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DrawingsI HOSPITAL, LP: -) M 1 ZONED R -4 z W I W C1J • D C O PUBLIC UTILITY EASEMENT W � � 87.17' O 0 (D O 0.51 AC. VOL 4624, PG. 277 22,251 SF 30.00' 42.43' 1. BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT z•z z z:v z 86.39' J 90'00'00" CALLED BEARINGS AS SHOWN ON THE PLAT RECORDED IN VOL. 'C S11'19'13"W C4 11.06' I N57 °50'33 - --- - - - --� -_ _- -- __ C -- (0 I 106.03' 0 0 1/2 N 95.46' S11'19'13"W LR. 15.56' CD 00 FOUND I O N 3. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR -P 60 CD - W C7 I BELMONT PLACE 15.30' 10-) 0 C > I PHASE 2 66.76' 1 42.50' COLLEGE STATION 1 42.50' 1 60.10' I HOSPITAL, LP: -) M 1 ZONED R -4 z W I W n W • D C O PUBLIC UTILITY EASEMENT .Ip - 4 M � 87.17' TOMMIE B CARTER CHILDREN'S TRUST MEASURED VICINITY MAP L.O. BALL MEMORIAL SUBDIVISION / PHASE 2 TOMMIE B CARTER CHILDREN'S TRUST VOL 4624, PG. 277 N57'49'1 7"E - 430.76' PLAT CALL / N57 17 "E - 430 X33' LOT 7, BLOCK 3 / LEGEND 20' P.U.E. 20' P.U.E. R= 560.00' D= 17'41'41" L= 172.95' T= 87.17' ® � LC= 172.26' CB= S24'49'56 "E v O LOT 8, BLOCK 3 d ORIGINALFINAL FLAT CERTIFICATE OF OWNERSHIP AND DEDICATION SCALE: 1 "=40' STATE OF TEXAS COUNTY OF BRAZOS 1, Rostell Chapman, Owner and Developer of the tract of land shown on this plat and conveyed in Volume 4484; Page 307 of the official records of Brazos County, and designated herein as Lots 8A thru 8F, Block 3 of the L.O. Ball Memorial Subdivision, Phase 2, 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. CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS I, , County Clerk, in and for said county, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the day of , 20 , in the Deed Records of Brazos County, Texas, in Volume Page WITNESS my hand and official Seal, at my office in Bryan, Texas. Rostell Chapman, Owner STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Rostell Chapman known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me -that he executed the same -for the purpose and consideration therein stated. Given under my hand and seal on this _ day of _ 20 Notary Public, Brazos County , Texas CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, Dennis Husfeld, Owner and Developer of the tract of land shown on this plat and conveyed in Volume 4484, Page 307 of the official records of Brazos County, and designated herein as Lots 8A thru 8F, Block 3 of the L.O. Ball Memorial Subdivision, Phase 2, 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. County Clerk Brazos County, Texas APPROVAL OF PLANNING AND ZONING COMMISSION I, , Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the day of 20 . Chairman CERTIFICATE OF CITY ENGINEER I, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station, Texas. City Engineer Dennis Husfeld, Owner STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Dennis Husfeld known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of , 20 Notary Public, Brazos County , Texas 1/2" I.R. FOUND Z a W ° .*ft4 r o 0 BELMONT PLACE t PHASE 2 COLLEGE STATION w ,� HOSPITAL, L.P. 'v ZONED R -4 IV N „� J 0 1/2" I.R. FOUND 120.07' 1 m 0 z W I W 2.75 AC • 20' EXISTING O PUBLIC UTILITY EASEMENT .Ip - 4 560.00' NOTES: 87.17' TOMMIE B CARTER CHILDREN'S TRUST (D �I �I 0.51 AC. VOL 4624, PG. 277 22,251 SF 30.00' 42.43' 1. BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT z•z z z:v z 86.39' 55.00' 90'00'00" CALLED BEARINGS AS SHOWN ON THE PLAT RECORDED IN VOL. 77.78' S11'19'13"W C4 11.06' 3582, PG. 295, AND AS MONUMENTED ON THE GROUND. N57 °50'33 - --- - - - --� -_ _- -- __ C -- __ _ - -2 THIS- PROPERIP(- 1S CURRENTLY ZONED C -1, GENERAL C5 106.03' D 1/2 COMMERCIAL AND C -2, COMMERCIAL - INDUSTRIAL. 95.46' S11'19'13"W LR. 15.56' 139.12' 10 5.00' .00' I :156.63' FOUND I Csl M --I 00 • y N15'29'14"W 3. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR 15.56' 24.50' CD - W C7 I FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL 15.30' 10-) 0 C > I NO. 48041 CO201 -D, EFFECTIVE DATE: 02 -09 -2000. 66.76' 1 42.50' N (DMF 1 42.50' 1 60.10' S11'19'13"W Cp M ( 15.77' 4. BUILDING SETBACK LINES TO BE IN ACCORDANCE WITH THE CITY 36'52'50" 8.17' 0 S74'45'38"W OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR R= 30.00' RIGHT -OF --WAY LINES ARE ARC LENGTHS. 20' P.U.E D= 90'00'00" 55 P.U.E. L= 47.12' 6. THE FINAL PLAT FOR THIS TRACT CAN BE FOUND IN VOL. 3582, T= 30.00' LC= 42.43' PG. 295 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, 105.00' CB =S 11' 19' 13 "W TEXAS. 7. MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENTS WILL BE S56 0 19'1 3 "W - 374 MEASURED THE RESPONSIBILITY OF THE LOT OWNERS. S56" 19'1 3"W - 374.11' PLAT CALL 8. A VARIANCE TO SECTION 7.3.C.3, SPACING OF DRIVEWAY ACCESS, Birmingham. Drive OF THE U.D.O. WAS GRANTED ON JULY 20, 2004, BY THE DEVELOPMENT ENGINEER. 60' R.O.W. ORIGINALFINAL FLAT CERTIFICATE OF OWNERSHIP AND DEDICATION SCALE: 1 "=40' STATE OF TEXAS COUNTY OF BRAZOS 1, Rostell Chapman, Owner and Developer of the tract of land shown on this plat and conveyed in Volume 4484; Page 307 of the official records of Brazos County, and designated herein as Lots 8A thru 8F, Block 3 of the L.O. Ball Memorial Subdivision, Phase 2, 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. CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS I, , County Clerk, in and for said county, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the day of , 20 , in the Deed Records of Brazos County, Texas, in Volume Page WITNESS my hand and official Seal, at my office in Bryan, Texas. Rostell Chapman, Owner STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Rostell Chapman known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me -that he executed the same -for the purpose and consideration therein stated. Given under my hand and seal on this _ day of _ 20 Notary Public, Brazos County , Texas CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, Dennis Husfeld, Owner and Developer of the tract of land shown on this plat and conveyed in Volume 4484, Page 307 of the official records of Brazos County, and designated herein as Lots 8A thru 8F, Block 3 of the L.O. Ball Memorial Subdivision, Phase 2, 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. County Clerk Brazos County, Texas APPROVAL OF PLANNING AND ZONING COMMISSION I, , Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the day of 20 . Chairman CERTIFICATE OF CITY ENGINEER I, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station, Texas. City Engineer Dennis Husfeld, Owner STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Dennis Husfeld known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of , 20 Notary Public, Brazos County , Texas 1/2" I.R. FOUND Z a W ° .*ft4 r o 0 BELMONT PLACE t PHASE 2 COLLEGE STATION w ,� HOSPITAL, L.P. 'v ZONED R -4 IV N „� J 0 1/2" I.R. FOUND 120.07' 1 m 0 z W I W DELTA PHASE 2 20' EXISTING O PUBLIC UTILITY EASEMENT .Ip - 4 560.00' 17'41'41" 87.17' TOMMIE B CARTER CHILDREN'S TRUST 8 C �I �I 0.51 AC. VOL 4624, PG. 277 22,251 SF 30.00' I Z - 15' PRIVATE 20' EXISTING DRAINAGE : PUBLIC UTILITY CA I W) EASEMENT EASEMENT A �O R 8 B 0.42 AC. 2 I$ 8A Cn :� 18 176 SF �� 2 0.44 AC. a�N 19 SF O 0 I mo 15' PRIVATE ( I W I ACCESS EASEMENT .. S DRAINAGE 1 (WIDTH VARIES, ov EASEMENT 25' TYPICAL) N56'19'13 "E 126.60' I I r I 1, • N561 '93 '1"E 201.32' Ck ' - - -- - -- - -- --.__---_--...-_- '8 1. ' , �- '06 . 19 *13'E � 26.60' � �- - - - - -- is � �� 68.58 S. _IG _ 137.00' �3' CD 20' P.U.E. I 1 x'13" E "" 210.57' hi 6 � y N56'19' 13'E 2498 �pc� _4 - �� - - - - - -- - -- - 4-------- ---- - - - - -- - - - --- _d9- . i w O% yc - - - - -- y A, - -- ------- - - - - -- $ - -- - - -- I N56'1W13'E 194.70' �. �- °19 E - 113.53' _ �'� I I 9 / N56'19'13"E_ 170.57' _ ( N 00 I NIA �Z T zZ I o1�( I� 20' P.U.E. 00 0 c ; 5/81) I Z o - I .R. _ I � p? ACCESS EASEMENT I Z j I; $ O 8F FOUND (WIDTH VARIES, I W 1-41 0.50 AC. 25 TYPICAL) I 1 W I $ � ' I o � ' i 8E - * I 21,841 SF t-- 8D �$ �$ I 0.47 AC. o a 0.41 AC. ; ''_' ; I 20 SF � o, 17 SF Iw Ito I 15 P.U.E. (0 15' PRIVATE ly a I� IO DRAINAGE EASEMENT 20' EXISTING I PUBLIC UTILITY I ( O I I 55' EXISTING EASEMENT i 1 � i- 1 PUB EA EMENT 5/8" - } `� - ice I.R. FOUND 17.28' o`g' / r' 17.28' 1 101.30' S56'1 9' ~ 374.18' Birmingham Drive 60' R.O.W. REPLAT SCALE: 1"=40' CURVE TABLE LOT 7, BLOCK 3 L.O. BALL MEMORIAL SUBDIVISION m 0 RADIUS DELTA PHASE 2 z .� CHORD BEARING C1 172.95' 560.00' 17'41'41" 87.17' TOMMIE B CARTER CHILDREN'S TRUST S29'49'56 "E C2 47.12' VOL 4624, PG. 277 O N - N 0 0:10 30.00' 42.43' N1 1'19'13 "E z•z z z:v z 86.39' 55.00' 90'00'00" 55.00' 77.78' S11'19'13"W C4 11.06' 24.50' N57 °50'33 "E 430,83 „ C5 106.03' 67.50' 1/2 67.50' 95.46' S11'19'13"W LR. 15.56' 139.12' 10 5.00' .00' I :156.63' FOUND I I Z - 15' PRIVATE 20' EXISTING DRAINAGE : PUBLIC UTILITY CA I W) EASEMENT EASEMENT A �O R 8 B 0.42 AC. 2 I$ 8A Cn :� 18 176 SF �� 2 0.44 AC. a�N 19 SF O 0 I mo 15' PRIVATE ( I W I ACCESS EASEMENT .. S DRAINAGE 1 (WIDTH VARIES, ov EASEMENT 25' TYPICAL) N56'19'13 "E 126.60' I I r I 1, • N561 '93 '1"E 201.32' Ck ' - - -- - -- - -- --.__---_--...-_- '8 1. ' , �- '06 . 19 *13'E � 26.60' � �- - - - - -- is � �� 68.58 S. _IG _ 137.00' �3' CD 20' P.U.E. I 1 x'13" E "" 210.57' hi 6 � y N56'19' 13'E 2498 �pc� _4 - �� - - - - - -- - -- - 4-------- ---- - - - - -- - - - --- _d9- . i w O% yc - - - - -- y A, - -- ------- - - - - -- $ - -- - - -- I N56'1W13'E 194.70' �. �- °19 E - 113.53' _ �'� I I 9 / N56'19'13"E_ 170.57' _ ( N 00 I NIA �Z T zZ I o1�( I� 20' P.U.E. 00 0 c ; 5/81) I Z o - I .R. _ I � p? ACCESS EASEMENT I Z j I; $ O 8F FOUND (WIDTH VARIES, I W 1-41 0.50 AC. 25 TYPICAL) I 1 W I $ � ' I o � ' i 8E - * I 21,841 SF t-- 8D �$ �$ I 0.47 AC. o a 0.41 AC. ; ''_' ; I 20 SF � o, 17 SF Iw Ito I 15 P.U.E. (0 15' PRIVATE ly a I� IO DRAINAGE EASEMENT 20' EXISTING I PUBLIC UTILITY I ( O I I 55' EXISTING EASEMENT i 1 � i- 1 PUB EA EMENT 5/8" - } `� - ice I.R. FOUND 17.28' o`g' / r' 17.28' 1 101.30' S56'1 9' ~ 374.18' Birmingham Drive 60' R.O.W. REPLAT SCALE: 1"=40' CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 172.95' 560.00' 17'41'41" 87.17' 172.26' S29'49'56 "E C2 47.12' 30.00' 90'00'00" 30.00' 42.43' N1 1'19'13 "E C3 86.39' 55.00' 90'00'00" 55.00' 77.78' S11'19'13"W C4 11.06' 24.50' 25'52'33" 5.63' 10.97' N4322'57 "E C5 106.03' 67.50' 90'00'00" 67.50' 95.46' S11'19'13"W C6 15.56' 24.50' 36'23'07" 8.05' 15.30' N15'29'14"W C7 15.56' 24.50' 36'22'53" 8.05' 15.30' S51'52'13 "E C8 66.76' 1 42.50' 90 1 42.50' 1 60.10' S11'19'13"W C9 15.77' 24.50' 36'52'50" 8.17' 1 15.50' S74'45'38"W 1 INSET "A" N.T.S. 000000 5/8" I.R. FOUND LINE TABLE \INSET LENGTH \ " I L1 \ S33'40'47 "E L2 62.40' N33'40'47 "W L3 I \ N56'1 9'13 "E L4 15.00' I \ L5 15.00' N56'1 9'13 "E I \ I \ 5.06' \ I \\ I L9 10.00' N56' 19'1 3"E L10 10.00' 1 N56'19'1YE \A 42.40' S33'40'47 "E / 42.40' LOT I� LINE EASEMENT` 42.40' N33'40'47"W UNE \ �2T , .08' / BOUNDARY INSET "A" N.T.S. 000000 5/8" I.R. FOUND LINE TABLE LINE LENGTH BEARING L1 86.62' S33'40'47 "E L2 62.40' N33'40'47 "W L3 15.00' N56'1 9'13 "E L4 15.00' N33'40'47"W L5 15.00' N56'1 9'13 "E L6 10.00' N33'4O'47"W L7 5.06' N56' 19'1 3"E L8 17.50' N33'40'47"W L9 10.00' N56' 19'1 3"E L10 10.00' 1 N56'19'1YE L11 42.40' S33'40'47 "E L12 42.40' S33'40'47 "E L13 42.40' N33'40'47"W L.O. BALL MEMORIAL SUBDIVISION, PHASE 2 LOT 8, BLOCK 3 2.748 ACRES CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 1, Brad Kerr, Registered Public Surveyor No. 4502, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. Brad Kerr, R.P.L.S. No. 4502 ROBERT STEVENSON SURVEY, A -54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1' =40' AUGUST, 2004 OWNER /DEVELOPER ENGINEER Dennis Husfeld & Rostell Chapman 420 Tarrow Street College Station, Texas 77840 (979) 255 -3788 EXL N SURVEYOR: General Confwck Brad Kerr, RPLS No. 4502 Ginger L. Urso, P. Kerr Surveying, LLC 1707 Graham Roa College Box 269 Station, Texas 77841 Coll Station, Tex (979) 268 -3195 (979) 690 -7711 Am I LOT 7, BLOCK 3 L.O. BALL MEMORIAL SUBDIVISION / - PHASE 2 TOMMIE B CARTER CHILDREN'S TRUST VOL 4624, PG. 277 N57 7"E -- 430.76' PLAT CALL � N57 17 E • 430.83' MEASURED 20' P.U.E. 20' P.U.E. / LEGEND PLAT BOUNDARY PROPERTY LINE OO PROPERTY CORNER - - - - - - - PUBUG UTILITY EASEMENT PRIVATE DRAINAGE EASEMENT -------- - - - - -- ACCESS EASEMENT EXISTING PUBUC UTILITY EASEMENT P.I.I.E PUBLIC UTILITY— EASEMENT VICINITY MAP r1 ��r GD LM R= 580.00 NOTES:. y y'y'r d y � , D= 17'41'41" -I 05 PHASE 2 1. BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT . cl.. 172.26' L= 1 15.00' CALLED BEARINGS AS SHOWN ON THE PLAT RECORDED IN VOL. PHASE 2 COLLEGE STATION 30.00' 90'00'00" TOIvIMIE B CARTER CHILDREWS TRUST T= 87.17' HOSPITAL, LP. Lt 1 C3 z 0, TN,, 0 0;! o _ ZONED R - 4 LC=172.26' > D O 2. THIS PROPERTY IS CURRENTLY ZONED C -1, GENERAL W 1 11.06' 24.50' CB= S24'49'56 "E COMMERCIAL AND C--2, COMMERCIAL- INDUSTRIAL. 1/2" I.R. FOUND D C D 00 D 3. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR %• •- 120:07' M O - W C7 I FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL C6 Z O C D NO: 48041 CO201 -D, EFFECTIVE DATE: 02 -09 -2000. 8:05' v - -W I- t C� I C7 15.56' 24.50' ° ( 15' PRIVATE -- - - -- -- - T5.30' 20' EXISTING PUBLIC UTILITY O 4; 20' P.U.E. Z) CZ DRAINAGE w W I EASEMENT 20' EXISTING 42.50' EASEM PER PLAT (3582/295) ' �I U ( GO g�a PUBLIC UTILITY EASEMENT C9 15.77' OI.Z. PER PLAT v '8A (3582/295) CU' LOT'8' BLOCK 3 S74 45'38 d _.. CCF r.. 2 75 A LEGEND PLAT BOUNDARY PROPERTY LINE OO PROPERTY CORNER - - - - - - - PUBUG UTILITY EASEMENT PRIVATE DRAINAGE EASEMENT -------- - - - - -- ACCESS EASEMENT EXISTING PUBUC UTILITY EASEMENT P.I.I.E PUBLIC UTILITY— EASEMENT VICINITY MAP r1 ��r GD LM . . NOTES:. y y'y'r d y � , N33'40'47"W -I 05 PHASE 2 1. BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT . cl.. 172.26' - 15.00' CALLED BEARINGS AS SHOWN ON THE PLAT RECORDED IN VOL. PHASE 2 COLLEGE STATION 30.00' N � m 1- 4. BUILDING SETBACK LINES TO BE IN ACCORDANCE WITH THE CITY c p OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 5. CUVE LENGTHS m THE R= 30.00' RIGHT- OF -WAY LINES A E LENGTHSBOUNDARY OR 20' P.U.E. D= 90'00'00" 55 P.U.E. L= 47.12' 6. THE FINAL PLAT FOR THIS TRACT CAN BE FOUND IN VOL. 3582, T= 30.00' PG. 295 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, LC= 42.43' TEXAS. 105..00' CB =S11 19 13 "W 7.. MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENTS. WILL BE S56 YW - 374.18' MEASURED THE RESPONSIBILITY OF THE LOT OWNERS. S56 "W - 374.11 r FLAT CALL 8 . A VARIANCE TO SECTION 7.3.C.3, SPACING OF DRIVEWAY ACCESS, OF THE U.D.O. WAS GRANTED ON JULY 20, 2004, BY THE B Drivd: DEVELOPMENT ENGINEER. - ORIGINAL FINAL PLAT VOL. 3582 PG. 295 . CERTIFICATE OF OWNERSHIP AND DEDICATION SCALE: 'I " =40' STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK COUNTY OF BRAZOS I, Rostell Chapman, Owner and Developer of the tract of land shown on this plat and STATE OF TEXAS conveyed in Volume 4484, Page 307 of the official records of Brazos County, and COUIV•TY OF--BRAZOS- designated herein as Lots 8A thru 8F, Block 3 of the L.O. Ball Memorial Subdivision, 9 County. Clerk, in. and. for. said county, do hereby Phase 2;' in the' City of College Station, Texas, and' whose name is subscribed hereto, certify that this plat together with its certificates of authentication was filed for hereby dedicate to the use of the public forever all streets, alleys, parks, easements record in my office the day of , 20 , in the Deed and public places th shown for the purpose arrd consideration - therein expressed.- Records of Brazos County, Texas, in Volume Page WITNESS my hand and official Seal, at my office in Bryan, Texas. Rostell Chapman, Owner County Clerk - STATE OF TEXAS Brazos County, Texas COUNTY OF BRAZOS - Before. me, the undersigned authority, on this day personally appeared Rostell Chapman known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of 20 APPROVAL OF PLANNING AND ZONING COMMISSION 1, Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the day of Notary Public, Brazos County , Texas 20 CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, . Dennis Husfeld, Owner and Developer of the- tract of- Gnd• - shown- on- this - plat and - conveyed in Volume 4484, Page 307 of the official records of Brazos County, and designated herein as _Lots 8A thru 8F,. Block 3 of the L0. Ball Memorial Subdivision, Phase 2, 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. Chairman CERTIFICATE OF CITY ENGINEER 1, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station, Texas. City Engineer Dennis Husfeld, Owner STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersighed authority, on this day personally appeared Dennis Husfeld known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of , 20 Notary Public, Brazos County , Texas GD LM . . NOTES:. RADIUS 6 _N � cr :o N33'40'47"W -I 05 PHASE 2 1. BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT BELMONT PLACE 172.26' - 15.00' CALLED BEARINGS AS SHOWN ON THE PLAT RECORDED IN VOL. PHASE 2 COLLEGE STATION 30.00' 90'00'00" TOIvIMIE B CARTER CHILDREWS TRUST 3582, PG. 295, AND AS MONUMENTED ON THE GROUND. HOSPITAL, LP. Lt 1 C3 VOL 4624, PG. 277 0, TN,, 0 0;! o _ ZONED R - 4 --I > D - 0 2. THIS PROPERTY IS CURRENTLY ZONED C -1, GENERAL C4 1 11.06' 24.50' I COMMERCIAL AND C--2, COMMERCIAL- INDUSTRIAL. 1/2" I.R. FOUND D C D 00 D 3. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR %• •- 120:07' M O - W C7 I FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL C6 Z O C D NO: 48041 CO201 -D, EFFECTIVE DATE: 02 -09 -2000. 8:05' -- ------- - - - - -W I- t C� I C7 N � m 1- 4. BUILDING SETBACK LINES TO BE IN ACCORDANCE WITH THE CITY c p OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 5. CUVE LENGTHS m THE R= 30.00' RIGHT- OF -WAY LINES A E LENGTHSBOUNDARY OR 20' P.U.E. D= 90'00'00" 55 P.U.E. L= 47.12' 6. THE FINAL PLAT FOR THIS TRACT CAN BE FOUND IN VOL. 3582, T= 30.00' PG. 295 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, LC= 42.43' TEXAS. 105..00' CB =S11 19 13 "W 7.. MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENTS. WILL BE S56 YW - 374.18' MEASURED THE RESPONSIBILITY OF THE LOT OWNERS. S56 "W - 374.11 r FLAT CALL 8 . A VARIANCE TO SECTION 7.3.C.3, SPACING OF DRIVEWAY ACCESS, OF THE U.D.O. WAS GRANTED ON JULY 20, 2004, BY THE B Drivd: DEVELOPMENT ENGINEER. - ORIGINAL FINAL PLAT VOL. 3582 PG. 295 . CERTIFICATE OF OWNERSHIP AND DEDICATION SCALE: 'I " =40' STATE OF TEXAS CERTIFICATE OF THE COUNTY CLERK COUNTY OF BRAZOS I, Rostell Chapman, Owner and Developer of the tract of land shown on this plat and STATE OF TEXAS conveyed in Volume 4484, Page 307 of the official records of Brazos County, and COUIV•TY OF--BRAZOS- designated herein as Lots 8A thru 8F, Block 3 of the L.O. Ball Memorial Subdivision, 9 County. Clerk, in. and. for. said county, do hereby Phase 2;' in the' City of College Station, Texas, and' whose name is subscribed hereto, certify that this plat together with its certificates of authentication was filed for hereby dedicate to the use of the public forever all streets, alleys, parks, easements record in my office the day of , 20 , in the Deed and public places th shown for the purpose arrd consideration - therein expressed.- Records of Brazos County, Texas, in Volume Page WITNESS my hand and official Seal, at my office in Bryan, Texas. Rostell Chapman, Owner County Clerk - STATE OF TEXAS Brazos County, Texas COUNTY OF BRAZOS - Before. me, the undersigned authority, on this day personally appeared Rostell Chapman known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of 20 APPROVAL OF PLANNING AND ZONING COMMISSION 1, Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the day of Notary Public, Brazos County , Texas 20 CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, . Dennis Husfeld, Owner and Developer of the- tract of- Gnd• - shown- on- this - plat and - conveyed in Volume 4484, Page 307 of the official records of Brazos County, and designated herein as _Lots 8A thru 8F,. Block 3 of the L0. Ball Memorial Subdivision, Phase 2, 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. Chairman CERTIFICATE OF CITY ENGINEER 1, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station, Texas. City Engineer Dennis Husfeld, Owner STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersighed authority, on this day personally appeared Dennis Husfeld known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of , 20 Notary Public, Brazos County , Texas C 18,176 SF 0.44 AC. °° 8C I . mI �L.a 19 SF O 0:51 - -AC. I N to .. . h 22,251 SF S R I I W I ACCESS EASEMENT `1 _ (WIDTH VARIES, _ 8 F EASEMENT 25' TYPICAL) O �2i N56'19'13'E 126.60' _ N _ __ - � - _ 58'19'13 - -- - -_C4 C; O q I a - - CQ A I _- _A56'19'13"E 26.60'. --- - - - - -- 5. , _2T1t.32' - - - - - - - -- � S O3 �,�"' -�Ir` 25. 80'. 68.58' � _ 137.00' ... _ 20 P.U.E. - - 6 1 '13" 'E 210.57' O/ . .0.I Q Iw ro �Sr' N56'19'13'E 2 10' Di I - --- - - - - -- -- -- ------------ - - - - -- - - - - -- - - -- ------- - - - - -- �/-A �- _. - -_ -�( �N56'19'13'E 194.70' 0 9N I 1913 E 113.53 ; gnI _ _ I ► : I o N56'19'13'E- 170.57' N CD BELMONT PLACE . - - - � ' - �'- - - PHASE 2 I o TZ z z COLLEGE STATION 4 i I► I $ 20' P.U.E. � HOSPITAL, L.P. I i� wI I 1 ZONED R -4 1t �C) 8F ACCESS EASEMENT I Z j I, o (WIDTH VARIES, I I .°l �' '-) I 0.5® AC. CA) iIp I ' 25' TYPICAL) i I co i i$ t-9 Z ° Z �i f 1 /2 FOUND 0 I,Z C C D d 5/$ ,P I.R. FOUND IU �I� I I 21,841 SF: 1- co N 8D 11 10 I$ I 0.47 AC m 1 � iti .0 0 ® 0 0.41 AC. , j 20,296 ST' I 0) I I I '0 15' PRIVATE SF Iw IW I 15' P.U.E. Cfl I(A t Iw IO DRAINAGE EASEMENT 20' EXISTING jV 55' EXISTING PUBLIC UTILITY I 1 0 I I PUBLIC UTILITY EASEMENT PER PLAT (3582/295) 1 � I I PER PLAT 1 (3582/295) 1 17.28' .8i � _ P- 10.00' 5.00' 123.25' 17.28 101.30' 100.08' 1/2" I.R. FOUND S56 1 9 " 1 3 ~ 374.18 \ 5 / I \ I.R. FOUND B D rive I �� 60 R.O.W. I \ I' REP SCALE: 1 "=40' CURVE TABLE C URVE LOT 7, LLLOCK 3 LENGTH RADIUS DELTA TANGENT L.O. BALL - MEMOWAL SUBDIVISION cr :o N33'40'47"W C1 172.95' PHASE 2 rn 87.17' 172.26' S2449'56 "E 15.00' M0: %0 47.12' 30.00' 90'00'00" TOIvIMIE B CARTER CHILDREWS TRUST � N N11'19'13 "E Lt 1 C3 VOL 4624, PG. 277 0, TN,, 0 0;! o _ 90'00'00" 55.00' 77.78' S11 19'13"W � z.z z �z:oz C4 1 11.06' 24.50' 25'52'33" M c�;(n o 1/2" I.R. FOUND _ -33 3 0 1 11 5 5o - E , 430 -- 8- �- 5 %• •- 120:07' 67.50' 139.12' 511'19'1 3"W ' C6 Z 5.00' .0.007 ' 156.63' 8:05' -- ------- - - - - -W I- -- - - ------ - - - - -- _- C7 15.56' 24.50' ° ( 15' PRIVATE -- - - -- -- - T5.30' 20' EXISTING PUBLIC UTILITY O 4; 20' P.U.E. Z) CZ DRAINAGE w W I EASEMENT 20' EXISTING 42.50' EASEM PER PLAT (3582/295) ' �I U ( GO g�a PUBLIC UTILITY EASEMENT C9 15.77' OI.Z. PER PLAT v '8A (3582/295) 8:17' 15.50' S74 45'38 0.42 2 - 4 $ AC. �) :I y. _.. C 18,176 SF 0.44 AC. °° 8C I . mI �L.a 19 SF O 0:51 - -AC. I N to .. . h 22,251 SF S R I I W I ACCESS EASEMENT `1 _ (WIDTH VARIES, _ 8 F EASEMENT 25' TYPICAL) O �2i N56'19'13'E 126.60' _ N _ __ - � - _ 58'19'13 - -- - -_C4 C; O q I a - - CQ A I _- _A56'19'13"E 26.60'. --- - - - - -- 5. , _2T1t.32' - - - - - - - -- � S O3 �,�"' -�Ir` 25. 80'. 68.58' � _ 137.00' ... _ 20 P.U.E. - - 6 1 '13" 'E 210.57' O/ . .0.I Q Iw ro �Sr' N56'19'13'E 2 10' Di I - --- - - - - -- -- -- ------------ - - - - -- - - - - -- - - -- ------- - - - - -- �/-A �- _. - -_ -�( �N56'19'13'E 194.70' 0 9N I 1913 E 113.53 ; gnI _ _ I ► : I o N56'19'13'E- 170.57' N CD BELMONT PLACE . - - - � ' - �'- - - PHASE 2 I o TZ z z COLLEGE STATION 4 i I► I $ 20' P.U.E. � HOSPITAL, L.P. I i� wI I 1 ZONED R -4 1t �C) 8F ACCESS EASEMENT I Z j I, o (WIDTH VARIES, I I .°l �' '-) I 0.5® AC. CA) iIp I ' 25' TYPICAL) i I co i i$ t-9 Z ° Z �i f 1 /2 FOUND 0 I,Z C C D d 5/$ ,P I.R. FOUND IU �I� I I 21,841 SF: 1- co N 8D 11 10 I$ I 0.47 AC m 1 � iti .0 0 ® 0 0.41 AC. , j 20,296 ST' I 0) I I I '0 15' PRIVATE SF Iw IW I 15' P.U.E. Cfl I(A t Iw IO DRAINAGE EASEMENT 20' EXISTING jV 55' EXISTING PUBLIC UTILITY I 1 0 I I PUBLIC UTILITY EASEMENT PER PLAT (3582/295) 1 � I I PER PLAT 1 (3582/295) 1 17.28' .8i � _ P- 10.00' 5.00' 123.25' 17.28 101.30' 100.08' 1/2" I.R. FOUND S56 1 9 " 1 3 ~ 374.18 \ 5 / I \ I.R. FOUND B D rive I �� 60 R.O.W. I \ I' REP SCALE: 1 "=40' 0 I \ I \ I \ I \ I \\ I I I A LOT-." OT \ It LINE EA SEMENT1 LINE 0.08' \ REPLAT / BOUNDARY / INSET "A" N.T.S. 'V LINE -TABLE CURVE TABLE C URVE LENGTH LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING N33'40'47"W C1 172.95' 560.00' 1T41'41" 87.17' 172.26' S2449'56 "E 15.00' C2 47.12' 30.00' 90'00'00" 30.00' 42.43' N11'19'13 "E Lt 1 C3 86.39' 55.00' 90'00'00" 55.00' 77.78' S11 19'13"W N33'40'47"w C4 1 11.06' 24.50' 25'52'33" 5.63' 10.97' N4322'57 "E C.5 ° 106.03' 67.50' 90 67.50' 95.46" 511'19'1 3"W ' C6 15.56' 24.50' 36'23'07" 8:05' 15.30' N1529'14"W C7 15.56' 24.50' 36'22'53" 8.05' T5.30' S51'52'13 "E C8 66.76' 42.50' 90'00'00" 42.50' 60.10' S11 *19'13"w C9 15.77' 24.50' 36'52'50 ". 8:17' 15.50' S74 45'38 0 I \ I \ I \ I \ I \\ I I I A LOT-." OT \ It LINE EA SEMENT1 LINE 0.08' \ REPLAT / BOUNDARY / INSET "A" N.T.S. 'V LINE -TABLE LINE LENGTH BEARING L1 86.62' S33'40'47 "E L2 35.40' N33'40'47"W L3 15.00' N56'19'13 'E L4 15.00' N33'40'47"W L5 15.00' N36*19'13 "E L9 10.00' N561 9'13 "E L10. 10.00' N56'19'13 'E Lt 1 15.40' 533'40'47 "E L12 15.40' S33'40'47 "E L13• 1 N33'40'47"w L6, L7 & L8 HAVE BEEN OMITTED. L.O. BALL MEMORIAL CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered Public Surveyor No. 4502, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual, survey of the property and that the property markers and monuments were placed under my supervision on the ground. Brad Kerr, R.P.L.S. No. 4502 b�•oZ' SUBDIVISION, PHASE 2 LOT 8, BLOCK 3 2.748 ACRES ROBERT STEVENSON SURVEY, A--54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1' =40' AUGUST, 2004 REV. SEPTEMBER, 2004 OWNER /DEVELOPER ENGINEER Dennis Husfeld & Rostell Chapman 420 Tarrow Street College Station, Texas 77840 (979) 255 -3788 TEX �O�N SURVEYOR: General Contractors Brad Kerr, RPLS No. 4502 Ginger L. Urso, P.E. Kerr Surveying, LLC 1707 Graham Road P.O. Box 269 College Station, Texas 77841 College Station, Texas 77845 (979) 268 -3195 (979) 690 -7711 -3.0 tI:15 .55 5/8" I.R. FOUND i I LOT 7, BLOCK 3 LO. BALL MEMORIAL SUBDIVISION PHASE 2 TOMMIE B CARTER CHILDREN'S TRUST VOL 4624, PG. 277 N57 °49' 17 "E - 430.76' PLAT CALL N57`49`17 ` E • 430.83' MEASURED 20' P.U.E. 20' P.U.E. , �N-P �7D I r1i 17 M R= 30.00' 20' P.U.E. D= 90'00'00 55' P.U.E L= 47.12' T= 30.00' LC= 42.43' 105.00' CB =S 11' 19 13 "W S56 19' 13 "W - 374.18' MEASURED SWT9'13 "'W' _ 374.11 Y - PLAT CALL B ingl�am • ORIGINAL FINAL• PLAT CERTIFICATE OF OWNERSHIP AND DEDICATION VOL. - SCALE: VOL. ��$�' P�. 40 ?9� STATE OF TEXAS COUNTY OF BRAZOS I, Rostell Chapman, Owner and Developer of the tract of land shown on this plat and conveyed in Volume 4484, Page 307 of the official records of Brazos County, and designated herein as Lots 8A thru 8F, Block 3 of the L.O. Ball Memorial Subdivision, Phase 2; 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 places thereon shown for the purpose acrd consideration - therein expressed. Rostell Chapman, Owner STATE OF TEXAS COUN - TY - OF BRAZOS - Before. me, the undersigned authority, on this day personally appeared Rostell Chapman known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of 20 Notary Public, Brazos County , Texas CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, , Dennis Husfeld, Owner and Developer of the tract of- land- - shown- on this- plat and. conveyed in Volume 4484, Page 307 of the official records of Brazos County, and designated herein as _Lots 8A thru 817,..81ock 3 of the L0. Ball Memorial Subdivision, Phase 2, 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. County Clerk - Brazos County, Texas APPROVAL OF PLANNING AND ZONING COMMISSION I, - , Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the day of , c Chairman CERTIFICATE OF CITY ENGINEER I, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station, Texas. City Engineer Dennis Husfeld, Owner STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Dennis Husfeld 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. Given under my hand and seal on this day of , 20 LEGEND PLAT BOUNDARY PROPERTY LINE OO PROPERTY CORNER - - - - - PUBLIC UTILITY EASEMENT - PRIVATE DRAINAGE EASEMENT -------- - - - - -- ACCESS EASEMENT EXISTING PUBLIC UTILITY EASEMENT P.U.E. PUBLIC unLrry--EASEMENT VICINITY MAP CURVE I RADIUS LOT 7 BLOCK 3 L.O. BALL - MEMORIAL SUBDIVISION r CHORD CHORD BEARING C1 172.95' 560.00' Pfj�SE 2 z :n 172.26' S24'49'56 "E C2 47.12' z 90'00'00" �n:5. D= 17'4141" N1 1 * 19' 13 "E C3 86.39' 55.00' CJ r D ro 77.78' L= 1 C4. 11.06' 24.50' z C oI 10.97' N43'22'57 "E T= 87.17' 106.03' 0 90 KZ.ZZ 95.46" S11'19'13"W C6 LC= - "E 24.50' 36'23'07" x;z:vz 0.N c> C � N15 *29'14"W C7 CB =S24 4956 24.50' 36'22'53" 8.05' o S51'52'13 "E' 1/2" I.R. FOUND. _ - 57 1 - �_. 50 -33 - E 430-983 r 60.10' S11'19'13"W C9 15.77' 24.50' 3652'50 ". 8:17' 2 1) 1 / S74'4VWV 1. .. 120:07' I.R. I ( :156.63' FOUND W -------- - N CU 0 LOTS'. BLOCK. 3 ' Cj► � ° I o - r O 20' P.U.E. ZI W DRAINAGE I EXISTING CO PUBLIC UTILITY EASEMENT 2.75 Ac w I W EASEMENT o R1 PUBLIC UTILITY PER PLAT (3582/295) 8B_ ( OI.W_ PER PLAT v $ 60 , Z CD BELMONT PLACE V o i o � =I.�. 0 A PHASE 2 -p COLLE STA ON HOSPITAL, L.P. ZONED R -4 D �D D C Cj r �J 00 D M iPo W 1 (_ �N-P �7D I r1i 17 M R= 30.00' 20' P.U.E. D= 90'00'00 55' P.U.E L= 47.12' T= 30.00' LC= 42.43' 105.00' CB =S 11' 19 13 "W S56 19' 13 "W - 374.18' MEASURED SWT9'13 "'W' _ 374.11 Y - PLAT CALL B ingl�am • ORIGINAL FINAL• PLAT CERTIFICATE OF OWNERSHIP AND DEDICATION VOL. - SCALE: VOL. ��$�' P�. 40 ?9� STATE OF TEXAS COUNTY OF BRAZOS I, Rostell Chapman, Owner and Developer of the tract of land shown on this plat and conveyed in Volume 4484, Page 307 of the official records of Brazos County, and designated herein as Lots 8A thru 8F, Block 3 of the L.O. Ball Memorial Subdivision, Phase 2; 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 places thereon shown for the purpose acrd consideration - therein expressed. Rostell Chapman, Owner STATE OF TEXAS COUN - TY - OF BRAZOS - Before. me, the undersigned authority, on this day personally appeared Rostell Chapman known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of 20 Notary Public, Brazos County , Texas CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS I, , Dennis Husfeld, Owner and Developer of the tract of- land- - shown- on this- plat and. conveyed in Volume 4484, Page 307 of the official records of Brazos County, and designated herein as _Lots 8A thru 817,..81ock 3 of the L0. Ball Memorial Subdivision, Phase 2, 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. County Clerk - Brazos County, Texas APPROVAL OF PLANNING AND ZONING COMMISSION I, - , Chairman of the Planning and Zoning Commission of the City of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the day of , c Chairman CERTIFICATE OF CITY ENGINEER I, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision conforms to the requirements of the Subdivision Regulations of the City of College Station, Texas. City Engineer Dennis Husfeld, Owner STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Dennis Husfeld 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. Given under my hand and seal on this day of , 20 LEGEND PLAT BOUNDARY PROPERTY LINE OO PROPERTY CORNER - - - - - PUBLIC UTILITY EASEMENT - PRIVATE DRAINAGE EASEMENT -------- - - - - -- ACCESS EASEMENT EXISTING PUBLIC UTILITY EASEMENT P.U.E. PUBLIC unLrry--EASEMENT VICINITY MAP NOTES: CURVE I RADIUS LOT 7 BLOCK 3 L.O. BALL - MEMORIAL SUBDIVISION r CHORD CHORD BEARING C1 172.95' 560.00' Pfj�SE 2 z :n 172.26' S24'49'56 "E C2 47.12' 30.00' 90'00'00" �n:5. 42.43' N1 1 * 19' 13 "E NOTES: 1. BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE PLAT RECORDED IN VOL. 3582, PG. 295, AND - AS MONUMENTED`.`ON "THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED C -1, GENERAL COMMERCIAL AND C =2, COMMERCIAL- INDUSTRIAL. 3. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041 CO201 -D, EFFECTIVE DATE: 02 -09 -2000. 4. BUILDING SETBACK LINES TO BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE ARC LENGTHS. 6. THE FINAL PLAT FOR THIS TRACT CAN BE FOUND IN VOL. 3582, PG. 295 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. 7_ MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENTS. WILL BE THE RESPONSIBILITY OF THE LOT OWNERS. 8. A VARIANCE TO SECTION 7.3.C.3, SPACING OF DRIVEWAY ACCESS, OF THE U.D.O. WAS GRANTED ON JULY 20, 2004, BY THE DEVELOPMENT ENGINEER. O 18,176 SF m 19 SF r o.... G ;5�1�.AC. i N. ` .� � 15' PRIVATE ( 19 ( ACCESS EASEMENT ,,,, UQ DRAINAGE - .(� 22,251 SF S'� -�� EASEMENT � ' (WIDTH VARIES, _ o 25' TYPICAL) N56 - 126.60' r r ( __ ____ N56'19'13"E !r 241.32'_ -- J - - -- iac - -- -- =------------- - -- - -- - -- -- -- S / i �8 � -:" fJ5519'13"E - 26.60'. -- -- 7 - 0 • w �' 0' 68.58' S' _ 137.00' � �` CD 20' P.U.E. y��'' G, I Z5 6 - - _ 6 1 '13" E ^� 210.57" - - ® Gi +` ( '` - Iw N56'13 - - : Std, _ 9'1E 2'49 .'40` " t x�l _ _ N - - - - - - - - - - - - - - - /~ �V�a - - - -- -- -- (�NSS•19'13 "E 194.70' - - - -- - - - - -- c9- F • � i1 . r� I ° 19'13" E - 113.53' _ _ �p BELMONT PLACE - -- - a N56'19'13'E_ 170.57' � - - N PHASE 2 l ti 'I / fi r.i:ry _ COLLEGE STATION I o 1! _ - I`' TZ T z Z HOSPITAL, LP. ► ? ./ - 1$�.: „.. 20 P.U.E. - C ZONED R -4 w ' ^ I i � .1 Q co (� ACCESS EASEMENT I z j I? 0 0 VF FOUND (WIDTH VARIES, � W � I0 � (P 25' TYPICAL) i I W i $ y 1 0.50 AC. N .� ► I o I gE ml I , 21 SF C0 N SD I$ .p I$ 0.47 AC. m t g 0.41 AC. ; 1 _' ; j 20,296 SF ��rn ( _� 17,939 SF �w 15' P.U.E. 15' PRIVATE Iv 1 I," f O DRAINAGE EASEMENT STING PUBLIC U j I 55' EXISTING EASEMENT I ( O i I PUBLIC UTILITY -4 EASEMENT PER PLAT (3582/295) io I I PER PLAT 1 5/8 I (3582/295) I.R. FOUND 17.28' .�i I ° 10.00' 5.00' 123.25' 1 17.28 101.30' 100.08' 1/2" I.R. S56 FOUND ~ 374. 1 8-i } \ 5 / 8 " I \ I.R. FOUND Birmingl�am Dve I \� 60 R.O.W. . I.. \ REPLAT I SCALE. 1 -40 \ I \, C.0 RVE TABLE CURVE I RADIUS LOT 7 BLOCK 3 L.O. BALL - MEMORIAL SUBDIVISION 0 cs -o CHORD CHORD BEARING C1 172.95' 560.00' Pfj�SE 2 z :n 172.26' S24'49'56 "E C2 47.12' 30.00' 90'00'00" �n:5. 42.43' N1 1 * 19' 13 "E C3 86.39' 55.00' TOMMIE B CARTER CHILDREN'S TRUST r D ro 77.78' S11'19'13"W C4. 11.06' 24.50' VOL 4621, PG. 277 n N:r- N 10.97' N43'22'57 "E C5 106.03' 67.50" 90 KZ.ZZ 95.46" S11'19'13"W C6 15.56' 24.50' 36'23'07" x;z:vz 0.N c> 15.30' N15 *29'14"W C7 15.56' 24.50' 36'22'53" 8.05' T5 .'30' S51'52'13 "E' 1/2" I.R. FOUND. _ - 57 1 - �_. 50 -33 - E 430-983 r 60.10' S11'19'13"W C9 15.77' 24.50' 3652'50 ". 8:17' 2 1) 1 / S74'4VWV 1. .. 120:07' I.R. Z 139.12 5.00' • 10.00' :156.63' FOUND W -------- - --- - -- ° I i5 PRIVATE - - - - - ` 20' - 20' EXISTING O 20' P.U.E. ZI W DRAINAGE I EXISTING PUBLIC UTILITY EASEMENT .p 'd w I W EASEMENT o R1 PUBLIC UTILITY PER PLAT (3582/295) 8B_ ( OI.W_ PER PLAT v $ �� (3582/295) , Z y 0.42 AC. Cn o i o � =I.�. 0 A 1. BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS SHOWN ON THE PLAT RECORDED IN VOL. 3582, PG. 295, AND - AS MONUMENTED`.`ON "THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED C -1, GENERAL COMMERCIAL AND C =2, COMMERCIAL- INDUSTRIAL. 3. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041 CO201 -D, EFFECTIVE DATE: 02 -09 -2000. 4. BUILDING SETBACK LINES TO BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE ARC LENGTHS. 6. THE FINAL PLAT FOR THIS TRACT CAN BE FOUND IN VOL. 3582, PG. 295 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. 7_ MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENTS. WILL BE THE RESPONSIBILITY OF THE LOT OWNERS. 8. A VARIANCE TO SECTION 7.3.C.3, SPACING OF DRIVEWAY ACCESS, OF THE U.D.O. WAS GRANTED ON JULY 20, 2004, BY THE DEVELOPMENT ENGINEER. O 18,176 SF m 19 SF r o.... G ;5�1�.AC. i N. ` .� � 15' PRIVATE ( 19 ( ACCESS EASEMENT ,,,, UQ DRAINAGE - .(� 22,251 SF S'� -�� EASEMENT � ' (WIDTH VARIES, _ o 25' TYPICAL) N56 - 126.60' r r ( __ ____ N56'19'13"E !r 241.32'_ -- J - - -- iac - -- -- =------------- - -- - -- - -- -- -- S / i �8 � -:" fJ5519'13"E - 26.60'. -- -- 7 - 0 • w �' 0' 68.58' S' _ 137.00' � �` CD 20' P.U.E. y��'' G, I Z5 6 - - _ 6 1 '13" E ^� 210.57" - - ® Gi +` ( '` - Iw N56'13 - - : Std, _ 9'1E 2'49 .'40` " t x�l _ _ N - - - - - - - - - - - - - - - /~ �V�a - - - -- -- -- (�NSS•19'13 "E 194.70' - - - -- - - - - -- c9- F • � i1 . r� I ° 19'13" E - 113.53' _ _ �p BELMONT PLACE - -- - a N56'19'13'E_ 170.57' � - - N PHASE 2 l ti 'I / fi r.i:ry _ COLLEGE STATION I o 1! _ - I`' TZ T z Z HOSPITAL, LP. ► ? ./ - 1$�.: „.. 20 P.U.E. - C ZONED R -4 w ' ^ I i � .1 Q co (� ACCESS EASEMENT I z j I? 0 0 VF FOUND (WIDTH VARIES, � W � I0 � (P 25' TYPICAL) i I W i $ y 1 0.50 AC. N .� ► I o I gE ml I , 21 SF C0 N SD I$ .p I$ 0.47 AC. m t g 0.41 AC. ; 1 _' ; j 20,296 SF ��rn ( _� 17,939 SF �w 15' P.U.E. 15' PRIVATE Iv 1 I," f O DRAINAGE EASEMENT STING PUBLIC U j I 55' EXISTING EASEMENT I ( O i I PUBLIC UTILITY -4 EASEMENT PER PLAT (3582/295) io I I PER PLAT 1 5/8 I (3582/295) I.R. FOUND 17.28' .�i I ° 10.00' 5.00' 123.25' 1 17.28 101.30' 100.08' 1/2" I.R. S56 FOUND ~ 374. 1 8-i } \ 5 / 8 " I \ I.R. FOUND Birmingl�am Dve I \� 60 R.O.W. . I.. \ REPLAT I SCALE. 1 -40 \ I \, C.0 RVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 172.95' 560.00' 17'41'41" 87.17' 172.26' S24'49'56 "E C2 47.12' 30.00' 90'00'00" 30.00' 42.43' N1 1 * 19' 13 "E C3 86.39' 55.00' 90'00'00" 55.00' 77.78' S11'19'13"W C4. 11.06' 24.50' 2552'33" 5.63' 10.97' N43'22'57 "E C5 106.03' 67.50" 90 67.50' 95.46" S11'19'13"W C6 15.56' 24.50' 36'23'07" 8.05' 15.30' N15 *29'14"W C7 15.56' 24.50' 36'22'53" 8.05' T5 .'30' S51'52'13 "E' C8 66.76' 42.50' 90'00'00" 42.50' 60.10' S11'19'13"W C9 15.77' 24.50' 3652'50 ". 8:17' 15.50' S74'4VWV I I V I A I // LOT TiNG I/ UNE EASEMENT` UNE 0.08' 1 REPLAT / BOUNDARY / L6, L7 & L8 HAVE BEEN OMITTED. INSET 11A,II N.T.S. CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS I, Brad Kerr, Registered Public Surveyor No. 4502, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that the property markers and monuments were placed under my supervision on the ground. Notary Public, Brazos County , Texas Brad Kerr, R.P.L..S. No. 4502 CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUI+TY OF -BRAZOS- 4 County. Clerk, in and. for said - county, do hereby certify that this plat together with its certificates of authentication was filed for record in my office the day of , 20 - , in the Deed Records of Brazos County, Texas, in Volume Page WITNESS my hand and official Seal, at my office in Bryan, Texas. SUBDIVISION, PHASE 2 LOT 8, BLOCK 3 2.748 ACRES ROBERT STEVENSON SURVEY, A -54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1' =40' AUGUST, 2004 REV. SEPTEMBER, 2004 OWNER /DEVELOPER Dennis Husfeld & Rostell Chapman ENGINEER 420 Tarrow Street College Station, Texas 77840 T E XLO 979 255 -3788 N SURVEYOR: General Contractors Brad Kerr, RPLS No. 4502 Ginger L. Urso, P.E. Kerr Surveying, LLC 1707 Graham Road P.O. Box 269 College Station, Texas 77841 College Station, Texas 77845 (979) 268 -3195 (979) 690 -7711 i t LINE -T ABLE LINE LENGTH BEARING L1 86.62' S33'40'47 "E L2 35.40' N33'40'47W L3 15.00' N56'19'13 'E L4 15.00' iv33'40'47"W L5 15.00' N56'19'13 "E L9 10.00' N56' 19' 13 "E L10. 10.00' N56'19'13 "E L11 15.40' S33'40'47 "E L12 15.40' S33'40'47 "E L13- f 1.5.40' V N33'40'47"W 0 � 3 A n EXISTING Q�/ERHEPD It LINE ---303— 01) 15 ' PRIVATE 20' EXISTING PUBLIC UTILITY 10 20' EXISTING DRAINAGE -- --4 PUBLIC UTILITY EASEMENT PE 4 EASEMENT SEMENT 8B 18" RCP (PRIVATE) 15 j I � � ,/ AINAGE A PIPE 5 ASEMENT \ ADA RAMP 8C 18" RCP BENCHMARI� ON FIR HYDRANT (PRIVATE) INLET #2 ELEV. 303.08 10' WIDE II T AMP 8 (PRIVATE) ACCESS EASEME T (WIDTH VARIE F III 25' TYPICA --- -- - - - - -- - -- PROPOSED M NHOLE NO. 1 STA. 0+00 BELMONT P-ACE Gr PHASE 2 COLLEGE ST%TION HOSPITAL, L.P. ZONED R--4 E ISTING 8" S IT/ AN AIRY SEWER C D 20' P.U.E. ---- ------------------- S-8 —S-8 —S-8 0 1 0 ACCESS A S M (WIDTH % (W VA 25' TYPIC 8D 00 20' EXISTING 0 PUBLIC AMP UTILITY ADA R I I EASEMENT� ' AMP 0 1 0 0 EXISTING 4 - SIDEWALK T Birn�i 60' O.O.W., 38-,,PA 1 W-8 W-8 —W-8 — S-8 —S-8 - W-8 W-8 —W-81 —\1-8 -8 —S -8 --- �VEXISTING 8" WATERLINE BE REMOVED ADA RAMP L EXIST] G 4' SIDEWALK /W - 8 W-8 ive W-8 —W-8 F 55' EXISTING II I PUBLIC UTILITY EASEMENT JUNCTION I PIPE 1 BOX 1 27" RCP (PUBLIC) PUBLIC) -7--W-8 -W - -W-8 W - 8 S-8 —S-6 —S-8 LIMITS OF 4' SIDEWALK TO BE CONSTRUCTED 30 \ 15 0 SCALE IN FEET (JA 0 ADA RAMP - r. < 00 —W-8 STING 4' 3DEWALK EXISTING STORM DRAIN MANHOLE B —W-8 S-8 - T 00 NOTE* T Y S OWN IS FROM FIELD SURVEY 3 DATA AN AERZJAIL TOPOGRAPHY PREPARED FOR THE CITY F COLLEGE STATION IN 1994. EXISTING 6' SIDEWALK TO BE REMOVED 0 cI CO X OwA 00 M �. M EXISTING STORM DRAIN MANHOLE W-8 —W-8 8 —S-8 - I? SHOPPING DEVELOPME1 W-8 —V-8 --W-8 --\h CONSTRUCTION NOTES: LEGEND THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON AUGUST 19, 2004. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. z 39: 0 (n V) r LJ Cn :2 0 U) < m w M0 I W It Lij Z Z 0 1s 0 < < - Cn L'i 0 of UJ -J U) 0 a Ll- -300 EMS TING CONTOUR (MAJOR) — 301 — EXISTING CONTOUR (MINOR) — — — — PROPOSED EASEMENT LINE PROPOSED STORM SEWER INLET PROPOSED STORM PIPE 0 130 UNDARY PROPERTY LINE — S - 8 PROPOSED SANITARY SEWER LINE — W - 8 PROPOSED WATERLINE . FH`I FIRE HYDRANT Im GATE VALVE 0 SANITARY SEWER MANHOLE HANDICAP RAMP E . PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE SIDEWALK PROPOSED CONCRETE 0 . ) SIDEWALK (0 CONCREFE SIDEWALK TO EMSTING REMOVED BE INLET PROTECTION -0 FLOW DIRECTION 1. The Contractor shall be responsible for verifying the exact location of all existing underground utilities. Notifications of the utility companies 48 hours in advance of construction is required. Dig Tess (800) 344-8377 TXU Gas (979) 774-2501 COX Communications (979) 846-2229 Verizon (800) 344-8377 2. All construction shall be in accordance with the current City of Bryan/College Station Standard Specifications for Water & Sewer Construction. All construction shall be coordinated with the City Engineer's office. 3. The construction shall comply with OSHA Standard 29 CFR Part 1926 Subpart P for trench safety requirements. 4. Project Benchmark: Top of nut on existing FH, Elevation = 303.08. z 0 U') 00 • 0 0 Ta L- -11— C X 4) o1-- 0 D E . a -#-- C3 0 . ) • (0 LU 0 -0 (D 0 SHEET 1 OF 5 PIPE 3 -8 S-8 S-8 % 7? 24" RCP (PRIVATE) -I -- - - - - - - - - -- INLET BE 2 PROPOSED INLET 4 (PRIV MANHOLE NO. 2 STA. 2+70.97 8E ,0 I 15' PRIVATE DRAINAGE iv /I EASEMENT �) I �4 PIPE 2 15' P. U.E. 27" RCP (PRIVATE) EXISTING 4' SIDEWAL TO II z 0 fy- U) U) UJ W 5; 0 > 0 U- Li ry :D 0 DO 0 < VICINITY MAP 4 z • U) > D Z • 0 -0 • 04 W W > U) 0 UL • F- SHEET 1 OF 5 PIPE 3 -8 S-8 S-8 % 7? 24" RCP (PRIVATE) -I -- - - - - - - - - -- INLET BE 2 PROPOSED INLET 4 (PRIV MANHOLE NO. 2 STA. 2+70.97 8E ,0 I 15' PRIVATE DRAINAGE iv /I EASEMENT �) I �4 PIPE 2 15' P. U.E. 27" RCP (PRIVATE) EXISTING 4' SIDEWAL TO II z 0 fy- U) U) UJ W 5; 0 > 0 U- Li ry :D 0 DO 0 < VICINITY MAP 4 i PHASE ALLEGE ST 110 IOSPITAL, P. ZONED R 4 PIPE 5 18`' RCP (PRJVATE) 8D CONSTRUCTION EXIT SILT FENCE O . ,/ Birmin CONSTRUCTION NOTES: 1. The Contractor shall be responsible for verifying the exact location of all existing underground utilities. Notifications of the utility companies 48 hours in advance of construction is required. Dig Tess (800) 344 -8377 TXU Gas (979) 774 -2501 COX Communications (979) 846 -2229 Verizon (800) 344 -8377 2. It is the responsibility of the Contractor to use whatever means necessary to minimize erosion and prevent sediment from leaving the project site. 3. The Contractor is responsible for inspecting and maintaining the erosion and sediment control devices. Inspections shall be done every 14 days and after every rainfall event of 1/2" or more 4. The construction shall comply with OSHA Standard 29 CFR Part 1926 Subpart P for trench safety requirements. 5. Project Benchmark: Top of nut on existing FH, Elevation = 303.08. GRADING AND PAVEMENT CONSTRUCTION NOTES 1 M AH CONCRETE FOR INIMUM 28 DAY COMRESSEV STRENGTH C OFF 3000 PSHW A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 20 PERCENT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABLIZED TO A MINIMUM DEPTH OF 6 ". THE AMOUNT OF LIME TO BE ADDED TO THE SOIL IS APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION ( TXDOT). STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGES, ITEM 260, WITH THE ADDITIONAL REQUIREMENT OF A MIMIMUM OF 607* OF THE SOIL PASS THE NO. 4 SIEVE PRIOR TO COMPACTION. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT BETWEEN OPTIMUM AND 3% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND SLURRY." PIPE 18" RCP (PRIVATE) INLET #2 N 10' WIDE III (PRIVATE) INLET # 5' `ddDe (PRIVATE) d CON R CTION EXIT KR ER SHOP LNG r CENTS 58 DEVELOP ENT C 0 0 0 � CD 27" RCP �\ (PRIVATE) • -x-300 PIPE , 27" RC (PUBLIC g:o 3 24" RCP (PRIVATE) JUNCTION BOX 1 (PUBLIC) / LIMITS OF 4' SIDEWALK TO BE CONSTRUCTED 40 20 b- 40 SCALE IN EXISTING OR PROPOSED PUBLIC ROAD OR STREET • • • • • • • • • •! • • • • • ! • • • • • • • •! i •,!,• •,!, !, a • ! ! .,, s .,., l,.,.,.,.,.,.,.,.,., /,.,.,.,.,. OX-0 , ! , ! , ! , ! , ! ,. , !, ! , ! , !, ! , ! , ! , !, a ►, !, ! , a •, !,!,!,!,!,!,!,!,!,!,ll,.,llllla ,,, , a ►, ! ,. , ! 0 0,1 , !, !, ! , !, !, !, ! , ! , !, a ►, ! , a • , • , • , • , ••••• • • • • • • • • • • • • • • • • !,!,•,la [01 01 a 6011 - • •CSI- t.C+III VICINITY MAP SILT EXISTING STORM DRAIN MANHOLE F EXISTING STORM DRAIN MANHOLE NOTE: TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 1994. r �, LEGEND �6 -0' MIN. HANDICAP RAMP DETAILS AT A CORNER NTS SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES(1 /8" DEEP, 1/2" TO 3/4" WIDE, SPACED 3/4" TO 2" APART) GROOVES SHALL BE CONSTRUCTED SO THAT THEY DO NOT HOLD WATER. DARK SHADING INDICATES LIMITS OF COLORED CONCRETE. RAMP SHALL BE "BRICK RED" IN COLOR. 1' -0' STANDARD CURB - -- #4 BARS, 18" O.C.E.W. CONCRETE PAVEMENT .4 �,i ..'--• �' .•r , Y' 4. < � � �-". a �J 6' LIME STABILIZED SUBGRADE TYPICAL CONCRETE PAVING SECTI ❑N NTS SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR 5/8" DIA. X 18 ", 12" O.C. 3/4" (COATED W /HEAVY GREASE) 6 . NON— EXTRUDING JOINT FILLER ETAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSI ❑N JOINT TO BE SPACED AT 60' MAX. INTERVALS NOTEcEXPANSION JOINT SEALANT TO BE SONCIB13RN SL -1 OR APPROVED EQUAL. NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 100' APART AND AT ALL CURVE PC' S 8 PT' S. 3 - #5 X 18' SMOOTH DOWELS SHALL BE USED AT EACH EXPANSION JOINT. SAWED OR FORMED, SEAL WITH JOINT MATERIAL 3/8" TO 1/2" SMOOTH DOWEL BAR 5/8" DIA. X 18 ", 18" O.C. (COATED WITH HEAVY GREASE) CONTRACTION JOINT CONTRACTION JOINTS SHALL BE AT 20' MAX. SPACING NOTEi EXPANSION JOINT SEALANT TO BE S13NOBEIRN SL -1 OR APPROVED EQUAL, STANDARD OR — LAYDOWN CURB 2' - 2 -5% ' THICK (MIN) REINFORCED CONCRETE SIDEWALK 4' 1/4' PER V (MAX) T. L COMPACTED SUBGRADE CONCRETE SIDEWALK TYPICAL SECTION N.T.S. #3 X 12' O.C.E.W. SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR 1/2" DIA. X 18 ", 12" O.C. 3/4" (COATED W /HEAVY GREASE) LIGHT BROOM FINISH .L JOINTS TO BE TOOLED 4• 1/4" TO 1/2' DEEP NON — EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR SIDEWALK EXPANSION JOINT SIDEWALK CONTRACTION JOINT TO BE SPACED AT 60' MAX. INTERVALS CONTRACTION JOINTS SHALL BE NOTE, AT SAME SPACING AS SIDEWALK WIDTH EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. 6' LIME STABILIZED SUBGRADE CEMENT CONCRETE �— FINISHED CROWN AT CENTERLINE IS 3' ABOVE THE GUTTER FLOWLINE TYPICAL 24' DRIVEWAY AND 3' BELOW TOP. OF Ct?RB SECTION NTS 1 L_ Q . -STANDARD CURB SAND CUSHION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON AUGUST 19, 2004. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. W O In N D a U)�� Q �' N m� m�W zz o J � C7 <c ¢ ) LLJ U Of W -J U)a0 Ll- Z O F- O_ (n U) W zw 0 0 Cr_ Of > 0 LL- LtJ o fy UJ V) U) O F- I — 0 1 00 1 0 HAY BALES AND SILT FENCE TO STAKES -6' SPACING OR BE USED IN AREAS OF CONCENTRATED "T" POSTS -10' SPACING DRAINAGE FLOWS. WIRE FENCING TO SILT FENCE FABRIC PROVIDE SUPPORT STAKES-1"x2" 2 PER BALE TO FABRIC DIRECTION OF FLOW SILT FENCE FABRIC U WIRE FENCING TO EXISTING GROUND PROVIDE SUPPORT TO FABRIC v DIRECTION OF FLOW 4- EXISTING GROUND BURY BOTTOM FLAP 12" MtN. DEPTH 4" O BURY BOTTOM FLAP 12" MIN. DEPTH SILT FENCE NTS SILT FENCE W/ W HAY BALES v NTS VICINITY MAP SILT EXISTING STORM DRAIN MANHOLE F EXISTING STORM DRAIN MANHOLE NOTE: TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 1994. r �, LEGEND �6 -0' MIN. HANDICAP RAMP DETAILS AT A CORNER NTS SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES(1 /8" DEEP, 1/2" TO 3/4" WIDE, SPACED 3/4" TO 2" APART) GROOVES SHALL BE CONSTRUCTED SO THAT THEY DO NOT HOLD WATER. DARK SHADING INDICATES LIMITS OF COLORED CONCRETE. RAMP SHALL BE "BRICK RED" IN COLOR. 1' -0' STANDARD CURB - -- #4 BARS, 18" O.C.E.W. CONCRETE PAVEMENT .4 �,i ..'--• �' .•r , Y' 4. < � � �-". a �J 6' LIME STABILIZED SUBGRADE TYPICAL CONCRETE PAVING SECTI ❑N NTS SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR 5/8" DIA. X 18 ", 12" O.C. 3/4" (COATED W /HEAVY GREASE) 6 . NON— EXTRUDING JOINT FILLER ETAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSI ❑N JOINT TO BE SPACED AT 60' MAX. INTERVALS NOTEcEXPANSION JOINT SEALANT TO BE SONCIB13RN SL -1 OR APPROVED EQUAL. NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 100' APART AND AT ALL CURVE PC' S 8 PT' S. 3 - #5 X 18' SMOOTH DOWELS SHALL BE USED AT EACH EXPANSION JOINT. SAWED OR FORMED, SEAL WITH JOINT MATERIAL 3/8" TO 1/2" SMOOTH DOWEL BAR 5/8" DIA. X 18 ", 18" O.C. (COATED WITH HEAVY GREASE) CONTRACTION JOINT CONTRACTION JOINTS SHALL BE AT 20' MAX. SPACING NOTEi EXPANSION JOINT SEALANT TO BE S13NOBEIRN SL -1 OR APPROVED EQUAL, STANDARD OR — LAYDOWN CURB 2' - 2 -5% ' THICK (MIN) REINFORCED CONCRETE SIDEWALK 4' 1/4' PER V (MAX) T. L COMPACTED SUBGRADE CONCRETE SIDEWALK TYPICAL SECTION N.T.S. #3 X 12' O.C.E.W. SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR 1/2" DIA. X 18 ", 12" O.C. 3/4" (COATED W /HEAVY GREASE) LIGHT BROOM FINISH .L JOINTS TO BE TOOLED 4• 1/4" TO 1/2' DEEP NON — EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR SIDEWALK EXPANSION JOINT SIDEWALK CONTRACTION JOINT TO BE SPACED AT 60' MAX. INTERVALS CONTRACTION JOINTS SHALL BE NOTE, AT SAME SPACING AS SIDEWALK WIDTH EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. 6' LIME STABILIZED SUBGRADE CEMENT CONCRETE �— FINISHED CROWN AT CENTERLINE IS 3' ABOVE THE GUTTER FLOWLINE TYPICAL 24' DRIVEWAY AND 3' BELOW TOP. OF Ct?RB SECTION NTS 1 L_ Q . -STANDARD CURB SAND CUSHION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON AUGUST 19, 2004. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. W O In N D a U)�� Q �' N m� m�W zz o J � C7 <c ¢ ) LLJ U Of W -J U)a0 Ll- Z O F- O_ (n U) W zw 0 0 Cr_ Of > 0 LL- LtJ o fy UJ V) U) O F- I — 0 1 00 1 0 SHEET 2 OF 5 L O 0 d• 000 o_ U 0 O v oes -+- r- -v 4) a� O `- U CL E O� W J v y� �aIX WD'- L N 0) m Z O W 6 O 0) Q o 1 U o v° °: SHEET 2 OF 5 Z o_ oes m Z CL W J Q �aIX WD'- 0� m Z O W 6 O _ V Q o Q Z m N W Q O .1 vo Q w J 0 0 J V W Q W SHEET 2 OF 5 Cb Horizontal Alignment PI Station Report. Deem 8* Sewer Line S-1 PI Station Northing Easting Distance Direction - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0+00 3800.5448 4952.0447 EXISTING 8" 1 270.9748 N 56-19-13 E 2+70.97 3950.8138 5177.5365 co SEWER LINE n EXISTING 8 Cu • WATERLINE 8B 0.42 AC. 8A 18,176 SF 0.44 AC. 19,188 SF Horizontal Alignment PI Station Report. 8C (0 STA. 2+93.06 Co Desc: 8" & 6" Waterline W-1 0.52 AC. 0 INSTALL 2" BLOWOFF PI Station Northing Easting Distance Direction 22 538 SF CY) ASSEMBLY -------------------------------------------------------- , + 04-00 3845.8695 5249.9748 KR 0 0 C 1+20.66 3778.9586 5149.5691 120.6581 S 56-19-13 W f A - - - - - - - - - - - - - - - - - - - - - - - OD U-1; CEN 172-4001 N 33-40-47 W pe 2+93.06 392.2.4214 5053.9647 DEVELO T P OPDSED ---------- --- - - - - - - - - - - - - - - - - - ---- ;-4 MANN LE NO. 1 - - - - - - 1 7 1 31+00 1+00 2+00 97 STA. 3+00 T 01) PHASE .? 1MONT P _ACI(Er ..... ...... - - - - - - - - - - - LLEGE ST %TION ,P. . 2 j PROPOSED . . . . . . . . ... .. OSPITAL, L ZONED R-4 MANHOLE NO. 2 8E STA. 2+70.97 0.47 AC. 8 F .......... . . . . . . . . . . . . . . . . 20,296 SF 0.50 AC. SEWER LINE S 1 21,841 SF CIO ............... ...... 8D STA 1+20.66 0.41 A.C. . WATERLINE W-1 ao 17,652 SF �D 8"X6" M.J. TEE W/ 8 M.J. REDUCER TO FIRE HYDRANT ASSEMBLY NO. 1 TC=299.31 - g - TX - b+u0 -W-11 INSTALL 8" M.J. TEE AND 8 M.J. STA. 1+22.66 GATE VALVE ON EXISTING 8' 6" M.J. GATE VALVE WATERLINE EXISTING STORM DRAIN STA. 3+22.56 MANHOLE f -8 W-8 - 8" M.J. GATE VALVE 00+ 1 0+0 . . . . . . . . . . . . (ON NEW LINE) co EXISTING STORM DRAIN 40 20 0 40 Binningham Difive MANHOLE 60' R.O.W. SCALE IN FEET __W_8 -W-8 -W-8 W-8 - W-8 - W-8 - - W-8 W-8 - W-8 8 W-8 -W-8 -W-8 - S-8 S-8 S-8 - S-8 - S-8 - S-8 - - S-8 - S-8 - S-8 s S-8 -S-8 -S-8 - PROFILE SCALE 1"=40' HORZ. 1 "=4' VERT. 0+00 1+00 PROFILE - 8 SEWER LINE S-1 (PUBLIC) NON--STRUCTURAL u') Do HON-STRUCTURAL NON-STRUCTURAL r" (-... -+- U Z C3 aACKFILL E ACKFILL BACKFILL 0 ce- (/) STRUCTU RAL P... + STRUCTURAL BACKFILL BACKFILL MANHOLE. NO. 1 CD11-1 (D NOTE. STA. 0+00 0 = U j (1) a + + C) TOP OF MANHOLE = 301.61 IS MANHOLE NO. 2 0 LL_ 0 BASED ON FIELD STD. 4' DIA. MANHOLE c6 LLJ a LU STA. 2 f-70.97 CL Cj) 0 TOP OF MANHOLE = 299.91 304 EXISTING Z C/) F_: C14 304 RCP 304 Z - 0<_j Cj)_j - M 304 -ro PIPE 2 EXISTING LJL 0 6" %AATERLINE < 3 24" RCP W GROUND W -1 Z 1 296 = 00 06 = iR LO 296 6" MIN w 04 PIPE 2 M C5 106.74 LF OF 8" 24" RCP 140.23 LF OF 8 PIPE, 0 0.40% a 0.412% 06 LO " 4- - 0 �-INSTALL 20' JOINT OF PIPE (0 11 6l ull 0) ASTM D-224-1 (MIN. 150 PSI) 04 0) N V) C 0) C14 -':� 11 CENTERED UNDER WATERLINE W Z C l­_ C5 Z Lu I i SPECIAL CEMENT II Ld _j 288 0 SAND BACK LL _j 0 288 (SEE NOTE -3) _17 Z _j < :E Lli U) 296 BURY < I LLI 0.10 th Lu 00 v > 1141145 > 6" MIN. 0 0017 1.23% fl- W uj r- W uj Znn 0) (n 0) 4 OF r-=.g 0) PIP!-_ OVER - 0 U) bi-clq- T< C14 U) + of L SE R LINE + 0 W 11 :D 0) 0) 0) 0) 0) N 0 3: W r- 0) C,4 C� W < F- Z 0 0 0) n- .00 0 0) n C5 0 0) vi �4_ < 0) l­_ (n 6 __ n 0 0) 't < 0 U) _j S-1 (n _j _j Z LL_ LL_ N C14 C14 04 U) I (0 I C%j V) LL_ (0 I 0+00 1+00 PROFILE - 8 SEWER LINE S-1 (PUBLIC) 0+00 1+00 2+00 PROFILE - 8" & 6" WATERLINE W-1 (PUBLIC) NOTE: EXISTING GROUND PROFILE SHOWN IS BASED FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 1994. SEWER LINE PIPE MATERIAL PVC, SDR-26, (ASTM D-3034) OR PVC CONFORMING TO ASTM D2241 SDR 26, CLASS 160. NOTE: 1. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. 2. REFER TO PLAN VIEW FOR SEWER SERVICE LINE LOCATIONS. 3. WHERE SPECIAL CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABILIZED SAND SHALL HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE WASTEWATER MAIN OR LATERAL AND EXTEND 1' PAST THE JOINT AT EACH END OF THE SEWER PIPE. WATERLINE PIPE MATERIAL PVC, DR-14 (AWWA C-909, CL. 200) REFER TO WATERLINE DETAILS SHEET FOR DETAILS AND EMBEDMENT REQUIREMENTS NOTE: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 3. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. NO SPLICES ARE ALLOWED IN THE TUBING FOR THE WATER SERVICES. 4. ALL BENDS SHALL BE RESTRAINED TO THE PIPE AND BLOCKED TO UNDISTURBED SOIL. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON AUGUST 19, 2004. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. Z 3: 0 7- 0 < M MO uj L ij Z Z 0 _j 3: 0 < < En uj 0 of bi Z 0 ry 0 3�: U) U) uj z 11-1 > 0 Ff J 0 > Li ry LLI U) U) O Lul F- 0) O 00 0 am 0 0 u') Do HON-STRUCTURAL r" (-... -+- U Z C3 t ' O C BACKFILL 0 ce- (/) STRUCT RAL P... + STRUCTURAL 0 CD BACKFILL co BACKFILL CD11-1 (D NOTE. Q C) 0 = U j (1) a + + C) EXISTING GROUND PROFILE SHOWN IS LL- 0 LL_ 0 BASED ON FIELD SURVEY DATA c6 LLJ a LU II-- ~< �- CL Cj) 0 - 0 PIPE 5 Z C/) F_: C14 of 18" RCP 304 Z - 0<_j Cj)_j - M 304 -ro EXISTING LJL 0 W !� < 3 W GROUND Z CL = 00 06 = iR LO w 04 PIPE 2 M C5 24" RCP o6 10 06 LO " 4- (000 -L. (0 11 6l ull 0) N V) C 0) C14 -':� 11 C l­_ II V) U- _j 4' MIN. U) ''- 296 BURY 0.10 th 296 v 1141145 6" MIN. 1.23% CEN _ER 20' JOINT OF PIP!-_ OVER - SE R LINE 8" SE LINE S-1 288 288 to 03 00 0 0Z l­_ >_ 0 W 0 - 7P 71 < O cn ir _j WM Q M co fe to (n < 0 14i to W p X 04 :) W a (n 0) C14 W (n W 0) W ol u- Z W (n W 11 - u j - 110 0 ILA 0 - U- uj W 2; ww' I R 0 -Z M< CO co CD (0 0 a3 0 0-J* _j Z 0 0 It C14 mg 10 5� C � 04 < W 0 04 U) _j 00 00 P- V 5 Y) " U) C'1 r1i 0 + _j 0 + ;� W __ W Z :g C + 4 - r x 3: woo r W 00 + 4 + . Lo + to N +_j 04 _J 0)Q C14 U) fn << � Z 03: Z 00 0 CD C14 M 04 in W -M LL_ 0) 04 C Z co (1- in 0+00 1+00 2+00 PROFILE - 8" & 6" WATERLINE W-1 (PUBLIC) NOTE: EXISTING GROUND PROFILE SHOWN IS BASED FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 1994. SEWER LINE PIPE MATERIAL PVC, SDR-26, (ASTM D-3034) OR PVC CONFORMING TO ASTM D2241 SDR 26, CLASS 160. NOTE: 1. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. 2. REFER TO PLAN VIEW FOR SEWER SERVICE LINE LOCATIONS. 3. WHERE SPECIAL CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABILIZED SAND SHALL HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE WASTEWATER MAIN OR LATERAL AND EXTEND 1' PAST THE JOINT AT EACH END OF THE SEWER PIPE. WATERLINE PIPE MATERIAL PVC, DR-14 (AWWA C-909, CL. 200) REFER TO WATERLINE DETAILS SHEET FOR DETAILS AND EMBEDMENT REQUIREMENTS NOTE: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 3. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. NO SPLICES ARE ALLOWED IN THE TUBING FOR THE WATER SERVICES. 4. ALL BENDS SHALL BE RESTRAINED TO THE PIPE AND BLOCKED TO UNDISTURBED SOIL. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON AUGUST 19, 2004. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. Z 3: 0 7- 0 < M MO uj L ij Z Z 0 _j 3: 0 < < En uj 0 of bi Z 0 ry 0 3�: U) U) uj z 11-1 > 0 Ff J 0 > Li ry LLI U) U) O Lul F- 0) O 00 0 am SHEET L"7 OF 5 0 0 u') Do r" (-... -+- U Z C3 CF) ' O C X o1-- 0 ce- (/) E . _ P... + > 0 CD N 0m co 0 CD11-1 (D W Q C) 0 = U j (1) a + SHEET L"7 OF 5 C-0 (-... 0 Z CF) ' O C5 00 (/) P... + > N N 0m 0 C) W Q C) U j (1) a + + C) 0 W 0 Mz 0 M c6 W W LU II-- ~< �- CL Cj) OF- 06 Z C/) W C13 Will W Z Z - 0<_j Cj)_j - M i -ro LJL 0 W !� < 3 W (/)C.0 CL = 00 06 = iR SHEET L"7 OF 5 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON AUGUST 19, 2004. IT IS NOT TO BE USED FOR BIDDING OR TO CONFORM TO 'MODIFIED INLET' CONSTRUCTION THROAT & CONNECTION TO CURB MACHINE SUR —6" PURPOSES. CONNECT TO 'MODIFIED 2-1/2- #4 BARS 12 O.0 A D 16" 'NSINGLE INLEr #3 BARS 16" O.C. DOWEL EXPANSION JOINT 0 0 (f) U) S CORM NO DEPRESSION AT GUTTER M BARS 3 NO up \ UP U) V) cls! NO. 4 BARS 12' O.C. 22-1/4* w (0) 2e NO. 4 BAR, 1.5* COVER LINE OF NORMAL CURB & GUM 0 .32" Ill v k0l m 0 16 L uj Z F R3 791 6 if < < (n Ld 21 o ry w --j 2 " BLOCK OUT FOR 0 (n 0 0 LL- EXTENSION WHERE LAP . IN. W 6 REQUIRED APPROX. GRATE CAN BE #4 BARS 12 O.C.E.W. WEIGHT FURNISHED 3' W NO. 3 BARS k RING - 17 COVER - 2%# PATTERN 400-24 VARIES 6"— MANHOLE RING AND COVER - 3' 2" 1 —.3 1 14 W RS 12" O.C.EW. 2 1 c NO. 4 BARS 12' O.C.E.W 5 0 �" STORM SEWER 0 RING AND COVER F- 6 NO. 4 BARS 12" O.C.E.W SECTION A—A O_ VARIES cy- 2' (n w w > MANHOLE RING A—A 5'-0" EXTENSION 0 W AND COVER A FOR MODIFIED U' w 0 SINGLE INLET 5; Li RECESSED INLET STRUCTURE ry N.T.S. U) N.T.S. 0 A PROPOSED GRADE < co 16" 1 2" ALL #4 BARS q) SELECT MATERIAL ol I I I I cr 0 a 0 12" C-C BOTH WAYS MATERIALS FOR EMBEDMENT - KEY 3'-6 6' SELECT MATERIAL b NORMAL TRAVERSE SLOPE --�. T 1 *_10 MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF PIPE SELECT MATERIAL z 3 " ROCKS. LUIMPS 6' STD. INCHES IN LARGEST DIMENSION. COMPACTION OF THE IN. 5'-0" AND FRAME (24"DIA) MATERIAL SHALL BE TO AT LEAST 90% OF THE MAX. DRY (SPADE By D PLACE, 6' MIN. 6' -698 AT A MOISTURE ALL MATERIALS SHALL CONFORM DENSITY AS DETERMINED BY ASTM D TO FILL ALL VOIDS AROUND O.D. + l'-O" CAST IRON MANHOLE COVER 0 He CLODS, OR DEBRIS LARGER THAN TWO (2) ­7 r-5,17 CONTENT OF -2 BELOW TO +4X ABOVE THE OPTIMUM MOISTURE PIPE. MANUALLY CONSOLIDATE.) 4 -_4 - __ 5 ' TRANSITION FOR TO COLLEGE STATION STANDARD CONTENT OF THE MATERIAL 0. PIP L0 GUTTER DEPRESSION 4 UN IFO R M THE TRENCH 807TOM SHALL BE 0 1 SPECIFICATION NO. 71 (g) GRANULAR MATERIAL GRADED SO AS TO PROVIDE UN FO �8 MIN.11V MAX. 114" DEPRESSED GUTTER SLOPE MATERIAL SHALL BE BANK RUN SAND WHICH IS FREE AND CONTINUOUS SUPPORT FOR THE 00 0 _4� GUTTER DEPRES M 4' TRANSITION FOR 4 SION MATERIAL AND WHICH. WHEN TESTED By STAN CURB LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 6 OF DETRIMENTAL QUANTITIES OF CLAY. DEBRIS, OR ORGANIC PIPE BARREL BETWEEN BELL HOLES. 45 C3 V) CURB B B MAXIMUM LIQUID LIMIT BEDDING AND BACKFILL FOR 0 6' MAXIMUM PLASTICITY INDEX 15 L_ X �6 " � MAXIMUM PERCENT PASSING NO. 200 SIEVE is STORM SEWER PIPE 0 MINIMUM PERCENT PASSING 3/4" SIEVE 100 F C F NON—STRUCTURAL AREAS ff 0 M #3 BARS 18" O.C. CEMENT STABILIZED SAND %moo; THROAT DETAIL #4 BARS 12" O-C THE MATERIAL SHALL BE GRANULAR MATERIALS MEETING THE REQUIREMENTS OF MATERIAL "B' ABOVE MIXED WITH PORTLAND CEMENT AND DESIGNED TO E . PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 50 PSI IN 48 a :r_ A HOURS AND 100 PSI IN 7 DAYS WHEN COMPACTED TO 95X DENSITY IN a 6 2" ACCORDANCE WITH ASTM D558 AND CURED AND TESTED IN ACCORDANCE WITH -#- C) ASTM D1632 AND ASTM D1633. THE CEMENT-SAND MIXTURE SHALL BE 0 w 0. COMPACTED IN 8* LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. (D FIELD MIXING OF CEMENT STABILIZED SAND IS ACCEPTABLE. PROPOSED GRADE (D PAVEMENT SECTION NOTE: REFER TO PLAN DRAWING (D CD INLET PLAN t 6 0 FOR PIPE SIZES 1- 0 0. 0 SELECT MATERIAL 0 0 0 (MANUALLY CONSOLIDATE PIPE AT OPTIMUM MOISTURE) 6' #4 BARS 6" O.C.E.W. o 0 0 " MIN. (SPADE BY LIFTS INTO PLACE, TOP SL O.D. + 6 1' TO FILL ALL VOIDS AROUND - TOP (5' MIN) 0 0 PIP PIPE. MANUALLY CONSOLIDATE) CONCRETE OF CURB THE TRENCH BOTTOM SHALL BE O.D . GUTTER 6 GRADED So AS To PROVIDE UNIF0 M 8" MIN. 12 MAX. z NORMAL GUTTER LINE AND CONTINUOUS SUPPORT FOR THE 0 PIPE BARREL BETWEEN BELL HOLES. 6" 24" DEPRESSED GUTTER LINE 6" BEDDING AND BACKEILL FOR Q(Y INVERT SHAPING U) > Y CONCRETE FILL STORM SEWER PIPE 2"— ` "` "` " ;4. 2 :��--#4 BARS 12" O.C.E.W. SIDE o STRUCTURAL AREAS A WALLS & BOTTOM SLAB 0 DRAINAGE CONSTRUCTION NOTES: D j 1. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,00 PSI) W co Y U) SECTION A—A INLET ELEVATION 3. STORM SEWER PIPE SHALL BE TONGUE AND GROOVE REINFORCED CONCRETE PIPE UJ _j (ASTM C-76, CLASS 111) WITH JOINT MATERIAL TO BE - RAMNECK - COLD APPLIED _0 ASPHALT SEWER JOINT COMPOUND OR APPROVED EQUAL. BOX CULVERTS SHALL BE 0 uj REINFORCED CONCRETE PRE-CAST BOX SECTIONS (ASTM C-789 OR ASTM C-850) 6" t AS NOTED ON THE PLANS. 4. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE CURRENT CITY OF COLLEGE 0 ca Z STATION STANDARD SPECIFICATIONS FOR STREETS AND DRAINAGE SHALL BE COORDINATED o SECTION A—A SECTION B-13 WITH THE THE CITY ENGINEER'S OFFICE. Co STD. CURB INLET W w 5. THE CONSTRUCTION SHALL COMPLY WITH THE OSHA STANDARD 29 CFR PART 1926 0 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. N.T.S. STANDARD JUNCTION BOX _j w 04 Cn ca w 9. STORM PIPE - SEE PLAN c j U) w 6' FOR SIZE 30" PIPE � �.�Y � � 0 DIA., IN X, FT. LL 30" + o L I �� 18 2 NOTE: 24 3 0 6 DISSIPATOR BLOCKS 2 30 4 _T REQUIRED ONLY AT ❑ 7 1 DOWNSTREAM END 1 4— _4 OF CULVERTS, OR F] 36 5 6 U) I AS REQUIRED 13Y ❑ 42 6 ENGINEER. 48 7 11-0 12" 54 8 6' X, 30' w 6 ' 8' F] 12" 12" 4' #4 BARS 12 O.C.E.W. 12" WALLS, BOTTOM SLAB & TOE #3 - U - BARS SHEET 2 PER BLOCK ELEVATION PLAN ELEVATION PLAN DISSIPATOR BLOCK LOCATION TYPICAL CONCRETE HEADWALL FOR HEADWALLS WITH WINGS NTS OF 5 NOTE: VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. VALVE BOX PER SPECS. LJ '-2" SQUARE AWWA NUT EXTENSION. TERMINATE 12" FROM TOP OF BOX. STD. GATE VALVE W /STAINLESS STEEL BOLTS r PVC OR D.I. PIPE WATER LINE- TEE OR TAPPING SLEEVE & VALVE AS REQUIRED STANDARD FIRE HYDRANT GATE VALVE W /VALVE Box AS REQUIRED v I V MIN. I AS REQUIRED 1 - r I 1 ANCHOR 90° BEND - GATE VALVE - W /VALVE BOX STANDARD FIRE HYDRANT - FIRE HYDRANT LOCA REALIGN AS NEEDED "---- AS DIRECTED. I' ( i_.`'`Ir� -MIN, '�.1 PIPELINE - - - - -: j ' i t MIN. DIMENSION APPROX. ( DI 24" X 24" X 6„ 28 -DAY CONCRETE EQUAL TO ONE BAG OF VOLUME (c..) SACKRETE 1. GATE VALVE & BOX WTIH ��4 BAR AROUND 1 11.3 W1 -00 ALL VALVE BOX. VIEW A - A General Notes 6" MJ ANCHOR (1) Finely divided earth free of rock, lumps and clods exceeding 6" 2.51 sholl be placed by hand, and compacted around the cast iron pipe 2 FROM 20 GA. STEEL BAKED ON to a depth of 12" over the top of the pipe before back fill is begun 1.0 by any mechanical equipment. (2) All concrete blocking shall be - 28 day concrete strength = 2000psi. WITH SS BOLTS (3) Allthrust blocking shollprovide a minimum of 2 square feet of bearing area of concrete on undisturbed soil, or as directed by the COUPLING engineer. (4) Water mains will not be fully pressurized until concrete has 0.9 reached 7 day strength. - UNDERGROUND PIPELINE (5) All pipe will be laid so as the entire barrel will have full 5 bearing on the fine graded trench bottom. Bell holes shall be cut PEA GRAVEL - FILL /- TO 1 FT. ABOVE for each bell and fire hydrant. 1.2 (6) All gate valves to be "0" ring type, with non- rising stems; with AND ONE POST FOR EACH VALVE M. J. ends including all glands, bolts and gaskets: and to open 6,8" counterclockwise (left). 1.5 (7) All fittings shall be mechanical joints unless otherwise directed. "---- 1 PIPELINE - - - - -: j ' i t A 24" X 24" X 6„ 28 -DAY CONCRETE 0 VOLUME (c..) STRENGTH= 2000 psi 1. 5.0 WTIH ��4 BAR AROUND 1 11.3 11.513.51 ALL VALVE BOX. VIEW A - A 90, z 3 o VALVE BOX PER SPECS. STANDARD FIRE HYDRANT 2" SQUARE A NUT A -^- A FINISHED GRADE 7 EXTENSION. TERM �l / 12" FROM TOP OF F BOX. BURY LINE AS REO'D �' VARIES I i i a- i r t- RETAINER GLANDS OR MEGA LUGS •6" X 12" GRADELOK W /M.J. SPLIT GLANDS BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY W1 -01 SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF °3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6, THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. APPROVED 3" OR LARGER COMPOUND METERS, VAULTS & MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC -BR PRECAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. CONCRETE VAULT 1 PIPELINE B (fo A NOTES 6" STD. VOLUME (c..) - 6" D.I. OR C909 PIPE 1. FURNISH AS SHOWN ON PLANS 5.0 10.12 1 11.3 11.513.51 2.7 GATE VALVE 90, 6" MJ ANCHOR BLACK TEXT -� 2.51 1.5 2 FROM 20 GA. STEEL BAKED ON 4.0 1.0 DOUBLE SERVICE WITH SS BOLTS 2.0 COUPLING i CONCRETE I 0.9 10" - UNDERGROUND PIPELINE WARNING AND ONE VALVE SIGN 5 3.5 PEA GRAVEL - FILL /- TO 1 FT. ABOVE BLOCKING 1.2 CONTACT THE CITY AND ONE POST FOR EACH VALVE © (MANUALLY 6,8" 1.5 1.5 BEFORE EXCAVATING INSTALLED AND AT OTHER 1 0.8 1 0.1 22.5° 10,12' 2.0 2.5 1.5 WEEP HOLE 1.1 0.3 w 6 8" YELLOW 1.5 1.5 0.9 0.4 FURNISH SAME NUMBER OF 11.25 ° 70,12' 1.5 BACKGROUND 1.5 14" 0.6 REPLACEMENT SIGNS AS FOR EACH F 3. All bedding & installation of Ductile Iron pipe sholl THRUST BLOCK �O.O• /� accordance to ANSI /AWWA C150/A21.50. 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING INSTALLED (OMITTING VALVE 4 • Compaction shall be attained by mechanical tamping. TEE OR TAPPING 6 MIN. /12" MAX. 5. Relative compaction shall be tested in the presence of the V AL V Er BLOCK USING 12 "x12 "x4' SLEEVE & VALVE MECHANICAL JOINTS PRECAST CONCRETE AS REQUIRED WITH SET SCREW BLOCK RETAINER GLANDS OR MEGA LUGS •6" X 12" GRADELOK W /M.J. SPLIT GLANDS BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY W1 -01 SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF °3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6, THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. APPROVED 3" OR LARGER COMPOUND METERS, VAULTS & MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC -BR PRECAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. CONCRETE VAULT MAIN LINE -M. J. TEE OR CROSS ' 0" 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION 4 ` CHANNEL POST 4' -0.. CAST IRON VALVE BOX COVER 2'X 4' X 6" CONCRETE S 2'X 4'X LAB 6" CONCRETE SLAB E 4' -0" -NOT GREATER �\ THAN 45 °ACK FILL \ 9T - VALVE AMERICAN FLOW CONTROL TRENCH / 6" DIP W /RETAINING GLAND ADAPTER OR AN APPROVED EQUAL AT BEND AND PLUG. ® O ® c ' METER r WATER MAIN SERVICE CONNECTION VAULT FLOOR (6" LIP) NOTE AND VALVE COMPACTION WITHIN LIMITS OF ASSEMBLY SHALL BE 95% STANDARD DENSITY PER METER VAULT ASSEMBLY ASTM 0698 W3 -00 NOTE: 1 EMBED COPPER LINE IN TAMPED SAND FROM �O THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON INSTALL ANCHOR COUPLING W /THRUST BLOCK UNDISTURBED SOIL AND REDUCER AS REQUIRED I N -LINE BLOW OFF ASSEMBLY W � - 0 1 UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH BRONZE INSECT SCREEN GALV. NIPPLE - SIDES OF COPPER PIPE. W /S.S. HOSE CLAMP 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" BROOKS UNDERGROUND - SHALL INCLUDE ALL MATERIALS, AS SHOWN IN 1" AIR RELEASE VALVE ENCLOSURE - MODEL 1220 DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APCO MODEL 50 OR APPROVED EQUAL 3. SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE ENGINEER HOT -BOX POLY ROX MODEL PHRI WITH HEAT OR APPROVED EQUAL 4" X 3'X 3'CONCRETE PAD 1" IRON PIPE THREAD COMPRESSION FITTING AND 1" GATE VALVE 1" BRASS ELL (TYP.) EXIST. GRADE -, 1" APCO WAFER CHECK SERIES 300 1" TYPE "K" COPPER TUBING 1" TAPPING SADGIL E W/ CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHECK VALVE W3 -02 GALV. ELL --- --REMOVE AND DISCARD AFTER USE SCH, 40 GALV. PIPE AFTER BLOW -OFF INSTALL MALE QUICK CONNECTION & CAP BRASS BALL VALVE BRASS THREAD PIPE BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING - (SEE BLOCKING DETAIL) WATER MAIN BRASS NIPPLE BLOW -OFF RISER W3 -03 NOTE :USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE AND PLUG SCHEDULE ID PIPELINE B (fo A NOTES WARNING $IGPJ VOLUME (c..) 5 1. FURNISH AS SHOWN ON PLANS 5.0 10.12 1 11.3 11.513.51 2.7 AND ON ALL VALVE SIGN POSTS. 90, 10,12" BLACK TEXT -� 2.51 1.5 2 FROM 20 GA. STEEL BAKED ON 4.0 1.0 DOUBLE SERVICE 6 8" 2.0 ENAMEL FINISH. FURNISH ONE 1.5 0.9 10" - UNDERGROUND PIPELINE WARNING AND ONE VALVE SIGN 5 3.5 2.51 1.5 1.2 CONTACT THE CITY AND ONE POST FOR EACH VALVE © (MANUALLY 6,8" 1.5 1.5 BEFORE EXCAVATING INSTALLED AND AT OTHER 1 0.8 1 0.1 22.5° 10,12' 2.0 2.5 1.5 LOCATIONS AS SHOWN ON PLANS. 1.1 0.3 w 6 8" YELLOW 1.5 1.5 0.9 0.4 FURNISH SAME NUMBER OF 11.25 ° 70,12' 1.5 BACKGROUND 1.5 14" 0.6 REPLACEMENT SIGNS AS FOR EACH F 3. All bedding & installation of Ductile Iron pipe sholl NOTE: STEEL CASING �O.O• /� accordance to ANSI /AWWA C150/A21.50. 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING INSTALLED (OMITTING VALVE 4 • Compaction shall be attained by mechanical tamping. SEE CITY STANDARD SPECIFICATION FOR WATER A14D SEWER 6 MIN. /12" MAX. 5. Relative compaction shall be tested in the presence of the V AL V Er NUMBER ON VALVE SIGN BLANK) City Engineer. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. NO. (NOT A SEPARATE PAY ITEM) TYPICAL STATE HIGHWAY OR MAIN 3' X 3' X 6" 7.. N SENSITIVE - 2" BLACK PRESSURE NUMBERS W4 - 02 CONCRETE SLAB TO BE ADDED AFTER BASIC SIGN HAS BEEN WHITE BACKGROUND, PAINTED. DIA. MJ PLUG J / PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN OUTER AGAINST UNDISTURBED MAIN LINE -M. J. TEE OR CROSS ' 0" 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION 4 ` CHANNEL POST 4' -0.. CAST IRON VALVE BOX COVER 2'X 4' X 6" CONCRETE S 2'X 4'X LAB 6" CONCRETE SLAB E 4' -0" -NOT GREATER �\ THAN 45 °ACK FILL \ 9T - VALVE AMERICAN FLOW CONTROL TRENCH / 6" DIP W /RETAINING GLAND ADAPTER OR AN APPROVED EQUAL AT BEND AND PLUG. ® O ® c ' METER r WATER MAIN SERVICE CONNECTION VAULT FLOOR (6" LIP) NOTE AND VALVE COMPACTION WITHIN LIMITS OF ASSEMBLY SHALL BE 95% STANDARD DENSITY PER METER VAULT ASSEMBLY ASTM 0698 W3 -00 NOTE: 1 EMBED COPPER LINE IN TAMPED SAND FROM �O THRUST BLOCK RESTRAINED JOINT 6" M. J. ELL PLACED ON INSTALL ANCHOR COUPLING W /THRUST BLOCK UNDISTURBED SOIL AND REDUCER AS REQUIRED I N -LINE BLOW OFF ASSEMBLY W � - 0 1 UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH BRONZE INSECT SCREEN GALV. NIPPLE - SIDES OF COPPER PIPE. W /S.S. HOSE CLAMP 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" BROOKS UNDERGROUND - SHALL INCLUDE ALL MATERIALS, AS SHOWN IN 1" AIR RELEASE VALVE ENCLOSURE - MODEL 1220 DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APCO MODEL 50 OR APPROVED EQUAL 3. SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE ENGINEER HOT -BOX POLY ROX MODEL PHRI WITH HEAT OR APPROVED EQUAL 4" X 3'X 3'CONCRETE PAD 1" IRON PIPE THREAD COMPRESSION FITTING AND 1" GATE VALVE 1" BRASS ELL (TYP.) EXIST. GRADE -, 1" APCO WAFER CHECK SERIES 300 1" TYPE "K" COPPER TUBING 1" TAPPING SADGIL E W/ CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHECK VALVE W3 -02 GALV. ELL --- --REMOVE AND DISCARD AFTER USE SCH, 40 GALV. PIPE AFTER BLOW -OFF INSTALL MALE QUICK CONNECTION & CAP BRASS BALL VALVE BRASS THREAD PIPE BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING - (SEE BLOCKING DETAIL) WATER MAIN BRASS NIPPLE BLOW -OFF RISER W3 -03 NOTE :USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE AND PLUG SCHEDULE ID THRUSJT( s) B (fo A VOLUM E G as VOLUME (c..) 5 6.8" 5.0 10.12 1 11.3 11.513.51 2.7 0.6 �d 0 ci -THRUST - : W u) o o THRUS T a O� ¢Y O ' +:':a::' : QU m0 COO m m POUR AGAINST POUR AGAINST - UNDISTURBED UNDISTURBED EARTH EARTH TEE THRUST BLOCK PLUG THRUST BLOCK THRUST BLOCK NOTES 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS {POUR CONCRETE AGAINST CONCRETE SHALL NOT 1 UNDISTURBED EARTH EXTEND BEYOND JOINTS BEND SIZE A fn B (fo C I (ft) E ft) G as VOLUME (c..) OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. 6.8" 5.0 1.5 1.5 0.9 2.7 0.4 90, 10,12" 6.5 2.51 1.5 1.2 4.0 1.0 DOUBLE SERVICE 6 8" 2.0 2.01 1.5 0.9 1.5 0.2 45, 1012' 3.5 2.51 1.5 1.2 2.2 0.5 © (MANUALLY 6,8" 1.5 1.5 1.5 0.9 1 0.8 1 0.1 22.5° 10,12' 2.0 2.5 1.5 1.2 1.1 0.3 w 6 8" 1.0 1.5 1.5 0.9 0.4 0.1 11.25 ° 70,12' 1.5 1.5 1.5 1.2 0.6 0.1 F 3. All bedding & installation of Ductile Iron pipe sholl NOTE: STEEL CASING �O.O• /� accordance to ANSI /AWWA C150/A21.50. 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 4 • Compaction shall be attained by mechanical tamping. SEE CITY STANDARD SPECIFICATION FOR WATER A14D SEWER 6 MIN. /12" MAX. 5. Relative compaction shall be tested in the presence of the 2'-0" MIN. MACHINE BORING 2'-0" MIN. City Engineer. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING W4 - 02 R DIA. POUR CONCRETE OUTER AGAINST UNDISTURBED DIA. EARTH SECTION X X PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A fn B (fo C I (ft) E ft) G as VOLUME (c..) OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. 6.8" 5.0 1.5 1.5 0.9 2.7 0.4 90, 10,12" 6.5 2.51 1.5 1.2 4.0 1.0 DOUBLE SERVICE 6 8" 2.0 2.01 1.5 0.9 1.5 0.2 45, 1012' 3.5 2.51 1.5 1.2 2.2 0.5 © (MANUALLY 6,8" 1.5 1.5 1.5 0.9 1 0.8 1 0.1 22.5° 10,12' 2.0 2.5 1.5 1.2 1.1 0.3 w 6 8" 1.0 1.5 1.5 0.9 0.4 0.1 11.25 ° 70,12' 1.5 1.5 1.5 1.2 0.6 0.1 OJP' WATER JOINT TYPICAL HORIZONTAL THRUST BLOCK W2 -00 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINES IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 3. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE, 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES &EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. CONC. CURB & GUTTER APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR TAPPED TEE .- CORP STOP 4' MIN. BRASS CURB STOP O -� W WITH PLUG (REF) ak n%R � MINIMUM OF 98Y OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ORIGINAL GROUND OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. STEEL CASING CARRIER PIPE 0 J - -•-- - - -"-- 4' MIN. -------- MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE MACHINE BORING MACHINE BORING 0 I LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. PLACE METAL DETECTOR WHICH, WHEN TESTED BY STANDARD MATERIAL E VIEW A -A TAPE AT '12 " -18" DEPTH. o DOUBLE SERVICE r MAXIMUM LIQUID LIMIT 45 TYPICAL CITY STREET CROSSING SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 7 '. .. NOTE: �- , ,/\A l�J 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 6"-12 2' MIN. -3' MAX. MINIMUM PERCENT PASSING 3/4" SIEVE 100 BALL VALVE -PAD -�` 2' MIN. © (MANUALLY WITH PLUG LINE CONSTRUCTION. cn (2 FOR DOUBLE SERV.) A �- 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1 -1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) 111SEE TYPE K COPPER TUBING (SINGLE SERVICE) 1/2TYPE K. COPPER TUBING (DOUBLE SERVICE) WATER LINE NOTE 1) WATER CROSSING W2 -01 PROPOSED GRADE PAVEMENT SECTION . 6" SELECT MATERIAL PIPE • (MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE) 6" MIN. ® (SPADE BY LIFTS INTO PLACE, TO FILL ALL. VOIDS, AROUND PIP PIPE. MANUALLY CONSOLIDATE.) THE TRENCH BOTTOM SHALL BE O ' ' GRADED SO AS TO PROVIDE UNIFORM 8" MIN. /12" MAX. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. BEDDING AND CEMENT STABILIZED BAC KFI LL FOR DI PIPE AND PVC PIPE STRUCTURAL AREAS CEMENT STABILIZED SAND THE MATERIAL SHALL BE GRANULAR MATERIALS MEETING THE REQUIREMENTS OF MATERIAL "B" ABOVE MIXED WFTH PORTLAND CEMENT AND DESIGNED TO PRODUCE A MINIMUM UNCONFlNED' COMPRESSIVE STRENGTH OF 50 PSI IN 48 HOURS AND 100 PSI IN, 7' DAYS WHEN COMPACTED TO 95X DENSITY IN ACCORDANCE WITH ASTM D558 AND CURED AND TESTED IN ACCORDANCE WITH ASTM 01632 AND ASTM D1633. 'THE CEMENT -SAND MIXTURE SHALL BE COMPACTED IN 9" LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. FIELD MIXING OF CEMENT STABILIZED. SAND IS ACCEPTABLE. MAIN TRACK I AU SELECT MATERIAL 3 J MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF SUBGRADE DITCH 3 ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) OI t to INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY MIN. I ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4/. OF OPTIMUM UNDER NON- STRUCTURAL OPEN LIM 6. Dust resulting from the Contractors performance of the work, PEN CUT either inside or outside the right of way, shall be controlled by LIMIT the Contractor. 7. All trenches shall be back filled and temporary paving or plating placed at the end of each working day. ?` 8• See "Open Cut Details" ST4 -00, ST4 -02 & ST4 -02. MAY BE SI BORED BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN AS DIRECTED BY - STRUCTURAL OR FUTURE STREET AREAS STEEL CASING THE ENGINEER AREAS (ie ... YARDS, PASTURES, EASEMENTS) AND TO A F- ..r) W ak n%R � MINIMUM OF 98Y OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ORIGINAL GROUND OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. STEEL CASING CARRIER PIPE IN FUTURE STREET BQ GRANULAR MATERIAL 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING AREA MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE MACHINE BORING MACHINE BORING ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER OF DETRIMENTAL QUANTITIES CLAY, DEBRIS, OR ORGANIC LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. PLACE METAL DETECTOR WHICH, WHEN TESTED BY STANDARD MATERIAL E (TUNNELING IN EMBANKMENT) (TUNNELING IN CUT) TAPE AT '12 " -18" DEPTH. R N LABORATORY METHODS, , MEET THE FOLLOWING REQUIREMENTS APPROVED BY THE CITY ENGINEER. IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS MAXIMUM LIQUID LIMIT 45 TYPICAL CITY STREET CROSSING SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. MAXIMUM PLASTICITY INDEX 15 NOTE: �- - SELECT MATERIAL MAXIMUM PERCENT PASSING N0, 200 SIEVE 35 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 6"-12 DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY MINIMUM PERCENT PASSING 3/4" SIEVE 100 SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER a © (MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL LINE CONSTRUCTION. cn =% CONSOLIDATE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. SHOULDER SHOULDER VARIES VARIES AT OPTIMUM NOTES: 1. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET. 3. DRY BORING IS REQUIRED. w w SILT AFTER EVERY RAIN. MOISTURE) STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. TYPICAL RAILROAD C R 0 S S I N G 4 „ �- � ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. M MIN. IN. I � UNDISTURBED SOIL 2• All bedding &installation of PVC pipe sholl be in accordance to ANSI /AWWA Standards for PVC Pipe. be in PIPE W � - 0 0 3' -0" BELOW DITCH FLOW LINE. jr F 3. All bedding & installation of Ductile Iron pipe sholl NOTE: STEEL CASING �O.O• /� accordance to ANSI /AWWA C150/A21.50. 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 4 • Compaction shall be attained by mechanical tamping. SEE CITY STANDARD SPECIFICATION FOR WATER A14D SEWER 6 MIN. /12" MAX. 5. Relative compaction shall be tested in the presence of the 2'-0" MIN. MACHINE BORING 2'-0" MIN. City Engineer. 6. Dust resulting from the Contractors performance of the work, PEN CUT either inside or outside the right of way, shall be controlled by LIMIT the Contractor. 7. All trenches shall be back filled and temporary paving or plating placed at the end of each working day. ?` 8• See "Open Cut Details" ST4 -00, ST4 -02 & ST4 -02. MAY BE SI BORED BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN AS DIRECTED BY - STRUCTURAL OR FUTURE STREET AREAS STEEL CASING THE ENGINEER I N U I N F- ..r) W ak n%R � W 4 - 0 (TUNNELING) GENERAL NOTES: CUT 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING � 0 IT ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN WIDT OF PAVEMENT o0 APPROVED BY THE CITY ENGINEER. IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS ::a TYPICAL CITY STREET CROSSING SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 3`0" MIN. W 4 - 0 1 APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED 6. Dust resulting from the Contractors performance of the work, PEN CUT either inside or outside the right of way, shall be controlled by LIMIT the Contractor. 7. All trenches shall be back filled and temporary paving or plating placed at the end of each working day. ?` 8• See "Open Cut Details" ST4 -00, ST4 -02 & ST4 -02. MAY BE SI BORED BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN AS DIRECTED BY - STRUCTURAL OR FUTURE STREET AREAS a x W STEEL CASING THE ENGINEER I N U I N F- ..r) W ak n%R � W 4 - 0 AS REQUIRED CARRIER PIPE GENERAL NOTES: NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING � SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS o0 APPROVED BY THE CITY ENGINEER. IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS TYPICAL CITY STREET CROSSING SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. W 4 - 0 1 APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY a CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE a a MACHINE BORING VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS cn (TUNNELING) !./� cn COMPLETE AND THEN REMOVED BY CONTRACTOR. SHOULDER SHOULDER VARIES VARIES ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF w w SILT AFTER EVERY RAIN. w w 5' -0" WIDTH OF PAVEMENT 5' -0" ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. M MIN. IN. 3' -0" BELOW DITCH FLOW LINE. jr CARRIER PIPE NOTE: STEEL CASING 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER A14D SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING W4 - 02 a x W h-; �s 0 i�fkia. ) ss3 �.rSjpt F- ..r) W ak n%R � ftt KS W LL � f o0 O a a a a a (l7 cn cn !./� cn cry w w w w w Li a x W O �s 0 i�fkia. ) ss3 �.rSjpt F- ..r) W ak n%R � ftt KS W LL f ILL 0 I-- tj T_ :� mcyt'(csft DRAWN BY: rr- DATE: 1 -31 -03 SCALE: N T S APPROVED: W. P K. F I G U R E= SHEET 1 OF 1 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. SECTION A - A NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT -OF -WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING /COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL /CONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS 0 - 12 - --- - 8„ 12 AND OVER _ --- _ ----- ____ 12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA ___________ 90 % STANDARD PROCTOR - ASTM D 698 SEE NOTE 7. 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT -OF -WAY 6. IN FLOODPLAINS, THE CONE SHALL EXTEND ABOVE THE BASE FLOOD ®.NNG ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED. SEWER SIGN NNOIQE 7. WARNING SIGN ONLY TO BE PLACED WHERE MANHOLE SIGN O ' SEWER CROSSES OPEN FIELDS. (SEE DETAIL S01 -05) STD. CAST IRON MANHOLE COVER 3' MIN. AND FRAME (30" DIA. OPENING) i OR EQUAL 12" MAX. SEE NOTE 1. 2 -0" PRECAST REINFORCED I 45 BEND 45° BEND VARIES 90° BEND 6" MIN. SEE BASE r NOTES NOTE FOUNDATION MANHOLE DIA. NOTE: DROP FITTINGS ARE TO BE %: CONC. MANHOLE SECT. ASTM DES. C -478 I GREEN, HEAVY DUTY, 12 18in. <30in. STD. 45° WYE 236in. PIPE 8' WING CHANNEL POST 6" MIN. RESTRAINED JOINT DUCTILE 5" MIN. ;; BACK FILL AROUND MH SHALL TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE) WILL REQUIRE 2 MATS OF REQUIRE INVERT 3/4 DIAMETER OF PIPE REINFORCING STEEL IN THE BASE. BLACK TEXT __\ IRON PIPE. CEMENT STABILIZED BE AS PER NOTE 4. VARIES REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. RfPE BARREL BETWEEN BELL HOLES. VARIES SAND AS SHOWN. 5" MIN. '. , .' RUBBER- GASKET JOINTS (SEE TABLE) ENAMEL FINISH. FURNISH ONE ONE SIGN AND ONE POST STANDARD DROP MANHOLE STRUCTURAL AREAS W1 MORTAR SEALANT CONTACT THE CITY STD. 45° WYE 4 }I \ �M „ INSIDE AT ALL JOINTS 6" MIN. 3„ PLUG V� S - 1 - - 012 3. CONTRACTOR SHALL CONSTRUCT VARIES I 3 „ S 1- 0 3 YELLOW ii d J FURNISH SAME NUMBER OF VARIES 3" q 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. O A 1 3. 45 BEND 45° BEND VARIES 90° BEND 6" MIN. SEE BASE r NOTES NOTE FOUNDATION MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT 12 18in. <30in. 6 FT 236in. BASE -4 BARS BENT @ 90° AND TIED TO WALL AND BASE. L ^4 BARS 8" 0 C E W EMBEDDED AND 2" CLR. liv EPDXYED INTO MANHOLE WATERSTOP - PIPECONX (TYP•) GROUT NEW INVERT WALL 3 ". (SEE NOTE 2.) MANHOLE ADAPTER 1 PIPE O.D. SEAL, OR APPROVED PIPE O.D. -� B.1 PLUS 18" EQUAL. (2 REQ'D) PLUS 1 - 1 CONN ECTION DETAIL SECTION VIEW WATERSTOP MANHOLE ADAPTER TER SEAL, 1 MANHOLE CONNECTION DETAIL B•1 OR APPROVE REQ'D) g STANDARD MANHOLE TIE -IN CONNECTION DETAIL SECTION VIEW B•2 S1 -04 4" PVC EXTENSION W /PVC CAP (SEE NOTE 3) PVC DOUBLE WYE - WITH PVC CAP (SEE NOTE 3) 1 PLAN (TYPICAL) 2.0' w 0w 0 I M? I� SEE NOTE 5 o CONC.CURB & GUTTER SIDEWALK SIDEWALK I ... \ I r 3.5' MAX. OP, AS DESIGNED I (SEE NOTE 1.) 3.5' MAX. OR AS DESIGNED WATER LINE (SEE NOTE 1J I (MIN. 4' BURY) PVC (SEE NOTE 3) r10 2 � DESIRABLE 2' PVC �+ _ 2.0 (SEE NOTE 3) -_ __, T -Y SERVICE FITTING (SEWER TEE) STD. 45° PVC BEND PVC SDR 21 02241 @1.0% MIN. SEWER LINE STD. PVC COUPLING PROFILE NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE SDR 21 D2241 MATERIAL, 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. SEWER SERVICE LINE CROSSING SI 3 PROPOSED GRADE PAVEMENT SECTION 4" PVC EXTENSION 1. FURNISH AS SHOWN ON PLANS AND /OR AT EACH MANHOLE WHERE ?, SELECT MATERIAL NOT GREATER THAN 12' © (MANUALLY CONSOLIDATE PIPE AT OPTIMUM MOISTURE) 6" MIN. SEWER LINE CROSSES OPEN FIELDS "4 BARS, 8" O.C.E.W. -- DEPTHS GREATER THAN 12' WILL TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE) WILL REQUIRE 2 MATS OF REQUIRE INVERT 3/4 DIAMETER OF PIPE REINFORCING STEEL IN THE BASE. BLACK TEXT __\ GRADED $O AS TO PROVIDE UNIFORM 8" WARNING 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. RfPE BARREL BETWEEN BELL HOLES. UP TO 24 ". 24" AND LARGER SHALL BE FULL DEPTH INVERTS. 10" CEMENT UNDERGROUND SEWER ENAMEL FINISH. FURNISH ONE ONE SIGN AND ONE POST STANDARD DROP MANHOLE STRUCTURAL AREAS CONTACT THE CITY FOR EACH MANHOLE INSTALLED WITH PV . I STANDARD MANHOLE BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER LOCATIONS AS SHOWN ON PLANS. NOTE: CAP CLEAN-OUT AT BLIND FLANGE ON S - 1 - - 012 3. CONTRACTOR SHALL CONSTRUCT S 1- 0 3 YELLOW ii d J FURNISH SAME NUMBER OF RESTRAINED JOINT FOR FORCE MAINS. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. O BACKGROUND 1 3. REPLACEMENT SIGNS AS FOR EACH NOTES: DEPTH OF 6' OR TO A DEPTH MANHO E N MANHOLE INSTALL ED (OMITTING NUMBER ON MANHOLE SIGN) H WAL OF 1. E DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH L EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. 4. GLUED FITTINGS WILL ONLY BE T A SEPARATE PAY ITEM) (NOT PIPE O.D. REMOVE INVERT AS REQUIRED AFTER STARTER" HOLES HAVE PEEN INSTALLED AND APPROVED 7" NO. 12 HOOPS, 12" O.C. 2" BLACK PRESSURE CONNECTION. GLUED FITTINGS TO ,`, U 4" PERIPHERAL AND NEW INVERT FOR NEW BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING LINE. NEW INVERT SHALL THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. N SEE NOTE 5� �`) : SENSITIVE NUMBERS FOR EARTH, SEE BEDDING 5. A CLEAN OUT IS REQUIRED "STARTER" HOLES HAVE SMOOTH TRANSITION CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. INTO EXITING INVERT. REWORK AND TRENCH DETAIL AND WILL BE INSTALLED BY TO BE ADDED AFTER (SEE NOTE 1.) EXISTING INVERT AS REQUIRED. 2 THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF WHITE 10 BASIC SIGN HAS BEEN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. BACKGROUND. PAINTED. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH L ' OPENING CREATION DETAIL - NON- SHRINK MANUFACTURERS REQUIREMENTS. SEWER WARNING AND A GROUT 4. CONCRETE SHALL BE 3,000 P.S.1, MANHOLE IDENTIFICATION SIGN R -O -W " 2" CUSHION REQUIRED PREFORMED VARIES CEMENT STABILIZED SAND AS SHOWN. CONCRETE 1 -0 :..: SYNKO -FLEX ADHESIV VAPPROVEp DIAMETER NOT LESS THAN 3" S - 1 li PVC (SEE NOTE 3) BLOCK >3 REBAR (14" LONG) WATERIC 1'-0" EQUAL (SEE NOTE 3.) N-SHRINK EMBEDDED AND 2" CLR. liv EPDXYED INTO MANHOLE WATERSTOP - PIPECONX (TYP•) GROUT NEW INVERT WALL 3 ". (SEE NOTE 2.) MANHOLE ADAPTER 1 PIPE O.D. SEAL, OR APPROVED PIPE O.D. -� B.1 PLUS 18" EQUAL. (2 REQ'D) PLUS 1 - 1 CONN ECTION DETAIL SECTION VIEW WATERSTOP MANHOLE ADAPTER TER SEAL, 1 MANHOLE CONNECTION DETAIL B•1 OR APPROVE REQ'D) g STANDARD MANHOLE TIE -IN CONNECTION DETAIL SECTION VIEW B•2 S1 -04 4" PVC EXTENSION W /PVC CAP (SEE NOTE 3) PVC DOUBLE WYE - WITH PVC CAP (SEE NOTE 3) 1 PLAN (TYPICAL) 2.0' w 0w 0 I M? I� SEE NOTE 5 o CONC.CURB & GUTTER SIDEWALK SIDEWALK I ... \ I r 3.5' MAX. OP, AS DESIGNED I (SEE NOTE 1.) 3.5' MAX. OR AS DESIGNED WATER LINE (SEE NOTE 1J I (MIN. 4' BURY) PVC (SEE NOTE 3) r10 2 � DESIRABLE 2' PVC �+ _ 2.0 (SEE NOTE 3) -_ __, T -Y SERVICE FITTING (SEWER TEE) STD. 45° PVC BEND PVC SDR 21 02241 @1.0% MIN. SEWER LINE STD. PVC COUPLING PROFILE NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE SDR 21 D2241 MATERIAL, 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. SEWER SERVICE LINE CROSSING SI 3 PROPOSED GRADE PAVEMENT SECTION 4" PVC EXTENSION 6' ?, SELECT MATERIAL 12 © (MANUALLY CONSOLIDATE PIPE AT OPTIMUM MOISTURE) 6" MIN. Q (SPADE BY LIFTS INTO' PLACE, PIP TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE) 'O.D. THE TRENCH BOTTOM SHALL BE GRADED $O AS TO PROVIDE UNIFORM 8" MIN. /12" MAX. AN0'dONTIMUOUS SUPPORT FOR -THE ELEVATION IS LESS THAN 2' -7" RfPE BARREL BETWEEN BELL HOLES. BEDDING AND CEMENT STABILIZED BACK'FI.LL FOR DI PIPE AND PVC PIPE STRUCTURAL AREAS 0 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 ACCORDANOE WITH ASTM 01632 AND ASTM 01633. THE CEMENT -SAND MIXTURE SHALL BE COMPACTED IN 8" LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT. FIELD MIXING OF CEMENT STABILIZED BAND IS ACCEPTABLE. MAIN TRACK 301 SUBGRADE T DITCH I I � O crI MIN. 4' -0" MIN. STEEL CASING - CARRIER PIPE - MACHINE BORING MACHINE BORING (TUNNELING IN EMBANKMENT) (TUNNELING IN CUT) NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. I L R O AD CROSSING O S S I N G TYPICAL RA S3 -o1 2'-0" MIN. MACHINE BORING 2' -0" MIN. OPEN CUT (TUNNELING) OPEN CUT LIMIT LIMIT WIDTH OF PAVEMENT 13' -0" MIN. I SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. TYPICAL CITY STREET CROSSING S3 -02 MACHINE BORING SHOULDER SHOULDER VARIES VARIES 5' -0" WIDTH OF PAVEMENT 5' -0 MIN. MIN. 3' -0" BELOW DITCH FLOW LINE. CARRIER PIPE -d NOTE: STEEL CASING 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING S3 - 03 .2 HOOPS, 12" O.C. PIER DIA. AS SHOWN ON P 3" CLEARANCE MININMUM SECTION A -A PLAN PIER DIAMETER NOTE: 4" PVC EXTENSION 16" 8 24" 12 26" W /PVC CAP 30" METER BOX OR STANDARD 1. WHERE DOUBLE WYE SERVICE (SEE NOTE 3) CLEAN -OUT BOOT ELEVATION IS LESS THAN 2' -7" IN A SINGLE CONTINUOUS POUR. = Of BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST PVC DOUBLc A BE SET TO ALLOW SANITARY WITH PV . I SEWER SER (SEE NO 3. CONTRACTOR SHALL CONSTRUCT = F d J 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. O 3. ALL MATERIAL SHALL BE SDR 21 VERTICAL STEEL AS PER TABLE DEPTH OF 6' OR TO A DEPTH ~ a 02241. 4. GLUED FITTINGS WILL ONLY BE w O v ALLOWED AT THE DOUBLE WYE 12 HOOPS, 12" O.C. CONNECTION. GLUED FITTINGS TO ,`, 6" CLEAN OUT STACK BE PVC -DWV. SEE NOTE 5� �`) : DIP OR PVC FOR EARTH, SEE BEDDING 5. A CLEAN OUT IS REQUIRED AND TRENCH DETAIL AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW PLAN FOR EACH SERVICE. R -O -W " 2" CUSHION REQUIRED VARIES CEMENT STABILIZED SAND AS SHOWN. FOR ROCK, CONCRETE :..: 3.5' MIN.(SEE NOTE 1.) I II NOT LESS THAN 3" li PVC (SEE NOTE 3) (MIN. 1% SLOPE) i 4 STD. 45° BEND - i� STACK VARIES IN HEIGHT 2.0' \\ 45 BEND -T -Y SERVICE FITTING `/ (SEWER TEE) \ SEE NOTE 5 STD. BEND STANDARD CLEAN OUT FOR MAIN LINE DEEP CO NNECTION PROFILE S2 -01 UA SELECT NATIVE MATERIAL ORIGINAL GROUND IN R -O -W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) NOTES: VARIES INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY PLACE METAL DETECTOR TAPE AT 12 " -18" DEPTH. 1. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. • •, _I_ ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO a4/ OF OPTIMUM UNDER NON- STRUCTURAL -,ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN 3.5' MIN.(SEE NOTE 1.) i AREAS (ie ... YARDS, PASTURES, EASEMENTS) AND TO A SELECT MATERIAL ACCORDANCE TO ANSI /AWWA STANDARDS FOR PVC PIPE. MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED 6 " -12' 3.. ALL BEDDING &INSTALLATION OF DUCTILE IRON PIPE SHALL BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. © (MANUALLY CONSOLIDATE BE IN ACCORDANCE TO ANSI /AWWA C150/A21.50. SHALL BE ATTAINED BY MECHANICAL TAMPING. © GRANULAR MATERIAL AT OPTIMUM 4,COMPACTION PVC (SEE NOTE 3) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE MOISTURE) 5,DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE (MIN. 17 SLOPE) OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4" OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF 2.0' MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: PIPE UNDISTURBED SOIL WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. T -Y SERVICE FITTING MAXIMUM LIQUID LIMIT 45 O a 6. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. (SEWER TEE) SEE NOTE 5 MAXIMUM PLASTICITY INDEX 15 - MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 6" MIN. /12" MAX. 7, TWENTY -FOUR (24) HOUR NOTIFICATION TO ENGINEERING MINIMUM PERCENT PASSING 3/4" SIEVE 100 IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL STANDARD CONNECTION PROFILE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT STABILIZED SAND, 1 -1/2 SACK /CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. SANITARY SEWER BEDDING AND TRENCH FOR DI PIPE & PVC PIPE SERVICE CONNECTION S2 -00 S2 -02 .2 HOOPS, 12" O.C. PIER DIA. AS SHOWN ON P 3" CLEARANCE MININMUM SECTION A -A PLAN PIER DIAMETER VERTICAL STEEL •5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 4" WIDE X 3/8" THICK STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE DUCTILE' IRON PIPE TO PIER (2 REQ'D. PER PIER) WRAP WITH ONE LAYER 1" x 18" GALVANIZED STEEL OF TAR PAPER TO ANCHOR BOLT SECURED TO U IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY _ o PLUMB WITHIN 2" TOLERANCE. z 5. ALL INFORMATION SHOWN IS CITY Co wCC D_ o MINIMUM. ALL PIERS SHALL BE Z o 3 DESIGNED BY A PROFESSIONAL ENGINEER. A o POUR CON(. AGAINST w UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER IS4 -00 °2 STIRRUP, 24" O.C. 2" +4 BARS CONCRETE ENCASEMENT S 2 -1/4" ' MACHINED BEARING SURFACE 1 -1/4" ' PICK HOLE DETAIL � I I 5/8" SEE BOLT HOLE DETAIL (WATERTIGHT COVER ONLY) 3/4" BOLT HOLE DETAIL I 33 1/4" [r-32- 3/16" 4 1/2" 1 1/2" GROOVE FOR 1/4" DIA. 1_ NEOPRENE GASKET COVER BACK 7/16" 2- 9/16" 3D" 31 -7/8" t�-33- 15/16" 1 -1/2" 4 -3/4" F 0 z FRAME SECTION ( - 21- 3 /4 "-�I t2 -1/2" I_ 23"-�I COVER SECTION (4) 1/2" DRILLED AND TAPPED BOLT HOLES (4) 1/2 " -13 X 1 -3/4" SS HX HD BLTS (4) 1/2 " -13 X 1 -3/4" SS HX HD BLTS (WATERTIGHT FRAME ONLY) WITH STEEL & RUBBER WASHERS WITH STEEL & RUBBER WASHERS �--` (WATERTIGHT COVER ONLY -V1420 APT) (WATERTIGHT COVER ONLY -V1420 APT) �• BR�A� J I_ 4 �:. FRAME PLAN COVER FACE COVER FACE (VULCAN V1420) (VULCAN V1420) MANHOLE RING AND COVER & WATERTIGHT MANHOLE RING AND COVER S4 -01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILGROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES QUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN, ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. r•'7 .,a. d- ter- •�- - d - 0 00 a� �t- cn cv (n W W W W W W LLJ � cn cn cn cn cn cn w w w w w w PREVENT BONDING � VERTICAL REINFORCING STEEL NOTES: _ 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. = Of A A 2. CHAMFER EDGES 3/4 ". c? o 3. CONTRACTOR SHALL CONSTRUCT = F CONCRETE PIER TO A MINIMUM ¢ it VERTICAL STEEL AS PER TABLE DEPTH OF 6' OR TO A DEPTH ~ a WHERE A GOOD BEARING SOIL w O v 12 HOOPS, 12" O.C. U IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY _ o PLUMB WITHIN 2" TOLERANCE. z 5. ALL INFORMATION SHOWN IS CITY Co wCC D_ o MINIMUM. ALL PIERS SHALL BE Z o 3 DESIGNED BY A PROFESSIONAL ENGINEER. A o POUR CON(. AGAINST w UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER IS4 -00 °2 STIRRUP, 24" O.C. 2" +4 BARS CONCRETE ENCASEMENT S 2 -1/4" ' MACHINED BEARING SURFACE 1 -1/4" ' PICK HOLE DETAIL � I I 5/8" SEE BOLT HOLE DETAIL (WATERTIGHT COVER ONLY) 3/4" BOLT HOLE DETAIL I 33 1/4" [r-32- 3/16" 4 1/2" 1 1/2" GROOVE FOR 1/4" DIA. 1_ NEOPRENE GASKET COVER BACK 7/16" 2- 9/16" 3D" 31 -7/8" t�-33- 15/16" 1 -1/2" 4 -3/4" F 0 z FRAME SECTION ( - 21- 3 /4 "-�I t2 -1/2" I_ 23"-�I COVER SECTION (4) 1/2" DRILLED AND TAPPED BOLT HOLES (4) 1/2 " -13 X 1 -3/4" SS HX HD BLTS (4) 1/2 " -13 X 1 -3/4" SS HX HD BLTS (WATERTIGHT FRAME ONLY) WITH STEEL & RUBBER WASHERS WITH STEEL & RUBBER WASHERS �--` (WATERTIGHT COVER ONLY -V1420 APT) (WATERTIGHT COVER ONLY -V1420 APT) �• BR�A� J I_ 4 �:. FRAME PLAN COVER FACE COVER FACE (VULCAN V1420) (VULCAN V1420) MANHOLE RING AND COVER & WATERTIGHT MANHOLE RING AND COVER S4 -01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILGROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES QUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN, ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. r•'7 .,a. d- ter- •�- - d - 0 00 a� �t- cn cv (n W W W W W W LLJ � cn cn cn cn cn cn w w w w w w Q x y GSES` Q w k 0 A l lt`&1 t y a i L ;• %- W S ti DRAWN BY: DATE: 1 -31 -03 SCALE: N T S APPROVED: W. P. K. FICURE= SHEET 1 OF 1 1 i Q x y GSES` Q w k 0 A l lt`&1 t y a i L ;• %- W S ti DRAWN BY: DATE: 1 -31 -03 SCALE: N T S APPROVED: W. P. K. FICURE= SHEET 1 OF 1 CONSTRUCTION I PLANS F oa PU = LIC WATER rAmlN � SANITARY S Eg nW ER IMPROVEMENTS l �lf"L�/n1� no-­.- � L130.13 �l,�1L�,L� IIVII�IIU'll�ffl]OAL � BB 0 V c�J1M 9 I�WG =,��� � L�O� 0 9 o L ��� OO LLEGE ST I Developer: Dennis Husfel & Rostelt Chap 420 Tarnow Street College TX 77840 (979) 255 -3788 Prepared by: TE CON General Contractors 1707 Graham Road College Station TX 77845 (979) ATION, BRAZOS COO U [MTV, TEX /A-\ r:�' EPTEMBER, 2004 INDEX OF SHEETS OVERALL PLAN PLAN /PROFILE - 8 859 6 " WATERLINE DETAILS SANITARY SEWER DE DESCRIPTION SEWER LINE S -1, STA. 0 +00 TO 2 +70.97 WATERLINE W -1, STA. 0 +00 TO 1+59.39 WATERLINE W -2, STA. 0 +00 TO 1+72.40 TAI LS o� FIGURE W FIGURE S o� _ m®�P E�OF•TF �0� SHEET NO. 1 2 o� -a� 4�s •oa 11:13 35 EXISTING ERHEAD I `-� y3 // ] ELE TRIC LINE _T \�o - -- - --- -- - - -- -- - - ---- ---------- - - - - -- 303 I --- - - - -- - -- / 0 � D 20' EXISTING 15' PRIVATE I ( 20' EXISTING PUBLIC UTILITY 1;7 I DRAINAGE I 301 PUBLIC U EASEMENT 017 UTILITY SEMENT 03 oD EASEMENT I ` j5'' PRIVATLS I I ) RAINAGE A I SILT FENCE ASEMENT I -- t\ // I I 8C NHOLE NO. 1 A. 0 +0� A ., PHASE ILLEGE ST TION IOSPITAL, L.P. ZONED R­4 E ISTING 8" SANITA Y SEWER BENCHMAR ON FIR HYDRANT ELEV. = 303.08 ACCESS EASEME T (WIDTH VARIE , 25' TYPICA ----------- - - - - -- -- - -- W Li ------- - - - - -- - - - - -- - - - - -- - - -- J_ CON TRUCTIO EXIT W W O m 20' P.U.E. I I _ — —. ------------- - - - --� - - -- -- - - -� `-- S -8 ���S -8 •.•��S -8 S -8 ' S -8 �S -8 S -8 I I I o I °° 301 8E wl I -" i I �D I I o ACCESS EA MENT (WIDTH VA ES, 25' TYPICA) I I i ( 15' P.U.E. 8D 1 I 1 I I CONSTRUCTION EXIT I 15' PRIVATE f 00 20 EXISTING I I I I 1 X00 DRAINAGE EASEMENT PUBLIC UTILITY SILT FENCE I EASEMENT 1 3 I I VW -8 W -8 W -8 - S -8 S -8 EXISTING 4' -� Binnin"g 0 0 SIDEWALK rn 150 .,O W., 38' PAVEN - w -8 -=—W-e —W -8 W w i W. CO ive CO I 3 -8 S -8 EXISTING 8" WATERLINE EXISTING STORM DRAIN MANHOLE 3 W -8 W -8 WI -8 W -8 W -8 W -8 S -8 S -8 S -8 S -8 S -8 S -8 - 40 ZO �INET SCAL 3" DIA. CRUSHED STONE, MIN. THICKNESS — 6" MIN. ROCK EXIT LENGTH — 30'. SIZE, LOCATION AS SHOWN ON THIS SHEET. ST DIRECTION OF FLOW STAKES-6' SPACING OR "T" POSTS -10' SPACING WIRE FENCING TO SILT FENCE FABRIC PROVIDE SUPPORT TO FABRIC EXISTING OR PROPOSED PUBLIC ROAD OR STREET 16' MIN. EXISTING GROUND 4" BURY BOTTOM FLAP THE EXIT SHALL BE MAINTAINED AND KEPT IN A CONDITION THAT PREVENTS MUD FROM LEAVING THE SITE. ADDITIONAL 12" MIN. DEPTH CRUSHED STONE SHALL BE ADDED AS NECESSARY. CONSTRUCTION EXIT SIL FENCE NTS NTS E OF OF e ! • e :� ............................ JOSEPH P. S WLTZ NOTE: TOPOGRA Y S OWN IS FROM FIELD SURVEY DATA AN AER AL TOPOGRAPHY PREPARED FOR THE CITY F COLLEGE STATION IN 1994. ?? SHOPPING DEVELOPMEII 0 J 0 o� O � CD CO M • M z CD D 2 MANHOLE NO. 2 STA. 2 +70.97 V ol —W -8 W -s W -8 55' EXISTING XISTING 4' PUBLIC UTILITY SIDEWALK EASEMENT M EXISTING STORM DRAIN MANHOLE W -8 W -8 6 S -8 - HAY BALES AND SILT FENCE TO BE USED IN AREAS OF CONCENTRATED DRAINAGE FLOWS. STAKES-1"X2" 2 PER BALE WIRE FENCING TO SILT FENCE FABRIC PROVIDE SUPPORT TO FABRIC DIRECTION OF FLOW EXISTING GROUND 4" BURY BOTTOM FLAP 12" MIN. DEPTH SILT FENCE W/ HAY BALES NTS LEGEND W -8 W -8 4 S -8 S -8 CONSTRUCTION NOTES: 1. The Contractor shall be responsible for verifying the exact location of all existing underground utilities. Notifications of the utility companies 48 hours in advance of construction is required. Dig Tess (800) 344' -8377 TXU Gas (979) 774 -2501 COX Communications (979) 846 -2229 Verizon (800) 344 -8377 2. All construction shall be in accordance with the current City of Bryan /College Station Standard Specifications for Water & Sewer Construction. All construction shall be coordinated with the City Engineer's office. 3. The construction shall comply with OSHA Standard 29 CFR Part 1926 Subpart P for trench safety requirements. 4. Project Benchmark: Top of nut on existing FH, Elevation = 303.08. 0W� U)M- o Q N in w I d J �0 o < Q (n Ld 0 W W --I (noED Z LO � o0 -d EXISTING CONTOUR (MINOR) - - H U � 0 O •� I Z -° X 0 0 F ' FIRE HYDRANT v GATE V f 1LVE 0 O CIO W W Y 0W� U)M- o Q N in w I d J �0 o < Q (n Ld 0 W W --I (noED NM Z LO � o0 -d EXISTING CONTOUR (MINOR) - - H U � 0 O �- 0 Z -° X 0 0 F ' FIRE HYDRANT v GATE V f 1LVE 0 O CIO W W :E Z z o Woo 0 v I O C3 a=�0 (f) Oaf LL w ry Lamoo z o0, ::) 5: U) LLJ 00 a) Q b I O � O O NM Z z O W 3; (f) J j O o Ott M M U) Z Y O UW U W Q O F- z _J w O —� 0 m O °� � � O F- UJ �W _! i (J) 06 Q NW � F < - • Q J O z � O Q Q W �V J C O Z F- CL Q J W W W > Q O SHEET OF 2 U) L O LO � o0 301 EXISTING CONTOUR (MINOR) - - - PROPOSED EASEMENT LINE U � 0 O � 0 -�- C_ -° X 0 0 F ' FIRE HYDRANT v GATE V f 1LVE 0 O EXISTING CONCRETE SIDEWALK SILT FENCE U � r E 0 r 0 v I C3 �Nrn 0 o0, Z z O W 3; (f) J j O o Ott M M U) Z Y O UW U W Q O F- z _J w O —� 0 m O °� � � O F- UJ �W _! i (J) 06 Q NW � F < - • Q J O z � O Q Q W �V J C O Z F- CL Q J W W W > Q O SHEET OF 2 VICINITY MAP F EXISTING CONTOUR (MAJOR) 300 301 EXISTING CONTOUR (MINOR) - - - PROPOSED EASEMENT LINE BOUNDARY - - PROPERTY LINE —•S - 8 PROPOSED SANITARY SEWER LINE �•�W - 8 PROPOSED WATERLINE FHI FIRE HYDRANT v GATE V f 1LVE 0 SANITARY SEWER MANHOLE EXISTING CONCRETE SIDEWALK SILT FENCE CONSRUCITON EXIT VICINITY MAP F ?, r - EXISTING 8" --- I - - - - -- -� ----------- - - - - -- M . co SEWER LINE I - } 1 0 I I I EXISTING 8 " co I ( WATERLINE jk r ( 0.42 AC. SA � 18,176 SF 0.44 AC.` °,° 8� I ( ( 19,188 SF STA. 1 +72.40 0.52 AC. INSTALL 1 L" BLOWOFF I I a? 22,538 SF ASSEMBLY I ,« 3: KRIER SH OP IN C � + -------------------- .-------------- - - - - -- ------------------------ ------ - - - - -� CENTS n DEVELOP ENT PROP SED % I -f.Y • �•°� MANN LE NO. 1 _ _-- - - - - -- --L- - --------------------- - - - - -. 00 -- - - - - - -- 1 +00 �'`� �� r - - 2 +00 - -- 7097 STA. ±00 S -8 { - -S -8 S -8 S -8 I LMONT P C - - - - - -- - -- -) p PHASE i T T to Dc LLEGE ST TION i I • OSPITAL, .P. ► I PROPOSED ZONED R- , w 2 MA NHOLE N0. 2 0 i i� ( WATERLINE 2 ( STA. 2 +70.97 0. A AC. 8F i 1 ( 20,295 SF I 0.50 AC. SEWER LINE S -11 1 I 21,841 SF 8D I ( i I � i � °° t I I i WATERLINE W -�i ��� { 0.41 AC. 1 ; °,° 17,552 SF STA 1 +22.66 I t '-- STA. 0 +00 ( _s w -s 6" M.J. GATE VALVE I i 8 "X6" M.J. TEE ST�. b+00 STA. 1 +59.39 I I i I STA. 0 +02.00 ( I GATE VALVE ON TEE TING g" M.J. 8 "X6" M.J. REDUCER TO 1 1 I 6" M.J. GATE VALVE I WATERLINE FIRE HYDRANT A SSEMBLY N0. 1 I STA. 0 +02 " FH1 W - 8 W-8 8" M.J. GATE VALVE 6��69� +1• m 00+1. 1 00 0 (ON NEW LINE) r i C 1 0 n•y.m •cam.: r - v7.z v:�c, f_,c . wy , _n• !. ! •. a.�! •.: _mac, : �c "' --'-` :!r•: r.' >4 ! ti :.:m• . _� r „u z r•:� nmti- r= •aiey � ;i^ - !_, :!: -. ,t tc !<it• r r_ 7 • �•m r. c t x. .s •try .."9 .'r'.. -O:y .L -FE � it r I ..t ' i': t . 4 I . F t •= •is: ST =, - ..1 .: L:..S.B'; . .r.1.c:.z:. ...G'�ry t - s.. ,v• r,•=�.1,., 'i i r.•.- .,. .. „ +, '. a�S'' . -+. v. ,r, .!,1r.. .,;11. .rif<,r�• ....' - i• '.i?i? . G• .df::a ": ?-, a1,:�: i.a.:. -ah::. .. &.., i �.:;t�(. '44•?.= C 1. .1x1 ha Dfive 3 40 20 0 40 60' R.O.W. SCALE IN FEET W -8 W -8 W -8 W -8 W -8 W -8 W -8 W-8 W -8 W -8 W -8 8 W -8 W -8 W -8 S -8 S -8 S -8 S -8 S -8 S -8 - S -8 S -8 S -8 8 S -8 S S -8 S -8 PROFILE SCALE 1"=40' HORZ. 1"=4' VERT. 0 +00 1+00 2 +00 PROFILE - 8" SEWER LINE S -1 (PUBLIC) Horizontal Alignment PI Station Report. Desc: 8" Sewer Line S -1 PI Station Northing Easting 0 +00 3800.5448 4952.0447 2 +70.97 3950.8138 5177.5365 Horizontal Alignment PI Station Report Desc: 8" Waterline W -1 - Station -- - - - - -- Northing - - - - -- ----- 0+00 3845.8695 5249.9748 1 +20.66 3778.9586 5149.5691 1 +59.39 3757.4706 5117.3405 -� NON STRUCTURAL IS NON-STRUCTURAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 1994. BACKFILL BA ACKFILL E3 ACKFILL L STRUCTURAL BACKFIL STRUCTURAL BACKFILL NOTE: 312 BACKFILL EXISTING GROUND PROFILE SHOWN IS MANHOLE' NO. 1 BASED ON FIELD SURVEY DATA 304 STA. 0+00 13 ACKFILL 304 EXISTING NOTE: TOP OF ANHOLE = 301.61 MANHOLE N0. 2 4' MIN. STD. 4' DIA. MANHOLE PROFILE SHOWN IS 296 o BURY STA. 2 70.97 BASED ON FIELD _23� DATA TOP OF MANHOLE = 299.91 288 304 EXISTING 288 304 00 O 304 Z O ° z z V O w LO ,� E XISTING 6" ATERLINE {LtI tt! N 0) W -1 ROUND N h 296 -1 N J N Uw 296 L+ 6" MIN ( MZZ I T3575 OU j >M 0_jW PO t0 d' N� N C4< � + CD 0 _j � 106.74 LF OF 8 Z Z t 'i 140.23 LF OF 8" PIPE, @ 0.40% NFCn to ¢¢ t ? t9 v1 ao .4 N Nx rn F ao N ¢ XW Lr) . LO . INSTALL 20 JOINT & PIPE cn op ccn m O (0 II ASTM. D_-2210. (MIN.. 150.. PSI) N. CENTERED LINDER WATERLINE W 4' MIN. `- N o O Z I 288 _Z J O W SPECIAL CEMENT SAND BACK LL _j 288 Z (SEE NOTE Z a :� 296 I :+nGYeC 0.10% 1 00 O I r CENTER 20 M r JOINT O I Zto 1`0 PIPE OVE . O SEWER LIN () 8" SEWER LI + H t� O WNW t�� rn( d.00 .0 �N NO .- Q O: -O T ZLU MON tf j `- �N `-n O N O O N Od ON Q U) 288 M 0 +00 1+00 2 +00 PROFILE - 8" SEWER LINE S -1 (PUBLIC) Horizontal Alignment PI Station Report. Desc: 8" Sewer Line S -1 PI Station Northing Easting 0 +00 3800.5448 4952.0447 2 +70.97 3950.8138 5177.5365 Horizontal Alignment PI Station Report Desc: 8" Waterline W -1 - Station -- - - - - -- Northing - - - - -- ----- 0+00 3845.8695 5249.9748 1 +20.66 3778.9586 5149.5691 1 +59.39 3757.4706 5117.3405 -� 0+00 jL PROFILE - 8 WATERLINE W-1 (PUBLIC) Distance Direction 270.9748 N 56 -19 -13 E Distance Direction 120.6581 S 56 -19 -13 W 36.7353 S 56 -18 -26 W Distance Direction 172.4001 N 33 -40 -47 W NOTE: NON-STRUCTURAL EXISTING GROUND PROFILE SHOWN IS BASED FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 1994. BACKFILL BA PVC, SDR -26, (ASTM D -3034) OR STRUCTURAL CONFORMING TO ASTM D2241 SDR L STRUCTURAL BACKFIL BACKFILL NOTE: 312 EXISTING GROUND PROFILE SHOWN IS CTURAL BASED ON FIELD SURVEY DATA 304 13 ACKFILL 304 EXISTING NOTE: GROUND ~ 4' MIN. GROUND PROFILE SHOWN IS 296 o BURY 296 BASED ON FIELD _23� DATA 11.1 -7) o 288 288 00 O 304 Z O ° z z V O w LO ,� E XISTING t` 4 M M {LtI tt! N 0) ROUND N h N¢ -1 N J N Uw L+ J ( MZZ -OCQZ Oo OU j >M 0_jW PO t0 d' N� N C4< � + CD 0 _j � mo^ Z Z t 'i e *- __ + �� NFCn to ¢¢ t ? t9 v1 ao N N Nx rn F ao N ¢ XW Lr) . LO . co cn op ccn m 0+00 jL PROFILE - 8 WATERLINE W-1 (PUBLIC) Distance Direction 270.9748 N 56 -19 -13 E Distance Direction 120.6581 S 56 -19 -13 W 36.7353 S 56 -18 -26 W Distance Direction 172.4001 N 33 -40 -47 W NOTE: NON-STRUCTURAL. EXISTING GROUND PROFILE SHOWN IS BASED FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 1994. SEWER LINE PIPE MATERIAL BA PVC, SDR -26, (ASTM D -3034) OR PVC CONFORMING TO ASTM D2241 SDR 26, CLASS 160. NOTE: 1. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. 2. REFER TO PLAN VIEW FOR SEWER SERVICE LINE LOCATIONS. 3. WHERE SPECIAL CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABILIZED SAND SHALL HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE WASTEWATER MAIN OR LATERAL AND EXTEND 1' PAST THE JOINT AT EACH END OF THE SEWER PIPE. 0 +00 1 +00 WATERLINE PIPE MATERIAL PVC, DR -14 (AWWA C -909, CL. 200) REFER TO WATERLINE DETAILS SHEET FOR DETAILS AND EMBEDMENT REQUIREMENTS NOTE: 1. (ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 3. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. NO SPLICES ARE ALLOWED IN THE TUBING FOR THE WATER SERVICES. 4. ALL BENDS SHALL BE RESTRAINED TO THE PIPE AND BLOCKED TO UNDISTURBED SOIL. PROFILE - 6 WATERLINE W -2 (PUBLIC) �E s* • 4 Y JOSEPH P. SCHULTZ B ................. I... .... 65 B • (n U) d I < U d N M w ma I jjZz 0 U x W J moo L>_ O U- 0 W U) O F_ °- Z U) Nw� t •'� 1 > o o_ O °WUF- _ U U) 0' W 0 CL oZ Ww0 o H N 0o rn 00 a s // 01 N LO N t O co V � -+- m o F- O r 0 E U vN� C: n a) 0 r u °...' H 0) M'tWO � LO tN W j NT-T-OG1 O00a5cf) W~ F- F- MAY IO0 0WQOI- u- O O O JQm Z O Q Q ' (x pp 0 CL Cl) co C/) W 2 ~ Q w � J D V! �S��N ZW 3 >-mw O C( WWQOCOLU WWLLQO III F- w QQ�� (W1 L • 11.1 <W SHEET 2 OF 2 Horizontal Alignment PI Station Report. Desc: 6" Waterline W -2 - Station -- - - - - -- Northing - - - - -- -- -- g - - - -_ 0+00 3778.9586 5149.5691 1 +72.40 39224214 5053.9647 NON-STRUCTURAL. BA KFILL 312 312 STR CTURAL 13 ACKFILL NOTE: ~ EXISTING GROUND PROFILE SHOWN IS o BASED ON FIELD SURVEY DATA 11.1 -7) o o 304 w w 304 E XISTING a_ ROUND 7- W N mo^ O - .- -� Lr) . LO 't co O (0 II r +L6w 4' MIN. `- N o < I BURY ~ II M < � LL 296 I :+nGYeC 0.10% 1 296 w.¢t 6" MIN CENTER 20 JOINT O PIPE OVE SEWER LIN 8" SEWER LI E -1 288 288 J m W to �Cn (n O ui rn co 0) N O N 0 w N¢ u o u- W O� 0] 00 O� C14 t0 LO 04 d' rN to + + O � O u') 00 ± J 0) ¢X Q� 101 0) M Q~ N (A 00 � N N N �� 0 +00 1 +00 WATERLINE PIPE MATERIAL PVC, DR -14 (AWWA C -909, CL. 200) REFER TO WATERLINE DETAILS SHEET FOR DETAILS AND EMBEDMENT REQUIREMENTS NOTE: 1. (ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. REFER TO PLAN VIEW FOR WATER SERVICE LINE LOCATIONS. 3. WATER SERVICE MATERIAL - TYPE "K" COPPER TUBING. NO SPLICES ARE ALLOWED IN THE TUBING FOR THE WATER SERVICES. 4. ALL BENDS SHALL BE RESTRAINED TO THE PIPE AND BLOCKED TO UNDISTURBED SOIL. PROFILE - 6 WATERLINE W -2 (PUBLIC) �E s* • 4 Y JOSEPH P. SCHULTZ B ................. I... .... 65 B • (n U) d I < U d N M w ma I jjZz 0 U x W J moo L>_ O U- 0 W U) O F_ °- Z U) Nw� t •'� 1 > o o_ O °WUF- _ U U) 0' W 0 CL oZ Ww0 o H N 0o rn 00 a s // 01 N LO N t O co V � -+- m o F- O r 0 E U vN� C: n a) 0 r u °...' H 0) M'tWO � LO tN W j NT-T-OG1 O00a5cf) W~ F- F- MAY IO0 0WQOI- u- O O O JQm Z O Q Q ' (x pp 0 CL Cl) co C/) W 2 ~ Q w � J D V! �S��N ZW 3 >-mw O C( WWQOCOLU WWLLQO III F- w QQ�� (W1 L • 11.1 <W SHEET 2 OF 2 Horizontal Alignment PI Station Report. Desc: 6" Waterline W -2 - Station -- - - - - -- Northing - - - - -- -- -- g - - - -_ 0+00 3778.9586 5149.5691 1 +72.40 39224214 5053.9647 NOTE: VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. VALVE BOX PER SPECS. "'-2" SQUARE AWWA NUT EXTENSION. TERMINATE 12" FROM TOP OF BOX. STD. GATE VALVE / W /STAINLESS STEEL BOLTS PVC OR D.I. PIPE STANDARD FIRE HYDR GATE VALVE-\ W /VALVE BOX AS REQUIRED ANCHOR 90° BEND-• GATE VALVE - W /VALVE BOX STANDARD FIRE HYDRANT - FIRE HYDRANT LOCATION REALIGN AS NEEDED DIRECTED. ---MIN. SIZE MIN. DIMENEN SION APPROX. DI PIPELINE EQUAL TO ONE BAG OF E <m SACKRETE WARNING SIGN GATE VALVE & BOX 6.8" W1 -00 General No tes: BLACK 0.9 (1) Finely divided earth free of rock, lumps and clods exceeding 6" 0.4 shall be placed by hand, and compacted around the cast iron pipe WARNING to a depth of 12" over the top of the pipe before back fill is begun 1.5 by any mechanical equipment. 4.0 (2) All concrete blocking shall be - 28 day concrete strength 2000psi. 45° (3) All thrust blocking sholl provide a minimum of 2 square feet of UNDERGROUND PIPELINE bearing area of concrete on undisturbed soil, or as directed by the " engineer. (4) Water mains will not be fully pressurized until concrete has CONTACT THE CITY reached 7 day strength. " (5) All pipe will be laid so as the entire barrel will have full BEFORE EXCAVATING bearing on the fine graded trench bottom. Bell holes shall be cut 1.5 for each bell and fire hydrant. Z (6) All gate valves to be "0" ring type, with non - rising stems; with - IN R M. J. ends including all glands, bolts and gaskets; and to open 1.5 counter - clockwise (left). Y (7) All fittings shall be mechanical joints unless otherwise directed. RETAINER GLANDS OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED (ROT TE TO GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY W1 -01 BEND SIZE NOTES: PIPELINE C (r) E <m G un WARNING SIGN 90 , 6.8" 1. FURNISH AS SHOWN ON PLANS 1.5 BLACK 0.9 AND ON ALL VALVE SIGN POSTS. 0.4 TEXT -� WARNING 2 FROM 20 GA ST BAKED ON 1.5 1.2 4.0 ENAMEL FINISH. FURNISH ONE 45° 10" UNDERGROUND PIPELINE WARNING AND ONE VALVE SIGN " 0.9 CONTACT THE CITY AND ONE POST FOR EACH VALVE " 10 12" BEFORE EXCAVATING INSTALLED AND AT OTHER 1.5 1.2 Z LOCATIONS AS SHOWN ON PLANS. - IN R YELLOW 1.5 FURNISH SAME NUMBER OF Y BACKGRO UND- - 14 „ REPLACEMENT SIGNS AS FOR EACH ' 10,12' INSTALLED (OMITTING VALVE 2.5 1.5 V AL V NUMBER ON VALVE SIGN BLANK) 0.3 L 11. 2E 11 25° 6 8" (NOT A SEPARATE PAY ITEM) 1.5 7" N 3' X 3'X 6" 10,12' 1.5 2" BLACK PRESSURE CONCRETE SLAB v 0.6 SENSITIVE NUMBERS _ • ' TO BE ADDED AFTER BASIC SIGN HAS BEEN WHITE PAINTED. <' BACKGROUND. MJ PLUG RETAINER GLANDS OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED (ROT TE TO GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY W1 -01 BEND SIZE A (r) B ua C (r) E <m G un VOLUME (c..) 90 , 6.8" 5.0 1.5 1.5 0.9 2.7 0.4 10,12' 6.5 2.5 1.5 1.2 4.0 1.0 45° 6,8 2.0 2.0 1.5 0.9 1.5 0.2 10 12" 3.5 2.5 1.5 1.2 2.2 0.5 - IN R 6 8„ 1.5 1.5 1.5 0.9 0.8 0.1 22.50 10,12' 2.0 2.5 1.5 1.2 1.1 0.3 L 11. 2E 11 25° 6 8" 1.0 1.5 1.5 10.910.41 0.1 10,12' 1.5 1.5 1.5 11.2 0.6 1 0.1 TYPICAL HORIZONTAL THRUST BLOCK W2 - 00 SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF ^3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. APPROVED 3" OR LARGER COMPOUND METERS. VAULTS & MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS - PARK DMC -BR PRE -CAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. /-CONCRETE VAULT L�J s E � W -0 J • VALVE AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL METER ij WATER MAIN SERVICE CONNECTION VAULT FLOOR (6" LIP) * NOTE: AND VALVE COMPACTION WITHIN LIMITS OF ASSEMBLY SHALL BE 95X STANDARD DENSITY PER METER VAULT ASSEMBLY ASTM D698 W3 -00 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN LINE -M. J. TEE OR CROSS 8' BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4• -0" CAST IRON VALVE BOX COVER 2'X 4'X 6" CONCRETE SLAB 2'X 4'X 6" CONCRETE SLAB NOT GREATER } FILL THAN 45 °AGI< / 6" DIP W /RETAINING GLAND Gp� AT BEND AND PLUG. �0 t I G yp THRUST BLOCIC� RESTRAINED JOINT 6" M. J. ELL PLACED ON '' W /THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING AND REDUCER AS REQUIRED IN -LINE BLOW OFF ASSEMBLY w- - -n 1 UNDISTURBED SOIL TO 6" ABOVE AIJD ON BOTH BRONZE INSECT SCREEN GALV. NIPPLE - SIDES OF COPPER PIPE. W /S.S. HOSE CLAMP I... I 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" 1 ALL VALVE BOX. SHALL INCLUDE ALL MATERIALS, AS SHOWN IN W Z BROOKS UNDERGROUND - DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. 1" AIR RELEASE VALVE J ENCLOSURE - MODEL 1220 3 SIZE OF L NES AND VALVES MAY BE MODIFIED BY APCO MODEL 50 OR APPROVED EQUAL I THE ENGINEER HOTBOX POLY ROX MODEL PHRI WITH HEAT OR APPROVED EQUAL 4 X 3 3' CONCRETE PAD- 1 IRON PIPE THREAD COMPRESSION FITTING AND 1" GATE VALVE 1" BRASS ELL (TYP. )�� WATER LINE- TEE OR TAPPING SLEEVE & VALVE AS REQUIRED 1" APCO WAFER CHECK SERIES 300 �1 P MIN. 1 ( i 24" X 24'• X 6" 28 -DAY CONCRETE REQUIRED - I I I... I WTIH ^4 BAR AROUND 1 ALL VALVE BOX. }' W Z VIEW A - A ;: air•, WITH SS BOLTS T + o t- x BLCKING O C c� TO 1 FT. ABOVE it PIPI / 2" SQUARE AWWA NUT - FINISHED GRADE EXTENSION. TERMINATE / ••t• 12" FROM TOP OF BOX. I i IL - IN R TEE OR TAPPING r IA. BLOCK USING 12 "x12 "x4 VALVE BOX PER SPECS. STANDARD FIRE HYDRANT NOTE:USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. 1 ( i 24" X 24'• X 6" 28 -DAY CONCRETE (' 14 O- STRENGTH =2000 psi I... I WTIH ^4 BAR AROUND I I' ALL VALVE BOX. }' 0.3 VIEW A - A ;: air•, VALVE BOX PER SPECS. STANDARD FIRE HYDRANT NOTE:USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. 0 0 -T R T-- ¢OWN o o THRUST ¢ 0V) O� m0 O m0 m `��� ':5:: m POUR AGAINST POUR AGAINST \ UNDISTURBED UNDISTURBED EARTH EARTH TEE THRUST BLOCK PLUG THRUST BL OCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS A� J�A AS 6" BURY LINE ID (in) THRUST (tons) 6" STD. 6" I. D. OR C909 PIPE VOLUME lc, J I X GATE VALVE }' 0.3 PI ;: air•, WITH SS BOLTS T CONCRETE I PEA GRAVEL - FILL BLCKING O C TO 1 FT. ABOVE PIPI / WEEP HOLE T ••t• - IN R TEE OR TAPPING �<JNE IA. BLOCK USING 12 "x12 "x4 C POUR CONCRETE R OV�� OUTER DIA. AGAINST UNDISTURBED AS REQUIRED EARTH SECTION X- PLAN VIEW HORIZO14TAL THRUST BLOCK SCHEDULE 0 0 -T R T-- ¢OWN o o THRUST ¢ 0V) O� m0 O m0 m `��� ':5:: m POUR AGAINST POUR AGAINST \ UNDISTURBED UNDISTURBED EARTH EARTH TEE THRUST BLOCK PLUG THRUST BL OCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND BEYOND JOINTS A� J�A AS 6" BURY LINE EXIST. GRADE GALV. ELL -REMOVE AND DISCARD AFTER USE SCH. 40 GALV. PIPE • -AFTER BLOW -OFF INSTALL MALE QUICK CONNECTION & CAP BRASS BALL VALVE BRASS THREAD PIPE BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING ; •.a (SEE BLOCKING DETAIL) WATER \-1" TYPE "K" COPPER TUBING MAIN BRASS NIPPLE 1" TAPPING SADDLE W/ CORPORATION sE,TOP. BLOW -OFF RISER AIR_R ELEASE VALVE & VACUUM CHECK VALVE W3 - W3 - OPEN Llh TEE AND PLUG SCHEDULE ID (in) THRUST (tons) 6" STD. 6" I. D. OR C909 PIPE VOLUME lc, J I 5.1 GATE VALVE 6" MJ ANCHOR 0.3 10.12 11.3 WITH SS BOLTS COUPLING CONCRETE I PEA GRAVEL - FILL BLCKING O C TO 1 FT. ABOVE WEEP HOLE THRUST BLOCK TEE OR TAPPING / BLOCK USING 12 "x12 "x4 SLEEVE & VALVE MECHANICAL JOINTS PRECAST CONCRETE AS REQUIRED WITH SET SCREW BLOCK EXIST. GRADE GALV. ELL -REMOVE AND DISCARD AFTER USE SCH. 40 GALV. PIPE • -AFTER BLOW -OFF INSTALL MALE QUICK CONNECTION & CAP BRASS BALL VALVE BRASS THREAD PIPE BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING ; •.a (SEE BLOCKING DETAIL) WATER \-1" TYPE "K" COPPER TUBING MAIN BRASS NIPPLE 1" TAPPING SADDLE W/ CORPORATION sE,TOP. BLOW -OFF RISER AIR_R ELEASE VALVE & VACUUM CHECK VALVE W3 - W3 - OPEN Llh TEE AND PLUG SCHEDULE ID (in) THRUST (tons) C (fa A ilu VOLUME lc, J 468 5.1 11.512.51 DITCH SUBGRADE ;� �� \,•\ � 0.3 10.12 11.3 11-11 .0.6 �) " NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINES IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR TAPPED TEE -CORP STOP W MIN. BRASS CURB STOP O z WITH PLUG (REF) 0 J - - - -- 4' MIN. --- - - - - -� ( VIEW A -A o DOUBLE SERVICE ^ 2' MIN. -3' MAX. BALL VALVE -PAD 2' MIN. WITH PLUG (2 FOR DOUBLE SERV.) i A �- 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1 -1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) ' 1" TYPE K COPPER TUBING (SINGLE SERVICE) 1 -1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) 1 ( WATER LINE SEE NOTE 1> WATER CROSSING W2 -01 © 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. PROPOSED GRADE PAVEMENT SECTION 6' ,.::'; °• e ..• :. QA SELECT MATERIAL PIPE © (MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE) 6' MIN. ." - Q (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. BEDDING AND CEMENT STABILIZED BACKFILL FOR DI PIPE AND PVC PIPE STRUCTURAL AREAS MAIN TRACK AO SELECT MATERIAL 3 D � M MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF DITCH SUBGRADE ;� �� \,•\ � o I ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) : • • o INCHES IN THE LARGEST DIMENSION), COMPACTED TO A �) " STEEL CASING CARRIER PIPE IN FUTURE STREET OPTIMUM TO +4/. OF OPTIMUM UNDER FUTURE STREET AREAS. AREA © GRANULAR MATERIAL MACHINE BORING MACHINE BORING MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE PLACE METAL DETECTOR OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL (TUNNELING IN EMBANKMENT) (TUNNELING IN CUT) TAPE AT 12 " -18" DEPTH. LABORATORY MEET THE BY (TUNNELING :,•._•./ , . _::.,:•:- =.;,.; •• MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 NOTE: " " "' "' ' ` QA SELECT MATERIAL MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 1. FOR MORE INFORMATION T ORMA 0 N ON W A ER AND SEWER LINE CROSSING 6 " -12" MINIMUM PERCENT PASSING 3/4" SIEVE 1D0 SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER BO (MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL . LINE CONSTRUCTION. CONSOLIDATE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. �!''.= '`'. ' 3. DRY BORING IS REQUIRED. .:, AT OPTIMUM NOTES: 1. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ `•''' MOISTURE) 4 „ STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. TYPICAL RAILROAD C R 0 S S I N G T-- 2• All bedding &installation of PVC pipe shall be in accordance [ W 4-00 PIPE �� UNDISTURBED SOIL to ANSI /AWWA Standards for PVC Pipe. O.D. 3. All bedding & installation of Ductile Iron pipe shallbe in accordance to ANSI /AWWA C150/A21.50. 6" MIN. /12" MAX. 4• Compaction shallbe attained by mechanical tamping. 5. Relative compaction shallbe tested in the presence of the 2' -0" MIDI. MACHINE BORING 2' -0" MIN. City Engineer. CUT - (TUNNELING) 0 IT WIDTH OF PAVE MENT : 3'`0 " MIN : 6. Dust resulting from the Contractor's performance of the work, PEN CUT either inside or outside the right of way, shall be controlled by LIMIT the Contractor. 7. Al trenches sholl be back filled and temporary paving or plating placed at the end of each working day. \ 8. See "Open Cut Details" ST4 -00, ST4 -02 & S74 -02. `- SIDEWALK MAY BE BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER NON- STRUCTURAL OR FUTURE STREET AREAS /J_ AS REQUIRED CARRIER PIPE W 4 - 0 3 NOTE- 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING GENERAL NOTES: SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL APPROVED BY THE CITY ENGINEER. GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS TYPICAL CITY STREET CROSSING SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. W 4 - 0 1 APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY MACHINE BORING CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE (TUNNELING) VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. SHOULDER SHOULDER VARIES VARIES ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. WIDTH OF PAVEMENT 5' 0" MIN. MIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. . 31 � 3'-0" BELOW DITCH FLOW LINE. CARRIER PIPE NOTE: STEEL CASING 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING W4 -0 n 2 M � o mot• t(- .a• p O O O •• N N � Cn N Z - M W W W W W C/) c v� cn cn c� w w w w w ,,,,ems ® ®0� �E OF T�4® 0 , •.• •. s s * J - - - -- ' ISTE ONAL L. -v -.rll Mob 4 x W t0. ~ n - O `` w n5 �! LL L 1 4 S LL 0 U I I �r1FS� i - KI ,J�rusr� t- / DRAW BY: DAT 1 -31 -03 SCALE: N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 1 OAP' JOINT 3. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. CONC.CURB &.GUTTER CUT - (TUNNELING) 0 IT WIDTH OF PAVE MENT : 3'`0 " MIN : 6. Dust resulting from the Contractor's performance of the work, PEN CUT either inside or outside the right of way, shall be controlled by LIMIT the Contractor. 7. Al trenches sholl be back filled and temporary paving or plating placed at the end of each working day. \ 8. See "Open Cut Details" ST4 -00, ST4 -02 & S74 -02. `- SIDEWALK MAY BE BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER NON- STRUCTURAL OR FUTURE STREET AREAS /J_ AS REQUIRED CARRIER PIPE W 4 - 0 3 NOTE- 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING GENERAL NOTES: SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL APPROVED BY THE CITY ENGINEER. GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS TYPICAL CITY STREET CROSSING SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. W 4 - 0 1 APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY MACHINE BORING CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE (TUNNELING) VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. SHOULDER SHOULDER VARIES VARIES ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. WIDTH OF PAVEMENT 5' 0" MIN. MIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. . 31 � 3'-0" BELOW DITCH FLOW LINE. CARRIER PIPE NOTE: STEEL CASING 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING W4 -0 n 2 M � o mot• t(- .a• p O O O •• N N � Cn N Z - M W W W W W C/) c v� cn cn c� w w w w w ,,,,ems ® ®0� �E OF T�4® 0 , •.• •. s s * J - - - -- ' ISTE ONAL L. -v -.rll Mob 4 x W t0. ~ n - O `` w n5 �! LL L 1 4 S LL 0 U I I �r1FS� i - KI ,J�rusr� t- / DRAW BY: DAT 1 -31 -03 SCALE: N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 1 OAP' JOINT 3. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. CONC.CURB &.GUTTER 6. Dust resulting from the Contractor's performance of the work, PEN CUT either inside or outside the right of way, shall be controlled by LIMIT the Contractor. 7. Al trenches sholl be back filled and temporary paving or plating placed at the end of each working day. \ 8. See "Open Cut Details" ST4 -00, ST4 -02 & S74 -02. `- SIDEWALK MAY BE BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER NON- STRUCTURAL OR FUTURE STREET AREAS /J_ AS REQUIRED CARRIER PIPE W 4 - 0 3 NOTE- 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING GENERAL NOTES: SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL APPROVED BY THE CITY ENGINEER. GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS TYPICAL CITY STREET CROSSING SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. W 4 - 0 1 APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY MACHINE BORING CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE (TUNNELING) VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. SHOULDER SHOULDER VARIES VARIES ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. WIDTH OF PAVEMENT 5' 0" MIN. MIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. . 31 � 3'-0" BELOW DITCH FLOW LINE. CARRIER PIPE NOTE: STEEL CASING 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING W4 -0 n 2 M � o mot• t(- .a• p O O O •• N N � Cn N Z - M W W W W W C/) c v� cn cn c� w w w w w ,,,,ems ® ®0� �E OF T�4® 0 , •.• •. s s * J - - - -- ' ISTE ONAL L. -v -.rll Mob 4 x W t0. ~ n - O `` w n5 �! LL L 1 4 S LL 0 U I I �r1FS� i - KI ,J�rusr� t- / DRAW BY: DAT 1 -31 -03 SCALE: N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 1 OAP' JOINT 3. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. CONC.CURB &.GUTTER M � o mot• t(- .a• p O O O •• N N � Cn N Z - M W W W W W C/) c v� cn cn c� w w w w w ,,,,ems ® ®0� �E OF T�4® 0 , •.• •. s s * J - - - -- ' ISTE ONAL L. -v -.rll Mob 4 x W t0. ~ n - O `` w n5 �! LL L 1 4 S LL 0 U I I �r1FS� i - KI ,J�rusr� t- / DRAW BY: DAT 1 -31 -03 SCALE: N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 1 OAP' JOINT 3. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. CONC.CURB &.GUTTER LL 0 U I I �r1FS� i - KI ,J�rusr� t- / DRAW BY: DAT 1 -31 -03 SCALE: N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 1 OAP' JOINT 3. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. CONC.CURB &.GUTTER NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. SECTION A - A NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT -OF -WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVC.R, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL /CONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS 0 - 12 _____ _ 8" 12 AND OVER _______ 12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT 98 % STANDARD PROCTOR = ASTM D 698 LANDSCAPE AREA ____.. 90 % STANDARD PROCTOR = ASTM D 698 SEE NOTE 7. 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT -OF -WAY 6. IN FLOODPLAINS, THE CONE SHALL EXTEND ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN WATERTIGHT RING AND COVER ti SHALL BE USED. SEWER SIGN 7. WARNING SIGN ONLY TO BE PLACED WHERE MANHOLE SIGN SEWER CROSSES OPEN FIELDS. (SCE DETAIL S01 -05) 6' -0" STD. CAST IRON MANHOLE COVER i 3' MIN. AND FRAME (30" DIA. OPENING) OR EQUAL j -" MAX. :.:..•;• SEE NOTE 1 ' ;•.� 45 BEND 45° BEND - ;•vAR1ES 90° BEND ct.. : • ., . 6" MIN. NOTES SEE BASE , NOTE FOUNDATION ' . • �' %i`•'�' % ` %'` .` . ` BASE L. •4 BARS BENT @ 90° AND TIED TO WALL AND BASE. *4 BARS 8" 0 C E W NOTE 4" PVC EXTENSION <18in. 5 FT fi 2,_O„ 236in. 14 W /PVC CAP (SEE NOTE 3) 16 PRECAST REINFORCED- OR DARD w � 1. NOTE CONCRETE PIER TO A MINIMUM CON(. MANHOLE SECT. I DEPTH OF 6' OR TO A DEPTH Z a DROP FITTINGS ARE TO BE RESTRAINED : ; STD. 45° WYE ASTM DES. C -478 �A 1 I 8' GREEN, HEAVY DUTY, WING CHANNEL POST Atli JOINT DUCTILE 5" MIN. ; H BACK FILL AROUND MH SHALL COD IRON PIPE WITH PVC CAP ° (SEE NOTE 3) �_), CEMENT STABILIZED BE AS PER NOTE 4. :.. VARIES : 1 VARIES SAND AS SHOWN. 5" (SEE TABLE) RUBBER - GASKET JOINTS 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. \ I 0� W/ MORTAR SEALANT S`TD.45° WYE 4 y1 ` • INSIDE AT ALL JOINTS 3. 3 ' � <r PLUG 6" MIN. 4. GLUED FITTINGS WILL ONLY BE fi v z•rF'1 �. ALLOWED AT THE DOUBLE WYE CONNECTION. GLUED FITTINGS TO VARIES ` 6" CLEAN OUT STACK c A VARIES 3" A \ ;•.� 45 BEND 45° BEND - ;•vAR1ES 90° BEND ct.. : • ., . 6" MIN. NOTES SEE BASE , NOTE FOUNDATION ' . • �' %i`•'�' % ` %'` .` . ` BASE L. •4 BARS BENT @ 90° AND TIED TO WALL AND BASE. *4 BARS 8" 0 C E W MANHOLE DIA. NOTE 4" PVC EXTENSION <18in. 5 FT 1 18in. <30in. 6 FT 236in. 14 W /PVC CAP (SEE NOTE 3) 16 METER BOX OR DARD w � 1. WHERE DOUBLE WYE SERVICE CONCRETE PIER TO A MINIMUM CLEAN -OUT BOOT DEPTH OF 6' OR TO A DEPTH Z a ELEVATION IS LESS THAN 2' -7" WHERE A GOOD BEARING SOIL w *2 HOOPS, 12" O.C. Z Atli BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST PVC DOUBLE WYE 2.0' H COD BE SET TO ALLOW SANITARY SEWER SERVICE. WITH PVC CAP ° (SEE NOTE 3) �_), 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. \ I 0� z 3. ALL MATERIAL SHALL BE SDR 21 D2241. � <r \ 4. GLUED FITTINGS WILL ONLY BE / I ALLOWED AT THE DOUBLE WYE CONNECTION. GLUED FITTINGS TO ��� ;= 6" CLEAN OUT STACK c BE PVC -DWV. OR PVC \ SEE NOTE 5 DIP `FOR EARTH, SEE BEDDING 5. A CLEAN OUT IS REQUIRED AND TRENCH DETAIL AND WILL BE INSTALLED BY j THE PLUMBER AT THE ROW PLAN FOR EACH SERVICE. :;. R -O-W :•;'``� 2" CUSHION REQUIRED VARIES CEMEI4T STABILIZED SAND AS SHOWN. FOR ROCK, CONCRETE •:,,..•. :: '..�::i`..J:i..::.;,1: /..• LI ' .... 3.5' MIN.(SEE NOTE i.) I i NOT LESS THAN 3" PVC (SEE NOTE 3) (MIN. 1% SLOPE) STD. 45° BEND -� �! - L rt STACK VARIES IN HEIGHT 2,0� 45 0BEND T -Y SERVICE FITTING (SEWER TEE) SEE NOTE 5 STD.45° BEND STANDARD CLEAN OUT FOR MAIN LINE DEEP CONNECTION PROFILE 52 -01 I& SELECT NATIVE MATERIAL ORIGINAL GROUND IN -R -O -W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) NOTES- VARIES INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 907 OF MAXIMUM DENSITY AS DETERMINED BY PLACE METAL DETECTOR TAPE AT 12 " -18" DEPTH. i, FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. ; •,; ; f; ; ...-..: f i + .; ; \ •,,; ; •,:,; ; , •„ :: +.,,,; ; ; ,;; ; •, •: •, ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO *4% OF OPTIMUM UNDER NON- STRUCTURAL 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN 3.5' MIN.ISEE NOTE 1.) I' AREAS (ie ... YARDS, PASTURES, EASEMENTS) AND TO A ,•.. ,..: ;.•::;; QA SELECT MATERIAL ACCORDANCE TO ANSI /AWWA STANDARDS FOR PVC PIPE. 1 M DENS AS E M INIMUM OF 98 OF MAXIMUM DENSITY DETERMINED .•. - 6 12 3• ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN B (MANUALLY OCONSOLIDATE BE IN ACCORDANCE TO ANSI /AWWA C750/A21.50. - OPTIMUM TO t4 /. OF OPTIMUM UNDER FUTURE STREET AREAS. ® GRANULAR MATERIAL :.;;; ( AT OPTIMUM 4• COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. PVC (SEE NOTE 3) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE MOISTURE) 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE (MIN. 17 SLOPE) OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4" : OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF 2.0' MATERIAL W A E RIA L AND WHICH WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: - UNDISTURBED SOIL WAY SHALL BE CONTROLLED BY THE CONTRACTOR. " - T -Y SERVICE FITTING (SEWER TEE) SEE NOTE 5 MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 PIPE r� 0_D_ ,� \\ "[ -% �, ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 6' MIN. /12" MAX. 7. TWENTY -FOUR (24) HOUR NOTIFICATION TO ENGINEERING MINIMUM PERCENT PASSING 3/4" SIEVE 100 IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL STANDARD CONNECTION PROFILE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK /CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. SANITARY SEWER BEDDING AND TRENCH FOR DI PIPE & PVC PIPE SERVICE CONNECTION S2 -00 S2 -02 MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT 1 18in. <30in. 6 FT 236in. 1. FURNISH AS SHOWN ON PLANS AND /OR AT EACH MANHOLE WHERE NOTE:DEPTHS GREATER THAN 12' SEWER LINE CROSSES OPEN FIELDS WILL REQUIRE 2 MATS OF BLACK 2. SIGNS TO BE CONSTRUCTED *4 BARS, 8" O.C.E.W: - DEPTHS GREATER THAN 12' WILL ;` INVERT - 3/4 DIAMETER OF PIPE REINFORCING STEEL IN THE BASE. TEXT REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. UP TO 24 ". 24" AND LARGER WARNING FRO M 20 GA. STEEL BAKED ON SHALL BE FULL DEPTH INVERTS. ENAMEL FINISH. FURNISH ONE 10" UNDERGROUND SEWER ONE SIGIJ AND ONE POST STANDARD DROP MANHOLE CONTACT THE CITY FOR EACH MANHOLE INSTALLED STANDARD MANHOLE BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER NOTE: CAP CLEAN -OUT AT BLIND FLANGE ON YELLOW I LOCATION NUMBER N PLANS RESTRAINED JOINT FOR FORCE MAINS. S 1- 0 2 S 1- O 3 FURNISH BACKGROUND 14" �1 REPLACEMENT SIGNS AS FOR EACH NOTES: INSTALLED (OMITTING MANHOLE 1. 1" DIA. "STARTER" HOLES SHALL- BE DRILLED THROUGH WALL OF MANHOLE NUMBER ON MANHOLE SIGN) EXISTING MANHOLE SPACED 3 APART CENTER TO CENTER. (NOT A SEPARATE PAY ITEM) PIPE O.D. REMOVE INVERT AS REQUIRED AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED 7" NO. - P U 4' AND NEW INVERT FOR NEW BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING N ' 2" BLACK PRESSURE PERIPHERAL LINE. NEW INVERT SHALL THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. v SENSITIVE NUMBERS "STARTER" HOLES HAVE SMOOTH TRANSITION CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. O INTO EXITING INVERT. REWORK TO BE ADDED AFTER (SEE NOTE 1.) BASIC SIGN HAS BEEN EXISTING INVERT AS REQUIRED. 2, THE NUMBER OF REBAR DOWEL- SHALL VARY WITH SIZE OF WHITE 10 " OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. BACKGROUND. PAINTED. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH OPENING CREATION DETAIL - NON- SHRINK MANUFACTURERS REQUIREMENTS: SEWER WARNING AND A, _ GROUT 4. CONCRETE SHALL BE 3,000 P.sa• MANHOLE IDENTIFICATION SIGN CONCRETE 1' -0' - -P NK ADHESIVEORMED pjAMETER BLOCK WATERSTOP, OR APPROVED V/�RIES F s - 1 - 01 •3 REBAR (14" LONG) EQUAL. (SEE NOTE 3.) 1'-0" EMBEDDED AND 2" CLR. GRINK ROUT EPDXYED INTO MANHOLE (TYp GPtDUT WALL 3 ". (SEE NOTE 2.> WATERSTOP - PIPECONX NEW INVERT MANHOLE ADAPTER :. 1 PIPE O.D. SEAL, OR APPROVED PIPE O.D. a -) PLUS 18" EQUAL. (2 REO'D) PLUS 1$" -- -- 1 CONNEC DETAIL SECTIO V IEW I Q 1 M ANHOLE CONNECTION DETAIL _ ST ANDARD MANHOLE TIE -IN 4" PVC EXTENSION W /PVC CAP (SEE NOTE 3) PVC DOUBLE WYE - WITH PVC CAP (SEE NOTE 3) PLAN (TYPICAL) WATERSTOP- PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REO'D) 1 CONNECTION DETAIL SECTION VIEW B.2 S1 -04 3' SUBGRADE 2.0' OI >_ LrI W CL W 1 � Z a� MAIN TRACK ` I \ �o I ' :,.. - 4' -0' MIN. ( - °2 HOOPS, 12" O.C. STEEL CASING - CARRIER PIPE --r Io Iil: MACHINE BORING MACHINE BORING SEE NOTE 5 3 0 CONC.CURB & GUTTER SIDEWALK SIDEWALK 3.5 AS DESIGNED 3.5' MAX. OR AS DESIGNED ' I (SEE NOTE 1.) 1 (SEE NOTE 1.) � p WATER LINE i (MIN. 4' BURY) 3 PVC (SEE NOTE 3) 10 2' � DESIRABLE 2.0 2' PVC T -Y SERVICE FITTING (SEE NOTE 3) ' -- (SEWER TEE) STD. 45° PVC BEND SEWER LINE PVC SDR 210224101.01 MIN. STD. PVC COUPLING PROFILE NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2' -7" BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN_ 3. ALL SERVICE CONNECTIONS WITHIN THE R -O-W SHALL BE SDP. 21 D2241 MATERIAL. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALL WITH THE MAIN LINE CONSTRUCTION. - 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. SEWER SERVICE LINE CROSSING 53 -00 PROPOSED GRADE PAVEMENT SECTION 6" SELECT MATER]A!L © (MANUALLY CONSOLIDATE PIPE - -- "'" r AT OPTIMUM MOSTURE) <<, =e= .n rg.« (SPADE BY L17 5 110 PLACE, 6" MIN. TO FILL ALL VOOS AROUND PIP PIPE, MANUA 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. BEDDING AND CEMENT STABILIZED BACKFILL FOR Of Yr AND PVC PIPE STRUCTURAL AREAS © CEMENT STABILIZED SAND THE MATERIAL SHALL BE GRANULAR MATERLALS MEETING THE RE4U(s2EMc'JiTS OF MATERIAL "B" ABOVE MD(ED WITH PORTLAND CEMENT AND D'E'IGNED TO PRODUCE A MINIMUM UNCONFINED COMPRESSIYc STRENGTH OF 50 PSI IN 4B HOURS AND 100 PSI IN 7 DAYS WHEN COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM D558 AND CURED AND TESTED IN ACCORDANCE WITH ASIM D1632 AND ASTM D1633. THE CEMLkfT -SAND MIXTURE S:LaLi BE COMPACTED IN 8" LIFTS AT OR NEAR OPTjmUM MOISTURE CONTENT. FLUD MIXING OF CEMENT STABILIZED SAND IS ACCEPTABLE. I (TUNNELING IN EMBANKMENT) (TUNNELING IN CUT) NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RAILROAD CROSSING S3 -01 2' -0" MIN. MACHINE BORING 2' MIN. OPEN CUT (TUNNELING) OPEN CUT LIMIT LIMIT WIDTH OF PAVEMENT _ 3' -0" MIN. I �- SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER STEEL CASING AS REQUIRED CARRIER PIPE NOTE: 1_ FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED TYPICAL STREET CROSSING S3 -02 MACHINE BORING SHOULDER SHOULDER VARIES VARIES 5' -01 WIDTH OF PAVEMENT 5' -0' MIN. MIN. 3' -0" BELOW DITCH FLOW LINE. CARRIER PIPE- NOTE: STEEL CASING 1. FOR MORE INFORMATION ON WATER AND SEWER L I N E CROSSING SEE CITY STANDARD SPECIFICATION FOR WATIER AN SEWER LINE CONSTRUCTION. TECHNICAL SPEC�{CATI(A'JS. 2. STEEL CASING SHALL BE AS SPECIFIED IN T49 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHW)! A - OR MAIN THOROUGHFARE r:iROSSING �S3_03 L - PIER DIA. AS SHOWN ON PLANS SECTION A -A 3" CLEARANCE MININMUM NMI PIER DIAMETER VERTICAL STEEL *5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 �2' MAX. 1 y VARIES 3" CLEAR (MIN) 4" WIDE X 3/8" THICK STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE DUCTILE IRON PIPE TO PIER (2 REO'D. PER PIER) WRAP WITH ONE LAYER 1" x 18" GALVANIZED STEEL OF TAR PAPER TO ANCHOR BOLT SECURED T IS ENCOUNTERED. v 4. ALL SHAFTS SHALL BE BORED VERTICALLY o " PLUMB WITHIN 2" TOLERANCE. 6 z W� 5. ALL INFORMATION SHOWN IS CITY a MINIMUM. ALL PIERS SHALL BE Z o 3 DESIGNED BY A PROFESSIONAL ENGINEER. En POUR CON(. AGAINST o m UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER (S4 -00 •2 STIRRUP, 24" O.C. *4 BARS CONCRETE ENCASEMENT ENCASEMENT S4 -02 " MACHINED BEARING SURFACE BOLT HOLE DETAIL 33 -1/4" 32- 3/16" 2 -1/ 4" 7/16" i PICK HOLE DETAIL I SEE BOLT HOLE DETAIL ((WATERTIGHT COVER ONLY) GROOVE FOR 1/4" DIA. 1 "• - -- NEOPRENE GASKET COVER BACK 7/16" - 2-9/16" 0" -� - 3t -7/8" 7 L 15/16" 1 -1/2" 40 -3/4" IE- 21- 3/4 "-�I t2 -1/2" FRAME SECTION � COVER SECTION (4) 1/2" DRILLED AND TAPPED BOLT HOLES (4) 1/2 " -13 X 1 -3/4" SS HX HD BLTS (4) 1/2 " -13 X 1 -3/4" SS HX HD BLTS (WATERTIGHT FRAME ONLY) WITH STEEL & RUBBER WASHERS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY -V1420 APT) (WATERTIGHT COVER ONLY -V1420 APT) 1 TA LL R QS cO Ecf s L- BR aN AN COVER FACE COVER FACE (VULCAN V1420) (VULCAN V1420) MANHOLE RING AND COVER & TERTIGHT MANHOLE RING AND COVER SS 4-01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PE•ESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENW DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES 'RUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHAD)). STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COAPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A, WARRANTY ITEM. M .a. d• cF d d• 0 0 0 0 0 0 �- Cn N N O N Z N O M a o 0 o a o V) W W W W W W cn cn cn cn cn cn W W W W W W ck:: ,r r� �E OF + �• o ... • • * Y _ JOSEPH P. SCHULTZ if ij PREVENT BONDING O VERTICAL REINFORCING STEEL NOTES: _ 1. EACH PIER SHALL BE COMPLETED weal IN A SINGLE CONTINUOUS POUR. r- A A 2. CHAMFER EDGES 3/4 ". 00- w � 3. CONTRACTOR SHALL CONSTRUCT = F CONCRETE PIER TO A MINIMUM 12 It VERTICAL STEEL STEEL AS PER TABLE DEPTH OF 6' OR TO A DEPTH Z a WHERE A GOOD BEARING SOIL w *2 HOOPS, 12" O.C. IS ENCOUNTERED. v 4. ALL SHAFTS SHALL BE BORED VERTICALLY o " PLUMB WITHIN 2" TOLERANCE. 6 z W� 5. ALL INFORMATION SHOWN IS CITY a MINIMUM. ALL PIERS SHALL BE Z o 3 DESIGNED BY A PROFESSIONAL ENGINEER. En POUR CON(. AGAINST o m UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER (S4 -00 •2 STIRRUP, 24" O.C. *4 BARS CONCRETE ENCASEMENT ENCASEMENT S4 -02 " MACHINED BEARING SURFACE BOLT HOLE DETAIL 33 -1/4" 32- 3/16" 2 -1/ 4" 7/16" i PICK HOLE DETAIL I SEE BOLT HOLE DETAIL ((WATERTIGHT COVER ONLY) GROOVE FOR 1/4" DIA. 1 "• - -- NEOPRENE GASKET COVER BACK 7/16" - 2-9/16" 0" -� - 3t -7/8" 7 L 15/16" 1 -1/2" 40 -3/4" IE- 21- 3/4 "-�I t2 -1/2" FRAME SECTION � COVER SECTION (4) 1/2" DRILLED AND TAPPED BOLT HOLES (4) 1/2 " -13 X 1 -3/4" SS HX HD BLTS (4) 1/2 " -13 X 1 -3/4" SS HX HD BLTS (WATERTIGHT FRAME ONLY) WITH STEEL & RUBBER WASHERS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY -V1420 APT) (WATERTIGHT COVER ONLY -V1420 APT) 1 TA LL R QS cO Ecf s L- BR aN AN COVER FACE COVER FACE (VULCAN V1420) (VULCAN V1420) MANHOLE RING AND COVER & TERTIGHT MANHOLE RING AND COVER SS 4-01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PE•ESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENW DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES 'RUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHAD)). STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COAPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A, WARRANTY ITEM. M .a. d• cF d d• 0 0 0 0 0 0 �- Cn N N O N Z N O M a o 0 o a o V) W W W W W W cn cn cn cn cn cn W W W W W W ck:: ,r r� �E OF + �• o ... • • * Y _ JOSEPH P. SCHULTZ if ij Q Et. Z ��,�, L �xF a 2 r O it k4 0 S LJL 0 - x W x•,�:. W i DRAWN BY: yf DATE: 1 - 31 - 03 SCALE: N T S APPROVED: W. P. K. F I G U R E: SHEET 1 OF 1 con weal COD C�.7 W w � Cop!) O � Z Atli H COD Q Et. Z ��,�, L �xF a 2 r O it k4 0 S LJL 0 - x W x•,�:. W i DRAWN BY: yf DATE: 1 - 31 - 03 SCALE: N T S APPROVED: W. P. K. F I G U R E: SHEET 1 OF 1