the common line between this tract and said right-of line of Greens Prairie \ a { ter a f S � F J fa 3' ,� \ tie fJG sub � 49't // \ \ r �� ty Rood for the following calls: F,�`�r� South 43'4616 West, a distance of 75.26 feet to a 5/8 iron rod set for corner; ed Pla ed C / ,'r����rly. South 435432 West, a distance of 218.86 feet to a 5/8 iron rod set for corner; \ elo ant 't Str'Z �`'� // \ �'"°j"� `�'��/ South 43'50'44" West, a distance of 246.31 feet to a 5/8" iron rod set for corner; \ \ / S84 57' 18 S 'W PJ�,�- _\ y5.55 r,, � ,; >L ; , ,, r i_ _, .z �- , outh 42'40'2 ?" West; _Q distance of 201.68 feet to a 5 S Iron rod set for corner; 20' P.U.E. \ G UJ V Z A / 3 - ,,I #r South 42'22'41" West, a distance of 186.98 feet to a 5/8" iron rod set for corner; ? j s / BLOCK 1 _J S8 i'l �, / / p ipiai?, • `'' ,rt South 42'0641" West, a distance of 726.97 feet to a 5/8" iron rod set for corner; x•5 ^Cie' +' �. �1 South 41'21'00" West, a distance of 287.70 feet to a 5/8" iron rod set for corner; 30' BUFFER ZONE f I 'r ��r'� `--- S tOn e L / AS REQUIRED L�T Z § I�s,} `y� 0 k South South 41'20'59" West, a distance of 393.45 feet to a 5/8" iron rod found for the south corner OOH O BY ZONING of this tract also being a point on the east line of Castlegate Section 1 Phase 1 as recorded \ 17 02 acres N=30'47'W , � / / ■ 111.72' in Vol. 4077, Page 140 thru 141, of the B.C.O.R.; ASTLEGATE UBDIVISIO �� POINT OF BEGINNING ?` / >;��, °, {!a> >i �� -_` rrg i s ,i / / ♦ aF`��1lf 4 .,,Y'14d3: THENCE a radius of 1215.00 feet and & chord of North e having e angle 6'S6'29 ? � ' East, 42'13 an distance e of 875.14 feet distance 6 PHASE 1 , j / 80' PRIVATE DRAINAGE / • +,aa�� 1� , N7403 »zz.+o' i80\ ��, MONUMENT FOUND feet ,�.- \ VOL. 4077 .140 -1 / EASEMENT (D.E.) /�,���� ,,� PuE s1o5o'oo'w »125.83' kI ±r: along the common line between this tract and said Section 1, Phase 1, and Castlegate Section 1, � PuE s1o50'0e'w »1zz7r � '?'ill Phase 2, as recorded in Vol. 4406, page 53 thru 54 to a 5/8" iron rod found for point of 0E: N1411'0S »10&01' P.U.E. / P (WIDTH \ \ • , tangency, OE N2230'47W»10321' / PUE Sz865'31'E »2/4.48' VARIES) THENCE along the common line between this tract and said Section 1, Phase 2 for the following 20 SEMINOLE PIPELINE \ 1 / N2821 '38'W 1' {`r �3�} + 1` EASEMENT t n99 /807) 311 �i� r '��� 3 '� 1 20' P.U.E. calls: / 4" PIPELINE, 1440 PSI 20' P.U.E. LU I 1 � y K A �� r ��Y A = � of Nzs•zl'3s•w »204.07' \ � North 5 57 05 West, a distance of 482.69 feet to a 5/8 N iron rod found for corner; MAX. OPERATING I�ij J t'tlsrrc k, / \ \ , / PRESSURE, LPG 3 .61 acres 20' UTILITY EASEMENT N N �I North 4'14 07 West, a distance of 210.00 feet to a 5 8 iron rod found for corner; 5' VERIZON ( GTE EASEMENT 20' ROW 20 P. i at �"�' VOL. 3837, PG. 290 , I / U.E. 90.37 r PuE: sze°55'al'E »z32•el' 20' P.U.E. I 11 i EASEMENT (771/005) EASEMENT S47'53'1 9"E / >O• / �• Around a curve to the left having a delta angle of 81'11'19 ", an arc distance of 56.68 feet, a 0.E / (510/451) • - (4154/332) 10' GTE EASEMENT 23 20 - - S43'37'31'W- 579.78' L - - - / P.U.E. I radius of 40.00 feet, and a chord of North 44'4947" West, a distance of 52.06 feet to a 5/8" ( 'M v AwES 30T PRIVATE S4 (745/838) S4T53'1oE �h - - - - -' - - - - - - - - - - - - - - - .. - .. - .. - I _ . DRAINAGE EASEMENT - - - 43.50' � _ -_ - 3'37'31'W- x51.95 1 1.31 _ - - / 1 - - iron rod found for corner, also being a point on the south right -of -way line of said State _ . • - .. _ .. - • ..- .. - .. - .. - .. - .. - - � - .. -- -.-f - .. - - -,- >.� - .- rJ� 1 � - -_ . - • __- = -- - - -- - -- -- _- - -_ _ - _ _':• - �T Highway 40, iiiiiiiiiiii0olillillillillill ..._ - - -- -- - ~= - - -- •� _- -- ..+� - t+ = � THENCE along the common line between this tract and said right -of -way line of State Highway -- ----- ---- �- � ----- -- �� -- -- - - - - -- - - - - - -- � �, � e 11 ,.., 7 9 7� 5/8 LR. �, � � I. o V -� 40 for the following calls: - " L S42 O6 4 ��" / SET SET I.R. R 5/8" I.R. SET I.R �� 5/8 I R �� MONUMENT North 85'4728" East, a distance of 174.49 feet to a monument found for corner; 5/8" I.R. 0 , I.R. LR. SET 50' PUBLIC 5/8" I.R. SET SET SET SET FOUND L 1 3 FOUND ACCESS EASEMENT SET GREENS PRAIRIE ROAD -ROW VARIES (75� +) North 84 '51'09" East, a distance of 59.64 feet to a monument found for corner; I! North 83'33'49" East, a distance of 266.00 feet to a monument found for corner; North 86'03'27" East, a distance of 284.23 feet to a monument found for corner; North 71'39'36" East, a distance of 572.76 feet to the PLACE OF BEGINNING containing 898,777 CERTIFICATE OF OWNERSHIP AND DEDICATION square fast or 20.63 acres. STATE OF TEXAS COUNTY OF BRAZOS 1, Timothy J. Crowley, owner and developer of the 20.63 acre tract shown on this plat and being a portion of the 734.96 acre tract conveyed to me in Volume 1415, Page 74 of the official records of Brazos County, and designated herein as the Castlegate Business Center, 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, easements and public places thereon shown for the purpose and consideration therein expressed. A. Timothy J. Crow ey, w r & Da el er STATE OF TEXAS COUNTY OF ' BRAZOS Before me, the undersigned authority, on this day personally appeared Timothy J. Crowley 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 the purpose and consideration therein stated. sT c� -� t Gw�- Given under my hand and seal on this .L_ day of __, 20 ( ) . o�°�•"pL�% CHARLES A ELLISON J y� NOTARY PUBLIC State of Texas cmm. Exp. 03 -26 -2005 Notary Public, Brazos County , Texas CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS I, _ �4o catty Clerk, in and for said county, do hereby certify that this plat together V its cart' 'canes of q gthentication was filed for record in my office the day of __ ft in the Deed Records of Brazos County, Texas, in Volume T2 Page _- ,&7- -. WITNESS my hand and official Seal, at my office in Bryan, Texas. County Clerk r �� � Brazos County, Texas d .►,Sl�,1 �' APPROVAL ..��.,,O__F��PLANNING AND ZONING COMMISSION I, _��` �,��r�r" Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the a tached plat was duly approved by the Commission on the _ day of _ _ 20-01. airman LEGEND PLAT BOUNDARY N OTES: E ® ■ E ■ ® M TXDOT CONTROLLED A ;CESS LINE 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS CERTIFICATE OF SURVEYOR ® STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS - - - - - - - EXISTING EASEMENT (V VERIZON, 4154/332) MONUMENTED ON THE GROUND. 'I STATE OF TEXAS COUNTY OF BRAZOS - • - • - • - - 2. THIS PROPERTY IS CURRENTLY ZONED C -1. I, Dante Carlomagno, Registered Public Surveyor No. 1562, in the State of Texas, 3. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA hereby certify that this plat is true and correct and was prepared from an actual ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL survey of the property and that the property markers and monuments were placed N0. 4804100205 -D, EFFECTIVE DATE 2 -9 -2000. under my supervision on the ground. PROPOSED BUFFER ZONE 4. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE PUBLIC UTILITY EASEMENT r p F ARC LENGTHS. Dan te arlomag o, R.P.L.S. 156 / A. N• (; '�� , ��, 4 �d 1 r '�.� .'•J .. 5. OWNERSHIP OF THIS TRACT IS BY DEED, VOL. 1415, PG. 74 OF THE OFFICIAL z DEED RECORDS OF BRAZOS COUNTY, TEXAS. 156:: 6. THIS PROPERTY IS IN IMPACT FEE AREA 97 -01. IMPACT FEES ARE DUE AT t✓ � ��1.', - TIME OF BUILDING PERMIT. S U 'A `• " 7. DEVELOPER MAY REQUEST OVERSIZE PARTICIPATION FOR THE OFF -SITE SEWER LINE. OM 8. ELECTRICAL SERVICE: CERTIFICATE OF CITY ENGINEER A. DEVELOPER INSTALLS CONDUIT AS PER CITY SPECS & DESIGN. 1, :QI(A City En ' ear of the City of College Station, Texas, B. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. C. DEVELOPER POURS TRANSFORMER PAD(S) PER CITY SPECS & DESIGN. . _, hereby certify that this Sub 'vision c fo to the requ ements of the Subdivision D. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS &DESIGN. (PULL Regulations of the City of College St tion xas. BOXES PROVIDED BY THE CITY) i E. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. F. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION Ij - - -- - F•y PURPOSES, CI En ineer .L1 G. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS T a+• •,., o �S •r lT1 INSTALLED FOR ALL ELECTRIC LINES. 9Z, H. LOTS 1 & 2 HAVE 3 -PHASE SERVICE AVAILABLE. u, 9. THE PROPOSED 30' WIDE BUFFER ZONE ALONG SECTION 1 OF THE I i _ _ -, CASTLEGATE SUBDIVISION BOUNDARY WAS A CONDITION OF THE REZONING. • LEGEND CASTLEGATE BUSINESS CENTER 20.63 ACRES BLOCK 1, LOTS 1 & 2 ROBERT STEVENSON SURVEY A -54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1' =100' NOVEMBER, 2003 REV. DECEMBER, 2003 OWNER /DEVELOPER ENGINEER Timothy J. Crowley ��■ 1301 IAcKinney, Suite 3500 • U00"'ON Houston, TX 77010 SURVEYOR: General Contractors Dante Carlomagno, RPLS No. 1562 Joseph P. Schultz, P.E. CARLOMAGNO Surveying, Inc 1707 Graham Road 2714 Finfeather Road College Station, Texas 77845 Bryan TX 77801 (979) 775 -2873 (979) 690 -7711 VICINITY MAP PLAT BOUNDARY aco E ® ■ E ■ ® M TXDOT CONTROLLED A ;CESS LINE -- PROPERTY LINE ® PROPERTY CORNER - - - - - - - EXISTING EASEMENT (V VERIZON, 4154/332) - - - - EXISTING EASEMENT 0'.0' SEMINOL.E. 1022/807) - • - • - • - - EXISTING EASEMENT (!)' GTE, 771 /005) ------------ - - - - -- EXISTING EASEMENT (0' GTE. 745/838) 6 EXISTING EASEMENT (20' ROW, 510/451) - - EXISTING PUBLIC LT IL.TY EASEMENT - - - - - - PROPOSED PUBLIC U11LITY EASEMENT - - PROPOSED BUFFER ZONE P.U.E. PUBLIC UTILITY EASEMENT D.E. PRIVATE DRAINAGE EASEMENT ` 100 -YEAR FLOODPLAIIV BOUNDARY (FEMA) z BASE FLOOD ELEVATION CASTLEGATE BUSINESS CENTER 20.63 ACRES BLOCK 1, LOTS 1 & 2 ROBERT STEVENSON SURVEY A -54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1' =100' NOVEMBER, 2003 REV. DECEMBER, 2003 OWNER /DEVELOPER ENGINEER Timothy J. Crowley ��■ 1301 IAcKinney, Suite 3500 • U00"'ON Houston, TX 77010 SURVEYOR: General Contractors Dante Carlomagno, RPLS No. 1562 Joseph P. Schultz, P.E. CARLOMAGNO Surveying, Inc 1707 Graham Road 2714 Finfeather Road College Station, Texas 77845 Bryan TX 77801 (979) 775 -2873 (979) 690 -7711 VICINITY MAP Z. aco pro CL t- � 6 �:1 r_ OM Ej iv a.Z _. (:'� u !-. F•y rf. :.. .L1 .... T a+• •,., o �S •r lT1 -_I� 9Z, u, , ta., Zt _ _ -, _. }. .- _. `- [y _� s i a 111 r � T Ott. Eb C� �„ AS _ -- fIJ r C• �L ¢ • z ,�lj -• � ro CASTLEGATE BUSINESS CENTER 20.63 ACRES BLOCK 1, LOTS 1 & 2 ROBERT STEVENSON SURVEY A -54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1' =100' NOVEMBER, 2003 REV. DECEMBER, 2003 OWNER /DEVELOPER ENGINEER Timothy J. Crowley ��■ 1301 IAcKinney, Suite 3500 • U00"'ON Houston, TX 77010 SURVEYOR: General Contractors Dante Carlomagno, RPLS No. 1562 Joseph P. Schultz, P.E. CARLOMAGNO Surveying, Inc 1707 Graham Road 2714 Finfeather Road College Station, Texas 77845 Bryan TX 77801 (979) 775 -2873 (979) 690 -7711 VICINITY MAP Z. aco CASTLEGATE BUSINESS CENTER 20.63 ACRES BLOCK 1, LOTS 1 & 2 ROBERT STEVENSON SURVEY A -54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1' =100' NOVEMBER, 2003 REV. DECEMBER, 2003 OWNER /DEVELOPER ENGINEER Timothy J. Crowley ��■ 1301 IAcKinney, Suite 3500 • U00"'ON Houston, TX 77010 SURVEYOR: General Contractors Dante Carlomagno, RPLS No. 1562 Joseph P. Schultz, P.E. CARLOMAGNO Surveying, Inc 1707 Graham Road 2714 Finfeather Road College Station, Texas 77845 Bryan TX 77801 (979) 775 -2873 (979) 690 -7711 VICINITY MAP CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 895.26' 1215.00' 42 °13'03" 469.04' 875.14' N1 6 °56'29 "E C2 56.68' 40.00' 81 ° 11'19" 34.28' 52.06' 1\144 °49'47 "W LINE TABLE LINE LENGTH BEARING L1 210.00' N04° 14'07 "W L2 174.49' N85 °47'28 "E L3 59.64' N84 °51'09 "E L4 266.00' N83 °33'49 "E L5 284.23' N86 °03'27 "E L6 128.71' S48 °53'1 9 "E L7 75.26' S43 °46' 16 "W L8 218.86' S43 °54'32 "W L9 246.31' S43° 50' 44 "W L10 201.68' S42 °40'27 "W L11 186.98' S42 °22'41 "W L12 287.70' S41 °21'00 "W L13 393.45' S41 °20'59 "W L14 209.14' N26 °21'36 "W L15 104.28' N22 °30'47 "W L16 106.02' N14 °11'09 "W x / J v , stleg � Z� `velox 20' UTILITY EASEMENT METES AND BOUNDS DESCRIPTION \ VOL. 3837, PG. 290 OF A 20.63 ACRES TRACT OF LAND 5 8" I.R. \ OUT OF � COUNTY,SO SURVEY, A -54 TEXASv \ O S FOUND \ TXDOT All that tract or parcel of land lying and being situated in Brazos County, Texas, and being CONTROLLED situated in the Robert Stevenson Survey, A -54, and being a part of the same tract of land ACCESS LINE C rowley described in a deed to Timothy J. Crowley, as recorded in Volume 1415, Page 74, of the Brazos ! 5/8" I.R:' i `� County Official Records, and being more particularly described by metes and bounds as follows FOUND MONUMENT �le>> \ Tract with all control referred to the 1983 Texas State Plane Coordinate System, Lambert Projection, FOUND ® .� �\ Central Zone: X ' COMMENCING at a fence post for the north corner of said Crowley tract, also being a point in MONUMENT \� the southwest right -of -way line of State Highway No. 6, also being the east corner of the John FOUND 100 50 0 100 M. Lawrence, III, 247.46 acre tract, as recorded in Volume 929, Page 216, of the B.C.O.R., having 5/8" I.R. ,/ / ® ~ SCALE IN FEET a Texas State Plane Coordinate Value of X= 3,576,278.52 (E), Y = 10,192,792.33 (N) / / / ,� \� TLEG ' L SUBDX�(IS1'6•�! FOUND / \ � � THENCE South 3 °26'09" East, a distance of 4,608.47 feet to a TXDOT monument found for �. �, �, 1, PH ,A �L. �� / / \ ' R corner for the PLACE OF BEGINNING, also being the north corner of this tract, also being a point � `��� VOL. 4406, P53 -54 // \ v' on the south right -of -way line of State Highway 40, being 62.965 acres, as recorded in Vol. \ - / 20' P.U.E. \ �� `�� 3926, Page 85(R.O.W. varies); THENCE South 48 °5319 East, a distance of 128.71 feet along the common line between this N� tract and said right -of -way line to a TX -DOT monument found for the east corner of this tract, MONUMENT" »° ""� also being a p oint on the northwest right -of -wa line of Greens Prairie Road R.O.W. varies / \ / FOUND 9 P Y ( )� f j t �\ /' 20' P.U.E. \\ �.� �`'*'� THENCE along the common line between this tract and said right -of -way line of Greens Prairie \ WON= ,; 1. Road for the following calls: �e Sub ion 8" iron rod set for corner; " ° South 43 46'16 West, a distance of 75.26 feet to a 5 . 51, ACRD / e d � 32 €� ��/ / //' \ \ South 43 °54'32" West, a distance of 218.86 feet to a 5/8" iron rod set for corner; r2ent ; 2Str \\ % * South 43 °50'44" West, a distance of 246.31 feet to a 5/8" iron rod set for corner; PDD_ \ � \�; / \ \ 55.55 - Z01E South 42 °40'27" West, a distance of 201.68 feet to a 5/8" iron rod set for corner; 20' P.U.E. BLOCK 1 \ fOUN ©V South 42'22'41" West, a distance of 186.98 feet to a 5/8" iron rod set for corner; S81*20'53'E ° . South 42 °06'41" West, a distance of 726.97 feet to a 5/8" iron rod set for corner; S12'16'38 ° E-16.51' �� 86.54' LR. ;' N1411.09°W- 115.25' South '1 °21'00" West, a distance of 287.70 feet to a 5/8" iron rod set for corner; FnUND 30' BUFFER ZONE O V en s ton E? �. r J" / / AS REQUIRED LOT 2 / f 6' 393.45 feet to a 5 iron rod found for the south corner _ v �� �:� �� y BY ZONING O South 41 West, a distance of � _ _ ^ �, �- of this tract, also being a point on the Past line of Castlegate Section 1 Phase 1, as recorded \� 1 42 acres- _ N2 111. 2rw / � � j � in Vol. 4077, Page 140 thou 141 of the "B.C:O.R:; [-- �� �' �� / 7 �s� ,CASTLEGAT E �, /SU B DIVISIO 1 POINT OF BEGINNING THENCE around a curve to the left having a delta angle of 42'13'03 ", an arc distance of 895.26 PHASE 1 } �� ✓' /^ /' �� / 80' PRIVATE DRAINAGE / N7403 2240' 7-90 MONUMENT FOUND . feet, a radius of 121 EAS EMENT 5.00 feet, and a chord of North 16 °56'29" East, a distance of 875.14 feet ` j / NT (D.E.) / PUE: S10'50 'o9'w- 125.63' °4' s along the common line between this tract and said Section 1, Phase 1, and Castlegate Section 1, VOL. 4077, P,Q. 140 -1 „ t } l , / ; / PUE: S10 122.77' 3 �� 0 9 ` Phase 2, as recorded in Vol. 4406, page 53 thru 54 to a 5/8" iron rod found for a point of DE: N14'11'09'W- 106.01 P.U.E. tangency, �•, \\ � i � � '; ,, , i/ � // / / � � �� : � DE: N22'30 .47°w- 1o3.2r VARIES) \ 4 '�7: 3, . 9 , the following / PUE: S2855'31'E^ THENCE along the common line between this tract and said Section 1, Phase 2 for g N2621 36" 20 SEMINOLE PIPELINE / s \ \ /� ' ' }t ; t i� EASEMENT (1022/807) 238.31' / 20' P.U.E. e��2s S °� ~ calls: 1 4" PIPELINE, 1440 PSI 20' P.U.E. / LOT MAX. OPERATING DE: N26'21 '36"W-204.97' North 5'57'05" West, a distance of 482.69 feet to a 5/8" iron rod found for corner; tit V. acres 20' UTILITY EASEMENT North 4'14'07" West, a distance of 210.00 feet to a 5/8" iron rod found for corner; - A J 1� , 5' VERIZON 5' GTE EASEMENT / VOL 3837, PG. 290 20' ROW 20' P.U.E. '0 / EASEMENT (771/005) s47 19E ' 90'37 ' 1 ' PUE: S28 '31"E-232 i EASEMENT / � // 20' P.U.E. 20' P.U.E. I t Around a curve to the left having a delta angle of 81 °11 , 19 ", an arc distance of 56.68 feet, a / kl (4154/332) 10' GTE EASEMENT - 23.os' - - S43.3�•31'W 578.78' 1 - - - (510/451) - - - - - - - - - -- - - - - - - - - - - - - - L - - - radius of 40.00 feet, and a chord of North 44 °49'47" West, a distance of 52.06 feet to a 5/8" VARIES),- 30' 30' PRIVATE s 47531s ° E - > iron b t of- a of said State 43.59 DRAINAGE EASEMENT ' y _ - s43_37'31'W`551.95' - - - - - - - / / 111.31 rod found for corn right lin --t - corner, also being a point on the south ht- wa ri - n J �- _1 Highway -- - - - - - - -- ---�--�--=- - - - - -- -- - - -- - - -_ -__-------------- __---------- - --- -- _ - -_= - = : - - tom- = -y � _�_ _�_ - _______ _ -_ - -- - -_ - -- - _ __ ____ ___ __ _ _ __ _ ________� _- _�- �T__._ _ _�____ ����___ -- - - - -- -- - - - - -- THENCE along the common line between this tract and said right -of -way line of State Highway - - - - - - ___- - - -- --- - - - - -- -- -------- --- ------- --- - - - - -- - - - -- ------------- - - - - -- -- - - - - -- - - - - -- - -- - --------- - - - - -- - - - • - • ___. - - • - - -- --- - - - - -- �. --•y.. ` - - - - -- 11 1 � -- -�- 40 for the following calls: --- ------- --- - - - - - -- ___--- - - - - -- - - S4'2 °-06'4' 1 W.. � 7.26.9 _ 5/8„ SET I .R. L8 L - - - - -- 1 5/8 I.R. 5 8„ ------ - - - - -- 5/g I.R. SET 5/8" I.R. I.P,. / 5/8» R. MONUMENT , ---- - - ---- North 85 °47 28 East, a distance of 174.49 feet to a monumer� iaul �d for cc :: yes; SET SET SET SET FOUND 5 /s" I.R. L 50' PUBLIC 5 /8» SET ENS PRAIRIE ROAD -ROW VARIES (75 +) FOUND ACCESS EASEMENT GREENS North 84'51'09" East, a distance of 59.64 feet to a monument found for corner; North 83'33'49" East, a distance of 266.00 feet to a monument found for corner; North 86 °03'27" East, a distance of 284.23 feet to a monument found for corner; North 71'39'36" East, a distance of 572.76 feet to the PLACE OF BEGINNING containing 898,777 CERTIFICATE OF OWNERSHIP AND DEDICATION square feet or 20.63 acres. STATE OF TEXAS COUNTY OF BRAZOS I, Timothy J. Crowley, owner and developer of the 20.63 acre tract shown on this plat and being APPROVAL OF PLANNING AND ZONING COMMISSION a portion of the 734.96 acre tract conveyed to me in Volume 1415, Page 74 of the official records of Brazos County, and designated herein as the Castlegate Business Center, in the City Chairman of the Planning and Zoning Commission of the of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of City of College Station, Texas, hereby certify that the attached plat was duly approved the public forever all streets, alleys, parks, easements and public places thereon shown for the by the Commission on the __ -_ day of __ 20___. purpose and consideration therein expressed. Chairman Timothy J. Crowley, Owner & Developer PLAT BOUNDARY } 0 IN R 9 91 TXDOT CONTROLLED ACCESS LINE NOTES: PROPERTY LINE O 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE OF TEXAS CERTIFICATE OF SURVEYOR STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS COUNTY OF BRAZOS - • - • - • - • - MONUMENTED ON THE GROUND. Before me, the undersigned authority, on this day personally appeared Timothy J. Crowley known .STATE OF TEXAS COUNTY OF BRAZOS 2 . THIS PROPERTY IS CURRENTLY ZONED C -1. to me to be the person whose name is subscribed to the foregoing instrument, and - -- -- EXISTING PUBLIC UTILITY EASEMENT acknowledged to me that he executed the some for the purpose and consideration therein I, Dante Carlomagno, Registered Public Surveyor No. 1562, in the State of Texas, 3. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA stated. hereby certify that this plat is true and correct and was prepared from an actual ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL D.E. survey of the property and that the property markers and monuments were placed NO. 48041 CO205 -D, EFFECTIVE DATE 2 -9 -2000. Given under my hand and seal on this ____ day of ------- , 20 under my supervision on the ground. 100 -YEAR FLOODPLAIN BOUNDARY (FEMA) 4. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE BASE FLOOD ELEVATION ARC LENGTHS. Dante Carlomagno, R.P.L.S No. 1562 5. OWNERSHIP OF THIS TRACT IS BY DEED, VOL. 1415, PG. 74 OF THE OFFICIAL Notary Public, Brazos County Texas DEED RECORDS OF BRAZOS COUNTY, TEXAS. 6. THIS PROPERTY IS IN IMPACT FEE AREA 97 -01. IMPACT FEES ARE DUE AT TIME OF BUILDING PERMIT. 7. DEVELOPER MAY REQUEST OVERSIZE PARTICIPATION FOR THE OFF -SITE SEWER LINE. CERTIFICATE OF THE COUNTY CLERK 8. ELECTRICAL SERVICE: STATE OF TEXAS CERTIFICATE OF CITY ENGINEER A. DEVELOPER INSTALLS CONDUIT AS PER CITY SPECS & DESIGN. COUNTY OF BRAZOS B. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. I, County Clerk, in and for said county, do hereby certify that this I, ____ _ _-- _ - -__, City Engineer of the City of College Station, Texas, C. DEVELOPER POURS TRANSFORMER PAD(S) PER CITY SPECS & DESIGN. ----- -------------- plat together with its certificates of authentication was filed for record in my office the ____ hereby certify that this Subdivision conforms to the requirements of the Subdivision D. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS & DESIGN. (PULL day of - --- 20_ - -, in the Deed Records of Brazos County, Texas, in Regulations of the City of College Station, Texas. BOXES PROVIDED BY THE CITY) ---- Volume _- Page E. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. -- F. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION WITNESS my hand and official Seal, at my office in Bryan, Texas. - - - - - -- - - - - - -- PURPOSES. City Engineer G. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ALL ELECTRIC LINES. H. LOTS 1 & 2 HAVE 3 -PHASE SERVICE AVAILABLE. County Clerk Brazos County, Texas 9. THE PROPOSED 30' WIDE BUFFER ZONE ALONG SECTION 1 OF THE CASTLEGATE SUBDIVISION BOUNDARY WAS A CONDITION OF THE REZONING. , 0 1 � 1 � 1 AM CASTLEGATE BUSINESS CENTER 20.63 ACRES BLOCK 1, LOTS 1 & 2 ROBERT STEVENSON SURVEY , A -54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1' =100' OWNER /DEVELOPER: Timothy J. Crowley 1301 McKinney, Suite 3500 Houston, TX 77010 SURVEYOR: Dante Carlomagno, RPLS No. 1562 CARLOMAGNO Surveying, Inc. 2714 Finfeather Road Bryan TX 77801 (979) 775 -2873 NOVEMBER, 2003 REV. DECEMBER, 2003 ENGINEER: T CON General Contractors Joseph P. Schultz, P.E. 1707 Graham Road College Station, Texas 77845 (979) 690 -7711 t o I&JU kfAwl" WN PLAT BOUNDARY } 0 IN R 9 91 TXDOT CONTROLLED ACCESS LINE - - PROPERTY LINE O PROPERTY CORNER - - - - - - - EXISTING EASEMENT (5 `/ERIZON, 4154/332) - • • - • • - • • - EXISTING EASEMENT (20' SEMINOLE, 1022/807) - • - • - • - • - EXISTING EASEMENT (5' GTE, 771/005) ------------ - - - - -- EXISTING EASEMENT (10'I GTE, 745/838) EXISTING EASEMENT (20'. ROW, 510/451) - -- -- EXISTING PUBLIC UTILITY EASEMENT - - - - - - - PROPOSED PUBLIC UTILI?Y EASEMENT - - PROPOSED BUFFER ZONE P.U.E. PUBLIC UTILITY EASEMENT D.E. PRIVATE DRAINAGE EASEIAENT 100 -YEAR FLOODPLAIN BOUNDARY (FEMA) 288 BASE FLOOD ELEVATION 1 � 1 AM CASTLEGATE BUSINESS CENTER 20.63 ACRES BLOCK 1, LOTS 1 & 2 ROBERT STEVENSON SURVEY , A -54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1' =100' OWNER /DEVELOPER: Timothy J. Crowley 1301 McKinney, Suite 3500 Houston, TX 77010 SURVEYOR: Dante Carlomagno, RPLS No. 1562 CARLOMAGNO Surveying, Inc. 2714 Finfeather Road Bryan TX 77801 (979) 775 -2873 NOVEMBER, 2003 REV. DECEMBER, 2003 ENGINEER: T CON General Contractors Joseph P. Schultz, P.E. 1707 Graham Road College Station, Texas 77845 (979) 690 -7711 t o I&JU kfAwl" WN TRACT 3C--1 Z/ ED R- iA SWP- 39.097'A / LIMNS OF '�XDOT CON�tROLLE� ACCESS I \ \ 20' P.U.E. IkD 20' I TERLIW W -1 s� s s� c � � -- 7, T. Z Co s S4) A #OA SPA 6 /P_C ZONV X 20' P.U.E., (TO BE CONVEYED BY SEPARATE INSTRUMENT) n f SO I. 1] I J SILT FENCE`u r mow" SEWER LIB -1 0 THIS DOCUMENT IS AKES -s SPACING OR - RELEASED FOR THE r POSTS SPACING PURPOSE OF REVIEW / WIRE FENCING TO R SILT FENCE FABRIC PROVIDE SUPPORT TO FABRIC •�.,,._ j „y DIRECTION OF FLAW ONLY UNDER THE OF JOSEPH EXISTING GROUND P. SCHULTZ P .E., LICENSE NO. 65889, 4- ON NOVEMBER 12, 3 � BURY BOTTOM FLAP 2 12" MIN. DEPTH OR CONSTRUCTION PURPOSES. \ SILT FENCE NTS z HAY BALES AND SILT FENCE TO DRAINAGE IN FLOWS. OF CONCENTRATED Q O r r �° STAKES -1'x2" U C31 2 PER BALE ir► WIRE FENCING TO SILT FENCE FABRIC Q j-- 0 PROVIDE SUPPORT Q] � TO FABRIC I J DIRECTION OF FLOW co 0 17 W EXISTING GROUND W Z QQ (n W 4" 0 ry W BURY BOTTOM FLAP 12" MIN. DEPTH SILT FENCE W/ �f HAY BALES NTS ' O STAKES -1 "x2" 2 PER BALE � OTTOM OF BALE TO BE n W V) MIN. 3" BELOW GRADE v J W O © � s ry 18' MIN. DEPTH In i \ I BELOW EXISTNO GROUND (n HAY BALE CHECK DAM 0 �•+, ' Li I �" ±a,. +�'' � / 1 1 I @ �-- �- •• -.... NTS C' WLE)� `� ;� i VICINITY MAP ! RACT/2C ,--� E PRO TI ZON D C- ' g o / FE CE ' l I I I - -- z \: OV •s + ?9k 1 / I � / / •s 7 + ,-" l I a I � r _ s r l� O' p tl 1 J LINE S- LIMIT OF TXDOT CONTROLLED ACCESS All PROPOSED P. E. (WIDTH V) LOT 1 as PROPOSED � _ / •20' P.U.E. 3.62 acres - l SEWER LI S -1 '1 •� ; I _ �� P S PROPO ED 20'1 P.U.E. 1 -- - ------------ - -- -_ FENS PRAIRIE c `\ P OPOSEO P.U.E. f (>��9 ' ( TH VARIES) S ^S ` TO E CONVEYED BY EPA ATE INSTRUMEN .2a SEWER LINE S -2 t O � 20 D P E (TO BE CO Y - l` EPARAE S ENT) 11 f i l� ? P Oq. � • � 99 � 20 P�.U,E y ` I( • SEPARA I S UMENT) t +� fo `'o +s� •s +s 'a + s CR W Y T 5 .95 AC +s 0 �w >z+ L L -r I i C7:3 f I II S/ 1 II + ' I �� • i i I �� • I i II S/ r 7 120 60 0 I SC !! 1 } •S i 1 I 1 ®, v r %..0 1 ----- 32 — EXISTING CONTOUR (MAJOR) EXISTING CONTOUR (MINOR) PLAT BOUNDARY - - - -- PROPERTY LINE - - CONSERVATION ZONE S -12 PROPOSED SANITARY SEWER LINE W-12 PROPOSED WATERLINE Z — S- 15 ---. EXISTING SANITARY SEWER LINE -_ w -24 EXISTING WATERLINE - �FH FIRE HYDRANT .0• GATE VALVE Z _? O SANITARY SEWER MANHOLE O ® HAY BALE CHECK DAM SILT FENCE ❑ z W �wrrrrrwrrrrrrrrr TREE PROTECTION FENCE Z W 7 FLOOD PLAIN LIMITS W W C r U W ,— CL ~ TOPOGRAPHY SHOWN IS FROM FIELD 0 Z :Z Z SURVEY DATA AND AERIAL '.., O W TOPOGRAPHY PREPARED FOR THE Z 0 CITY OF COLLEGE STATION IN 9994. J = U Q CONSTRUCTION NOTES: J m 1. The Contractor shall be responsible for verifying the location 0 W W exact of all existing underground utilities. Notifications of the utility companies 48 hours in l 11' C9 advance of construction is required. 1 W UJ W Dig Tess (800) 344 -8377 �' W V TXU Gas (979) 774 -2501 W J COX Communications (979) 846 -2229 0 �-°- J Verizon (800) 344 -8377 O 2. It is the responsibility of the Contractor to use �j U) U whatever means necessary to minimize erosion and prevent sediment from leaving the project site. r 1 V 3. The Contractor is responsible for inspecting and LL- maintaining the erosion and sediment control devices. O 0 Inspections shall be done every 14 days and after every rainfall event of 1/2" or more. 4. All construction shall be in accordance with the current City of College Station Standard Specifications for Water & Sewer Construction. All n `,. 120 construction shall be coordinated with the City office. SHEET 5. The construction shall comply with OSHA Standard 29 CFR Part 1926 Subpart P for trench safety requirements. General information on trench safety is presented on the Trench Safety Details sheet. 6, Project Benchmark: College Station Monument CS -137, Elevation 332.97 (located on the north side of Greens Prairie Road near the intersection with Castlegate Drive). OF 9 ----- 32 — EXISTING CONTOUR (MAJOR) EXISTING CONTOUR (MINOR) PLAT BOUNDARY - - - -- PROPERTY LINE - - CONSERVATION ZONE S -12 PROPOSED SANITARY SEWER LINE I P In C D t to - C. 04 6; 1 C 4 D v7 I N I I .p X C I D 1 N C I a I � i N PROFILE SCALE 1" = 40' HORZ. 1 " = 4' VERT. (1) W �- z Z J Q 40 20 0 40 Z SCALE IN FEET D O M 0'"'ft% (j + W �..�C00 C) � UJ _ �_ N * 0) M 15.00 W PLUG & o TO 12" !!n 0 E v/ 0. WATERLINE W -1 EXISTING 24" WATERLINE 20" WATERLINE CASING U) W Z J Z D O M F W Z SILT FENCE M m t' r !1 ` : I I i PT 4 PC 0 � I � I I I ( I I I >g I o 01 � i 9.32 )8.71 �t STA. 4+63.36 12" M.J. TEE STA. 4 +54.00 12 "X8" M.J. REDUCER STA. 4 +56.00 8" M.J. GATE VALVE STA. 4 +58.00 FIRE HYDRANT ASSEMBLY & 8 "X6" M.J. TEE Horizontal Alignment Station and Curve Report. INSTALL 12" M.J. GATE VALVE & PLUG STA. 4 +14.00 12" 45' M.J. BEND STA. 4 +24.06 12" 90' M.J. BEND 6 +14.01 Desc: 12" and 8' Waterline W -1 Length: ---- - - - - -- Delta: - TXDOT 5 +15.29 --------- Desc. ------------------------------------------------- Station Spiral /Curve Data - - - - -- Length Northing Easting RP ST UC_R : -'AL - - - -- - - - - - - -- - - - - - -- - 10187980.0341 Length: ------------9------------------------------------------ Mid -Ord: 2 Chord: N 83 -33 -49 E Es: --------- PI - - - - -- 8 +79.85 PI 0 +00 Delta: 10188358.2049 3575245.2103 Cq 10187980.0341 3575684.9050 Length: 424.06 Course; S 04 -02 -51 E 10185992.6402 3575909.1052 PT --- - - - - -- - - - - - -- .10187987.9073 3575771.5945 � I'm cc PI 4+24.06 ROW W 10187935.2052 3575275.1417 DOC: 02 -51 -53 Length: 65.09 Course: N 85 -57 -09 E 43.53 0 C4 --- - - Delta - - - -- 90 -00 -00 ------------------------------------------- 0.47 Chord: 87.05 Course: N 84 -48 -38 E Tangent Data i 0 -47 U 0 +00 ----,--- 11 +51.99 - - - - -- 10188358.2049 3575245.2103 3575999.6724 i Length: 9 - 4+24.06 Course: N 74 -38 -27 E 10187935.2052 3575275.1417 Delta ; 0 Length: 424.06 Course: S 04 -02 -51 E -- Tangent Data ------------9--------------------------------------------- 9+23 10187987.9073 3575771.5945 PI 4 +89.15 10188003.6261 10187939.7993 3575340.0673 Length: 226.62 Course: Length: 124.88 Course: N 82 -57 -21 E - - - - - -- - -- 10188040.4524 3576133.7427 Delta: _ _ 259 48 28.96 Course: N 70 -04 -44 E TXDOT ---- - - - - -- - - - - - -- ------------------------------- Tangent Data ---------- ---- - -------------------------------------------- Tangent Data 4+24.06 DESIGN 10187935.2052 3575275.1417 10188003.6261 3575999.6724 4+62.99 12 +75.09 10187937.9530 3575313.9750 3576118.3791 GRADE Length_ 38.93 Course: N 85 -57 -09 E -0.50% Circular Curve Data --- - - - - -- - ---------------------------------------- Circular Curve Data 12 +75.09 -- 10188036.2324 PC 4+62.99 10187937.9530 3575313.9750 3576012.4315 PT RP �' 10188935.4589 3575243.3917 Delta: 04 -33 -43 PT 5+15.29 10187943.0072 3575366.0275 DOC: 14 -19 -26 Delta: 02 -59 -48 Type: LEFT 15.93 Mid -Ord: Radius: 1000.00 DOC: 05 -43 -46 Chord: 31.84 Course: Length: 52.30 Tangent: 26.16 0.32 Mid -Ord: 0.34 External: 0.34 10188050.3192 3576160.9680 o Chord: 52.30 Course: N 84 -27 -15 E 13 +06.94 GROUND Es: 0.34 13 +19.96 o INSTALL 12" M.J. GATE VALVE & PLUG STA. 4 +14.00 12" 45' M.J. BEND STA. 4 +24.06 12" 90' M.J. BEND 0 1+00 2 +U0 6 +UU + +UU PROFILE - 12" & 8" WATERLINE W -1 Z) - t - U PI 6 +14.01 Spiral /Curve Data Length: ---- - - - - -- Delta: - TXDOT 5 +15.29 Tangent Data 6 +08.71 NON-STRUCTURAL - - - - -- Length PC 6 +08.71 RP ST UC_R : -'AL BACKF LL Delta: Radius: 10187980.0341 Length: W Mid -Ord: 2 Chord: N 83 -33 -49 E Es: --------- PI - - - - -- 8 +79.85 ACK FILL Length: Delta: 8 +36.31 Q r. a�i rn 10187980.0341 3575684.9050 RP � STATE HIGHWAY 40 10185992.6402 3575909.1052 PT r - r m .10187987.9073 3575771.5945 � Delta: 02 -29 -38 Type: RIGHT ROW W Radius: 2000.00 DOC: 02 -51 -53 Length: 87.05 Tangent: 43.53 Mid -Ord: 0.47 External: 0.47 Chord: 87.05 Course: N 84 -48 -38 E Q i 0 -47 U PI ----,--- 11 +51.99 - - - - -- 10188003.6261 3575999.6724 i Length: 9 - 139.04 Course: N 74 -38 -27 E Delta ; 0 - -- Tangent Data 9+23 10187987.9073 3575771.5945 11 +51.99 10188003.6261 3575999.6724 Length: 226.62 Course: N 86 -03 -27 E --- - PI 4' MIN. - - - - - -- - -- 10188040.4524 3576133.7427 Length: 28.96 Course: N 70 -04 -44 E TXDOT Delta: BURY ---------- ---- - -------------------------------------------- Tangent Data DESIGN i 10188003.6261 3575999.6724 12 +75.09 10188036.2324 3576118.3791 GRADE Course -0.50% -0.50% Circular Curve Data PC 12 +75.09 10188036.2324 3576118.3791 RP 312 3576012.4315 PT 13 +06.94 �' 3576148.7220 Delta: 04 -33 -43 Type: 312 Radius: 400.00 DOC: 14 -19 -26 Length: 31.85 Tangent: 15.93 Mid -Ord: 0.32 External: 0.32 Chord: 31.84 Course: a Es: 0.32 ---------------------------------------------------------- PI ------------------------- EXISTING 10188050.3192 3576160.9680 o - - - Tangent Data - -- - -- -------- - - - - -- 13 +06.94 GROUND ,�� 3576148.7220 13 +19.96 o 10188050.3192 3576160.9680 Length: 13.03 V N 70 -04 -44 E FURNISH A D INSTALL (OPEN CUT) 8" WATER INE SH 40 .� �" J 410 LF, 2 "O STEEL ENCASEMENT PIPE (PVC PIP DESIGN ,- ,- CONFORMING TO ASTM A134 GRADE MILD CARBON STEEL OR Al - 9 GRADE A 3' MIN. , (3/8" WALL THICKNESS MINI UM) 304 304 20 0% 3' MIN. EXISTING 24" EXISTING 2" WATERLINE VALVE 296 296 12" WATERLINE (DUCTILE IRON PIPE) NOTE: PIPE WITHIN 1HE ENCASEMENT PIPE SHALL HAVE LOCKING GASKET CONN CTIONS SO IT Z CAN BE REM VED BY PULLING THE ENTIRE SECTION OF FIPE OUT OF THE' ENCASEMENT 288 PIPE. w 288 o CC) W 00i rN ° W d r%j m �Z Z J V i Q O N N N N� dr W NO W N t7 J Z ri Z M� N J �w tJ Q LJi LL.. L� w Li W tL Li 0 < Q Fw- Co . :D C-4 00 OZ O OZ O O ? N) ? w O d•� Li �pQ W Z -� <� a '- O a c} Cn to O tt7 O O d <t N t7H u� M Lo M �n p o >Z o U r 00 O O O O O �+� �+ �+� x+00 N ¢-� _in x ¢� Z d O L6 O (6 Cn O 00 O O O P`) o Z 0 N r ¢ r7 N x Q N F- - W ao t- cn w x o! w t- to w m N N N N N r7 I- cn w ►- in t- .- to N t- .2 to N . to . W oo ti- n3 0 1+00 2 +U0 6 +UU + +UU PROFILE - 12" & 8" WATERLINE W -1 Z) - t - U PI 6 +14.01 Spiral /Curve Data Length: ---- - - - - -- Delta: - ---------------------------------------------------------- 5 +15.29 Tangent Data 6 +08.71 --- - - - - -- Length PC 6 +08.71 RP PT 6 +19.32 H Delta: Radius: 10187980.0341 Length: W Mid -Ord: 2 Chord: N 83 -33 -49 E Es: --------- PI - - - - -- 8 +79.85 - ------------------------------------------ Circular Curve Data Length: Delta: 10187955.1139 3575464.0029 265.84 Course: N 83 -33 -49 E 0 -36 -28 ---------------------------------------- Tangent Data 10187943.0072 3575366.0275 10187954.4633 3575458.7383 - - -- - 93.42 Course: N 82 -57 -21 E ---- ---------------------------- -- Circular Curve Data 10187954.4633 3575458.7383 10186962.0116 3575581.3742 10187955.7085 3575469.2741 00 -36 -28 Type: RIGHT 1000.00 DOC: 05 -43 -46 10.61 Tangent: 5.30 0.01 External: 0.01 10.61 Course: N 83 -15 -35 E 0.01 ---------------------------------------- 10187984.9142 3575728.1641 272.15 Course: N 86 -03 -27 E 2 -29 -38 Horizontal Alignment Station and Curve Report. Desc: 12" and 8" Waterline W -1 Desc. Station - - -- Spiral /Curve Data - - - - - -- Northing -- Easting - - -- ---------------------------------------------------------- Tangent Data 0 6 +19.32 X U o (1) l'_ 10187955.7085 3575469.2741 H 8 +36.31 F- o 10187980.0341 3575684.9050 W Length: 2 Course: N 83 -33 -49 E O --- - - - - -- - ------------------------------------------ Circular Curve Data 0 PC 8 +36.31 Q r. a�i rn 10187980.0341 3575684.9050 RP � r 10185992.6402 3575909.1052 PT 9 +23.37 r m .10187987.9073 3575771.5945 � Delta: 02 -29 -38 Type: RIGHT W Radius: 2000.00 DOC: 02 -51 -53 Length: 87.05 Tangent: 43.53 Mid -Ord: 0.47 External: 0.47 Chord: 87.05 Course: N 84 -48 -38 E Q 0 -47 U PI ----,--- 11 +51.99 - - - - -- 10188003.6261 3575999.6724 Length: 9 - 139.04 Course: N 74 -38 -27 E Delta ; 0 - -- Tangent Data 9+23 10187987.9073 3575771.5945 11 +51.99 10188003.6261 3575999.6724 Length: 226.62 Course: N 86 -03 -27 E --- - PI - - - -- 12 +91.02 - - - - - -- - -- 10188040.4524 3576133.7427 Length: 28.96 Course: N 70 -04 -44 E Delta: 4 -33 -43 ---------- ---- - -------------------------------------------- Tangent Data 11 +51.99 10188003.6261 3575999.6724 12 +75.09 10188036.2324 3576118.3791 Length: Course N 74 -38 -27 E --------- ----- -------- ----- -- ---- - --------------- - --------- Circular Curve Data PC 12 +75.09 10188036.2324 3576118.3791 RP 10188421.9461 3576012.4315 PT 13 +06.94 10188045.8811 3576148.7220 Delta: 04 -33 -43 Type: LEFT Radius: 400.00 DOC: 14 -19 -26 Length: 31.85 Tangent: 15.93 Mid -Ord: 0.32 External: 0.32 Chord: 31.84 Course: N 72 -21 -35 E Es: 0.32 ---------------------------------------------------------- PI ------------------------- 13 +19.96 10188050.3192 3576160.9680 - - - Tangent Data - -- - -- -------- - - - - -- 13 +06.94 10188045.8811 3576148.7220 13 +19.96 10188050.3192 3576160.9680 Length: 13.03 Course: N 70 -04 -44 E WATERLINE PIPE MATERIAL PVC, DR -14 (AWWA C -900, CL. 200) DUCTILE IRON, CLASS 350 REFER TO WATERLINE DETAILS SHEET FOR DETAILS AND EMBEDMENT REQUIREMENTS ENCASEMENT SHALL BE A MINIMUM OF 3/8 INCH STEEL CYLINDER PIPE, ENDS SHALL BE SEALED TO PREVENT THE INTRUSION OF GROUNDWATER AND HAVE CASCADE CARRIERS THAT WILL ALLOW THE REMOVAL OF THE CARRIER PIPE FROM THE ENCASEMENT PIPE IN A SINGLE DIRECTION BY MEANS OF TENSION ON THE CARRIER PIPE ONLY. NOTES: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON NOVEMBER 12, 2003. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. O O V) C V) v rn Q M O W M 0 IJ W Z Z O U 0_ W --I V) O O li Z O F-- Q.. U) W W z 0 W O LL Li ry (n to M O W I � N Q � o� am SHEET 2 OF 9 0 O d' ono 0 C_ X U o (1) l'_ O H O F- o U U) W o � O W I- oV) a) 0 O Q r. a�i rn Z O � - n � r SHEET 2 OF 9 LO + "f' W O H F- o W U) W U O W I- u' 0 O Q W Z Z O � � Q F- 06 r m U) � W W Z��. W Q J -' J � U w W Q F_ U Q SHEET 2 OF 9 Horizontal Alignment Station and Curve Report. Desc: 12" and 8' Waterline W-1 ------------------------------ Desc. Station Spiral/Curve Data PI SH 40 EAST BOUND LANES 3- 11 3-3 SILT FENCE 3 3 3 E) p� � I I 1=11111 I I I �INIIIII I W-81 9-M W 1 W-8 ��00 -8 --- 8+00 -W-8 .4- 7+00 W-8 5 +00 6+00 - - - - - - - 4F - - - - - - - - - - - - - - - - - - - - - fl__ - 4 ----- - - - - -- - - - - - - - - - ------- 4 - - - - -- - 00 P ROPOSED + CD PPOSE P.U,E . (A + t (W IDTH ) 1 91 0 to (WIDTH VARiIES) (A CD (TO BE CONVEYED BY PLAT) i, 70111K.01 1101 !!!9 40 20 0 40 SCALE IN FEET PROFILE SCALE 1" = 40' HORZ. 1 " = 4' VERT. STATE HIGHWAY 40 R.O.W. VARIES (410 62.965 ACRES ' VOL 3926, PG. 85 f 11 3 E) 3-3-3-3-3-3 I f W_� -W-8 1 W-8 1 00 8 11+00 W-8 1 W-8 S- 10+00 - ----------- ..- ...--- _._.- .- . - --- L ff I 2 7.02 OCI S STA. 11+51.99 8" 11.25' M.J. BEND STA. 11+76.38 8" 11.25' M.J. BEND STA. 12+47.89 8" 22.5' M.J. BEND STA. 12+70.00 8" 22.5' M.J. BEND � j l Ar 49r, '3A- 5 -b S -5 STA. 12+85.00 8" M.J. TEE . STA. 12+90.00 FIRE HYDRANT ASSEMBLY & 8"X6" M.J. TEE INSTALL 8" M.J. GATE VALVE & PLU Lw 3 lollik O%b. Ulu P1 Pi PC RP PT PI PC RP PT 0+00 Length: 4+24.06 Length: Delta: 0+00 4+24.06 Length: ---------- 4+89.15 Length: Delta: ---------- 4+24.06 4+62.99 --------- Length: - 4+62.99 5+15.29 Delta: Radius: Length: Mid-Ord: Chord: Es: 6+14.01 Length: Delta: 5+15.29 6+08.71 Length: ---------- 6+08.71 6+19.32 Delta: Radius: Length: Mid-Ord: Chord: Es: PI 8+79.85 Length: Delta: 5+00 6+00 7+00 6+UU 0 y +uu lu-tuU PROFILE - 8" WATERLINE W-1 C) 6+19.32 NON-STRUCTURAL -0 X 0 0) o f-- ----------------------------------------- 0 Length: E.2 3575275.1417 -- ------------- C 4- 3 - a 65.09 Course: low L_ 00 90-00-00 0) BACKFILL PC 0 rl- ----------------------------------------- RP r- 0 (3) Tangent Data PT 9+23.37 10188358.2049 3575245.2103 Delta: 10187935.2052 3575275.1417 Radius: 424.06 Course: S 04-02-51 E Length: Mid-Ord: ----------------------------------------- Chord: Li- Z 3575340.0673 Es: 124.88 Course: N 82-57-21 E 2-59-48 --------------- ----------------------------------------- PI 11+51.99 Tangent Data Length: 10187935.2052 3575275.1417 Delta: 10187937.9530 3575313.9750 --------------- Uj Course: N 85-57-09 E ----------------------------------------- 9+23.37 Circular Curve Data 11+51.99 10187937.9530 3575313.9750 Length: 10188935.4589 3575243.3917 10187943.0072 3575366.0275 --------------- 02-59-48 Type: 0 PI 12+91.02 1000.00 DOC: 05-43-46 Length: 52.30 Tangent- 26.16 Delta: 0.34 External: 0.34 --------------- 52.30 Course: N 84-27-15 E 0.34 11+51.99 1-: Of - 0 C-4 -------------------------------------- -- Length: 10187955.1139 3575464.0029 --------------- 265.84 Course: N 83-33-49 E 0-36-28 PC 12+75.09 ----------------------------- ------------ RP Tangent Data PT 13+06.94 10187943.0072 LLJ > Delta: 10187954.4633 3575458.7383 Radius: 93.42 Course: N 82-57-21 E Length: ----------------------------------------- Mid-Ord: Circular Curve Data Chord: 10187954.4633 3575458.7383 Es: 10186962.0116 3575581.3742 LLJ 10187955.7085 3575469.2741 --------------- 00-36-28 Type: RIGHT PI 13+19.96 1000.00 DOC: 05-43-46 --------------- 10.61 Tangent- 5.30 0.01 Bdemal: 0.01 13+06. 10.61 Course: N 83-15-55 E 13+19.06 0.01 c5 LLJ 0 Length: O r LL_ LLj C� -0.50% EXISTING GROUND :) - 0 4' MIN. + OR 0 C'4 EXI GROUND 3 TING Ld BURY M > : 312 296 . C14 0 296 312 :< V) 11 Z Ld 33 30, 01 (11 00 0 0 L0 0 + an fir 4' MIN BURY 0 N F- U) i Li- UJ > LLJ 0 8" NATERLINE Z 0- • LLJ > _j U_ (PV PIPE) _e�D\ 304 0 .0 04 Lij -- 3-04 288 I 288 Z w 1 W -0.20% U.1 > Uj n C14 t Cq Z > 0) + 00 4 -0 0 Ld c N 8" WATERLINE r M Z W (PVC PIPE) I D I U) LL I­- I 00 0 0 4\ GO LL. V - ) + " 000 r- 0 C\j 04 0 i 0 + r '� to W 0 < 11 . 296 �- M _j I LL. < I­- fn I -A 1. 296 280 280 -0.20% Z 0 r. Z Z W _j 11- 288 288 272 w w 272 lo to Of F- CU lt LO w r : LLJ w w 't ' 6 > 00 t- �> r- v 00 Z 03 00 M C14 It Z 04 11 Z C 11 04 110 N 11 C 11 M I'l j t. w M _j L� w M _j LL. Z w _j LL_ Z L _j 1.1 NN Lt- U) w C13 < i.- to ( 6 r- M 0 t- U) 00 w w 0 0) Z L0 14 N N (0 C14 L0 C14 'q 04 N oo 00 00 0 + N + 04 0 + L0 04 r- C14 + C14 + F� 04 Lo _t C-4 >- ifl N CU 14- C5 Cd (6 4 CV C5 CO (6 1_' CO N C� EN 04 0 0 0 0 0 CA C14 CY) N CY) C N 00 N ()0 CN r- C 9. r, Cq 2 F 00 00 < N W 03 f Cn 00 00 En (n 00 in V) U_ 5+00 6+00 7+00 6+UU 0 y +uu lu-tuU PROFILE - 8" WATERLINE W-1 I I - t - uu /- J Tangent Data 10187955.7085 3575469.2741 10187980.0341 3575684.9050 217.00 Course: N 83-33-49 E ------------------------------- Circular Curve Data 10187980.0341 3575684.9050 10185992.6402 3575909.1052 10187987.9073 3575771.5945 02-29-38 Type: RIGHT 2000.00 DOC: 02-51-53 87.05 Tangent- 43.53 0.47 External: 0.47 87.05 Course: N 84-48-38 E 0.47 10188003.6261 3575999.6724 139.04 Course: N 74-38-27 E 11-25-00 ----------------------------------------- Tangent Data 10187987.9073 3575771.5945 10188003.6261 3575999.6724 228.62 Course: N 86-03-27 E ----------------------------------------- 10188040.4524 3576133.7427 28.96 Course N 70-04-44 E 4-33-43 ----------------------------------------- Tangent Data 10188003.6261 3575999.6724 10188036.2324 3576118.3791 123.10 Course: N 74-38-27 E ----------------------------------------- Circular Curve Data 10188036.2324 3576118.3791 10188421.9461 3576012.4315 10188045.8811 3576148.7220 04-33-43 Type: LEFT 400.00 DOC: 14-19-26 31.85 Tangent: 15.93 0.32 External: 0.32 31.84 Course: N 72-21-35 E 0.32 10188050.3192 3576160.9680 -------------- -------------------------- Tangent Data 10188045.8811 3576148.7220 10188050,3192 3576160.9680 13.03 Course: N 70-04-44 E WATERLINE PIPE MATERIAL PVC, DR-14 (AWWA C-900, CL. 200) DUCTILE IRON, CLASS 350 REFER TO WATERLINE DETAILS SHEET FOR DETAILS AND EMBEDMENT REQUIREMENTS NOTES: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON NOVEMBER 12, 2003. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. Z 3: 0 4 U) I < V) 0 0) M Mo Ld L;j Z Z 0 _j 3: 0 < < (n w 0 Of Li V) 0 0 LL_ Z 0 o 3: U) U) Ljj LLJ > LLI 0 w 6F) CK 5; 0 LL _ Lij (10 (f) K) 0 < MIS Z 0 L0 3575245.2103 424.06 4- S 04-02-51 E C) 6+19.32 -0 X 0 0) o f-- ----------------------------------------- 0 Length: E.2 3575275.1417 -- ------------- C 4- 3 - a 65.09 Course: = -I.- C) a V) CF) L_ 00 90-00-00 0) PC 0 rl- ----------------------------------------- RP r- 0 (3) CD W 0 Z U) W w Lo 0 + U. W Z Z 0 U) 06 IM Cn W w Z �<_ (D w W Uj _ j _j CL Z J 0 _j W co L SHEET 3 OF 9 Horizontal Alignment Station and Curve Report. Desc. 12 and r Waterline W-1 ------------------------ ------------------------------ Northing Easting Desc. Station Spiral/Curve Data Northing Easting 10187984.9142 3575728.1641 272.15 Course: N 86-03-27 E 2-29-38 10188358.2049 3575245.2103 424.06 Course: S 04-02-51 E 6+19.32 8+36.31 ----------------------------------------- Length: 10187935.2052 3575275.1417 -- ------------- 65.09 Course: N 85-57-09 E 90-00-00 PC 8+36.31 ----------------------------------------- RP Tangent Data PT 9+23.37 10188358.2049 3575245.2103 Delta: 10187935.2052 3575275.1417 Radius: 424.06 Course: S 04-02-51 E Length: Mid-Ord: ----------------------------------------- Chord: 10187939.7993 3575340.0673 Es: 124.88 Course: N 82-57-21 E 2-59-48 --------------- ----------------------------------------- PI 11+51.99 Tangent Data Length: 10187935.2052 3575275.1417 Delta: 10187937.9530 3575313.9750 --------------- 38.93 Course: N 85-57-09 E ----------------------------------------- 9+23.37 Circular Curve Data 11+51.99 10187937.9530 3575313.9750 Length: 10188935.4589 3575243.3917 10187943.0072 3575366.0275 --------------- 02-59-48 Type: LEFT PI 12+91.02 1000.00 DOC: 05-43-46 Length: 52.30 Tangent- 26.16 Delta: 0.34 External: 0.34 --------------- 52.30 Course: N 84-27-15 E 0.34 11+51.99 12+75.09 -------------------------------------- -- Length: 10187955.1139 3575464.0029 --------------- 265.84 Course: N 83-33-49 E 0-36-28 PC 12+75.09 ----------------------------- ------------ RP Tangent Data PT 13+06.94 10187943.0072 3575366.0275 Delta: 10187954.4633 3575458.7383 Radius: 93.42 Course: N 82-57-21 E Length: ----------------------------------------- Mid-Ord: Circular Curve Data Chord: 10187954.4633 3575458.7383 Es: 10186962.0116 3575581.3742 10187955.7085 3575469.2741 --------------- 00-36-28 Type: RIGHT PI 13+19.96 1000.00 DOC: 05-43-46 --------------- 10.61 Tangent- 5.30 0.01 Bdemal: 0.01 13+06. 10.61 Course: N 83-15-55 E 13+19.06 0.01 Length: 10187984.9142 3575728.1641 272.15 Course: N 86-03-27 E 2-29-38 Project: e099-Castlegate Bu'stness Center Horizontal Alignment PI Station Report. Alignment: - - eO99-sl Dese: SeAr Line S-1 - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - -9 - - - - - - - - - - - - - - - - - - - - PI Station Northing astln___ Distance - Direction ----------------------- ----------- - - - - -- - - -- - 0+02. 10190577.4185 3577008.5283 11 I 45"4 _51 S 41-46-48 W 11 1 4+53.99 10190240.8462 3576707.8100 11 1 450.0000 S 37-37-29 W I ' I 9+03.99 10189884.4346 3576433.0906 168.8905 S 17-40-10 E 10+72.88 1 89723.5117 3576484, : ------------ 0 ALE Y " TRACT 2C II 0 Z0 SCA IN FEET ,\ /11 �ND C 40 0 4 1 EXISTING OVERHEAD C A -f OMMERPTALIMIXED USE ELECTRICAL LINE 5.541 A C. 11 PROPOSED P POSED 20' P.U.E\ (TO BE CONVEYED '-- II /w (To CONVEYED BY SEPARATE INSTRUMENT) SEPARATE STRUMENT) W 0 ----SE ER LINE S 9+03.99 ► - a m Sta. maw Pro ed MH No. 1 Proposed MH No. 2 EXISTING i ANHOLE wk -S II 1 Aw ka 4+ - - - - - - - - - ---- - - 8. 0' q%v IMPA& a 1 5+00 - - - - - - - - - - - - - - - AN S-112----�S-12j S-12 +00 7 +00 - - - - - - - - - - - - - - - - - - - - - - - S- 1 S 1 ---- 8+00 zm1_2 - I S-12 -12 0 EXISTING 1115" km-� L Mw 1 1 S- 1 v L Iry TREE PROTECT/ SEWER LINE 12.0' L-OW-1 -ww I FENCIN SILT FENCE f II f 11 I 1 �� - TOPOGRAPHY SHOWN IS FROM ���� '�• I 1 ~�`- -- AERIAL *4 Z 0 N E FOR THE TOPOGRAPHY CITY OF COLLEGE PREPARED STATION IN 1994. THIS DOCUMENT IS RELEASED FOR THE 4 PURPOSE OF REVIEW i ONLY UNDER THE / i ti� ` AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON NOVEMBER 12, 2003. IT IS NOT TO BE USED FOR BIDDING SEWER LINE S-1 OR CONSTRUCTION PURPOSES. Sta. 10+72.88 Proposed MH No. 3 3 INN TREE PROTE FENCING/ /xI - "v C-i C/ 0 FLOODPLAIN LIMIT lv CONSERVATION Z019 1 PROFILE SCALE STRUCTURAL ON-STRUCTURA- 40' HORZ. BACKFILL BACKFILL 4' VERT. (FUTURE STREET) MH NO. 3 SEWER LINE PIPE MATERIAL STA. 10+72.88 PVC, SDR-2 (ASTM D-303 ) STD. 4' DIN. MANHOLE DUCTILE IRO CLASS 350 TOP OF MANHOLE 285.96 M N NO7 NOTES: STA. 94 03.99 STA. 4 53.99 1. REFER TO THE SANITARY SEWER 3TD. 4' DIA. MA HOLE ' STD. 4 TOP 0 MANHOLE r 83.44 DIA . MA HOLE DETAILS S EET FOR EMBEEMENT TOP OF MANHOLE 83.56 AND BACK ILL DETAILS. 2. EXISTING ROUND PROFILE SHOWN IS BASED ON FIFI-Q SURVEY )ATA, EXISTING MH EXISTING 280 STA. 0+02.64 GROUND STD. 4' DIA. DROP MA HOLE 280 MANHQLE-----..z77.15 EXISTING 6" GAS r UE?TFr AND LO ATION UNKNOWI`I) 272 272 ------------- -------- - ---------- -------- 125.2 LF OF 12s' 165.0 LF 0 12's PVC PIPE, ASTM 264 n-3034, S , ------- P-vr PIPF- STIVI QR--26 @ L ------ D-,30,34, SD 26 @ 0.35% 264 446.3 IF OF 1 ------- PVC PIPE, AST 0.40% --------- - -------- D-3034, SDR-2( 0.35% 0 447.6 LF OF 12" PVC PIPE, AST ft D.E @ MANHOLE DROP -3034, SDR-2 Cn 000 LO w u*) 1 00 0) 7 00 L 6 C14 00 co I 0) (0 1 1 1 U) 0) V Lo LO + (0 04 ZN + II 4 0 o N Z C14 0) C5 -J Z Z) + Cq :2 + -It C5 11 00 (0 co 0 OR 0 0 0 U-i LO LO U) (D to 0 Z 0 -2- N F- to to co (D LO -J -J co 04 C 0 Z -1 0 0) n -:� te) co co co 04 (A 2 LL- 1 04 04 N (f) LL- LL- LN to ED 04 N F-- LL- V) a r- cNi (0 (o U) 0 C! 04 0i C4 04 re) (.0 to (.0 (0 (1) 2 LL- LL- N 04 C ED (o C14 C14 cNi co C11 C-4 12- ' to C11 04 04 : Lo V) n N N -- 5+00 6 +00 7 +00 11 8+00 9+00 10+00 11+00 12+( 0+00 1+00 2+00 3+00 4+00 -1 STA. 0+00 TO 12+00 PROFILE SANITARY SEWER LINE S 1 Z 0 X 0 lei 0) 0 M M r - ) W Z 0 < < w 0 a� Ld V) 0 r) LL- Z 0 Cf) W W 0 LA 0 w > 0 Li- bi n" C' I in 0 it SHEET U) Z 0 W (9 w 0 V) L LO d �� 0 00 CN 0 W 0 0 Z -+- -0 X C) 4) W C 0 it L) 0 (/) U. + d '1" 0 E . U) 06 � U a� co �� r cp Z O U P SHEET U) Z 0 W (9 w 0 O O CN W 0 Z W W C:) 0 .J C) (/) U. + d CJ) w 0 Z U) 06 W Z W Z w F- rvoo U) LA- w < w (0 SHEET U) Z 0 W (9 w 0 TP sdo S THIS DOCUMENT Is RELEASED FOR THE ip OA s 4o S 40 PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH EXISTING OVERHEAD S do \\ Project: e099-Castleate Business Center g Horizontal Alignment PI Station Report. ELECTRICAL LINES 1 0 P. SCHULTZ P.E., LICENSE NO. 65889, Alignment: e099-s1 Desc: 12" and 8" sewer line to schoolro��� TP ON NOVEMBER 12, - - - - - - - - - - - - -- - - - - - - - - -- - - P1 Station Northing ----------------------------------------------------------- - - - - - - - - - Easting Distance Direction S 40 A- . - 2003. IT IS NOT TO BID BE USED FOR DING So OR CONSTRUCTION 4Q, 20 0 40 10+72.88 10189723.5117 3576484,3530 421.8047 S 03-20-31 W S 61 40 4 . . . . . . . . . . . 1 000 woo PURPOSES. 3: 1---S� 14+94.68 189302.4242 3576459.7649 20' P.U.E. woo LE IN FEET LE 328.1968 S 06-16-04 W VOL. 5282, PG. 202 TP 18+22.88 101 976.1893 3576423.9337 335.2055 S 43-17-43 E + 1000 two 0 U) a_ 0 21+58.08 1018 32.2168 3576653.8035 Soo SEWER LINE S-1 U) 0 D 0) Sta. 21+58.08 5 . : 0) Pro os H No. 6 6 M co woo UJ 0 2 - ___ SEWER LINE S-1 < < 12Z,06- - 12 STA 21+63 TATS HIGHWAY 40 0 M1 CK Ld LL-11 11 1 S-12 4* AM % 44W S BEGIN Nr� ENCASEME T R. W. VARI (41 62.965 ACRES S- 0 VOL 3926, PG. 85 Sta. 14+94.68 - 12 4-r .0 4 Proposed MH No. 4 S- 12 20' P.U.E. (TO BE CONVEYED BY Z 0 Q THE PROTECTION FENCING 0 SEPARATE INSTRUMENT) / �1ti �,,, ,� ` SH R.O.W. 40 IN �7 Fr 0 U) Ld L-J �9: Ld > Ld S-'12 0 0- ry Sta. 18+22.88 W 0 11 S - 1 2 Proposed MH No. 5 LJJ D 8.0' S-12 \FLOODPLAIN co S i -- LIMITS �--- 0 I 12.0 -�4 ik E < 00 00 00 E TZ �® " �� '��� �� `. I NOTE: TOPO RA *.* HY SH I IS OM 4e L Ik f M 4e AERIAL J OGRA PREPARED FOR T E ITY OF LLEGE STATIO IN 1994. LO Al 00 00 0 PROFILE SCALE " W 1 = 40' HORZ. 1" = 4' VERT. NON-STRUCTURAL TXDOT STRUCTURAL a X BACKFILL BACKFILL 0 f 0 x E- 0 MH NO 4 STA. MH NO. 5 18+22.88 SH 40 GAS R.O.W. 0 V) cy) &- 00 r.0 EXISTING 6" STA. 14+94 68 STD. 4' DI k MANHOLE 55 285.011 PIPELINE (EXACT DEPTH I,- CF),--, FOP OF MANH ST 4 MANN oLE AND LOCATION UNKNOWN) r-, 0 0 - ) 0 TOP OF MANHOLE 284,68 MH No. 5 EXISTING 24" WATERLINE - - - --- - - - - - --- - - - - - STA. 21+58.03 (EXACT DEPTH UNKNOWN) AND LOCA11ON STD. 4' DIA. MANHOL- - OP EXISTING GROUND OF MANtl 290 SEWER LINE PI F E MATERIAL PVC, SDR-26, ASTM D-3034) 0 280 DUCTILE IRON, LASS 350 280 + NOTES: FURNISH AND INSTALL (OPEN CUT) 1. REFER TO THE SANITARY SEWER 237 LF, 20"0 STEEL - PIPE W DETAILS SHEET FOR EMBEDMENT CONFORMING TO AS TIV A134, 0 111 AND BACKFILL DETAILS. MILD CARBON STEEL OR A139 GRADE A Z U) 2. EXISTING GROUND PROFILE SHOWN IS 1(3/8" WALL THICKNESS MINIMUM) W BASED 0 LD SURVEY DATA. CD W C) + U) LL C\J U) v"""' W Z 272 272 0 Z 0 ------------ CL F- - 1 ------------ 240.1 LF OF 12" U) M (n ------------ 331.4 LF CF PIPE, 12 DUCTILE IRON P CLASS 350 @ 040% PE, W W Z I 324-f LF OF 12" lave D-3034, SDFI,-i6 'STM @ U) W 292.9 LF OF 12" PVC D -30 PIPE, ASTM 4, SDR-26 @ 0,35% NOTE., PIPE WITHIN THE ENCASEMENT PIPE SHALL W W PV C PIPE, D-3034, ASTM DR -26 @ 0.35% HAVE LOCKING GASKET - -ONNECTIONS S IT CL Z 0 264 0.35% CAN BE REMOVED BY PULLING �j THE ENTRE 264 P IPE. -Eft -eF-PfPE I I- T EF L F TI 1E EpieASENENT C/) W < W 0 L0 0 Z c; Z 4:5 Z 3: LU F- U) 1 Z 00 Zo (o (0 00 00 0) 1*, 0) 00 0 L0 (� u-) 0 Ld CF) Lq r ,� N (N 00 Co (D 0 6 C 6 U') 0) 0 (D 0 . n (0 < 0 + II N + 0c) + SHEET cfl 0) -0 V) C14 0 ! 0) q Ci 1 � C14 IR 0 00 to 0 K) C*4 00 LO to t� 9 (0 (0 (0 (D co r- (0 < F -J -1 n (0 co (0 00 ED 00 to 00 (o 00 F (D 1 06 (0 of CD of (D of (D of (o 0) CD --:� F- J < {- O W r- r- C; C; C14 C14 04 N N N V) I Li- 04 C14 N C14 N 04 cli U) Ll- LL. C14 C14 C*4 C14 C14 C14 c U) LL- LL- (1)00 C14 C14 C14 N N 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 PROFILE - SA1 1 " A RY SEWER L INE S-1 STA. 12+00 TO 24+00 OF 9 S Sd� v N n v N O � LI S -2 j d`3 cd` / sdo Proposed �II /•� llr•/r! � 0. ; - C N o O Q CO = co ( L 0 c co LO ttl o0) Qs� CO 0 Sta. 28 +94.28 Proposed MH No. 8 -� 30 +00 - - - - - - 8 -S 8 S - -,--- 8 -S S 1 gr 1 x - , S 000 _ 28 l S 1 woo e' 1 +�- _600 PROPO 20 1 / E. (TO BE NVEYED Y PLAT) T) Z d W cu CASTLEGATE BUSINESS CENTER - LOT Sta. 33 +57.85 3.62 acres Proposed MH No. 10 10 SEWER LINE S -1 33 +00 _ +00 3 S 0 8 _S 8 E E E E E E E 9 St . 31+62.00 PRO SSED P.U.E. o IDTH VARIES) SH 40 TO BE CONVEY D B fij R -O -W LINE 1 a NO im Wall Project: e099- Castlegate Business Center THIS DOCUMENT IS Horizontal Alignment PI Station Report RELEASED FOR THE Alignment: e099sl Desc: Sewer Line S -1 PURPOSE OF REVIEW OT 2 ----------------------------------------------------------- PI Station -- - - - - -- Northing - - - - -- Easting - - - - -- Distance - -- Direction - - - - -- ONLY UNDER THE > 7.02 acres AUTHORITY OF JOSEPH � 25 +79.15 10188345.7581 3576820.9747 P. SCHULTZ P.E., t 35 09.11 315.1309 S 58 -26 -53 W LICENSE NO. 65889, P p o s ® / r d MH No. NOVEMBER 12, 1 28 +94.28 10188180.8588 3576552.4309 O ON N N IT I S NOT TO 267.7231 S 71 -39 -36 W ® 11 _ 35 +b0 � 35 i 09. 1� 31+62 10188096.6183 3576298.3066 195.8411 S 65 -47 -55 W 33 +57.85 10188016.3339 3576119.6780 151.2666 S 77 -43 -22 W 35 +09.11 10187984.1686 3575971.8707 BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. Ju +uu z 1)L1 PROFILE - SANITARY SEWER LINE S -1, STA. 24 +00 TO 35 +09.11 M ` '` 0 � 0 C_ U o M 0 1 "= 40'HORZ U V7) u7 z U U) W 8 M J O U) M NO. 11 i 1" = 4' VERT. n mrn Q0�- � TXD STRUCTURAL 0 W U) m U) 1 e Z m UCTURAL KFILL (9 1 STA. 35+09.11 J 0 W W m O 1 U J U) � Z Z 0 W MA NHOLE 3: MH NO. 7 BACK ILL ♦ V0 � _ ' WATERLINE \ Q Q W W U_ TOP OF MANHOLE 293.50 1 v FLOODPLAIN v � LIMIT / 1 40 20 0 } r SCALE IN I 40 SEWER LINE PIPE MATERIAL PVC, SDR -26, (ASTM D -3034) DUCTILE IRON, CLASS 350 NOTES: 1. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. 2. EXISTING GROUND PROFILE SHOWN IS BASED ON AERIAL PHOTOGRAPHY CONTOUR MAPS. 3. TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 1994. NOTE: ENCASEMENT SHALL BE A MINIMUM OF 3/8 INCH STEEL CYLINDER PIPE, ENDS SHALL BE SEALED TO PREVENT THE INTRUSION OF GROUNDWATER AND HAVE CASCADE CARRIERS THAT WILL ALLOW THE REMOVAL OF THE CARRIER PIPE FROM THE ENCASEMENT PIPE IN A SINGLE DIRECTION BY MEANS OF TENSION ON THE CARRIER PIPE ONLY. PROFILE SCALE Zvi +UU ZIJ +UU Ju +uu J i +uv 1)L1 PROFILE - SANITARY SEWER LINE S -1, STA. 24 +00 TO 35 +09.11 0 � C_ o (D � M 0 1 "= 40'HORZ U t t" - - E 0 - z U U) W J O U) M NO. 11 N 1" = 4' VERT. n mrn ^� L.L � TXD STRUCTURAL T W U) m U) Z NON -ST BA UCTURAL KFILL (9 1 STA. 35+09.11 J 0 W W 0 Z U J U) � U S W MA NHOLE 3: MH NO. 7 BACK ILL ♦ V0 STD. 4'D A. MANH TOP OF MANHOLE 293.50 TOP F MANHOLE - 292.80 STD. 4' DIA. MANHOLE STA. 28 +94 28 STA. 1 +62.00 TOP OF MANHOLE - 291.81 STD. 4' DIA. MANHOLE STD. 4' DIA. MANHOLE TOP OF MANHOLE - 29108 TOP OF MANHOLE 290.95 Ile 288 \ , \ / 288 NO IL: PIPE WIT IN THE ENCASEMENT PIPE SHALL HAVE LOCKING GASKET GONNECTIONS SO IT CAN BE REMOVED BY PULLING THE ENTIRE SECTION OF PIPE OUT OF THE ENCASEMEN 280 280 PIPE. FURNISH i UT) ND INSTALL (OPEN 156.3 LF, 2) STEEL ENCASE ENT PIPE CONFORM I G TO ASTM A134, MILD CARE ON STEEL OR A139 GRADE A (318" WALL THICKNESS MINIM M) 147.4 1911 LF OF 8" PVC PIPE, A D -3034, SDR TM 6 @ PV PIPE, ASTM 0.50% 264.1 LF OF p -3 4, SDR -26 @ PVC PIPE, AST 0.50% 272 " D -3034, SDR -2 @ 272 DUCTILE IRON PIPE, 177.3 L OF 12" CLASS 350 @ 0.50% DUCTILE RON PIPE, CLASS 35D @ 0.40% 268 U 0 z Z Z Z z _ Lq _ W Lo 04 N I �0 I 00000 I L0 0 0 I TO W ` Z d MIS C iLn0 ICON ajc0 � ��N J 0�r7 O�L0 Ln�CO Or �U � (I N 00 C -4 -� M� N MAN t[)� r t- r N W .- N= II N CA .d.. 0 d 0 d N� d Z O- M 00 0) M N 00 d M r Op O Z O_ 0 N (00 O z O_ O d LO Co O CA O O N d Q co Q O Z . N d CV co N rn N r i- JJ 1- JJ r- u7 0 Q i - JJ O O 0 Q E- J (n W (n Li Li 00 N (n N L.- Li N N N N N {n N Li.. Li N �J N N (n LL Li N N N to LL_ N N N N .. N N N N 24 +00 25 +00 26 +00 27 +00 Zvi +UU ZIJ +UU Ju +uu J i +uv 1)L1 PROFILE - SANITARY SEWER LINE S -1, STA. 24 +00 TO 35 +09.11 JJ J9- +UU %bTiZ6PJ Z O F_ o_ (n cV) w z o> O W � W o W � o U) O w I F_ N o ! rJ 1e� V) 0 O LO 000 r U 0 � C_ o (D � M 0 `- U t t" - - E 0 - z U U) W J O U) O N C n mrn ^� L.L � U) _O F F_ W U) SHEET OF 9 8TA 25 +56 END ENCASEMENT FLOO�PLAIN LIMIT u SILT FENCE - SEWER LINE -1 r r O + M E 0 � z U U) W J O U) O N Z ^� L.L � U) _O F F_ W U) m U) Z T- k- (9 J 0 W W 0 Z U J U) � U W 3: ♦ V0 SHEET OF 9 8TA 25 +56 END ENCASEMENT FLOO�PLAIN LIMIT u SILT FENCE - SEWER LINE -1 i svo W U3 U3 svo - . Svq EXISTI G OVER JAD t' V ELECT CZ LRI 0 LY- n (,n Z_ Ld LLA CD I S-1 5 0 1 CA IN 1W 20 __ I �. i " J Will " 0 'x N " C SILT +1 7 E� 1 ENCAS T FENCE ' � f S � 0 7) .43 Sta. +01 Pro Sta. MH No. 12 C PROFILE SCALE O 10 G SE ER LINE S-2 C - ���b - : 51 1 S / a . 8+32. 3 P oposed H No. 14 PROPO 20 U.E. 0� BE NV ED BY __, E I TRUMEN 1® i 7Sta5+86.55 co Proposed MH NC�13 13 C� 0 E 20 0 40 SCALE IN FEET Z/ Project: e099-Castlegate Business Center Horizontal Alignment PI Station Report. Alignment: eO99-s2 Desc: Sewer Line S-2 - --------------------------------------------------------- PI Station Northing Easting Distance Direction ----------------------------------------------------------- 0+00 10188345.7581 3576820.9747 201.4339 S 30-39-09 E 2+01.43 10188172.4693 3576923.6715 385.1112 S 48-39-27 E 5+86.55 10187918.0805 3577212.8029 245.4853 N 58-08-45 E 8+32.03 10188047.6375 3577421.3167 SEWER LINE PIPE MATERIAL PVC, SDR-26, (ASTM D-3034) DUCTILE IRON, CLASS 350 NOTES: 1. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. 2. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 3. TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 1994. NOTE: ENCASEMENT SHALL BE A MINIMUM OF 3/8 INCH STEEL CYLINDER PIPE, ENDS SHALL BE SEALED TO PREVENT THE INTRUSION OF GROUNDWATER AND HAVE CASCADE CARRIERS THAT WILL ALLOW THE REMOVAL OF THE CARRIER PIPE FROM THE ENCASEMENT PIPE IN A SINGLE DIRECTION BY MEANS OF TENSION ON THE CARRIER PIPE ONLY. 1" = 40' HORZ, INSTALL (BORE) L0 00 55 LF, 16"0 STEEL ENCASEME_NT PIPE CONFORMING TO ASTM A134, MILD GARBG (3/8 WALL STEEL 9R A13A THICKNESS MINI TXDOT 121 LF OF 8" TXDOT 120.0 LF OF 8" = 4' VERT. U NON-STRUCTURAL E SFRUCTURAL ------------- ------------ NON-STRUCTURAL STRUCTURAL PNIC .7 PIPE, ASTM BACKFILL DUC`ILE IRON PIPE, r% AAW BACKFILL BACKFI-L Cy) BACKFILL o 0) 261.4 LF OF 8" DUCTILE IRON PIPE, D-3034, SDR-26 0 0.40% GtAS 3 MH N0. 14 PVC PIPE, AS CLN.;S 350 0 0.40% MH NO. 13 S 8+32.03 D-3034, SDR-2 0 STA. 5+86.55 STD. 4' DI k. MANHOLE OF 8 STD 4' E IA. MANHOLE 0.40% NOTE: FOP OF MANHOLE 299.57 111) I NOTE: TOP OF MANHOLE 299.35 197.9 LF PIPE, SDR PVC PIPE & E DUCTILE IRON PIPE Y A BEL TO BEL W 0 SDR PVC PIPE & DUCTILE IRON PIPET LLJ C 0 C14 DUCTILE 1 RON BE CONNECTED 1 1 7- RF Q NNECTED R A REI I RF1 1 1:7- 77 I- M NO. 12 CGUPHNG - - STA. 2+01.43 O MH NO. 7 STD. 4' DIA. MANHOLE COUPLING C-4 C � 296 STA. 0-1-00 pA F_ TOP OF MANHOLE 293.08 0 Z LIJ F_ Z 296 c A TOP OF MANHOLE UN - 291.81 Z F C'4 D 11 Lo 0 (0 :2 UJ (0 :2 Z W n 0 Ld _ 0 2 LIJ 1< 0:2 0 bi Lo L0 04 U� C'4 0 Ld o l _J 0(f) 2 Ld 0 Ld 7:5 r o 0) Lq .e_ Lq 1 C(f) < 01 LLJ W 0 (6 C� 14-0 F_ C� 00 6 W V) r, (0 00 00 0 (:; W (:� V) 00 r- + n LJ_ -4 + 0 W + + F_ C14 to -q- Z LLJ UJ - 0 + Z ') F_ Cq + W + Z C' 1 F_ 0 0 C 11 Z:z V) C 0) UJ LO N =) 11 0 :�= - n Ln Z Z L0 n u + 0 00 r- 0 r- N 00 't 00 d 0 00 < F- 0 W Cq F- Z NOTE: c6 t6 (6 < (D < bi 0 r l-- r) < Z I- _J r 1-. r F- < Ld F_ W 0i '� O F- 0 7- F-- PIPE WITHIN THE ENCAS MENT PIPE SHALL _J N 2 :2 U_ � 00 IN (P, M N (n UJ N V) _J _J Li- U_ N Cq LN N N U) M U) M N N) Ld U) HAVE LOCKING GASKET �ONNECTIONS SO IT M U) M N (NU) W U) LL_ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 PROFILE - SANITARY SEWER LINE S-2, STA. 0+00 TO 8+32.03 EXISTING 6" GAS CAN BE REMOVED BY P1JLLING THE ENTIRE PIPELINE (EXACT DEPTH SECTION OF PIPE OUT THE ENCASEMENT 288 AND LUTION UNKNOWN[ PIPE i T I 288 FURNISH AND INSTALL (OPEN CUT) 75 LF, 16"0 STEEL ENCASEMENT PIPE CON ORMING Tn ASIM A134, MILD CARBON STEEL OR A139 GRADE (3/8" WALL THICKNESS MINIMUM) 280 FURNISH AN INSTALL (BORE) L0 00 55 LF, 16"0 STEEL ENCASEME_NT PIPE CONFORMING TO ASTM A134, MILD GARBG (3/8 WALL STEEL 9R A13A THICKNESS MINI GRADE A UM) FURNISH AND INSTALL (OPEN CUT) 80 LF, 16"0 STEEL ENCASEMENT PIPE CONFORMING TO ASTM A134, MILD CARBON SIEEL OR A139 GRADE A I'm THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON NOVEMBER 12, 2003. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. Z 0 U) r 0 mo < 0 0 M Ld m o m ED 0 < < U) V) 0 r li Z 0 C-) V) V) w Li > LL1 0 0 LL_ o U) W MER. LL' N 1111 Z 0 L0 00 ------------ 0 C) rn 121 LF OF 8" 120.0 LF OF 8" 0 U E ------------- ------------ � V) CF) PNIC .7 PIPE, ASTM DUC`ILE IRON PIPE, r% AAW Cy) o 0) 261.4 LF OF 8" DUCTILE IRON PIPE, D-3034, SDR-26 0 0.40% GtAS 3 PVC PIPE, AS CLN.;S 350 0 0.40% D-3034, SDR-2 0 OF 8 0.40% NOTE: 111) I NOTE: 197.9 LF PIPE, SDR PVC PIPE & E DUCTILE IRON PIPE Y A BEL TO BEL W 0 SDR PVC PIPE & DUCTILE IRON PIPET LLJ C 0 C14 DUCTILE 1 RON BE CONNECTED 1 1 7- RF Q NNECTED R A REI I RF1 1 1:7- 77 I- a c) 7 % CGUPHNG - - O = COUPLING C-4 C � F- Z LIJ F_ 0 Z LIJ F_ Z 0 Cy _ Z W Z F C'4 D 11 Lo 0 (0 :2 UJ (0 :2 Z W n 0 Ld _ 0 2 LIJ 1< 0:2 0 bi Lo L0 04 U� C'4 0 Ld o l _J 0(f) 2 Ld 0 Ld 7:5 r o 0) Lq .e_ Lq 1 C(f) < 01 LLJ W 0 (6 C� 14-0 F_ C� 00 6 W V) r, (0 00 00 0 (:; W (:� V) 00 r- + n LJ_ -4 + 0 W + + F_ C14 to -q- Z LLJ UJ - 0 + Z ') F_ Cq + W + Z C' 1 F_ 0 0 C 11 Z:z V) C 0) UJ LO N =) 11 0 :�= - n Ln Z Z L0 n u + 0 00 r- 0 r- N 00 't 00 d 0 00 < F- 0 W Cq F- Z c6 t6 (6 < (D < bi 0 r l-- r) < Z I- _J r 1-. r F- < Ld F_ W 0i '� O F- 0 7- F-- _J V) _J N 2 :2 U_ � 00 IN (P, M N (n UJ N V) _J _J Li- U_ N Cq LN N N U) M U) M N N) Ld U) LL_ LL_ N N NU) M U) M N (NU) W U) LL_ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 PROFILE - SANITARY SEWER LINE S-2, STA. 0+00 TO 8+32.03 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON NOVEMBER 12, 2003. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. Z 0 U) r 0 mo < 0 0 M Ld m o m ED 0 < < U) V) 0 r li Z 0 C-) V) V) w Li > LL1 0 0 LL_ o U) W MER. LL' N 1111 Z 0 L0 00 0 C) rn - 4 - X F- 0 0 U E O � V) CF) Cy) o 0) CY) 9 N CY) 00 0 0 va W ~ I g o' 1 0 W 0 F- U. + W 0 0 0� 0 � Q Q Q 00 06 W Lo U) W Z W to W W _J _J 0. Z 0 0 LL W W U) SHEET 7 OF 9 STA 8+10 D ENCASEMENT ARRI STA 5+55 Q D ENCASEMENT STA +80 rr_ 1 f7t\l('A PKAPKIT N ROAD / � 80' 05-4e 'CASING C 5 :?7 ( )v ST 7 30 BE SEEMINT M.J. FIRE HYDRANT -i DETAIL 1 -B CENTERLINE OF STREET PAVED STREET vaRlEs C CURB AND WATER LINE SIDEWALK- SCHEDULE SIZE (IN.) A DIM(IN.) B DIM(IN.) NOTE: FIRE HYDRANTS WITH M.J. AND 6x6 6.0 10.50 63 A.C. PIPE SHOES ARE FURNISHED 6.0 11.50 83 VALVE BOX. (CLOW NATIONAL WITH STRAPPING LUGS 13.50 104 12X6 F -2450, OR EQUAL, WITH NO. 6 RU (TONS) 2.5 5.7 12.7 1126 RU (TONS) 3.6 8.0 18.0 OLUM (C.Y.) 1.8 4.0 9.0 BASE AND COVER NO. F -2490, OLUM (C.Y.) 2.3 5.2 11.8 RU (TONS) 5.0 11.3 25.5 OLUM (C.Y.) 2.5 5.7 12.7 (IN); 468 10 T12 16,118 OR EQUAL) 5.1 11.3 25.5 1.5 1.5 2.0 2.5 3.5 5.5 Ak 2.0 2.5 4.0 0.2 A.3 0.9 GROUND LEVEL EARTH ROCK 24" SQ. X 4" THK. CONC. #4 BAR OLUM C.Y. 0.4 1.0 2.4 15 MIN. R TOP OF FT. 2.0 2.5 4.0 OLUM C.Y. 0.2 0.5 1.0 FT. 2.0 3.5 4.5 Fr. 2.0 2.5 4.5 SLAB (TYP.) FT. 1.5 2.0 3.0 FT. 1.5 2.5 3.5 OLUM C.Y. 0.1 0.3 0.6 18' CURB FT. 1.5 .5 3.5 OLUM C.Y. 0.1 0.3 0.6 FT, 1.0 1.5 2.0 FT. 1.0 1.5 2.5 r� FT. 1.0 1.5 2.0 Fr. 1.5 1.5 2.5 3 " MIN. Fr. 1.0 1.0 1.5 FT. 1.0 1.5 2.0 VOLUME C.Y. 0.1 0.1 0.2 15 MIN PLAN OF PLUG THRUST BLOCK REINFORCED BARS 5" MAX Bc 2' MIN. #4 AT 12" FOR 12" 1' -0= VARIABLE PIPE & LARGER 18" VALVE BOX �_ !- ( ( 6"X13" WfikWF M.J. ANCHOR COUPLING M.J. FIRE HYDRANT 3" MIN. 6" M.J. GATE VALVE " MAX. 6" M.J. GATE VALVE DETAIL 1 -I) o W/ VALVE BOX 6" M.J. 90' 7 CU. FT. CRUSHED 6" M.J. ANCHOR COUPUNG 7 CU. FT. CRUSHED OR CLEAN ANCHORING BEND 6 "X13" M.J. ANCHOR ROCK OR CLEAN (VARIABLE LENGTH) GRAVE (SEE DETAIL 1 -G) COUPLING (SEE DETAIL 1) GRAVEL SEE DETAIL 1 M.J. TEE WITH 6" BRANCH • CONCRETE BLOCKING ' CONCRETE BLOCKING •• ' (2000 PSI) (2000 PSI) ' -:� •`•:• • e �4 . ` ` - `: ° `. (DO NOT PLUG WEEP (DO NOT PLUG WEEP �: '� � ;::•' HOLES WITH CONCRETE) M.J. GATE VALVE M.J. TEE W/ HOLES WITH CONCRETE) o r - -: W/ VALVE BOX 6" BRANCH :•. "• �•{ :•::s �'{ • + :W�= :+:• ` .y`Y * r:_, - . (SEE DETAIL 1 -F) !�1 .�.• •. '- �! .. •. • • • °. ` ^yam ' ^ . fi . S ..r j = °� 4 ? '� SET HYDRANT ON • . • �•' +.. ~` ?" 4" THICK CONCRETE FIRE HYDRANT LEADS '~ 4" THICK CONCRETE 0 0 n = ` ;, 4t'a ' :' "'� BLOCK OR BRICK LONGER THAN 18 FEET BLOCK •ON '? < (2000 PSI)(DO NOT WILL BE CONSIDERED AS o r SET HYDRANT PLUG WEEP HOLES PL MAIN LINES &ANY CITY OF COLLEGE STATION 6" M.J. 90' ANCHORING BEND 4" THICK CONCRETE 4" THICK CONCRETE_j WITH CONCRETE) APPROVED PIPE MAY DETAIL 1 -G) BLOCK OR BRICK BLOCK OR BRICK BE USED. D ETA I L 1- A (2000 PSI)(DO NOT PLUG WEEP (2000 PSI) DETAIL I L 1- C DETAIL 1- B CONCRETE) TYPICAL FIRE HYDRANT M.J. FIRE HYDRANT -i DETAIL 1 -B CENTERLINE OF STREET PAVED STREET vaRlEs C CURB AND WATER LINE SIDEWALK- SCHEDULE SIZE (IN.) A DIM(IN.) B DIM(IN.) W. (LBS) 6x6 6.0 10.50 63 8X6 6.0 11.50 83 10X6 5.0 13.50 104 12X6 1 5.0 114.50 RU (TONS) 2.5 5.7 12.7 1126 DETAIL: 1 -H M.J. ANCHORING TEE R.O.W. LINE SIDEWALK ADJACENT TO CURB L 6"X13" M.J. ANCHORING CENTERLINE OF STREET COUPLING (SEE DETAIL 1 -1) 7 TYPE 2 PAVED STREET VARII: STANDARD M.J. TEE 2' - 6' MIN. 6" M.J. ANCHORING COUPLING CURB AND GUTTER--- 7' -6' Max (VARIABLE LENGTH) (SEE DETAIL 1 - M.J. FIRE HYDRANT + WATER LINE I--*-- SIDEWALK----' 4'�'6' -6" �6 " M.J. GATE VALVE R.O.W. LINE & BOX 6"X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) TYPE 3 SIDEWALK V -6" OFF R.O.W. DETAIL 1 -E DETAIL 1 -J FIRE HYDRANT FIRE HYDRANT LAYOUTS ASSEMBLIES PLAN -TYPE 3 PLAN -TYPE 2 PLAN -TYPE 2 PLAN -TYPE 5 PLAN -TYPE 6 PLAN -TYPE 4 Y. .;mac.•: PLAN -TYPE 7 PLAN -TYPE 8 ' DETAIL: 5 -A LOCATION OF THRUST BLOCKS (SHOWN FOR REFERENCE ONLY) ELEVATION VERTICAL BEND SCHEDULE A 11.25° 1 22.50° 30' A = .2 45' I•D. (IN.) 4 6 8 10 12 1618 U A = 22.50' I D (IN.) 4 6 8 10 12 1618 A = 45* I (IN.) 4 6 8 10 12 1618 A = 90' G (FT.) 2.7 4.0 6.0 I.D (IN.) 468 10.12 16,18 RU (TONS) 1.0 2.2 5.0 OLUM (C.Y.) J�F 0.5 1.1 2.5 2.0 4.3 9.7 OLUM (C.Y.) 1.0 2.2 4.9 RU (TONS) 2.5 5.7 12.7 OLUM (C.Y.) 1.3 2.8 6.4 RU (TONS) 3.6 8.0 18.0 OLUM (C.Y.) 1.8 4.0 9.0 RU (TONS) 4.6 10.5 23.5 OLUM (C.Y.) 2.3 5.2 11.8 RU (TONS) 5.0 11.3 25.5 OLUM (C.Y.) 2.5 5.7 12.7 (IN); 468 10 T12 16,118 4 10.12 16,18 5.1 11.3 25.5 1.5 1.5 2.0 2.5 3.5 5.5 0.3 0.6 1.6 2.0 2.5 4.0 0.2 A.3 0.9 HORIZONTAL BEND SCHEDULE TYPICAL VERTICAL THRUST BLOCK (SEE VERTICAL BEND SCHEDULE) I.D. (IN.) 4'6 8 10 12 1618 MECHANICAL JOINTS I.D. ' (IN.) 4 6 8 10 12 1618 WITH SET SCREW A = .2 RETAINER GLANDS I•D. (IN.) 4 6 8 10 12 1618 U A = 22.50' I D (IN.) 4 6 8 10 12 1618 A = 45* I (IN.) 4 6 8 10 12 1618 A = 90' G (FT.) 2.7 4.0 6.0 RU (TONS) 7.1 16.0 36.0 9.0 EARTH ROCK G (FT.) 1.5 22 3.2 RU (TONS) 3.9 8.7 19.5 '- DIMENSION VARIES 1' -1" (13') TO 6" VALVE EARTH m ROCK J G (FT.) 0.8 1.1 1.6 RU (TONS) 2.0 4.4 9.9 � EARTH ROCK T (IN.) 0.4 0.5 0.6 11.25'22.50 FT. 1.5 1.5 1.5 FT. 1.5 1.5 15 E FT.) 0.9 1.2 1.6 G (FT.) 0.4 0.6 0.8 RU (TONS) 1.0 2.2 5.0 EARTH ROCK FT. 5.0 6.5 9.0 FT. 1.5 2.5 4.0 OLUM C.Y. 0.4 1.0 2.4 FT. 2.0 3.5 4.5 FT. 2.0 2.5 4.0 OLUM C.Y. 0.2 0.5 1.0 FT. 2.0 3.5 4.5 Fr. 2.0 2.5 4.5 OLUM C.Y. 0.2 0.5 1.2 FT. 1.5 2.0 3.0 FT. 1.5 2.5 3.5 OLUM C.Y. 0.1 0.3 0.6 Fl 1.5 2.0 3.0 FT. 1.5 .5 3.5 OLUM C.Y. 0.1 0.3 0.6 FT, 1.0 1.5 2.0 FT. 1.0 1.5 2.5 OLUM C.Y. 0.1 0.1 0.3 FT. 1.0 1.5 2.0 Fr. 1.5 1.5 2.5 OLUM C.Y. 0.1 0.1 0.3 Fr. 1.0 1.0 1.5 FT. 1.0 1.5 2.0 VOLUME C.Y. 0.1 0.1 0.2 It NORMAL 4' BURY OR AS SHOWN ON PLANS STD. GATE VALVE • :: ;� MECHANICAL JOINTS A DIM(IN.) WITH SET SCREW ~ Z RETAINER GLANDS 6.0 U U) W SET F.H. ON UNDISTURBED GATE VALVE & BOX M.J. ON WA EARTH IF POSSIBLE. IF W MAIN NOT, SUPPORT TO UNDIS- 9.0 TURBED EARTH. 16X6 M.J. ANCHOR COUPLING U) '- DIMENSION VARIES 1' -1" (13') TO 6" VALVE Z MATERIALS FOR EMBEDMENT - KEY QA SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION. COMPACTION OF THE MATERIAL SHALL BE T AT LEAST 90' /. OF THE MAX. DRY DENSITY AS DETERMINED BY ASTM D -698 AT A MOISTURE CONTENT OF -2 BELOW TO +6% ABOVE THE OPTIMUM MOISTURE CONTENT OF THE MATERIAL• ® GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. .200 -SIEVE 15 MINIMUM PERCENT PASSING 3/4' SIEVE 100 © CEMENT STABILIZED SAND THE MATERIAL SHAD_ BE GRANULAR MATERIALS MEETING THE REQUIREMENTS OF MATERIAL "B' ABOVE MIXED WITH PORTLAND CEMENT AND DESIGNED TO PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 50 PSI IN 48 HOURS AND 100 PSI IN 7 DAYS WHEN COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM D558 AND CURED AND TESTED IN ACCORDANCE WITH ASTM D1632 AND ASTM D1633. THE CEMENT -SAND MIXTURE SHAD_ BE COMPACTED IN 8' LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. FIELD MIXING OF CEMENT STABILIZED SAND IS ACCEPTABLE. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON NOVEMBER 12, 2003, IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. z O(n � (/) ¢ d j 0 M W I M I:) 0 J � 00 (SEE DETAIL 1 -I) ROPOSED GRADE ETAL WARNING TAPE DETAIL 1- D _ � (E SELECT MA ER AL PROPOSED GRADE O 8' MIN. < <:�� ., r �, Y ` :. F- :;�:..'' METAL WARNING TAPE � DRP14 CL 200 Y� ® (MANUALLY CONSOLIDATE (24' BELOW GRADE) AWWA t -900 OR -' AT OPTIMUM MOISTURE) @ SELECT MATERIAL U DUCTILE IRON PIPE 8' MIN. �` '` °' �`�� (n (f) W CLASS 350 6 MIN. -° B (SPADE BY LIFTS INTO PLACE, PVC PIPE . +" TO FILL ALL VOIDS AROUND DR -14 CL. 200 ® (MANUALLY CONSOLIDATE z W PIP PIPE. MANUALLY CONSOLIDATE.) AWWA G -900 OR AT OPTIMUM MOISTURE) Q THE TRENCH BOTTOM SHALL BE D.D. DUCTILE IRON PIPE GRADED SO AS T PROVIDE UNIFORM 8' MIN. /12' MAX. CLASS 6 MIN•• (SPADE BY LIFTS INTO PLACE, 0 AND CONTINUOUS SUPPORT FOR THE TO FILL ALL VOIDS AROUND LL_ PIPE BARREL BETWEEN BELL HOLES. NOTES COMPACTION OF THE TXDOT STRUCTURAL PIP PIPE. MANUALLY CONSOLIDATE.) BACKFILL SHALL BE AT LEAST 95% OF THE 11. D. W MAXIMUM DRY DENSITY AS DETERMINED BY TXDOT THE TRENCH BOTTOM SHALL BE TEST METHOD TEX -114 -E AT PERCENTAGES OF GRADED SO AS T PROVIDE UNIFORM 8' MIN. /12' MAX. (Y LLJ MOISTURE IN THE RANGE O (O MC) TO 3% AND CONTINUOUS SUPPORT FOR THE ABOVE THE OMC, FIELD DENSITY PIPE BARREL BETWEEN BELL HOLES, (n DETERMINATIONS SHALL BE MADE IN - ACCORDANCE WITH TEST METHOD TEX -115 -E GENERAL NOTES BEDDING AND BACKFILL FOR W - N 0 BEDDING AND BACKFILL FOR 1 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS & WATERLINE PIPE ¢ f COMPACTED AROUND C PPE TO N DEPTH WATERL T NE PIPE NON- STRUCTURAL AREAS CLODS EXCEEDING OF 12" OVER THE TOP OF THE PIPE. LL 2. A CONCRETE BLOCKING SHALL BE 2 000 PSI. T X D O T STRUCTURAL AREAS N T S 3• ALL THRUST BLOCKING WILL PROVIDE A MINIMUM OF 2 N T S Q SQ. FT OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 4. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARREL PROPOSED GRADE WILL HAVE FULL BEARING ON THE FINE GRADED PROPOSED GRADE TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR ETAL WARNING TAPE PAVEMENT SECTION EACH BELL & FIRE HYDRANT. (24 BELOW GRADE) ...• ,• : ETAL WARNING TAPE 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE f- UA SELECT MATERIAL (24' BEL ❑W GRADE) BLOCKING HAS REACHED 1500 PSI. 8' MIN. 6 • ALL GATE VALVES TO BE _ * *` @ SELECT MATERIAL - "0" RING TYPE WITH NON- RISING STEMS PVC PIPE ' B (MANUALLY CONSOLIDATE PVC PIPE "' -`f ©(MANUALLY CONSOLIDATE Q DR-14, CL. 200 " DR -14 CL 200 AT OPTIMUM MOISTURE) h - MECHANICAL JOINTS COMPLETE WITH GLANDS, BOLTS AWWA C -900 OR AT OPTIMUM MOISTURE) _ -t- & GASKETS DUCTILE IRON PIPE _ DUCTILE�I PIPE Q INITIAL BACKFILL U CLASS 350 -OPEN COUNTER - CLOCKWISE (LEFT) 6' MIN. ~, x Y ®( T A FILL ALL VOIDS AROUND CLASS 6 �'» '; ;` :;r' ®(SPADE BY LIFTS INTO PLACE, Q - FURNISHED WITH 2" SQ. OPERATING NUTS PIP PIPE. MANUALLY CONSOLIDATE.) " TO FILL ALL VOIDS AROUND L x -ALL BOLTS & NUTS TO BE STAINLESS STEEL A304 O D, THE TRENCH BIITTOM SHALL BE PIP PIPE. MANUALLY CONSOLIDATE.) -1... 7. OR A316 THE TRENCH BOTTOM SHALL BE M D. p F- ALL FITTINGS SHALL BE MECHANICAL JOINTS, UNLESS GRADED SO AS TO PROVIDE UNIFORM 8' MIN. /12' MAX. GRADED SO AS T PROVIDE UNIFORM � OTHERWISE DIRECTED BY FIELD REPRESENTATIVE AND CONTINUOUS SUPPORT FOR THE a MIN. /12' MAX. �- FACE STEAMER CONNECTION TOWARD NEAREST CURB PIPE BARREL BETWEEN BELL HOLES, NOTE COMPACTION OF THE NATIVE MATERIAL AND CONTINUOUS SUPPORT FOR THE r � 8. SHALL BE AT LEAST 95% OF THE MAXIMUM DRY PIPE BARREL BETWEEN BELL HOLES, `J OR STREET, UNLESS OTHERWISE SHOWN ON PLANS OR DENSITY AS DETERMINED BY THE MODIFIED E °0 DIRECTED BY FIELD RE PROCTOR COMPAC TEST (ASTM D1557) AT p +- 9 6" M.J. GATE VALVES TO BE RESIUENT SEAT TYPE. PERCENTAGES OF MOISTURE IN THE RANGE OF ABOVE THE OMC. BEDDING AND BACKFILL FOR FOR FIRE HYDRANTS WITH M.J. OR A.C. PIPE SHOES, THE OPTIMUM MOISTURE CONTENT (OMC) TO 3% p STRAPPING LUGS ARE FURNISHED AS STANDARD ITEMS. IF DEPTH FROM TOP OF OPERATING NUT. TO TOP OF WATERLINE PIPE C� 10. VALVE BOX EXCEEDS 5 -0 " THEN A VALVE STEM BEDDING AND BACKFILL FOR EXTENSION SHALL BE REQUIRED. CEMENT STABILIZED SAND OPTION m a) WATERLINE PIPE STRUCTURAL AREAS �'"" h ° � NATIVE MATERIAL OPTION NTS STRUCTURAL AREAS NTS D. 3/4'x6' B NIPPLE 3/4' BRASS ELL 2' BRASS BALL VALVE (FORD B11777 OR SIMILAR) 2' BRASS COUPUNG DIRECTLY ABOVE CONCRETE BLOCKING FOR LATER REMOVAL OF RISER 2" BRASS EU_ r CONCRETE BLOCKING • • �• (SEE THRUST BLOCKIN DETAIL) WATERLINE BRASS PLUG k STANDARD CONCRETE DOUBLE METER. BOX AS PER CITY SPECS -2" SCH. 40 GALVANIZED PIPE UNE SIZE x2" M.J. TAP PLUG WATER MAIN ;6" BRASS NIPPLE R.O.W. LINE 4' CREOSOTED PO ST DETAIL 3 -C RETURN ELLS SEE NOTE #7) WATER LINE BRONZE I NSECT SCREEN W/ S.S. HOSE CLAMP PIPELINE WARNING SIGN 2" END 0 F LINE B LOWO FF 3/4" TYPE 'L.' RIGID COPPER COPPER PIPE CLAMPS HDG. RISER D ETA I L 4, 18'Wx24"Lx24 d (INSIDE DIM.) PRE -CAST CONCRETE BOX W/ ' -0" ONE PIECE CAST IRON LOCKING COVER (OR APPROVED EQUAL) 3/4" BRASS ELL 3/4'x3" BRASS NIPPLE• f BOX OVER 3/4" COPPER TO I.PT LUG VALVE' STRAIGHT COUPLING AIR VALVE MU ELLER #H -15428 MODEL 65 4,° -0" (OR EQUAL) (OR EQUAL) RISING GODS I.P.T TO 3 CU. FT. CRUSHED COPPER FORD STONE OR PEA BALL VALVE GRAVEL ••- 12 33 #B41 -3 OR EQUAL L-3/4" TYPE 'K" COPPER TUBING -MJ TEE TAPPET) 3/4" W/ 3/4" BRASS NIPPLE NOTE: I. EMBED COPPER LINE IN TAMPED SAND FROM UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE 2. PAYMENT FOR BID ITEM OF 3/4 AIR RELEASE VALVE" SHAD_ INCLUDE EiZFgL ALL MATS, AS SHOWN IN DETAIL ABOVE. INCLUDING MAIN LINE TEE OF SILT= INDICATED ON PLANS. DETAIL 2 -C 3/4 INCH AIR RELEASE VALVE CONSTRUCTION NOTES: 1. All waterline and appurtenance construction shall be in accordance with the current City of College Station Standard Specifications for Water & Sewer Construction. All construction shall be coordinated with the City Engineer's office. 2. All waterline materials, structures and appurtenances shall meet current City standards and details. Alternate materials shall be allowed only if the Contractor receives written approval from the City Engineer. 3. 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. Utility Contacts: Dig Tess (800) 344 -8377 TXU Gas (979 774 -2501 COX COMMUNICATIONS (979) 846 -2229 VERIZON (800) 344 -8377 4. The construction shall comply with OSHA Standard 29 CFR Part 1926 Subpart P for trench safety requirements. 5. Where horizontal or vertical deflections are proposed, the deflection must occur in the pipe only, no deflection is allowed at the joint. 6. Detector tape shall be installed in the trench above all waterlines ' at a depth o approximately 24" below finish grade. 7. Pressure Testing is to be conducted on all water lines in conformance with the current technical specifications for the City of College Station. All water lines must be disinfected in accordance with City of College Station and !Health Department requirements. 8. The tops of all valve boxes are to be flush with the surrounding finished grades. 9. Upon completion of construction the Contractor shall provide a set of "red -lined" drawings marked "As- Built' to the City Engineer. (n W A DIM(IN.) J ~ Z 6X6 6.0 U U) W v iX ~ r) W o 9.0 126 16X6 W U) Q Z m c J NOTE: CONCRETE SHALL NOT � Q w W o J Q � o 1' MIN. ASSUMED HORIZONTAL , 'S - c THR - UST 0.0. in A Q o REINFORCING U w BARS OF 9 6" M.J. GATE VALVE & BOX 6" M.J. 90' ANCHORING BEND (SEE DETAIL 1 -G) F 4-DETAIL 1 -A 6 "X13" M.J. ANCHORING COUPLING (SEE DETAIL 1 -1) TYPE 1 M.J. ANCHORING TEE (SEE DETAIL 1 -H) 6" M.J GATE VALVE r & BOX r M.J. FIRE HYDRANT SCHEDU LE SIZE (IN.) A DIM(IN.) B DIM(IN.) T. (LBS) 6X6 6.0 6.0 63 8X6 6.0 7.0 83 12Y.6 5.0 9.0 126 16X6 6.5 11.5 231 DETAIL: 1 -F STANDARD M.J. TEE INTERN ROTADNG RING CAST GLAND FlRE HYDRANT- M.J. ANCHOR COUPLING (LENGTH AS REQ'0 BY PLANS) 6" M.J. GA VALVE W/ ti M.J. 90' BEND M.J ANCHOR COUPLING (LENGTH AS REQ'D BY PLANS) (SEE DETAIL 1 -1) SCHEDULE SIZE A B W. (IN.) DIM(IN.) DIM(IN.) (LBS) 6 15.5 10.56 100 DETAIL:- 1 -G M.J. 90' ANCHORING BEND SCHEDULE aZE L (IN.) WT. (LBS) 6 `' -13 70 8 18 85 6 24 1Do 6 30 115 6 36 130 L DETAIL: 1 -I -- M.J. ANCHORING COUPLING 2.5" 2.5" VALVE BOX. ((Low NAnONAL F -2450, OR EQUAL, WITH NO. 6 BASE AND COVER NO. F -2490, OR EQUAL) 2' SQUARE AWWA NUT EXTENSION. TERMINATE 6' FROM TOP OF BOX. ,741;1 GENERAL NOTES: C 1. ALL CALCULATIONS ARE BASED ON INTERNAL 5. DIMENSIONS MAY BE VARIED AS REQUIRED BY PRESSURE OF 200 PSI FOR 24" I.D. PIPE AND FIELD CONDITIONS WHERE AND AS DIRECTED 1' -0 SMALLER AND 150 PSI ON 30" I.D. AND BY THE ENGINEER. THE VOLUME OF CONCRETE LARGER. BLOCKING SHALL NOT BE LESS THAN SHOWN 2. ALL BEARING SURFACES OF THRUST BLOCKS HERE. SHALL BE PLACED AGAINST UNDISTURBED EARTH 6. VOLUMES OF VERTICAL BEND THRUST BLOCKS ARE NEr OR ROCK. VOLUMES OF CONCRETE TO BE FURNISHED. THE THRUST ' O.D. 3. WALL THICKNESS (T) ASSUMED HERE TOR ESTIMATING PURPOSES ONLY. 4. CONCRETE FOR BLOCKING SHALL BE 2000 PSI CORRESPONDING WEIGHT OF THE CONCRETE (4000 LB. /C.Y.) IS EQUAL TO OR GREATER THAN THE VERTICAL COMPONENT OF THRUST ON THE A G TT CONCRETE. VERTICAL BEND. NOTE: R.C.C.P. OUTLET PIPES POUR AGAINST ARE TO BE BLOCKED AS TEES. UNDISTURBED SECTION A -A EARTH UNDISTURBED EARTH POUR AGAINST I.D. RU C DETAIL: 5 -E UNDISTURBED EARTH TYPICAL HORIZONTAL THRUST BLOCK PLAN OF TEE THRUST BLOCK (IN.) (TONS) (FT) (SEE TEE & PLUG SCHEDULE) A GROUND B NOTE: CONCRETE SHALL NOT EN WIDTH EXTEND BEYOND JOINTS C 2' MIN. BC PREFERRED 1' MIN. ASSUMED HORIZONTAL v - c THR - UST 0.0. in A POUR AGAINST UNDISTURBED EARTH I.D. o REINFORCING w BARS m NOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE VERTICAL COMPONENT OF -- THRUST = TABULATED VALUE FROM STICKING TO PLUG. B E POUR AGAINST R UNDISTURBED EATH DETAIL: 5 -D PLAN OF PLUG THRUST BLOCK REINFORCED BARS (SEE TEE & PLUG SCHEDULE) Bc 2' MIN. #4 AT 12" FOR 12" 1' -0= VARIABLE PIPE & LARGER APPROX. SAME C - PIPE JOINT RCS O� X THRUST PIPE JOINT O p. PLAN TEE & PLUG SCHEDULE LENGTH AS BEND POUR AGAINST SECTION X -X EARTH ROCK UNDISTURBED SECTION A -A EARTH DETAIL: 5 -8 I1.111. I.D. RU C GLUM GLUM TYPICAL HORIZONTAL THRUST BLOCK (IN.) (TONS) (FT) (FT,) (0.Y.) (FT ) (C.Y.) . ELEVATION 8 -B (SEE HORIZONTAL BEND SCHEDULE) DETAIL 5 -C - PIPE JOINT RCS O� X THRUST PIPE JOINT O p. PLAN ANDARD MANHOLE RING & COVER EXCEPT AS SHOWN ON PLANS (SEE GEN. NOTE 4) NON -SH NK GROUT (FIVE STAR GENERAL P POSE OR APPROVED EQUAL) TARED RINGS FOR ADJU ENTS 24 TO FINISH GRADE, AS REQ ED (24" MAX HEIG PRE -CAST MANHOLE PER ASTM C -478 CAST IN PLACE W/ CONCRETE BOTTOM ROVIDE BELL JOINT AT ENTRANCE & EXIT OF ALL DIA. _ MANHOLE SI (SEE DE7 1 -E) F ISH GROUND MECHANICALLY COMPACTED AT 6" LIFTS TO 85% MODIFIED PROCTOR (ASTM D1557) AT MINIMUM 2% OVER OPTIMUM MOISTURE (UNLESS SPECIFIED OTHERWISE ON PLANS MANN CONE "0" RING GASKET (TYP.) (SEE GEN. NOTE 3) MANHOLE RISER PIPE. INSTALL PLUMB & LEVEL. SET . POURING BASE (HEIGHT DETERMINED BY DIAMETER E & NOTC -OUT SIZE) 6" MIN. FO PRECAST - PLACE PRE -FAB NOTCH -OUT FOR PIPE BOTTOM OF MANHOLE RISER �,SET AT CENTER OF PIPE NOTE 3 ST -IN -PLACE R PRE -CAST �- B SI CONCRETE (SE SPECIAL NOTE 2) MANHOLES SEE N. NOTE ES .... -.•' ".i .• . 12" DETAIL 1 -A PRECAST MO,� (ASTM C 78 v PECIAL NOTES: 1 ALL JOINTS AT MANHOLE SECTIONS & OTHER OPEN OR COLD JOINTS, OR LIFTING HOLES, SHALL BE THOROUGHLY FILLED WITH SYNKO -FLEX OR OTHER APPROVED MASTIC WATERPROOFING MATERIAL. 2. CONCRETE FOR MANHOLE BASE SHALL CURE FOR MINIMUM OF 24 HOURS PRIOR TO PLACING ADDITIONAL SECTIONS. 3. POUR OR SET BASE ON FIRM UNDISTUBED SOIL IF SOIL IS WET, MUDDY, OR SOFT, THEN UNDERCUT UNSTABLE MAT AL & BACKFILL WITH CRUSHED STONE OR GRAVEL E SPECIFICATION S -204 DETECTOR TAPE STALLATION AT M.J. WYE 18' JOINT DUCTILE IRON PIPE, s' CLASS 350 W/8 MIL POLYWRAP PVC PIPE BAN • BACKFILL IN 8" LIFTS VARIES TO 85% DENSITY - 95% (MIN 2' - 0'7 DENSITY IN TRAVELED ROADWAYS UNDISTURBED EARTH DUCTILE IRON PIPE CLASS 350 SAME M.J. 90' B D SIZE AS SEWER MAIN OR ONE •yY FLOW LINE AT SIZE LARGER IF TOP OF MAIN NOT ABAILABLE LINE PIPE IN SAME SIZE AS MAIN DETAIL 1 -D DROP CONNECTION MANHOLE DECAL MH — 668 CITY OF COLLEC STATION DECA P — 2097 CARSONITE CUM — 375 6' GREEN MARKER POST NOTE: SIGNS NOT REQUIRED FOR MANHOLES LOCATED ALONG STREET RIGHT —OF —WAYS NOTE: SIGNS AVAILABLE FROM JIM COX SALES 2819 ANODE LANE DALLAS, TX 77845 DETAIL 1 -E MANHOLE IDENTIFICATION SIGN NTS STANDARD MANHOLE RING & COVER (SEE DETAIL 4 -A ") USE PRE -CAST CONCRETE 24' 24" RINGS 0 MORTAR OR BRICK & MORTAR AS REQUIRED TO RAISE TO Y FOR 5' & W D) GRADE . GRADE M.H (SEE DETAIL 1 -C) s" 4' -0 3000 PSI CONCRETE DUOLITHIC POUR VARIES 8 " 5' -0" & 12' W -0" 12" MIN MIN 0 (SEE GEN. NOTE 5) 2" THICK 2000 PSI CAP LIMIT FOR INITIAL POURING OF CONCRETE WHEN FIRST WALL SECTION IS NOT CONSTRUCTED WITH FOOTING DETAIL 1 -B STANDARD CAST-IN-PLACE MANHOLE GENERAL NOTES: 1.FOR ALL TYPE MANHOLES, PLACE CONCRETE FOOTING OR BASE ON FIRM SOIL OR OVER EXCAVATE TO FIRM SOIL AND BACKFILL WITH STANDARD GRADATION CRUSHED STONE. 2.ON CAST IN PLACE MANHOLES, ALLOW FOOTING OR BASE AND FIRST SECTION OF WALL TO CURE A MINIMUM OF 24 HOURS BEFORE SETTING ADDITIONAL WALL FORMS AND PLACING CONCRETE IN FORMS. 3.PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C478. JOINTS SHALL BE "0" -RING GASKETED. IN LIEU OF THICKNESS AS SPECIFIED IN C478, SECTION 7, DESIGN -THE MINIMUM THICKNESS FOR MANHOLE RISERS SHALL BE AS LISTED UNDER WALL "8" IN THE CLASS TABLES" OF ASTM C76, REINFORCED CONCRETE PIPE. 4. MANHOLE COVERS WILL BE MARKED "SANITARY SEWER." PICK BARS OR LUGS SHALL ALSO BE CASED IN MANHOLE COVERS. NO OPEN HOLES ALLOWED IN COVER. THE CAST IRON RING AND COVER SHALL BE FURNISHED & INSTALLED BY CONTRACTOR. 5. MANHOLE BASE OR FOOTING THICKNESS (CAST -IN -PLACE OR PRE -CAST) AS FOLLOWS: MANHOLE DEPTH (FT.) THICKNESS (IN.) 0 -8 8 8 -12 10 12 & OVER 12 3' -7 "' C Z, 6" MIN. 6" MIN. 4' -0" 15" FOR 5' DIA M H 30" FOR 6' Dlk L" 5' -0" & 6' -0" 8" MIN DETAIL 1 -C TRANSITION DETAIL FOR 5' & 6' DIA. CAST -IN -PLACE MANHOLES 2000 P.S.I. CONCRETE ~ ° STANDARD SAN. C.I. �.. SEWER CLEANOUT BOOT AND COVER OR EQUAL. 7 "' STOPPER CLEANOUT STACK 45' BEND I �.� . I UNDISTURBED EARTH, CUSHION MUST PE PLACED AROUND SEWER LINE. NOTE- MINIMUM SIZE CLEANOUT TO BE 6 ". DETAIL 3 -F SEWER LINE CLEAN OUT DETAIL MACHINE SURFAC 2' 4" 22 -3/8" 32' 5' APPROX. WEIGHT RING — 175f COVER — 12511 / GRATE CAN BE FURNISHED PATTERN 300 24 MANHOLE RING do COVER SANITARY SEWER RING AND COVER PROPOSED GRADE <24 BELOW QA SELE M A TE R I AL 8' MIN. PVC PIPE. ® (MANUALLY CONSOLIDATE ASTM D- 3034, - _ SDR -26 OR AT OPTIMUM MOISTURE) DUCTILE IRON PIPE CLASS 350 6' MIN. `� & SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIP PIPE. MANUALLY CONSOLIDATE.) THE TRENCH BOTTOM SHALL BE O. D. GRADED SO AS TO PROVIDE UNIFORM 8' MIN. /12' MAX. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES, NOTES COMPACTION OF THE TXDOT STRUCTURAL BACKFILL SHALL BE AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY TXDOT TEST METHOD TEX -114 -E AT PERCENTAGES OF MOISTURE IN THE RANGE OF <OMG) 7 3% ABOVE THE OMC. FIELD DENSITY DETERMINATIONS SHALL BE MADE IN ACCORDANCE WITH TEST METHOD TEX -115 -E BEDDING AND BACKFILL FOR SANITARY SEWER PIPE TXDOT STRUCTURAL AREAS NTS PROPOSED GRADE (24' < QA SELECT MATERIAL 8' MIN.` PVC PIPE =' =' '' ®(MA N UALLY Y C ONSOLIDATE ASTM D -3034, "'` SDR -26 OR 1 AT OPTIMUM MOISTURE) DUCTILE IRON PIPE CLASS 350 6' MIN. - • `' >< ®(SPADE BY LIFTS INTO PLACE, c: ~ TO FILL ALL VOIDS AROUND PIP PIPE. MANUALLY CONSOLIDATE.> THE TRENCH BOTTOM SHALL BE O. D. GRADED SO AS TO PROVIDE UNIFORM 8' MIN. /12' MAX. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES, NOTEt COMPACTION OF THE NATIVE MATERIAL SHALL BE AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST (ASTM D1557) AT PERCENTAGES OF MOISTURE IN THE RANGE OF THE OPTIMUM MOISTURE CONTENT <OMC) TO 3'/. ABOVE THE OMC. BEDDING AND BACKFILL FOR SANITARY SEWER PIPE NATIVE MATERIAL OPTION STRUCTURAL AREAS NTS MATERIALS FOR EMBEDMENT - KEY ® SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION. COMPACTION OF THE MATERIAL SHALL BE TO AT LEAST 90% OF THE MAX. DRY DENSITY AS DETERMINED BY ASTM D -698 AT A MOISTURE CONTENT OF -2 BELOW TO +6% ABOVE THE OPTIMUM MOISTURE CONTENT OF THE MATERIAL, ® GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 15 MINIMUM PERCENT PASSING 3/4' SIEVE 100 © CEMENT STABILIZED SAND THE MATERIAL SHALL BE GRANULAR MATERIALS MEETING THE REQUIREMENTS OF MATERIAL "B" ABOVE MIXED WITH PORTLAND CEMENT AND DESIGNED TO PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 50 PSI IN 48 HOURS AND 100 PSI IN 7 DAYS WHEN COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM D558 AND CURED AND TESTED IN ACCORDANCE WITH ASTM D1632 AND ASTM D1633. THE CEMENT -SAND MIXTURE SHALL BE COMPACTED IN 8" LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. FIELD MIXING OF CEMENT STABILIZED SAND IS ACCEPTABLE. CEMENT -SAND MIXTURE USED FOR SANITARY SEWER EMBEDMENT WITHIN 9 FEET OF A WATERLINE SHALL CONTAIN A MIN. OF 2 SACKS OF CEMENT PER CUBIC YARD OF MATERIAL. PROPOSED GRADE yypp ( 24'� 8' MIN. (3) QA SELECT MATERIAL .:r•'� ~a• a.;,.. PVC PIPE '" (g )(MANUALLY CONSOLIDATE ASTM D -3034, SDR -26 OR AT OPTIMUM MOISTURE) DUCTILE IRON PIPE CLASS 350 6' MIN. & SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIP PIPE MANUALLY CONSOLIDATE,) THE TRENCH BOTTOM SHALL BE 0. D. GRADED SO AS TO PROVIDE UNIFORM 8' MIN. /12' MAX. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. BEDDING AND BACKFILL FOR SANITARY SEWER PIPE NON- STRUCTURAL AREAS NTS PROPOSED GRADE PAVEMENT SECTION ET AL WA NING TAPE (24' BELOW GRADE) SELECT MATERIAL ? ; ( MANUALLY CONSOLIDATE ASTM D -3034, PVC PIPE AT OPTIMUM MOISTURE) SDR -26 OR ® INITIAL BACKFILL DUCTILE IRON PIPE CLASS 6 MIN - & SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIP PIPE, MANUALLY CONSOLIDATE,) THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM 8' MIN, /12" MAX, AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES, BEDDING AND BACKFILL FOR SANITARY SEWER PIPE CEMENT STABILIZED SAND OPTION STRUCTURAL AREAS NTS SEWER LINE CONSTRUCTION NOTES: 1. All construction shall be in accordance with the current City of College Station Standard Specifications for Water & Sewer Construction. All construction shall be coordinated with the City Engineer's office. 2. All sewer line materials, structures and appurtenances shall meet current City standards and details. Alternate materials shall be allowed only if the Contractor receives written approval from the City Engineer. 3. Manholes, either cast —in —place or precast, shall be constructed and installed in accordance with current City of College Station specifications and details. Standard manhole rings and covers shall be used. 4. The compaction of the backfill material shall be verified by in —place density tests. The rate of density testing shall be determined by The City of College Station inspector. 5. The Construction shall comply with OSHA Standard 29 CFR Part 1926 Subpart P for trench safety requirements. 6. Sewer lines shall be tested for exfiltration and TV inspected prior to acceptance. All manholes should be leak tested either by the water or vacuum method. 7. Upon completion of construction the Contractor shall provide a set of " red — lined" drawings marked "As— Built" to the City Engineer. 2 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON NOVEMBER 12, 2003. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 0 � A D_ rn Q 0 W I V) M o 0 � � O C) X W J �o41i z 0 F- V) w zoW 0 U) > O LL_ LL1 o Iz U) M 0 Q N_ 0 1 =1 J a W W W Q U W W z W m U) w Q w J Z � Q SHEET 9 OF 9 U) z O U) W W O U L LO d' O 1°0 ~ U 0 II U) i -f- m 0 .-- � O t✓ E 0 � - p I 0 V C.7 O U 0) J a W W W Q U W W z W m U) w Q w J Z � Q SHEET 9 OF 9 U) z O U) W W O U