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HomeMy WebLinkAboutDrawingsHORIZO SCALE. 1 "=20' VERT( SCALE: 1 "=2' STA: 0+00 EXISTING SSMH, INSTALL STANDARD MANHOLE TIE-IN TOP MANHOLE = 293.4' EX FL 6" OUT = 288.7' EX FL SERVICE IN=288.8' PROP FL 6" DIP IN=288.8' *SANITARY SEWER UNE TO HAVE STRUCTURAL BACKFILL I 1 1 1 3 I t� W I 406 4- 1 II O i HORIZONTAL SCALE: VIII -20" VERTICAL SCALE: 10=2' n / ?i / d L Id n In N S +' O ol d J Y. L C5 n C3 i N U 1-1 t0 d- 131 d O) 0 O u N d - C) 1-1 oj 300 296 294 292 290 pq.,T:l ry 286 LA U 0) DATUM ELEV 0 LOT 1, SOUTHCRI VOL. 22( O n d J 0 LOT 1, SOUTHCRI VOL. 22( 0+00 0+50 1+00 1+50 2+00 2+50 3+00 300 294 292 290 288 o O Z O� z— 9 O Q Q inj W pwp p �_ 0 s < U) p N c� ~O Q Z 0 00� 'Z z z zOW�ozW w z �P off, U Z Q W I- �_ d5 O\ U lui SU;7 � � y TRA=CT LLJc Q� w z ~ � W CD z W W O X W 4Y }�w w z =1 ~ z > z F U w c _fc EROSION & SEDIMENT- CONTROL NOTES: PRIOR TO REVEGEfATION OPERATIONS, 'CONTRACTOR TO SPREAD/R PLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OF 6". 0 ALL DISTURBED AREAS NOT TO BE PAVED ARE TO BE PREPARED AND SOD WITH BERMUDA GRASS SOD FOR CID PERMANENT ESTABLISHMENT OF VEGETATION. PRIOR TO SOD APPLICATION, CONTRACTOR TO REPLACE AND N CONSOLIDATE TOPSOIL TO A DEPTH OFDE 6". TOPSOIL TO BE DISKED TO A DEPTH OF 4". FINAL GRADES WITH N ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE. CONTRACTOR TO PROVIDE FOR MAINTENANCE AND FTS GUARANTEE. O vl MAINTENANCE: SHALL CONSIST OF WEEDING, FERTILIZING, INSECT CONTROL, WATERING, REPLANTING, MOVING, MAINTAINING OF EXISTING GRADES, AND REPAIR OF ANY EROSION DAMAGES FOR ALL AREAS WHERE 1— REVEGETATION WORK IS COMPLETED. MAINTENANCE TO BE CONDUCTED DURING THE PLANTING PERIOD THRU 90 DAYS AFTER THE WORK IS COMPLETED, INSPECTED AND APPROVE& BY THE OWNER. O w GUARANTEE: CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FORAQ� GUAPERIOD OF 90 RANTEE ALLDAYS PLANTEDER FINAL MATERIALSOD GROWTH AND TION FOR PERMANENT COVERAGE FOR A PERIOD SION CONTROL. OF 6 MONTTHS.CONTRACTOR GROWTH AND TO O COVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER QI'IZ THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 SQUARE FEET. PROVIDE A SECOND APPLICATION OF SPECIFIED REVEGETA'IION TO BARE AREAS NOT MEETING SPECIFIED I.Y w O COVERAGE AS DETERMINED BY THE ENGINEER. TO BE PERFORMED (WITHIN 60 DAYS OF INITIAL APPLICATION AND T� IMMEDIATELY UPON NOTIFICATION BY THE ENGINEER TO REPLANT. N v l U CONTRACTOR IS TO MAINTAIN EROSION CONTROL UNTIL VEGETATION IS RE-ESTABLISHED. INSURE SEDIMENT IS W , H 0 NOT TRANSPORTED TO EXISTING PUBLIC OR PRIVATE STREETS OR PROPERTY. — N H �� w0�wz WW��� cj)> ow � Lu w DIRECTION OF FLOW cn T—POST DRIVEN 24' �-- i--1 SPACED 6' APART FASTENED SECURELY TO IC O L SEDIMENT CONTROL FABRT—POST & WIRE MESH s O i� 6X6(max) WIRE MESH FASTENED TO T—POST 4' MIN__....( _8. OF FILTER FABRIC TO �r L•I�� INTO A TRENCH AND BE ANCH WITH COMPACTED BACK U. 1 14` 1 — — TOE OF SLOPE '(E OF T ,j1 10 •; * *•........... ........ i ••ALFRED A. PAINE ....... �.........i........:.I T I- z w 0 Z U O LL. La_ Z v c~n O w C) D- w 0- 0 w r W o00 N SCALE: 1'' 20' DRAWN BY: BLB APPROVED BY: AAP DATE: 09/02/2014 FILE: Plan/Prof SHEET s S 0 °d w 0o N eh^app C 0 N N 11 Z .Z II II dl. NNII I�Svo ii N z 000 10 _. wco zdao II O ZOQcC(n� �w=�jW �n � a 10L. 0 C4 aVaicio EXISTING — GROUND g g No 9 a. PROPOSED 6" D.I.P. — CLASS 350 CEMENT STAB( LIZED SAND EXIS ING 6' DUCTILE IRON PIE SS LINE ® 1.0% 0400 0450 1+00 1+50 2400 2450 3400 0+00 0+50 1+00 1+50 2+00 2+50 3+00 300 294 292 290 288 o O Z O� z— 9 O Q Q inj W pwp p �_ 0 s < U) p N c� ~O Q Z 0 00� 'Z z z zOW�ozW w z �P off, U Z Q W I- �_ d5 O\ U lui SU;7 � � y TRA=CT LLJc Q� w z ~ � W CD z W W O X W 4Y }�w w z =1 ~ z > z F U w c _fc EROSION & SEDIMENT- CONTROL NOTES: PRIOR TO REVEGEfATION OPERATIONS, 'CONTRACTOR TO SPREAD/R PLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OF 6". 0 ALL DISTURBED AREAS NOT TO BE PAVED ARE TO BE PREPARED AND SOD WITH BERMUDA GRASS SOD FOR CID PERMANENT ESTABLISHMENT OF VEGETATION. PRIOR TO SOD APPLICATION, CONTRACTOR TO REPLACE AND N CONSOLIDATE TOPSOIL TO A DEPTH OFDE 6". TOPSOIL TO BE DISKED TO A DEPTH OF 4". FINAL GRADES WITH N ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE. CONTRACTOR TO PROVIDE FOR MAINTENANCE AND FTS GUARANTEE. O vl MAINTENANCE: SHALL CONSIST OF WEEDING, FERTILIZING, INSECT CONTROL, WATERING, REPLANTING, MOVING, MAINTAINING OF EXISTING GRADES, AND REPAIR OF ANY EROSION DAMAGES FOR ALL AREAS WHERE 1— REVEGETATION WORK IS COMPLETED. MAINTENANCE TO BE CONDUCTED DURING THE PLANTING PERIOD THRU 90 DAYS AFTER THE WORK IS COMPLETED, INSPECTED AND APPROVE& BY THE OWNER. O w GUARANTEE: CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FORAQ� GUAPERIOD OF 90 RANTEE ALLDAYS PLANTEDER FINAL MATERIALSOD GROWTH AND TION FOR PERMANENT COVERAGE FOR A PERIOD SION CONTROL. OF 6 MONTTHS.CONTRACTOR GROWTH AND TO O COVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER QI'IZ THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 SQUARE FEET. PROVIDE A SECOND APPLICATION OF SPECIFIED REVEGETA'IION TO BARE AREAS NOT MEETING SPECIFIED I.Y w O COVERAGE AS DETERMINED BY THE ENGINEER. TO BE PERFORMED (WITHIN 60 DAYS OF INITIAL APPLICATION AND T� IMMEDIATELY UPON NOTIFICATION BY THE ENGINEER TO REPLANT. N v l U CONTRACTOR IS TO MAINTAIN EROSION CONTROL UNTIL VEGETATION IS RE-ESTABLISHED. INSURE SEDIMENT IS W , H 0 NOT TRANSPORTED TO EXISTING PUBLIC OR PRIVATE STREETS OR PROPERTY. — N H �� w0�wz WW��� cj)> ow � Lu w DIRECTION OF FLOW cn T—POST DRIVEN 24' �-- i--1 SPACED 6' APART FASTENED SECURELY TO IC O L SEDIMENT CONTROL FABRT—POST & WIRE MESH s O i� 6X6(max) WIRE MESH FASTENED TO T—POST 4' MIN__....( _8. OF FILTER FABRIC TO �r L•I�� INTO A TRENCH AND BE ANCH WITH COMPACTED BACK U. 1 14` 1 — — TOE OF SLOPE '(E OF T ,j1 10 •; * *•........... ........ i ••ALFRED A. PAINE ....... �.........i........:.I T I- z w 0 Z U O LL. La_ Z v c~n O w C) D- w 0- 0 w r W o00 N SCALE: 1'' 20' DRAWN BY: BLB APPROVED BY: AAP DATE: 09/02/2014 FILE: Plan/Prof SHEET s S NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS 4. MANHOLE LOCATION AND COMPACTION AB- SHALL BE USED AT.EACH MANHOLE IN NEW :FOLLOWS;: OR"EXISTING: RIGHT-OF-WAY. _ LOCATION COMPACTION REQUIREMENT 2 U,SE.ADEKA SEALANT OR APPROVED EQUAL BETWEEN RINGlCOVER PAVEMENT o. :AND C ; ADJUSTMENT RINGS NL � _ _ _ _ _ _ _98 � STANDARD PROCTOR {ASTM D 698) HIMNEY OR CORBEL/CONE SECTION:, LANDSCAPE AREA----- 90 % STANDARD PROCTOR':(ASTM D 695). 3, MANHOLE BASE THICKNESS AND.FOUNDATION 5. NO RINGS ARE:REQUIRED OUTSIDE OF STREET AS FOLLOWS: RIGHT=OF-WAY MANHOLE DEPTH IFT.) BASE THICKNESS - 6.: IN FLOODPLAINS,OR AREAS OFCONCENT ATED FLOW ;THE CONE SHALL HA L EXTEND'I FOOT ABOVE THE:BASE F , OOD ELEV -f ION OR A a-12 -- - - ------ $ BOLT DOWN WATER=TIGHT RING AND COVER ER. SHALL BE USED, 12 AND OVER'- -.-- _ - -.-_12 VENTED WHERE REQUIRED. 7. WARNING SIGNONLYT4 BEPLACED WHERE SEWER::CROSSES OPEN,FI.E.LDS.. MANHOLE DIA. MAIN SIZE 4 FT c18in. 5 FT A$im <30in. 6 FT ?36in. SEE NOTE 7 NOTE: DEPTHS GREATER THAN 1:2' WARNING WILL RE Ul E .... Q R 2 MATS F REINFORCING STEEL.IN THE' BASE:: 'SEWER SIGN: WINNOI.E MANHOLE SIG . to MANHOLE (SEE DETAIL 55=02) B.n (30- DIA. I _ I ;3' MIN. 12 MAX:: SEE NOTE 1 2-6 ,d ( �.. 8"'GREEN HEAVY:DUTY; y a 2-0, " WING. CHANNEL. POST CLASS."A".CONCRETE' ' < na 3000: PSI IN 28 DAYS ; VARIES VARIES: (SEETABLE): a; VARIES ' PLU 9" 8 MIN BACK FILL AROUND . MAX MH SHALL BE AS. PER NOTE4 All a INVERT = 314 DIAMETER OF IiAiN ' PIPE UP TO 24".., 2'•0" - ° ° p R'` pA ° 24"AL:DEND LARGER SHALL BE FULPTH INVERTS'. WATERSTOP-PIPECONX MANHOLE ADAPTER #4 BARS; 8" O.C.E W; SEAL_ nR APPRc3Vl=h NOTES: 1.1" DIA. "STARTER" HOLES -SHALL- BEDRILL-ED THROUGH - WALL OF EXISTING MANHdLE;SPAGED 3" APART . CENTER TO CENTER;. AFTER "STARTER". HOLES' HAVE, BEEN INSTALLED AN.D.APPROVED` BY A CITY INSPECTOR; EC ONTRAOTOR S.HALLHEGINREMOVING THECONCRETE INSIDE THE PERIPHERAL ,STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS., 2 THE NU.MBER'OF REBAR DOWELS! SHALL. VARY WITH . SIZE OF OPENING.. REBAR;SHALL NOT BESPACED MORE THAN. 12" CC. 3 WATERSTOP SHALL BE INSTALLED 1N STRICT'ACCORDA. NCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCR. ETE;SHALL BE.'3,0011 P4.L 2" CLR. - PERIPHERAL "STARTER" HOLES 6___�_(SIMNOTEAJ . NEW INVERT MANHOLE CONNECTION DETAIL s WATERSTOP-PIPECONX MANHOLEADAPTER SEAL, OR APPROVED EQUAL. (2 REQ"D} REMOVE INVERT AS REQUIRED+ 1 GONNECTI:ON DETAIL SECTION' VIEW AND NEW INVERT FR N OEW' B.2. LINE. NEW INVERTSHALL_ HAVE SMOOTH TRANSITION. INTO.EXITING INVERT: REWO..RK EXISTING INVERT AS REQUIRED. NON -SHRINK GROUT t-0" 5YNK0-FLEX PREFORMED PLASTIC ADHESIVE WATERSTOP, :OR APPROVED #3 REBAR(147 LONG) EQUAL. (SEE NOTE.3.) EMBEDDEI AND... _.. EPDXYED INTO.MA`NHOLE WATERSTOP - PIPECONX WAIL 3 (SEE NOTE 2.}: P1PE;O.Ds MANHOLE ADAPTER: PLUS 18 SEAL, OR APPROVED EQUAL.'(2 REQ'D) 1. CONNECTION DETAIL:SECTION VIEW B.1 STAND�;RD MANHOLE TIE-IN DATE DETAIL NQ. CM OF BRYAN MS. UNIFIED L''ITYOFC.,OUEGESTATION ��lT�;. AUG. 20'12 STANDARD DETAIL 5341 33-1/4" DIA [845mm] 32-3116" DIA :- 818 'm m [ I 1/4 MIDIA l A NEOPRENE GASKET 30" DIA + [762mmJ 32" DIA 813 mm 515"' 1-.112" 16m m [38 mm] 1 40 rnm 4-1/2" [73 trill7] j114mm] COVER SE ' N CTIA' FRAW R -O -W OR EDGE I _ SEMON 4" PVC EXTENSION 00.... .0 , ;. Z V-1.02-3 • 4MACHINED SURFACE DI 1u6 �. _ . rE96mm B7S.3-13!16" ALFRED A. PAINE n] nil R 1314" . r4. X4,016 [R44mm] H.R. ROD BOTI'01t TIEW .PICKBAR DETAIL OF VER f :NOTE: 1 CITY SPECIFIC ' NITARY SEWER 2'' LIDS TO BE USED FOR PUBLIC PVC WYE'WITH SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE SEWER SYSTEMS .1.,25mm 'DIA 2"f[5lmm LETTERING - rr DIL LETTER12.S STYLE- 1 25mm DIA HAI.1 fN� HOLf TY ] 1 BOOKMAN OLD STYLE HANDLING HOLE 2" [51mm LETTERING LEITER[ G STYLE:...__ BOOKMAN OLD STYLE 2 PICKS ' 44 ARS 2: P ICKBA.S 2" 2-- . , [51 MM] /► Y [51 MM] ju CITY OF BR 1 ".[[51mm LETTERING LETTERI�G STYLE. BOOKMAN OLD STYLE Q SELECT NATIVE MATERIAL GRANULAR MATERIAL. MAXIMUM LIQUID LIMIT' _ 45 MAXIMUM'PLASTICITY INDEX ls MAXIMUM PERCENT PASSING NO 200: SIEVE - 35 MINIMUM'PERCENT PASSING 314" SIEVE' 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN INET, SHALL NOT. ADHERE TO FORM A BALL WHEN PRESSED:IN THE HAND: CEMENT STABILIZED SAND 2".((51mm .LETTERING LETTERING STYLE: BOOKMAN OLD STYLE .NOTES: 1-FORBEDDINGAND, TRENCHINGWITHINALL EXIST/NP G AVEREAS. -SEEDETA/LS FOR OPEN CMTS-TRt7AEETS. /Details S7'4_U0; ST4-01;: .sr", THISNOTEDOESNOTAP LYTO STREETS BEING RECONSTRUCTED 2. ALL.BEDDING I& INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR'PVC PIPE. 3+:ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALLBE IN ACCORDANCETO ANSIIAWWA C150/A21 50 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING, S. ALL TRENCHESSHALL BE BACK FILLED. ANOTEMPORARY PAVING OR PLANKING: PLACED AT THE END OF EACH WORKING DAX., GENERAL NOTES: 1. ALL UTILITIES AND SERVICE LINES SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY KLING ENGINEERING AND SURVEYING FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT POSITIONS. CONTRACTOR IS RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN PLAN AND ACTUAL CONDITIONS PRIOR TO CONSTRUCT ION OF WORK ELEMENT AFFECTED. CTED. OW NER AND _ ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF INFORMATION OR DATA BELIED ON TO DEPICT- UNDERGROUND FACILITIES. CONTRACTOR IS TO CONTACT OWNERS OF ALL UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA AND NOTIFY OF INTENT AT LEAST 1 WEEK PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FACILITY OWNERS. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF ALL PIPELINES, EXISTING UTILITIES, AND SERVICE LINES WITHIN THE PROJECT AREA WHETHER SHOWN ON THE PLANS OR NOT, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FACILITY OWNERS AND ANY RELOCATION, REMOVAL, AND INSTALLATION, OR ADJUSTMENTS TO ALL EXISTING FACILITIES REQUIRED FOR PROSECUTION OF THE WORK. CONTRACTOR IS TO MAINTAIN STRUCTURAL INTEGRITY OF ALL PIPELINES, ELECTRIC TRANSMISSION POLES AND LINES, PERMANENT AND TEMPORARY UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING UTILITY FACILITIES, PAVEMENT, CURB, LANDSCAPING, IRRIGATION SYSTEM ETC. AS A RESULT OF CONSTRUCTION ACTIVITIES AND SHALL RESTORE ANY DAMAGED ELEMENT TO ORIGINAL CONDITIONS. CONTRACTOR TO CONTACT DIG-TESS/TEXAS 811 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SPECIFIC ATTENTION SHOULD BE PAID TO FRANCHISE UTILITIES AS WELL AS OIL AND GAS PIPELINE COMPANIES. SHOULD A CONFLICT ARISE BETWEEN THE PROPOSED CONSTRUCTION AND AN EXISTING UTILITY, CONTACT CEC 48 HOURS PRIOR TO CONSTRUCTION. 2. THE INTENT OF THIS PLAN SET IS TO DESCRIBE THE COMPLETED WORK TO BE PERFORMED UNDER THE CONTRACT. UNLESS OTHERWISE PROVIDED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS, SUPPLIES, TOOLS, EQUIPMENT AND LABOR NECESSARY FOR THE PROPER PROSECUTION AND COMPLETION OF THE WORK. 3. CONTRACTOR IS TO MAINTAIN AND INSURE INTEGRITY OF ALL EXISTING UTILITIES. CLOSE ATTENTION IS TO BE PAID TO EXISTING POWER, LIGHT AND TELEPHONE POLES. - 4. CONTRACTOR IS TO CONTACT THE CITY OF COLLEGE STATION UTILITY DEPARTMENT AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. 5. UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL MATERIALS AND DEBRIS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A MANNER SATISFACTORY TO THE OWNER, ARCHITECT & ENGINEER. CONTRACTOR TO OBTAIN ANY NECESSARY PERMITS. 6. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO ADJACENT PROPERTIES AND PUBLIC RIGHT OF WAYS AND IS RESPONSIBLE FOR CLEANUP IF SUCH OCCURS. CONTRACTOR IS TO INSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ON TO ANY PUBLIC OR PRIVATE STREETS OR LAND AND IS RESPONSIBLE FOR SITE CLEANUP- AFTER- EACH DAYS- WORK. CONTRACTOR- IS-- TO MAKE USE OF BEST MANAGEMENT PRACTICES TO PREVENT SEDIMENT FROM LEAVING THE SITE OR ENTERING EXISTING DRAINAGE FACILITIES. CONTRACTOR SHALL MAINTAIN EROSION CONTROL THROUGHOUT CONSTRUCTION PERIOD AND UNTIL GRASS IS ESTABLISHED. 7. LIMITS OF WORK: CONTRACTOR IS TO CONFINE ALL WORK TO EXISTING EASEMENT AREAS OR OWNER'S PROPERTY. NO CONSTRUCTION ACTIVITY IS ALLOWED ON OR THROUGH PRIVATE PROPERTY UNLESS COVERED BY A PUBLIC UTILITY EASEMENT. SITE SPECIFIC NOTES (f) 0 LL F - O 1. THE EXISTING GROUND TOPOGRAPHY SHOWN IN THESE PL ANS IS BASED ON AN ON THE GROUND SURVEY O Z CONDUCTED IN SEPTEMBER 2004 (BASIS OF ELEVATION -C CITY OF COLLEGE STATION GPS MONUMENTATION Z QO SYSTEM) PRIOR TO CLEARING OF THE CONSTRUG310N ARE N. IT IS THE SOLE RESPONSIBILITY OF THE O Q � CONTRACTOR TO DETERMINE THE IMPACT, IF ANY, CLEARIG WILL HAVE ON THE DESIGN SHOWN HEREON. L W W O >-I m0 2. PRIOR TO REVEGETATION OPERATIONS, CONTRACTOR TO SPREAD/REPLACE AND CONSOLIDATE TOPSOIL TO A0 - N :DN � Z DEPTH OF 6. Q V) ob- 5 Z Z N c� I�, O 3. ALL DISTURBED AREAS NOT TO BE PAVED ARE Tp BE PREPARED AND SOD WITH BERMUDA GRASS SOD FOR W `� Z }' PERMANENT ESTABLISHMENT OF V @R TO SQD APPLICATION CONTRACTOR TO REPLACE z ( O W VEGETATION. PRIG. E AND U \0 � _ > CONSOLIDATE- SOIL TO TOPSOIL TO A DEPTH OFDE 6 TOP BE DISKED TO A DEPTH OF 4 . FINAL GRADES WITH W ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE. > U, j Q CO W < Z Q W v CO 00 Q:f 0 I I- W CD SANITARY SEWER LINE NOTES z w x z 0\ u u N 1. THE SANITARY SEWER LINE AND APPURTENANCES SHOWN EREON SHALL BE CONSTRUCTED IN z � Q N CONFORMANCE WITH THE B/CS UNIFIED WATER AND SEWE TECHNICAL SPECIFICATIONS LATEST REVISION. W _ >- W 3: _ ry LL 2. SANITARY SEWER LINES SHALL BE TESTED FOR EXFILTRATICN AND TV INSPECTED PRIOR TO Z ry I- If 0 ACCEPTANCE. EXFILTRATION ON COMPLETED LINES MUST NOT EXCEED TWO HUNDRED TWENTY-FIVE CD C/) Z (225).GALLONS. ALL MANHOLES SHOULD BE LEAK TESTED EITHER BY THE WATER OR VACUUM W W � x Fy W 3. MANHOLES ARE TO BE WATER TIGHT AND SHALL BE TESTED FOR LEAKAGE BY WATER OR VACUUM. z H Z 4. TRENCH BACKFILL SHALL BE COMPACTED TO 98% STANDARD (ASTM D-698) UNDER AREAS TO BEz PAVED, ALL OTHER AREAS SHALL BE COMPACTED TO 95% STANDARD (ASTM D-698). TESTS ARE TO W BE CONDUCTED EVERY 200' FOR EVERY 12" OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6" U LIFTS. 5. ALL SANITARY SEWER FLOWLINES (IN & OUT ARE CALCULATED TO THE CENTER OF THE MANHOLE. CONTRACTOR IS TO ADJUST FLOWLINES TO MATCH THE FAC OF THE MANHOLE.) 6. CONTRACTOR SHALL PROVIDE TRENCH SAFETY PER OSHA STANDARD 29 CFR PART 1926, SUBPART P AS NEEDED. C EC 7. ALL SANITARY SEWER SERVICE LINES SHALL BE 6" PVC, ASTM D3034, SDR 26 GASKETED PIPE. CAP AND MARK END ® SURFACE W/4" PVC PIPE PAINTED GREEN EXTENDING 4' ABOVE GROUND. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A SET OF "RED LINE" CONSTRUCTION PLANS SHOWING THE AS -BUILT CONDITIONS TO CEC AT,LEAST ONE WEEK PRIOR TO JOB CLOSEOUT. O AS -BUILT DRAWINGS TO INCLUDE ALL PIPING AND OBSTRUCTIONS ENCOUNTERED OR INSTALLED (D DURING CONSTRUCTION. + ^, N ` V O oV O cl)NC/) >U UJ Z>�N mopp U � o wW cn > y, f" L!J w a- s� a PVC (SEE NOTE 3) SEE NOTE 5 (MIN.1%o SLOPE) TEE WYE SERVICE. PL" (SEWERTEE) (TYPICAL) S'TAADARD CONNECTION RROIIE RI -O -W OR EDGE OFEASEMENT NOTE: VARIES_ 1.: WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7 BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BESET TO 3.5' MAXI. ALLOW SANITARY SEWER.SERVICE. I (SEE, NOTE 1 1.1 MARK EACH SERVICE END WITH AND METAL " POST PAINTED GREEN. NOTES)` T" 3. ALL MATERIAL SHALL BE ASTM II D3034-SDR26` W/ GASKETS ' 4. ALL SERVICE CONNECTIONS & PVC (SEE NOTES) I EXTENSIONS ARE TO BE INSTALLED(MIN.� LO WITH. THE MAIN LINE CONSTRUCTION. .1"SPE) 5., ACLEANOUTIS REQUIRED AND STD. 45° BEND - WILL.BE INSTALLED :BY THE I PLUMBER AT THE ROW FOR EACH SERVICE. 6... WHEN .SERVICE CONNECTION IS DEEP . STACK VARIES IN HEIGHT CONTRACTOR.MUST-PLACE.A VERTICAL w STACK THAT SHALL BE BROUGHT WITHIN'; 3-112 FEET BELOW NATURAL GROUND. 2A' Z: W ALLOWABLE STD. 45°'BENO ar TAPPING AREA: 15°16° TEE WYE SERVICE FITTING (SEWER _ WYEAND 1/8 BEND) -BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW DEEP'COAMCTIONPROME CENTERLINE OF.MAIN.. CITY ' O COLLEGE STATION SANITARY SEWER SERVICE CONNECTION DATE DETAIE' ND: CITY OF BRYAN B/CS UNIFIED CdITYOFCOLLEGE'STATiON' 71,A der- rte, AUG. 2012: STANDARD DETAIL 87-01 R -O -W OR EDGE I _ p E-, o 4" PVC EXTENSION 00.... .0 , ;. Z OF EASEMENT • WIPVC.CAP SCALE: N.T.S. ALFRED A. PAINE DRAWN BY: BLB (SEE NOTE 3) C.................................. 72 i FILE: f 1 2'' v O In PVC WYE'WITH - VARIES PVC CAP (SEE NOTE 3) . (SEE NOTE 1.} 2; I t Lu 0 2 0' w SITE SPECIFIC NOTES (f) 0 LL F - O 1. THE EXISTING GROUND TOPOGRAPHY SHOWN IN THESE PL ANS IS BASED ON AN ON THE GROUND SURVEY O Z CONDUCTED IN SEPTEMBER 2004 (BASIS OF ELEVATION -C CITY OF COLLEGE STATION GPS MONUMENTATION Z QO SYSTEM) PRIOR TO CLEARING OF THE CONSTRUG310N ARE N. IT IS THE SOLE RESPONSIBILITY OF THE O Q � CONTRACTOR TO DETERMINE THE IMPACT, IF ANY, CLEARIG WILL HAVE ON THE DESIGN SHOWN HEREON. L W W O >-I m0 2. PRIOR TO REVEGETATION OPERATIONS, CONTRACTOR TO SPREAD/REPLACE AND CONSOLIDATE TOPSOIL TO A0 - N :DN � Z DEPTH OF 6. Q V) ob- 5 Z Z N c� I�, O 3. ALL DISTURBED AREAS NOT TO BE PAVED ARE Tp BE PREPARED AND SOD WITH BERMUDA GRASS SOD FOR W `� Z }' PERMANENT ESTABLISHMENT OF V @R TO SQD APPLICATION CONTRACTOR TO REPLACE z ( O W VEGETATION. PRIG. E AND U \0 � _ > CONSOLIDATE- SOIL TO TOPSOIL TO A DEPTH OFDE 6 TOP BE DISKED TO A DEPTH OF 4 . FINAL GRADES WITH W ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE. > U, j Q CO W < Z Q W v CO 00 Q:f 0 I I- W CD SANITARY SEWER LINE NOTES z w x z 0\ u u N 1. THE SANITARY SEWER LINE AND APPURTENANCES SHOWN EREON SHALL BE CONSTRUCTED IN z � Q N CONFORMANCE WITH THE B/CS UNIFIED WATER AND SEWE TECHNICAL SPECIFICATIONS LATEST REVISION. W _ >- W 3: _ ry LL 2. SANITARY SEWER LINES SHALL BE TESTED FOR EXFILTRATICN AND TV INSPECTED PRIOR TO Z ry I- If 0 ACCEPTANCE. EXFILTRATION ON COMPLETED LINES MUST NOT EXCEED TWO HUNDRED TWENTY-FIVE CD C/) Z (225).GALLONS. ALL MANHOLES SHOULD BE LEAK TESTED EITHER BY THE WATER OR VACUUM W W � x Fy W 3. MANHOLES ARE TO BE WATER TIGHT AND SHALL BE TESTED FOR LEAKAGE BY WATER OR VACUUM. z H Z 4. TRENCH BACKFILL SHALL BE COMPACTED TO 98% STANDARD (ASTM D-698) UNDER AREAS TO BEz PAVED, ALL OTHER AREAS SHALL BE COMPACTED TO 95% STANDARD (ASTM D-698). TESTS ARE TO W BE CONDUCTED EVERY 200' FOR EVERY 12" OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6" U LIFTS. 5. ALL SANITARY SEWER FLOWLINES (IN & OUT ARE CALCULATED TO THE CENTER OF THE MANHOLE. CONTRACTOR IS TO ADJUST FLOWLINES TO MATCH THE FAC OF THE MANHOLE.) 6. CONTRACTOR SHALL PROVIDE TRENCH SAFETY PER OSHA STANDARD 29 CFR PART 1926, SUBPART P AS NEEDED. C EC 7. ALL SANITARY SEWER SERVICE LINES SHALL BE 6" PVC, ASTM D3034, SDR 26 GASKETED PIPE. CAP AND MARK END ® SURFACE W/4" PVC PIPE PAINTED GREEN EXTENDING 4' ABOVE GROUND. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A SET OF "RED LINE" CONSTRUCTION PLANS SHOWING THE AS -BUILT CONDITIONS TO CEC AT,LEAST ONE WEEK PRIOR TO JOB CLOSEOUT. O AS -BUILT DRAWINGS TO INCLUDE ALL PIPING AND OBSTRUCTIONS ENCOUNTERED OR INSTALLED (D DURING CONSTRUCTION. + ^, N ` V O oV O cl)NC/) >U UJ Z>�N mopp U � o wW cn > y, f" L!J w a- s� a PVC (SEE NOTE 3) SEE NOTE 5 (MIN.1%o SLOPE) TEE WYE SERVICE. PL" (SEWERTEE) (TYPICAL) S'TAADARD CONNECTION RROIIE RI -O -W OR EDGE OFEASEMENT NOTE: VARIES_ 1.: WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7 BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BESET TO 3.5' MAXI. ALLOW SANITARY SEWER.SERVICE. I (SEE, NOTE 1 1.1 MARK EACH SERVICE END WITH AND METAL " POST PAINTED GREEN. NOTES)` T" 3. ALL MATERIAL SHALL BE ASTM II D3034-SDR26` W/ GASKETS ' 4. ALL SERVICE CONNECTIONS & PVC (SEE NOTES) I EXTENSIONS ARE TO BE INSTALLED(MIN.� LO WITH. THE MAIN LINE CONSTRUCTION. .1"SPE) 5., ACLEANOUTIS REQUIRED AND STD. 45° BEND - WILL.BE INSTALLED :BY THE I PLUMBER AT THE ROW FOR EACH SERVICE. 6... WHEN .SERVICE CONNECTION IS DEEP . STACK VARIES IN HEIGHT CONTRACTOR.MUST-PLACE.A VERTICAL w STACK THAT SHALL BE BROUGHT WITHIN'; 3-112 FEET BELOW NATURAL GROUND. 2A' Z: W ALLOWABLE STD. 45°'BENO ar TAPPING AREA: 15°16° TEE WYE SERVICE FITTING (SEWER _ WYEAND 1/8 BEND) -BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW DEEP'COAMCTIONPROME CENTERLINE OF.MAIN.. CITY ' O COLLEGE STATION SANITARY SEWER SERVICE CONNECTION DATE DETAIE' ND: CITY OF BRYAN B/CS UNIFIED CdITYOFCOLLEGE'STATiON' 71,A der- rte, AUG. 2012: STANDARD DETAIL 87-01 SHEET SS2 OF 2 I _ p E-, o 00.... .0 , ;. Z v • SCALE: N.T.S. ALFRED A. PAINE DRAWN BY: BLB APPROVED BY: AAP C.................................. 72 i FILE: SHEET SS2 OF 2 OF lit 00.... .0 , ;. • SCALE: N.T.S. ALFRED A. PAINE DRAWN BY: BLB APPROVED BY: AAP C.................................. 72 i FILE: f z 0 a Z v O In hw 0 SHEET SS2 OF 2 w Q 0 SCALE: N.T.S. DRAWN BY: BLB APPROVED BY: AAP DATE: 09/29/ 14 FILE: SHEET SS2 OF 2 • I ) f f I 0 40 80 120 I , , D 40 80 120 I ; SCALE IN FES I + F OL LEMAN DRIVE { ; SCALE IN FEET LOT 1,15LOCK 1 SCALE: 1 "=40 f , �� ; SCALE: i f , LOT 1, BLOCK 1 , t SOUTHCREEK PHASE i , , � SOUTHCREEK PHASE 1 f 1 VOL. 2205, PG. 243 a , f , i dVOL. 2205, PG. 243 SUBJECT I , TRACT i I ® SOUTH ®ST PARKWAY t 55' PRIVATE ACCESS EASEMENT fU09 _ ling I , i VOL 53. PG. 645 -PLATTED 55' PRIVATE ACCESS EASEMENTSAMTANH SEWER --- — — _ _ —_——— — — — Fj — — -) : f S VOL. 553 PG. 645 -PLATTED, J , MANHOLE c, � , — — — — — f , 0' TIL! EM NT f f — — _ .._ — — .— - — — J DUMPSTER------------ —-------- -- ' ' VOL. 553 "PG. 64 -P TTED + Q _ i — j 1/2• IRON AREA , , A` .20' UTILITY EASEMENTLfl 64.13 (CALL) ROD FOUND ----------------------------------- s r- --- ------------------------- -�--- + RENEK TAP ROAD 1!2° "IRON VOL. 553, PG. 645 PLATTED f f - -- K N 42'04 51 EN364.13-------------------------------------- --------------------•----------- ---_-. f 1/2• iRON'ROD FOUND ROD FOUND ---- _______ + + TRANSFORMER PAD f 1 a » r-- I SRS: N 04°02'54 E 0.28' N 42x04 51 EN364.115 --- - -- 1/2° IRON ROD r f ' I/2' IRON ROD FOUND TELEPHONE PEDESTAL _ . - , f , .� ��� & FAP 5ET + SR5: N 04°02:54 E D.28' SR5: 5 24°55'W-3.2' ------------------------------------------ ----------- + 'r- ---- --i--- -' --------- ' �� w, I i Mr----------- ------------,_-- - j 251.10 + 7-1 113.03 ------------------------------------------------------------- ---- ------------ -,.;iELEPHONS PEDESTALzw i----- __�15'REAR SETBACK LINE ' TELEPHONE , SRS' S 23°04'E5.8 u� f PER ZONING ORDINANCE 1 ;p.MARKER + ,„------- ---�- -_`- __�_� , __ti .��, , 4755 9 Wn fHENERATORTRANSFORMER PAD — , .CINITY MAP .r ------ ----- — (_ �_ a •.. p � ; i 20 ELECTRICAL EASEMENT .. _. AD v , , t , .. .. - � ...VOL372, PG. 141 PLATTED ;dOT TO - , SCALE _ , _ , 1 1a.o • o. f ELECTRIC r�4SEMENT t - .._.:. ,.. _.. moo- „ .. ... ,• i o <,�; . o_ •�_.: o:_o.. �o:o •ozo =o _^ - � � >f2” IRON D i :r - _.,,... ..,.... - _ .,Fa. --,_,o•.., _ f f .. - - VOL.372. PG. 141 PLATTED , - 3 TTE,O , -. .1i'. -...,A � &CAP. 51:T os __ LOT 2 BLOCK A 3 i i 15.x' + + , EASTMARK SUBDIt►1S10N f , J g } _k. 1` w w is + .- , - , , LOT 2, BLOCK A -+ n v y s __ z o t PHASE 1 , , EAS i3K SUBDIVISION a w a w f NOTES. w 'U '� �z , z n x..- VOL: 315 PG. 189 `` , , TI`il'.A to OD .. DISE STOF�' $ , _ >` > rn ¢ _ -. _ . x _ . PROPOSED I O'xi5' PUBLIC PHASE 1 Q •- ... _BRLCK:3- w o 00 r O GUILD a I _._ w M VOL. 515 PG:1 _.. NG. __ u $s 2 ,• T � . •_ _ _ u , . _- 1. BAS nu � cn _. rv. _ :, ___ _� a IS OF BEARINGS IS TY EASEMENT , W ° 2 r� i r :a m o a ,� O THE MONUMENTED NORTHWEST c0 > op o ; 1- n w„'a �g t., c� RIGHT OF:WAY LINE OF SOUTHWEST PARKWAY ACCORDING i a +- or 41 OD ,... n. ,n c� ....1 + t1. t ' Q ' Ir+� a� . ,,. _j) z O' TO THE PLAT RECORDED IN VOL. 8414, PG. 147 OF THE 2 • + Q ,7O � c9 .n:;; ,r w u, w z , ri 5 , , _ C4 o o w .tea,,. v -a o ,7D N , n OFFICIAL RECORDS OF BRAZOS COUNTY TEXAS. RECO Z J 3 LOT 2R-� BLOCK A f -m a• N Z a o Ir y,P w (o fn N .p , w , » RD d s ° ,'r3'S Z 1 Y vI .. n ,. „ N _ 2 BEARING: -S 42 08 03 W. �. to wu, + , fl a Y M �.<<` z. LOT 2R, BLOCK A 6 0 W � w s x 1.00 ACRE a M� t N t !ci o o oq T� a ,.n o + a 0_ N �' :�' Ifo , i_ EASTMA , Z , Y h f w d w m ,�� RK SUBDIVISION Iln w CL o , 1` r, , f Wo, 2. CURRENT TITLE APPEARS VESTED IN UNITED WAY OF THE d' Q !'. i3a. a., , 5 3 - «> __. PHASE 2 wm Q'� �' t , , J U, �� �p BRAZOS VALLEY, INC. BY VIRTUE OF DEED RECORDED IN o Jam„ ! , zo, �r x z ..:.. _ + IA f m VOL 6450 Jl - m , Vie- , w m _ w Z " z :. VOL. 8414, PG. 147 ,no f , 6n PG. 295 OF THE OFFICIAL RECORDS OF •rfi OT 2R a BLOCK A , ,n �.- BRAZOS COUNTY TEXAS. J 3 1!2' IRON ROD + c0 + . ^ , , & CAP s> T 0.7 ACRE ;n ' 4 Z z ccii -� �� Z in0 i W o , , �� " o :'_ N �Y ' (A' 3. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 H� FF=23.20' FOR i o o YEAR FLOODPLAIN DPLAIN ACCORDING TO THE F.E.M.A. FLOOD � -�:�•w �� PURPOSES OF :. 15' SIDE s tiYt � : s + INSURANCE RATE MAP. FOR BRAZOS COUNTY, TEXAS AND U j SEVYFRABILiTY, ro t i > STREET SETBACK LINE .., k �u , , INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL N0. ��. 1 0o := PER ZONING ORDINANCE 1 f 0310F, MAP NO. 48041 C0310F. EFFECTIVE DATE: APRIL 2 2014. ' WATER VALVE 825: r' 5 72°20'YF 5.3' >' I BRICK 30' BUILDING LINE f , 1/r. IRON ROD f ! RE uta sP cEs t. RI L SIGN voL. ss3, PG. s4s=PLATTED opnc ; , 4. SITUS ADDRESS: #909 SOUTHWEST PARKWAY EAST. z & CAP SET ► ; t7RE HYDRANT SR5. CABLE. BOX ELECTRIC 5 67°26'MF-6.3' __ i METER v n:-: ------ '--------------------- :sem r. - ------------- - , PURPOSES OF SIGNAGE, NON 1!2' IRON r.._ - ------------- ----- ------------ N --- 5 FOR I i ARCHITECTURAL STANDARDS, AND LANDSCAPING LOTS 2R-1 ROD FOUND BRICK WALL' o TELECOMMUNICATIONS , t ----------------------------------------------- 20I , , aoxUTILITY & LANDSCAPE EASEMENT ELECTRIC ELECTRIC AND 2R-2 WILL BE CONSIDERED ONE BUILDING PLOT. I/Z. IRO .. �•_-_ i R44 4lIND VOL. 553, PG. 645 -PLATTED BOX + LJ i BOX --------------- ---------- - ----- --------------- a '" 339.22 SCALL) + + ROD FOUND 20' UTILITY iY LANDSCAPE EASEMENT - _- 1!2" IRON 1/L" IRON ROD � a a = � _...,. � VOL 553. PI, 645 -PLATTED � + TELECOMMUNICATIONS ... • .� f ROD FOUND 142.$S' &. CAP 5E7 , a Box :: :,, ..... •::.: S 42 _ _ _ '08 Q3 WN339 20 . CONCRETE SIDEWALK 196.32 :.. .. ...:.....;: S BCI � :...,., ::.<... 4200 ' s"Wf+ 339.20' 5/Pr IRON ROD & CAP FOUND 5/0' IRON ROD SOUTHWEST PARKWAY -80' R.O.W. & CAP FOUND ,(56' WIDE ASPHALT PAVEMENT) CURVE TABLE: SOUTHWEST PARKWAY -BO' R.O.W. CURVE 56' WIDE ASPHALT PAVEMENT) LENGTH RADIUS DELTA CHORD BEARING � T) C1 MEAS. 39.24' :25.00' N (MEAS.) 89.56 32 S 87 06 19 W 35.34 (CALL)''''39.26 25.01} a_r89 5823 S 871005W-35.35 OF a r rrn �:, t.iLOTS 12BLOCK' r i - .. E A- S ARK SU LL _ . ]"ASE /,,CERTIFICATE OF OWNERSHIP AND -3, - , z. a DEDICATION 3 fl BEING A STATE OF TEXAS :COUNTY OF BRAZOS CERTIFICATE OF THE COUNTY CLERKREPLAT - fU 3 STATE OF TEXAS _ � We, 'The 'United Wa ,owners -and. develo a .-- Y p rs of the Jand shown on. this Plat, and designated herein COUrN OF BRAZ oas the Replat of Lot 2R, Block A., Eastmark Subdivision :Phase II, beinga Final -Plot of :Lo - is 2R 1 & 2R-2, Block'W',.. , . Eastmark Subdivision Phase li a _ to the Cityof College Station LOT 2R, BLOCK1 r — _ 'County r T __._, Clerk in Texas, a and for c and whose- name {Y said coup .. .. 1..- 1 me is subscribe a do hereby _: I , �..).... ... ......�_._ d hereto,,, hereby dedicate to .the use of the . . o Y public forever all C FlCATE OF PIANNiNG A ND CONI P certify that t to ether with it NG COM - _ fiat .. _ _. . _. _ ..... -•+ streets ales 9 s c rt,fic tes of authentication was filed for record MISSION :r, ,,; ,.3 : < ... :. .... :... . .: ... <:. .I:,:a ... :_ ord m my office - _ ._. -. i y , parks, greenways, m#rastructul"e ,easements, and public ,places thereon shown for the < the „ _ • • • _ y f, 2015,. in the .Deed Records of : ; �.,:::,., a purpose, and consideration therein :expressed. All such dedications shalt be in fee simple unless�. —, Chairman of the Planning ........:... .i P Brazos County,- Texas, in VolVu .����� Page ol�i. _-.,_...-.- a Hing 'and Zornn Commission ..:,: j _.;:.: :.a :. a._• :......t' �. _ _ ... _ .. _ ...... _..... _.7..I .. 9 EAS ARIA SUBDIVISION� expressly provided otherwise. of the Cit of CoNe a Station, o Y g hereby certify that the attached plat was dui approved b s'- i:s, t3_ _ WITN Commission on t Y PP y the c ESS my hand and official Seal. at my office in Bryan, Texas. he day of t.,��_ 2015. m PHYASE I1 Q son Prince, resid t and CEO / l C: -- 1.74 ACRES v County Clerk, Chairman :. fr STATE OF TEXAS Brazos Count Texas o COUNTY OF y' MORGAN RECTO SURVEY Y — � 46 CERTIFICATE OF SURVEYOR AND/OR .ENGINEER- ... _. :.: R S U R Y E 1 A .: .r t o Before me; the .undersigned authority, on this da personally appeared : Y P Y PP Alison Prince :known to me to �;;,, ; ;,,,,, , , COLLEGE STATION, BRAZES COUNTY, TEXAS > : � CERTIFlCATE OF CTfY ENGINEER STATE OF TEXAS � be the ;person whose name is subscribed to "the foregoing instrument, and acknowledged to me t / g hat COUNTY OF BRAZOS II he/they executed the same for the purpose and consid • ,ter P P consideration ,therein stated... ��,?/�'TV , ,.�J _ OWNED AND DEVELOPED BY: , I -1,- �_� —�—__ City Engineer of the Cit of College Station, _ / ... Y ge S a ion, Texas, .. Q hereby certify N that this hs Subdi� Si �Kling.ti . . T fY Subdivision Plat con S. M. Given � - forms oU NITED WAY OF THE BR I" the requirements, of the Subdivision Regulations Public ..Surveyor, No. 20D3, to the State of Texas h '�. F AZOS VALLEY NC. ..fah via � 9ereby cert,f #hat the Q' � s r , � under my hand and .seal on _day of _y o £ �•. ; -- _, 201.5. „ ' of the City 'of College Station. .•• � -: lot s true '� • R 909 SOUTHWEST PARKWAY EAST — 9 B„U P and correct and .was prepared from an actual survey of the property and that *t '� O .., S P P Y at property o .tP markers and monuments were CO placed under my supervision on the round LLEGE STATION, TEXAS 77$110 u� `z : ' `r : •, C� 9 o J• ''tp S.M. KUNG 979 696-4483 ext. 113 • Zr KE1/IN J. PFUNTNER 2003 _.. "=40' c c Notary Public, Brazos Coun , .Texas � EXPIRES . >•• . _ ..:. _ �:_ , F o SCALE. 1 40 OCTOBER, 2014 O FEBRUARY 13, 2018 Y g 55 ., ,. -� , City of College Station . 7 '• ' .; �- ; S. M. Klin SUR PREPARED BY. z g, R.P.L.S. No. 2003 KUNG -ENGINEERING & SURVEYING _.0 •.,• �+.: °•• ,� ._ EYING_- (A DIVISION Of) J '••......•• 5 ,, CIVIL ENGINEERING CONSULTANTS _ 4101 S. TEXAS AV. STE A+ BRYAN, TX +P : H.979 /$A•6 6212. i I r, i - -C =��+ R E P LAT OR!"INAL PLAT . N o� ,Ngo SCALE: 1"=40' VOL "8414, PG. 147. rn a c o � C5 C-0• s O ,m R1 o �a - CPN' a J N0•A r4 .. 9D 1130 d• I Q -Z 0 W N M. _, OF a r rrn �:, t.iLOTS 12BLOCK' r i - .. E A- S ARK SU LL _ . ]"ASE /,,CERTIFICATE OF OWNERSHIP AND -3, - , z. a DEDICATION 3 fl BEING A STATE OF TEXAS :COUNTY OF BRAZOS CERTIFICATE OF THE COUNTY CLERKREPLAT - fU 3 STATE OF TEXAS _ � We, 'The 'United Wa ,owners -and. develo a .-- Y p rs of the Jand shown on. this Plat, and designated herein COUrN OF BRAZ oas the Replat of Lot 2R, Block A., Eastmark Subdivision :Phase II, beinga Final -Plot of :Lo - is 2R 1 & 2R-2, Block'W',.. , . Eastmark Subdivision Phase li a _ to the Cityof College Station LOT 2R, BLOCK1 r — _ 'County r T __._, Clerk in Texas, a and for c and whose- name {Y said coup .. .. 1..- 1 me is subscribe a do hereby _: I , �..).... ... ......�_._ d hereto,,, hereby dedicate to .the use of the . . o Y public forever all C FlCATE OF PIANNiNG A ND CONI P certify that t to ether with it NG COM - _ fiat .. _ _. . _. _ ..... -•+ streets ales 9 s c rt,fic tes of authentication was filed for record MISSION :r, ,,; ,.3 : < ... :. .... :... . .: ... <:. .I:,:a ... :_ ord m my office - _ ._. -. i y , parks, greenways, m#rastructul"e ,easements, and public ,places thereon shown for the < the „ _ • • • _ y f, 2015,. in the .Deed Records of : ; �.,:::,., a purpose, and consideration therein :expressed. All such dedications shalt be in fee simple unless�. —, Chairman of the Planning ........:... .i P Brazos County,- Texas, in VolVu .����� Page ol�i. _-.,_...-.- a Hing 'and Zornn Commission ..:,: j _.;:.: :.a :. a._• :......t' �. _ _ ... _ .. _ ...... _..... _.7..I .. 9 EAS ARIA SUBDIVISION� expressly provided otherwise. of the Cit of CoNe a Station, o Y g hereby certify that the attached plat was dui approved b s'- i:s, t3_ _ WITN Commission on t Y PP y the c ESS my hand and official Seal. at my office in Bryan, Texas. he day of t.,��_ 2015. m PHYASE I1 Q son Prince, resid t and CEO / l C: -- 1.74 ACRES v County Clerk, Chairman :. fr STATE OF TEXAS Brazos Count Texas o COUNTY OF y' MORGAN RECTO SURVEY Y — � 46 CERTIFICATE OF SURVEYOR AND/OR .ENGINEER- ... _. :.: R S U R Y E 1 A .: .r t o Before me; the .undersigned authority, on this da personally appeared : Y P Y PP Alison Prince :known to me to �;;,, ; ;,,,,, , , COLLEGE STATION, BRAZES COUNTY, TEXAS > : � CERTIFlCATE OF CTfY ENGINEER STATE OF TEXAS � be the ;person whose name is subscribed to "the foregoing instrument, and acknowledged to me t / g hat COUNTY OF BRAZOS II he/they executed the same for the purpose and consid • ,ter P P consideration ,therein stated... ��,?/�'TV , ,.�J _ OWNED AND DEVELOPED BY: , I -1,- �_� —�—__ City Engineer of the Cit of College Station, _ / ... Y ge S a ion, Texas, .. Q hereby certify N that this hs Subdi� Si �Kling.ti . . T fY Subdivision Plat con S. M. Given � - forms oU NITED WAY OF THE BR I" the requirements, of the Subdivision Regulations Public ..Surveyor, No. 20D3, to the State of Texas h '�. F AZOS VALLEY NC. ..fah via � 9ereby cert,f #hat the Q' � s r , � under my hand and .seal on _day of _y o £ �•. ; -- _, 201.5. „ ' of the City 'of College Station. .•• � -: lot s true '� • R 909 SOUTHWEST PARKWAY EAST — 9 B„U P and correct and .was prepared from an actual survey of the property and that *t '� O .., S P P Y at property o .tP markers and monuments were CO placed under my supervision on the round LLEGE STATION, TEXAS 77$110 u� `z : ' `r : •, C� 9 o J• ''tp S.M. KUNG 979 696-4483 ext. 113 • Zr KE1/IN J. PFUNTNER 2003 _.. "=40' c c Notary Public, Brazos Coun , .Texas � EXPIRES . >•• . _ ..:. _ �:_ , F o SCALE. 1 40 OCTOBER, 2014 O FEBRUARY 13, 2018 Y g 55 ., ,. -� , City of College Station . 7 '• ' .; �- ; S. M. Klin SUR PREPARED BY. z g, R.P.L.S. No. 2003 KUNG -ENGINEERING & SURVEYING _.0 •.,• �+.: °•• ,� ._ EYING_- (A DIVISION Of) J '••......•• 5 ,, CIVIL ENGINEERING CONSULTANTS _ 4101 S. TEXAS AV. STE A+ BRYAN, TX +P : H.979 /$A•6 6212. i I r, i - -C R E P LAT . N o� SCALE: 1"=40' rn a c o s O ,m R1 Z. O � - J N0•A 9D 1130 I lot Z :0 M. FINAL PLAT OF a r rrn �:, t.iLOTS 12BLOCK' r i - .. E A- S ARK SU LL _ . ]"ASE /,,CERTIFICATE OF OWNERSHIP AND -3, - , z. a DEDICATION 3 fl BEING A STATE OF TEXAS :COUNTY OF BRAZOS CERTIFICATE OF THE COUNTY CLERKREPLAT - fU 3 STATE OF TEXAS _ � We, 'The 'United Wa ,owners -and. develo a .-- Y p rs of the Jand shown on. this Plat, and designated herein COUrN OF BRAZ oas the Replat of Lot 2R, Block A., Eastmark Subdivision :Phase II, beinga Final -Plot of :Lo - is 2R 1 & 2R-2, Block'W',.. , . Eastmark Subdivision Phase li a _ to the Cityof College Station LOT 2R, BLOCK1 r — _ 'County r T __._, Clerk in Texas, a and for c and whose- name {Y said coup .. .. 1..- 1 me is subscribe a do hereby _: I , �..).... ... ......�_._ d hereto,,, hereby dedicate to .the use of the . . o Y public forever all C FlCATE OF PIANNiNG A ND CONI P certify that t to ether with it NG COM - _ fiat .. _ _. . _. _ ..... -•+ streets ales 9 s c rt,fic tes of authentication was filed for record MISSION :r, ,,; ,.3 : < ... :. .... :... . .: ... <:. .I:,:a ... :_ ord m my office - _ ._. -. i y , parks, greenways, m#rastructul"e ,easements, and public ,places thereon shown for the < the „ _ • • • _ y f, 2015,. in the .Deed Records of : ; �.,:::,., a purpose, and consideration therein :expressed. All such dedications shalt be in fee simple unless�. —, Chairman of the Planning ........:... .i P Brazos County,- Texas, in VolVu .����� Page ol�i. _-.,_...-.- a Hing 'and Zornn Commission ..:,: j _.;:.: :.a :. a._• :......t' �. _ _ ... _ .. _ ...... _..... _.7..I .. 9 EAS ARIA SUBDIVISION� expressly provided otherwise. of the Cit of CoNe a Station, o Y g hereby certify that the attached plat was dui approved b s'- i:s, t3_ _ WITN Commission on t Y PP y the c ESS my hand and official Seal. at my office in Bryan, Texas. he day of t.,��_ 2015. m PHYASE I1 Q son Prince, resid t and CEO / l C: -- 1.74 ACRES v County Clerk, Chairman :. fr STATE OF TEXAS Brazos Count Texas o COUNTY OF y' MORGAN RECTO SURVEY Y — � 46 CERTIFICATE OF SURVEYOR AND/OR .ENGINEER- ... _. :.: R S U R Y E 1 A .: .r t o Before me; the .undersigned authority, on this da personally appeared : Y P Y PP Alison Prince :known to me to �;;,, ; ;,,,,, , , COLLEGE STATION, BRAZES COUNTY, TEXAS > : � CERTIFlCATE OF CTfY ENGINEER STATE OF TEXAS � be the ;person whose name is subscribed to "the foregoing instrument, and acknowledged to me t / g hat COUNTY OF BRAZOS II he/they executed the same for the purpose and consid • ,ter P P consideration ,therein stated... ��,?/�'TV , ,.�J _ OWNED AND DEVELOPED BY: , I -1,- �_� —�—__ City Engineer of the Cit of College Station, _ / ... Y ge S a ion, Texas, .. Q hereby certify N that this hs Subdi� Si �Kling.ti . . T fY Subdivision Plat con S. M. Given � - forms oU NITED WAY OF THE BR I" the requirements, of the Subdivision Regulations Public ..Surveyor, No. 20D3, to the State of Texas h '�. F AZOS VALLEY NC. ..fah via � 9ereby cert,f #hat the Q' � s r , � under my hand and .seal on _day of _y o £ �•. ; -- _, 201.5. „ ' of the City 'of College Station. .•• � -: lot s true '� • R 909 SOUTHWEST PARKWAY EAST — 9 B„U P and correct and .was prepared from an actual survey of the property and that *t '� O .., S P P Y at property o .tP markers and monuments were CO placed under my supervision on the round LLEGE STATION, TEXAS 77$110 u� `z : ' `r : •, C� 9 o J• ''tp S.M. KUNG 979 696-4483 ext. 113 • Zr KE1/IN J. PFUNTNER 2003 _.. "=40' c c Notary Public, Brazos Coun , .Texas � EXPIRES . >•• . _ ..:. _ �:_ , F o SCALE. 1 40 OCTOBER, 2014 O FEBRUARY 13, 2018 Y g 55 ., ,. -� , City of College Station . 7 '• ' .; �- ; S. M. Klin SUR PREPARED BY. z g, R.P.L.S. No. 2003 KUNG -ENGINEERING & SURVEYING _.0 •.,• �+.: °•• ,� ._ EYING_- (A DIVISION Of) J '••......•• 5 ,, CIVIL ENGINEERING CONSULTANTS _ 4101 S. TEXAS AV. STE A+ BRYAN, TX +P : H.979 /$A•6 6212. i I r, i HORIZO& SCALE: 1 "=20' VERT11i SCALE: 1 .=20 STA: 0+0qj EXISTING SSMH, INSTALL STANDARD MANHOLE TIE—IN TOP MANHOLE = 293.4' EX FL 6* OUT = 288.7' EX FL SERVICE IN=288.8' PROP FL 6* DIP IN=288.8' *SANITARY SEWER LINE TO HAVE STRUCTURAL BACKFILL &V ol ICE 1 42-0- HORIZONTAL SCALE: 1`_20' VERTICAL SCALE: 1"=2* n I'll 0) >1 y n 4-> In 4-> :5 0 v) I d I I C5 U I'll 1,D ,t c d 0 5 1 0 4-> u 0) ry c:) I-, 0 ry In 300 298 m-� 294 292 F•• 288 �T_ u -0) DATUM ELEV 0 280.00 W d 0+00 0+50 1+00 1+50 2+00 2+50 3+00 W01 P_ - 296 Q011! 292 290 288 286 Z 10 EROSION & SEDIMENT CONTROL NOTES: PRIOR TO REVEGETATION OPERATIONS,- CONTRACTOR JO SPREAD/RE LACE AND CONSOLIDATE TOPSOIL TO A - DEPTH OF 6". ALL DISTURBED AREAS NOT TO BE PAVED ARE TO BE PREPARED AND SOD WITH BERMUDA GRASS SOD FOR PERMANENT ESTABLISHMENT OF VEGETATION. PRIOR TO SOD APPLICATION, CONTRACTOR TO REPLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OFDE 6". TOPSOIL TO BE DISKED TO A DEPTH OF 4-. FINAL GRADES WITH ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE. CONTRACTOR TO PROVIDE FOR MAINTENANCE AND GUARANTEE. MAINTENANCE: SHALL CONSIST OF WEEDING, FERTILIZING, INSECT CONTROL, WATERING, REPLANTING, MOVING, MAINTAINING OF EXISTING GRADES, AND REPAIR. OF ANY EROSION DAMAGES FOR ALL AREAS WHERE REVEGETATION WORK -IS COMPLETED.' MAINTENANCE" TO' BE- CONDUCTED- DURING THE PLANTING PERIOD THRU 90 DAYS AFTER THE WORK 13 COMPLETED, INSPECTED AND APPROVED',! BY THE OWNER. GUARANTEE: CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF 90 DAYS AFTER FINAL SOD INSTALLATION FOR PERMANENT EROSION CONTROL. CONTRACTOR IS TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD OF 6 MONTHS. GROWTH AND COVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 SQUARE FEET. I: PROVIDE A SECOND APPLICATION OF SPECIFIED REVEGETATIUN 10 BARE AREAS NOT MEETING SPECIFIED COVERAGE AS DETERMINED BY THE ENGINEER. TO BE PERFORMED WITHIN 60 DAYS OF INITIAL APPLICATION AND IMMEDIATELY UPON NOTIFICATION BY THE ENGINEER TO REPLANT - CONTRACTOR IS TO MAINTAIN EROSION CONTROL UNTIL VEGETATION IS RE-ESTABLISHED. INSURE SEDIMENT IS NOT TRANSPORTED TO EXISTING PUBLIC OR PRIVATE STREETS OR ROPERTY. DIRECTION OF FLOW T -POST DRIVEN 24* SPACED 6- APART ? 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SCALE: its 20' F< DRAWN BY: BLB APPROVED BY: AAP DATE: 09/02/2014 FILE: Plan/Prof 0M LLJ OD Lli C4 OD 11 3: b 0 04 04 11 z Ld x C4 z 11 11 ftz a. in a) C4 C; L (3 C4 V) co It w If L4 u C.) + to cn zol 0 Off= 3: 15 IX 0 I I to jr z 191 t— x Ez E CL Cn CL C4 < 0 ::A w I cn Wes 01 0- (0!6 EXISTING In K z- GROUND WItwlm;��mm Im M-1, n" IMMUNE, mr' -T -7 7- T ug PROPOSED 6" D.I.P. CLASS 350 CEMENT STABILIZED r_1L A SAND ENIS ING 6" DUCTILE IRON _mLar_1jMEt"; r F%UILA- PIPE SS LINE 0 1.0% 0400 0450 1400 1450 2400 2450 3400 0+00 0+50 1+00 1+50 2+00 2+50 3+00 W01 P_ - 296 Q011! 292 290 288 286 Z 10 EROSION & SEDIMENT CONTROL NOTES: PRIOR TO REVEGETATION OPERATIONS,- CONTRACTOR JO SPREAD/RE LACE AND CONSOLIDATE TOPSOIL TO A - DEPTH OF 6". ALL DISTURBED AREAS NOT TO BE PAVED ARE TO BE PREPARED AND SOD WITH BERMUDA GRASS SOD FOR PERMANENT ESTABLISHMENT OF VEGETATION. PRIOR TO SOD APPLICATION, CONTRACTOR TO REPLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OFDE 6". TOPSOIL TO BE DISKED TO A DEPTH OF 4-. FINAL GRADES WITH ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE. CONTRACTOR TO PROVIDE FOR MAINTENANCE AND GUARANTEE. MAINTENANCE: SHALL CONSIST OF WEEDING, FERTILIZING, INSECT CONTROL, WATERING, REPLANTING, MOVING, MAINTAINING OF EXISTING GRADES, AND REPAIR. OF ANY EROSION DAMAGES FOR ALL AREAS WHERE REVEGETATION WORK -IS COMPLETED.' MAINTENANCE" TO' BE- CONDUCTED- DURING THE PLANTING PERIOD THRU 90 DAYS AFTER THE WORK 13 COMPLETED, INSPECTED AND APPROVED',! BY THE OWNER. GUARANTEE: CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF 90 DAYS AFTER FINAL SOD INSTALLATION FOR PERMANENT EROSION CONTROL. CONTRACTOR IS TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD OF 6 MONTHS. GROWTH AND COVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 SQUARE FEET. I: PROVIDE A SECOND APPLICATION OF SPECIFIED REVEGETATIUN 10 BARE AREAS NOT MEETING SPECIFIED COVERAGE AS DETERMINED BY THE ENGINEER. TO BE PERFORMED WITHIN 60 DAYS OF INITIAL APPLICATION AND IMMEDIATELY UPON NOTIFICATION BY THE ENGINEER TO REPLANT - CONTRACTOR IS TO MAINTAIN EROSION CONTROL UNTIL VEGETATION IS RE-ESTABLISHED. INSURE SEDIMENT IS NOT TRANSPORTED TO EXISTING PUBLIC OR PRIVATE STREETS OR ROPERTY. DIRECTION OF FLOW T -POST DRIVEN 24* SPACED 6- APART ? 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SCALE: its 20' F< DRAWN BY: BLB APPROVED BY: AAP DATE: 09/02/2014 FILE: Plan/Prof 0M LLJ Lli Ld (cf') 0120=1 1 C4 Oqu Io I dco SCALE: its 20' DRAWN BY: BLB APPROVED BY: AAP DATE: 09/02/2014 FILE: Plan/Prof 0120=1 1 C4 Oqu c C3 n O) d 3 L d IZ 4-' N S O N d J y d n d -1-N c- ai U �D d' I d O) L O Ln U Qj O OL d J / NOTES: 1. A.MAX. OF 4ANO A MIN.OF:2THROAT RINGS 4..MANHOLE LOGATION:AND CDMPAC. TION AS: SHALL RE USED AT EACH MANHOLE IN NEW FOLLOWS:; OR EXISTING RIGHT-:OF=WAY. LOCATION: 'COMPACTION REQUIREMENT 2.USE AD KA SEALANT OR APPROVED EQUAL. BETWEEN RINGICOVER ADJUSTMENT RINGS PAVMENT _ --_._ . . PROCTOR,(ASTM.D`8.98) AND CHIM E RE o N Y ORCOR , L/CONE SECTION. LANDSCAPE AREA_ _ .90 /o STANDARD PROCTOR'.(AST.MD 698) 3:: MANHOLE BASE THI.CICNESS AND:FOLINDATION 5 ;NO RINGS ARE>REQIJIRED OUTSIDE OF STREET AS FOLLOWS:, RIGHT=QFAA AY MANHOLE DEPTH Wlj BASE THICKNESS 8. :IN:FLOODPLAINS ORAREAS OF CONCENTRATED FLOW T E:GO SHAL T EN H. NE L EXT D 1 FOOT ABOVE THE BASEFL ELEVATION OR A BOLT DOWN WATER:TIGHT:RINGr,AND COVER-SHALLBE USED, 12 AND OVER'_ _._:_._:, _ _ VENTED1fIlHERE REQUIRED. 7. WARNING -SIGN ONL-YTO BE:P - CEDWHERE SEWER`GROSSES OPEN.FIELDS.. MANHOLE DIA, MAIN SIZE 4 FT 10-181n:, 8 FT A, 8in.130TH: 8 FT k461h. UCTILE, LAND FF NG).OR 1 SEE NOTE :7 NOTE:; 'DEPTHS;GREATER Tk1AN 12' 1N[LL REQUIRE 2 MATS OF REINFORCING STEEL THE BASE:. SEWER SIGN --� MANHOLE SIGN- t$9E DETAIL S"2): MANHOLE 1 o oQQ cn J [1035mm] O c o I SEE NOTE � W m O - � 8 OREEt51; HEAVY. INCRETE I WING"CHANNELT 28 DAYS' MACHINED SURFACE DI QIr w � W n [98mm] ;:{'1932U86i 17fi L8 o5 Iy (n (D LL] I-- r,- O\ z" 1/ARIES x -� ; LLJ VARIES mj 718" (SEETABLE) a X W VARIES BOT BO'1'OM PIC"ARRETAIL ° OF,: CO 'L.0 :NOTE: l S.. r�. 8 :MIN t• . ' LIDS TO BE USED FOR PUBLIC N SEWER SYSTEMS ONLY..NOTTO BE USED ON P.:RiVATE SEWER C) SYSTEMS. oV� oo��� H MAX ` �... N CV c/)!O W >cn o Zcc N r)4 i J ^~^ 0 °C o v' W J ►-� � O V)zh WW cf) � 04 C/) O W a W !� �0H o v �Q V ) MIN OF *go ® �� ®°o ooee000am0000000•i®� ALFRED A. PAINE �.. ®°°.7 21°® ®�Q r � a II z O F- ;TOP-PIPECONX' A PR ER R: R.APPROUFtl #4,BARS, 8" O C.E,W. NARNING MISNNOlE No;: so -on F ' 2'-0" BACK FILL AROUND. MH SMALL BE AS PER NOTE4 INVERT = 314 DIAMETER OF PIPE UP 10.24".. 24" AND LARGER'SHALL BE FULL DEPTH INVERTS. NOTES.: 1.1" DIA: "STARTER" HOLES SHALL BE ,'DRILLEDTHROUGH WALLOF EXISTING MANHOLE"SPACED 3" APART PIPE O:D CENTER1O. CENTER. AFTER "STARTER""HOLES"HAVE. PLUS. . BEEN INSTALLED-:AND.APPROVEd. BY A CITY INSPECTOR, THE Ct)NTRAI SHALLBEGIN:REMOVING THE CONCRETE INSIDE THEs PERIPHERA1" STARTER" HOLES. CONC.RETESHALL PERIPHERAL BE REMOVED WITH PNEUMATIC HAND TOOLS. "START .ER" HOLES 2 HEN .UMBER.OF. REBAR DOWELSSHALL VARY WITH (SEE NOTE 1,) SIZE OF 0PENINO. REBAR ;SHALL NOT SE SPACED MORE. THAN;12" CG> 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE 1 OPENING CREATION DETAIL WITH MANUFACTUI ERS REQUIREMENTS, 4: ;CONCRETE: SHALL 13E.31000: P.S:1.. N INVERT 1 MANHOLE;CONNECTI.ON'DETAIL B. 14-01 1 REMOVE INVERT AS REQUIRED 1 CONNECTION DETAIL SECTION VIEW AND NEW INVERT FOR NEW LINE. NEW INVERTSHALL B'2` HAYE 5MOOTH TRANSITION INTO.EXI I. NG INVERT. REWORK EXISTING DIVERT AS REQUIRED.; NON -SHRINK GROUT -0 SYNK0=FLEX PREFORMED Lill PLASTICADHESIVE #3, REBAR: 14" LONG) WATERSTOP, OR APPROVED EQUAL. '(SEE NOTE.S.) -EMBEDDAND EPDXYED INTO MANHOLE WATERSTOP - PIPECONX WALL 3'. (SEENOTE 2.)` PIPE O.D., MANHOLE ADAPTER` PLUS 18" SEAL, QR•APPROVEp EQUAL. {2 REvo) 1 CONNECTION DETAIL 'SECTION VIEW STANDARD MANHOLE TIE -1N 'DATE DETAIL NO'. 4/F Cny OF BRYAN .01CGS UNIFIED GrrYOFCoLLEGESIATION AUG. 2012 STANDARD DETAIL S3-01 3$-'14" DIA [845mm] 32n. DIA 32-3/18" DIA [818mm] 5/8 p 1-1/2, 16. . mm • 1 6mm .. IA E 40mm R N� D GASKET C ] 2=718'1 :4.1/2" [73. mm] 014mm] CO V" sEcHON 40=314" DIA o oQQ cn J [1035mm] O c o Li _ I- p - FR,lAMSE"YON W m O - � O N i V 1432-S r, `O �O O v Z p W cn MACHINED SURFACE DI QIr w � W n [98mm] ;:{'1932U86i 17fi L8 o5 Iy (n (D LL] I-- r,- O\ z" u u' 6" -� ; LLJ mj 718" U) z [22xmm] X W R 1414# .ROLG [MR44mm] a BOT BO'1'OM PIC"ARRETAIL OF,: CO U W c _fc :NOTE: l "CITY SPECIFIC SANITARY SEWER LIDS TO BE USED FOR PUBLIC N SEWER SYSTEMS ONLY..NOTTO BE USED ON P.:RiVATE SEWER C) SYSTEMS. oV� oo��� H 1p 25mm DIA 2" [[51mm�] .LETTERING - HANDLING.FiOLE`. LEt ERI G STYLE; . 1" 25mm] DIA BOOKMAN OLD STYLE HA'. HOLE 1 _-- 2" [51mm1 LETTERING ®POM �© •� - �� ®n (�>. �l(tt�■�,® ;, ;. ®�� IIS 2" 51mm LETTERING. ' [[ k 051 mm.LETTERING LE"tTERI _G STYLE: �' ERI G: STYLE; BOOKMAN OLD STYLEBOOKMAN OLD STYLE PIVIEW DMILEMON V-143-93 STANDARD MANHOLE RING AND COVER DATE DETAIL NO. QI G TY OF' BRYAN 01" UNIFIED YOFC�OiLEGESTATION` AIG. 201 STANDARD DETAIL 'S4 -Q1 SELECT NATIVE:MATERIAL. GRANULAR MATERIAL. MAXIMUM LIQUID LIMIT" 45 MAXIIMUM,PLASTICITY.INDEX. 15 MAXIMUM PERCENT PASSING NO.200:. SIEVE 35 MINIMUM 'PERCENT PAS.SING;3L4" SIEVE., .10Q THE.M.ATERIAL.SHALL BETREEFLOWING'AND WHEN:WET, SHALL NOT ADHERETO�FORM A BALL WHEN PRESSED:IN THE HAND,. CEMENT STABILIZED SAND .NOTES;: 1 FOR.BEOD/NG'A&Q TRENCHING IN/TH/NALL ajISTlNGPK ED.AREAS, :SEEDETAILS.FOR. UPEAf CUF'STREETS /Detsf/sNOTAP5T¢d0 ST4�1r; Sj"4�02 TH/SNOTEIyLyESP YTO 0TRE.45rS B'E/NG t7ECONSTRUCTED 2: ALLBEDDINiG,& INSTALLATION OF PVC PIPESHAL,L BE:IN:ACCORDANCE TO , ANSIlAWW . STANDARDS FOR: PVC PIPE.. r. ALL BEDDING & INSTALLATION OF DUCTILE IRON,PIPE SHALL BE IN ACOORDAN:CETO ANSIIAWWA C150/A21 501: 4.'C PACTION'SHALL.BE:ATTAINED BY MECHANICAL TAMPING. 5 ALL TRENCHES SHALL BE BACK: FILLED ANM-TEMPORA ' OAVING:OR PLANKING' PLACEMAT THE.END OF EACH WORKING' DAY..: GENERAL NOTES: 1. ALL UTILITIES AND SERVICE LINES SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY KLING ENGINEERING AND SURVEYING FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT POSITIONS. CONTRACTOR IS RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN PLAN AND ACTUAL CONDITIONS PRIOR TO CONSTRUCTION OF WORK ELEMENT AFFECTED OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE E ONSIBLE FOR THE ACCURACY OR COMPLETENESS OF INFORMATION OR DATA RELIED ON TO DEPICT UNDERGROUND FACILITIES. CONTRACTOR IS TO CONTACT OWNERS OF ALL UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA AND NOTIFY OF INTENT AT LEAST 1 WEEK PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FACILITY OWNERS. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF ALL PIPELINES, EXISTING UTILITIES, AND SERVICE LINES WITHIN THE PROJECT AREA WHETHER SHOWN ON THE PLANS OR NOT, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FACILITY OWNERS AND ANY RELOCATION, REMOVAL, AND INSTALLATION, OR ADJUSTMENTS TO ALL EXISTING FACILITIES REQUIRED FOR PROSECUTION OF THE WORK. CONTRACTOR IS TO MAINTAIN STRUCTURAL INTEGRITY OF ALL PIPELINES, ELECTRIC TRANSMISSION POLES AND LINES, PERMANENT AND TEMPORARY UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING UTILITY FACILITIES, PAVEMENT, CURB, LANDSCAPING, IRRIGATION SYSTEM ETC. AS A RESULT OF CONSTRUCTION ACTIVITIES AND SHALL RESTORE ANY DAMAGED ELEMENT TO ORIGINAL CONDITIONS. CONTRACTOR TO CONTACT DIG-TESS/TEXAS 811 A1. LEAST 48 HOURS PRIOR TO CONSTRUCTION. SPECIFIC ATTENTION SHOULD BE PAID TO FRANCHISE UTILITIES AS WELL AS OIL AND GAS PIPELINE COMPANIES. SHOULD A CONFLICT ARISE BETWEEN THE PROPOSED CONSTRUCTION AND AN EXISTING UTILITY, CONTACT CEC 48 HOURS PRIOR TO CONSTRUCTION. 2. THE INTENT OF THIS PLAN SET IS TO DESCRIBE THE COMPLETED WORK TO BE PERFORMED UNDER THE CONTRACT. UNLESS OTHERWISE PROVIDED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS, SUPPLIES, TOOLS, EQUIPMENT AND LABOR NECESSARY FOR THE PROPER PROSECUTION AND COMPLETION OF THE WORK. 3. CONTRACTOR IS TO MAINTAIN AND INSURE INTEGRITY OF ALL EXISTING UTILITIES. CLOSE ATTENTION..IS TO BE PAID TO EXISTING POWER, LIGHT AND TELEPHONE POLES. .4. -CONTRACTOR IS .TO _CONTACT .THE _CITY _OF ..COLLEGE _STATION UTILITY _DEPARTMENT. AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. 5. UNLESS OTHERWISE DIRECTED BY THE OWNER, All MATERIALS AND DEBRIS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A MANNER SATISFACTORY TO THE OWNER, ARCHITECT & ENGINEER. CONTRACTOR TO OBTAIN ANY NECESSARY PERMITS. 6. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO ADJACENT PROPERTIES AND PUBLIC RIGHT OF WAYS AND IS RESPONSIBLE FOR CLEANUP IF SUCH OCCURS. CONTRACTOR IS TO INSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ON TO ANY PUBLIC OR PRIVATE STREETS OR LAND AND IS RESPONSIBLE FOR SITE CLEANUP AFTER EACH DAYS WORK. CONTRACTOR IS TO MAKE USE OF BEST MANAGEMENT PRACTICES TO PREVENT SEDIMENT FROM LEAVING THE SITE OR ENTERING EXISTING DRAINAGE FACILITIES. CONTRACTOR SHALL MAINTAIN EROSION CONTROL THROUGHOUT CONSTRUCTION PERIOD AND UNTIL GRASS IS ESTABLISHED. 7. LIMITS OF WORK: CONTRACTOR IS TO CONFINE ALL WORK TO EXISTING EASEMENT AREAS OR OWNER'S PROPERTY. NO CONSTRUCTION ACTIVITY IS ALLOWED ON OR THROUGH PRIVATE PROPERTY UNLESS COVERED BY A PUBLIC UTILITY EASEMENT. Z�,PVC(SEE NOTE 3) 4IV0N.p1%ALO PE) TEEWYE SERVICE; FITTING (SEWER TEE) STANDARD CONNECTION NOTE: 'I.: WHERE .DOUBLE WYIrSERVICE ELEVATION I& LESSTHAN 2'4'. BELOW PROPOSEDBACK OFCURB, MIN.: ELEV. MUST BE SET TO.. ,t ALLOW SAI ITARYSEW O.t' RVICE . 2. MARK EACH: SERVICE END WITH . METAL "1'" POST'PAINTED GREEN: S. ALL MATERIAL SHALL 6E:AS1* D30,34.301126 W/ GASKETS 4. ALL SERVICE CONNECTIONS ,& EXTENSIONS ARE TO -BE INSTALLED WITH THE MAIN LINE QONSTRUCTI.ON. 5. A.CLEAN'OUT IS REQUIRED AND WII:L BE INSTALLED BY THE PLUMBER; :AT THE ROW FOR EACH SERVICE. 6:WHEN SERVICE CONNECTION IS DEEP, CONTRACTOR MUST.PLACE A VERTICAL STACK THAT SHALL BE BROUGHTWITHIN. 3=1/2 FEET BELOW NATURALGROUND. SITE SPECIFIC NOTES 1. THE EXISTING GROUND TOPOGRAPHY SHOWN INESE PLANS "IS' BASED • ON -AN ' ON 'THE -GROUND SURVEY CONDUCTED IN SEPTEMBER 2004 (BASIS OF ELEATION-CIT`( OF COLLEGE STATION GPS MONUMENTATION SYSTEM) PRIOR TO CLEARING OF THE CONSTRUCTION AREA. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE IMPACT, IF ANY, CLEARING WILL HAVE ON THE DESIGN SHOWN HEREON. 2. PRIOR TO REVEGETATION OPERATIONS, CONTRACTC R TO SPREAD/REPLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OF 6". 3. ALL DISTURBED AREAS NOT TO BE PAVED ARE TO BE PREPARED AND SOD WITH BERMUDA GRASS SOD FOR PERMANENT ESTABLISHMENT OF VEGETATION. PRIOR TO SOD APPLICATION, CONTRACTOR TO REPLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OF 6". TOPSOIL TO BE DISKED TO A DEPTH OF 4". FINAL GRADES WITH ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE. SANITARY SEWER LINE NOTES 1. THE SANITARY SEWER LINE AND APPURTENANCES SHOWN HEREON SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE B/CS UNIFIED WATER AND SEWER TECHNICAL SPECIFICATIONS LATEST REVISION. 2. SANITARY SEWER LINES SHALL BE TESTED FOR EX ILTRATION AND TV INSPECTED PRIOR TO ACCEPTANCE. EXFILTRATION ON COMPLETED LINES UST NOT EXCEED TWO HUNDRED TWENTY-FIVE (225) GALLONS. ALL MANHOLES SHOULD BE LEAK TESTED EITHER BY THE WATER OR VACUUM METHOD. 3. MANHOLES ARE TO BE WATER TIGHT AND SHALL B TESTED FOR LEAKAGE BY WATER OR VACUUM. 4. TRENCH BACKFILL SHALL BE COMPACTED TO 98% ITANDARD (ASTM D-698) UNDER AREAS TO BE PAVED, ALL OTHER AREAS SHALL BE COMPACTED 110 95% STANDARD (ASTM D-698). TESTS ARE TO BE CONDUCTED EVERY 200' FOR EVERY 12" OF T ICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6" LIFTS. 5• ALL SANITARY SEWER FLOWLINES (IN & OUT ARE CALCULATED TO THE CENTER OF THE MANHOLE. CONTRACTOR IS TO ADJUST FLOWLINES TO MATCH THE FACE OF THE MANHOLE.) 6. CONTRACTOR SHALL PROVIDE TRENCH SAF M- PER OSHA STANDARD 29 CFR PART 1926, SUBPART P AS NEEDED. 7. ALL SANITARY SEWER SERVICE LINES SHALL BE 6" PVC, ASTM D3034, SDR 26 GASKETED PIPE. CAP AND MARK END ® SURFACE W/4" PVC PIPE PAIN IED GREEN EXTENDING 4' ABOVE GROUND. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A SET OF "RED LINE" CONSTRUCTION PLANS SHOWING THE AS -BUILT CONDITIONS TO CEC AT LEAST ONE WEEK PRIOR TO JOB CLOSEOUT. AS -BUILT DRAWINGS TO INCLUDE ALL PIPING AND OBSTRUCTIONS ENCOUNTERED OR INSTALLED DURING CONSTRUCTION. (SEE NOTE 1 AND NOTES): PVC (SEE NOTE S) (MIN. 1% SLOPE) STD:.450 BEND- ut -1 w: ck Cn LL F -- O Z o oQQ cn J O c o Li _ I- p - C V W m O - � O N i z 0 LLJ _ ::DI LI U r, `O �O O v Z p W cn W Z ry U) < co QIr w � W �zQWaN� co o5 Iy (n (D LL] I-- r,- O\ z" W I. C.D u W - IZN W Z01.1 ��- -� ; LLJ ID U) z W W O X W (D -1It LIJ i- z Z U W c _fc O l + N N Oa C) oV� oo��� H O>;�6 �... N CV c/)!O W >cn o Zcc N r)4 i J ^~^ 0 °C o v' W J ►-� � O V)zh WW cf) � 04 C/) O W a W !� �0H o v �Q V ) OF *go ® �� ®°o ooee000am0000000•i®� ALFRED A. PAINE �.. ®°°.7 21°® ®�Q r � a II z O F- O 0 U w w 0 SCALE: N.T.S. DRAWN BY: BLB APPROVED BY: AAP DATE: 09/29/14 FILE: j SHEET SS21 II Ii OF 2