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HomeMy WebLinkAboutDrawingsi \ t 5/8" I.R.F. jf No o`1 \ f 2-9 2- N I 1 \ F. S. KAPCHINSKI \ f` LOT 11, BLOCK 2 \ `! 1, -20 /40 06 Mill,r SCALE:1" = 20/ F.S. KAPCHINSKT �\. / \ 294 ; / LOT 13, BLOCK 2 / Or -- LOT 12' 243FL OF 5' SIDWALK \` / BLOCK 2 j LOCATED 3' OFF B.O.C. - `\ / (0.617 ACRES) I SEE B/CS DETAIL SW1-02 ', 5/8" I.R.F. NOTE' T':,05 OILS PST TOWE: PITO .ACCOUNIT DRAINAGE ReOUREh 'E - IDEFIB MAY BE REQUKLI OUTSME 1OF TICE*ALAS CROSS SLOE --- '- I ; lz WALK WAI ix tuI , J '29 i I � LL a., Prn Tod rN -- 4?;* iq3- 1xs19T41 N. 'ST€EL TiR"_ 2 :• 0' 0.C_. 14-4',, llf"1r- STRUCTLRAL STEEL TI.1 - G L'x31TW STRUCTURAL STEED. ''`l fiNla CONNlEC'T DETAL. NGTEV I. SIX11MALK FL E"ENE 'SH'ALL BE IN ACCORDANNU W1TH &CS V- 1) OEW14 DELINEss 2. ESL LIMIT Wk 01- Fe -I jONIS TO RE TOOLED t" CIEP' AT W, 1ITERVAL EQuAL TG THE 'Sff WOK I POTH. EXP !i JCINTS G -V O.C.,CANTRACTION JIDINTS a 411 O.C- 3. COWEI, IN A i TIE 70 ANY C lETIE. STFNCTOW ADjACENT TO SME ALK CDMVE'*Xr', IKET BOIL: EURO, JUNCTIONIT 160X.j ETC- ,) W TPI" +3 wl' t2" pi's V 12 G:Gi 044. a4� y ��'. 0 ,6 7a- ox. AT OEIT a TRiCOMPA .TE0 TFC Ai 1f LEAST,' SOk OF MMMMI V DENSITY : �. ��T; C+D�'�TE Si,Rd�'!E kdi4 aIAL -TERI- I� BY PROCTOR 'i 3WP_ : T I TESD' AI 0698 15TAOM-D! AND 1 L BE iI WET 3F THE i T N& TLS cjowENT B. 4 MMMM CLEAR 3'a.DES"lMM HETI TH AS, 109-F990 f'6'' ` AS AND A4CiAL 'SPIALL IRE PROVIDED FENI? E LIENIt H Of SIM# AIN' BES IF_Tji EXPAR51ON1 .►CI[`di ArEi 3�IO0714 E lm !RAR - - r,Iii. i tz MAX _ _ I RE-CYCLEID M_ATERIN„ a THI. 'I&A{OTUtC1 E NOTE J" LONG- 1IpL T AIPF i TE BY Jill RUSSELL:CO. 9n`t iEd4?IEIri sNAN t et`'. OI e,,ER OF ODWPE6 B _ E; W611'o3 �O"OST. a�€�i tET Bt, LOW* ESU T® COVER �'� �,T B � 11' t�_�..E:tM':. SfRFN1OTH a 31�V p? OIL AMCF[14Ts E GAP 15 I'' TROM END W RAk E SAS) OR FOR-ME0. I $CAL »H E PlN la, IT MATEM-AL„ I+_ 3/a IIT _ 4„ i-SW N all iINITMO AR. L +1T ,{' SEE I- O&SM I *T .E LOCAL 13 BARS Ia 127 OR- 28-OAV IC ETE ■I &ARS a Is"O.0-C.W. ST NGTPAm 300 p4 (4" TW_ ,I SEE FIN NOTC Al MINOR Colll--,�UFORS IN UWGER RECONSTRUCT DRIVEWAYp 4 APRON w/SIDEWALK t ° i. .rN. _ - - / = I CONNECTIONS (RAMPS _ r \ s f .. T� _ a e.. p 243 L.F. OF SILT - F r i i - 4: y , Prh Vrix INA , REQUIRED AS NECESSARY - i•- SEE B/CS DETAIL STy( 00 FENCING - SEE B/CS EF w. 70,A., /�f �_ 1. 1i DETAIL SWPP1-03 GUARDRAIL SEE NOTE \ v � �( } _�T� SEE (NOTE 3� _ 7 �y � _T � i� �. ' - 2- I O*( �C ETE. ,.� 1,1 �.L i. � _d �y�._�.1: P'4'Wilrl� �.�i`�RPAL "� 8 : � 1� �=E.1 ,� OR 3TFaEiti�TH a 306) I NEW R.O.W. LINE O L AREAS iR EXIST M t EGETAE�-i. CRASS 9 _ -E E �E _ 's�E � is - � . F� �O Mir. o 1 9+ .TE S' ' H1tElIiI 4Ii1L HEB +4 'r' .�4TE ii E[ L�4IrEi TTI TH Tri ill I` N �i l._s 1 ' 3 4 LH ; . � � . �, � � i '�e` O - -- __.. _ ABLIS f / - -: - �y- - - - . . ``- ; IN VE).DPED ARES WHERE 'OSS 15 'RESENT. CLICK, Si WILL !� REQUIRED. �T H� ■ � , �y yp 8¢ ori - / _ u._ - R �!c� ice ,? 5 �i3 P .d 1.1 .J __ F0 Sf2bft} 09 'SbObED k ITHN '14 CALJtN bAIR DAYS W `LAII T B�HtiGE. - - _ - - - - wr ,ED EROS -ISI C T L WIMARES, MUST BE 4NISTALLED-,GuRs-4GTIME ENTWE 'r THAT E: T€ , HAS _e p 'EIS BIA I aw �CONSTRUCF! I A I� 'SHALL STA � a� IL,CE UNTEL i��EPT:+ I WE TATIVE O-> iWT !� - - _ WP COOR iSTAi.iS�ii`r ,AEF Ti=p +C>;kNt..T��T�t I$ I�1�LETE 9'4#:� .�IEI �!" ,i+AT12A�T'. � °' '00 I ;_-- EXAJ _ D BE !CLLi�IE Of SILT AFTER E;�NY Rte. ® �I.L EROSION �TI�DI. �E� R GENERAL CONSTRUCTION NOTES cont d : w 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND APPROX. LOCATION EQUIPMENT STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF �OF EXISTING 8" MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING \ - PUBLIC WATER LINE HOURS, UNTIL PROJECT COMPLETION. F_ /� / 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS MAGNAIL ,\ \s ASPHALT IN / REQUIRED TO CONSTRUCT PROPOSED IMPROVEMENT(S). 10: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FOR ALL WORK SHOWN. TYRE "G" EXPANSION EXISTING CURB & GUTTER--\ _ � - 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE JOINT. ELEV. 4 TO BE REIWIOV03% K1=E1' 1'r" R1 TIS_ r- TYPE " G" EX RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. TIC ELEVl = 3" s AI CH E^t I PROPERTY L.1 E I + JOINT, ELE / DEEP Ott RISE To EXISTING GUTTER" �' Ti0 €L€4r'. i 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE'" APPROX. LOCATION \`� PROPERTY LINE OF EXISTING 6" �� s' - -` - "' - -- -- - `v'vi-I 11 AP- LICAoLE J TA JnARDS AND `CIFICAl1ONS AS TO THE INSTALLATION AND EROSION CONTROL MATCH ILOE ,}" E tI T1I«1G F'Vh7T,-� P I,i ., PUBLIC SANITARY '' f PROTECTION. EXISTING GDER-� I ! \ _ ;. SEWER l SIDEWALK IMPROVEME�--IS EI{ISTING1/2" BOLT13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE L •` 4's RESODDED TO THE SAME CONDITIONS OR BETTER. P`1tMT_ s` - �_ _, _ EXISTING BASE � II'IINIBE DRIVE -WAY APRON �M SYMBOL &LINE LEGEND GENERAL CONSTRUCTION NOTES: 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE r 4 1 (28 -DAY CONCRETE 0 POWER POLE FOLLOWING STANDARDS: SMD (GEN) -02 & SMD (SLIP -1)-02 THRU SMD (SLIP -3)-02. -3 RISE DRIVEWAY APRON $HALL BE 4" � DEFORMED TIDE BAR O.O.E.W. ASP tALT AE 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF EXISTING ;'` f r MIN ;. #4 X 18` Q FOR TIE CURB AND GUTTER B 3� LIGHT POLE - DIFFERING DISCIPLINES & SPECIFICATIONS. 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL BASE ' �` C�0 t) l-94 CONCRETE STRENGTH = BITE?[) I�gEI!'WW1 � f3`iAyiR,���` � I'i" TCI' CONCRETE TO ALLOk►4I'E[TE#hl OPEN DI GUY WIRE ANCHOR SIGNAGE WITHIN RIGHT-OF-WAY_ {f O O E AS€�F11ALT APRONS t0 CONCRETEPAVEMENT STREET SECTIONS ON � GAS PIPELINE RISER 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION `& DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY I� wv WATER VALVE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE ##4 x 18"'O -'C• FOR TIE ALL[T'TtWE11ON OPEN DITCHED r PAVEMENT SHALL RF CLEANED DAILY. TO CONCRETE TO STREE F SE C:TIOIIIS ONLY. S'd' _�(�Tlo_.!N � BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES IfES AND REPAIR ANY DAMAGED LINES, d_ . � =. _ .. ® WATER METER CONCRETE PAVEIM!EN T AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS ONLY a DCV DOUBLE CHECK VALVE PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. 17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY *Ev ELECTRIC VALVE DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING , ®BV BALL VALVE CONTACT INFORMATION: CONDITIONS OR BETTER. ,�►1,C �1>�0. ' .' _� ®Em ELECTRICAL TRANSFORMER TEXAS ONE CALL: 800-245-4545 I TITI LA D LONE STAR ONE CALL: (800) 669-8344 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE ®GM GAS METER DEVELOPER. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 OMH MANHOLE CoCS: ELECTRICAL DIVISION - (979) 764-3660 }' T'r`PE "O" €XPA,,NSIQ�N JOINT ,.r ®C.0. CLEANOUT CoCS: WATER & SEWER DIVISION - (979) 764-3435 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN PRO ERTY LINE ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY. AFH FIRE HYDRANT BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 NOTE: RAMPS ONLY WHEN ®TP TELEPHONE PEDESTAL VERIZON: BRENDA VAJDOK - (979) 821-4770 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING GR LONGITUDINAL 1:2 SLOPE IS 4. - - ---- - IN AI EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 CONSTRUCTION. GREATER THAN 1: iI RAEAIIRS '�, DOWEL IAT70 EXISTING SIDEWALK AREA INLET SHALL COMPLY WITH TAS VARIES E�"B JUNCTION BOX SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 REQUIREMENTS t (VARIES)-- �, � WITH BARS �f#'� ICT.C' CITGO GAS: DOUG CLINE - (713) 416-1289 RETURN CURB: TO HAVE - - - BUILDING SETBACK LINE ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820-5751 DIMENSIONAL CONTROL NOTES: '`�, A ROLLFA.CE DIMINISHING ------- PROPERTY LINE ATMOS ENERGY: LUIS CISNEROS - (979) 774-2506 1- �4-' RADIUS POINT -------- EASEMENT LINE SUDDENLINK: DAN AUGUSBURGER - (979) 595-2429 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION SIDEWALK P.U.E. PUBLIC UTILITY EASEMENT PURPOSES. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS fI 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS '; f.-.6• R. (MIN,) r, SACK DE OURS PLAN NOTES: INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THIS MATERIAL IS xr 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE ' 1. REFER TO B/CS DETAIL SHEET CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE 'LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT - SW FOR STANDARD SIDEWALK UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS NEAT SAW CUT' ---' � �,.* NEAT tlli=pT S 14th CUT DETAILS. OWN EXPENSE. PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS SAW CUT USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS AA 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE MANNER AS FAR AS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE h 1411A1IVT,4IN ^'� MAX Ofer?SB -TYPE •'€PAf�1S �Itl 'T EXISTING ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT TYP 0 E - ION - - N STING CURB & GUTTER TO PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND SLk�P'€, 5'MIN, WIUT>•-I. BE RENI�CiI;tED: REPLACE STREET s►h®� DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE OF THEIR USE. SURFACING AS IVEEI}1= ENGINEER. EXISTING SIDEWALKS, A MINS CALL BEFORE YOU DIG 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL OF 4, BEHIND BACK O�(Clr7RB -3. TEXAS ONE CALL SYSTEAI 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. IMPROVEMENTS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO IIIfAII'IEMAIN IN PLACE. ) j{�y�i� ' }� i 1-800-245-4545 CONSTRUCTION OF IMPROVEMENTS. fy�-w>Wc�uut �ItyrvltP�l t:� CAT LEAST 72 DOERS PRIOR TO MGM) -. _ �'%,...,.. BARSIIGII- THE COSTPICTOR IS TO LOCATE AIT' ASD ALL UTILITIES 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE DURATION OF CONSTRUCTION OF THIS BE REMOVED. - 1'R10R TO I TING CONSTRUCTION AID IS SOLELY RLSPOISIDLE FOR ALL DAMAGES PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, TO MISTING LTILITIES DEE TO .�\l' COISTRECTIOI ACT1Y17Y. WHICHEVER IS APPLICABLE. DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS '"RECORD DRAWINGS", A.ND RETURNING SAME TO THE CITY ENGINEER. Est - 4. THE BOUNDARY SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (BRYAN, TX). 3800 S.H. No. 6 SOUTH, STE. 108G POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. SURVEYOR KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKT DATE I DESCRIPTION SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 2/20/14 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR 'r CONSTRUCTION. +�P�E OF TE '�� W. r a sa�� - i°.•• Z 0 > Ld „" N w _ Z >� PANSION Q c X 11. a- G-0 a- to ® - Q J Y �� m CO r� �- Z �' Q o ALL BE 4" - N TRI^NGTH W ONS W10 _® N ALL BEw J OJ ¢o d I8 A,FOR to mr IANCE FEg; Z014. OLLEO STATION ENGI RI CLIENT INFORMATION I DH PROPERTIES, LLC r c/o GLENN HUDSON 2020 OAKWOOD TRAIL COLLEGE STATION, TX 77845 i PH: (979) 218-1858 EMAIL: ghudson®expedientmail.com FILENAME: 0517SWlA SCALE: I"=20' SUBMITTED DATE: 1/29/14, 2/20/14 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOR: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 253 - 0517 r -0 wM01 Ix ,�3 SHEET OF 2 V40 APPROX. LOCATION / _- OF EXISTING 8" PUBLIC WATER LINE STA 1+16.67: SANITARY SEWER pt.() LINE "S1" MH #2 n 4'0 STANDARD- a'/ Q 00 MANHOLE W/32"O RIM & COVER /� /OAs o Zo 40 w/DUAL SEWER SERVICE .� _ / sc,%L>_' _ ?.o' 6" PVC (SDR -26 D3034)- a� �•�,V STOP! CALL BEFORE YOU DIG TEXAS ONE CALL SYSTFAI SANITARY SEWER LINE "S1" SHORT SIDE DUAL SEWER -� F.H. s SERVICE -PLACED AT NEW PROPERTY CORNERS 1-800-245-4545 3.5 BELOW EXISTING (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNISW: THE CO\TRACTOR 1S TO LOCATE 3_\Y.L\D ALL LT1L1T1kSGRADE PRIOR TO COISTRLCTI01 ICO IS SOLELY RESPONSIBLE FOR ALL DAMES — TO EXISTING LTILITIES OCE TO ',\Y COSSTRLCTIOS ACTIVITY- SAW CUT TRENCH & PATCH 000, f Y i hT i 8 ,c tar $ �< (AS REQUIRED) FOR OPEN CUT EXISTING 6" CLAY TILE INSTALLATION - SEE B CS SEWER LINE -CONTRACTOR> DETAIL ST4-01 - TENCH Y" SHALL EXERCISE EXTREME $� x SHOULD BE A CLEAN CAUTION W/TBI$ y ` T.P. 5/8" I.R.F. x, y ? 1. RECTANGULAR SECTION TO THE " �` �:- GUTTER LINE INSTALLATION &SHALL BE � � �`} -:�- • � w -M- / \, RESPONSIBLE FOR ANY REPAIR WORK DUE TO THIS \\i E.T. �29$� F.S. KAPCHINSKI CONNECTION �sy /,- � LOT 12 BLOCK 2 EXISTING SEWER i� (0.617 ACRES) yy� ; SERVICES E 0 -T STA 0+00.00: SANITARY SEWER LINE "S1" N MH #1 - 4'0 STANDARD MANHOLE - APPROX. LOCA ON W/32-0 RIM & COVER & OF EXISTING 6" \ DOGHOUSE MANHOLE CONNECTION SANITARY SEWER _ \ REMOVE EXISTING CLEAN-OUT & \ TIE INTO BOTH EXISTING 6" SAN. r �• SEWER & SERVICE LINE ' F.S. KAPCH 14SKI t" F.S. KAPCHINSKI\ LOT 11, BLOCK 2 � \ LOT 19, BLOCK 2 - �; F.S. KAPGHINSKI LOT 10, BLOCK 2 'O�r 296 _-- f ; `- SANITARY_ SEWER LINE "S1" - PLAN VIEW - SCALE: 1"=20' 31.1 r SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE 0 GUY WIRE ANCHOR ® GAS PIPELINE RISER II wv WATER VALVE ®WM WATER METER ®DCV DOUBLE CHECK VALVE 0 Ev ELECTRIC VALVE O BV BALL VALVE um ELEC KI%AL T RANSFORniIER ®GM GAS METER OMH MANHOLE ®C.O. CLEANOUT �FH FIRE HYDRANT NTP TELEPHONE PEDESTAL AlIN AREA INLET EPB JUNCTION BOX - - - BUILDING SETBACK LINE ------- PROPERTY LINE _---_ EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO B/CS DETAIL SHEET ST, SW & S FOR STANDARD STREET, SIDEWALK, & SEWER DETAILS. 31.1 W lit _D_J1_oz_g_zQ W OQ~� -U—Z 10i1 _0a_ _ N �_ _ m-_ W. .�_Wm.00 o - o � N 30-4- 04J 302 -- _ D Z ¢ (fl o Z z Lti 0O X I �N (9 Z Q— _,�_o____� _ ______.__ __-___ _-- _._ _�___�_.-.________. 77 < En— d —I- N_\ ry —_V 1 0 V ,4 —f ._�_r__ ___-_________ _ _____ 302 3(�f1 V010 ¢ _ W Luc0— _Z __.-_`.0. z Ill W_ Of -___ERCP @ C L OF .SED GBADE__ _AN. SEWER c�� Lr I 3 � __ _ � 298 298 296 — - —. ----_ __ 290 -- - ____ _ 6" PVC (SDR -26, D3034). SANITARY SEWER LINE "S1" 294 294 292 -- 292 -- 290 - 290 - _ -- - I- 116.67 L.F. OF STRUCTURAL BACKFILL -txI _ 288 288 -___v____.__._.._._.�–_ _ Ln - ____,-__ __ ________._�.__.. __ _.___ _ r- _w _-____�.___.n._._v_,___.-_,�....a.._.._._... _._.v.___-_._ ial ��' Ql. �- co � O ^ (Q II O 286 LL - LL L` 286 0+00 11 00 2+'00 SANITARY SEWER LINE "S1" - PROFILE VIEW - STA. 0+00 to END HORZ: 1"=20' VERT: 1"=2' PUBLIC UTILITY NOTES: A. GENERAL: 1. THE 2012 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS PROJECT FOR ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR PUBLIC WATER, SEWER AND DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL IT MEETS OR EXCEEDS THE SPECIFICATIONS. 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME AVAILABLE PRIOR TO CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY'S ENGINEERING INSPECTOR. 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): (A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING & BACKFILL SHALL BE CEMENT STABILIZED SAND BEDDING AND SHALL RF COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM, MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TESTS SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL BACKFILL MAY BE FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A MOISTURE CONTENT OF O o TO 4 o OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORIvZ_ AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TEST SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. 5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY LINES, TAPED EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO DEEPER THAN 24", PER B/CS STANDARD CONSTRUCTION DETAIL W1-03. B. SANITARY SEWER: 1. MANHOLES SHALL BE VACUUM TESTED AND SEWER LINES SHALL BE AIR TESTED AND TV CAMERA INSPECTED ACCORDING TO B/CS UNIFIED SPECIFICATION SECTION 33 01 30 PRIOR TO ACCEPTANCE. SANITARY SEWER NOTES [PUBLIC & PRIV 1, WHEN MAKING A CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG DOWNSTREAM END OF PROPOSED SANITARY SEWER. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL ACCEPTANCE BY EITHER THE DESIGN CONSULTANT OR TAMUS. 2. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO AS TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATERLINE. IF THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE WATERLINE MUST BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5 FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. 3. NO CAST -IN-PLACE MANHOLES SHALL BE USED. 4. ALL SANITARY SEWER PIPE 6" TO 15" SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM SPECIFICATION D-3034 HAVING A MINIMUM PIPE STIFFNESS OF 115, UNLESS OTHERWISE NOTED. 5. ALL MANHOLES AND SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH TCEQ CHAPTER 217 AND B/CS UNIFIFIED SPECIFICATIONS (LATEST EDITION). 6. ANY AND ALL D.I.P. TO BE USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND TIED TO PIPE AT 3' MAXIMUM INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM INTERVALS (w/SCREW-TIGHTENED STEEL BANDS) (IF JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER (OR COATINGS) WILL BE 40 MILS THICK. MIN, 6" HMAC-, I STYPE C OR C) i- EXISTING SEAL COATI HMAC SAW CUT r COMPACTED GEMENT X12"E'- STABILIZED SAND V *REFERTO HMAC SPEWFICATION FOR LIFT AND 0011VIPACTION 92 REQUIREMENTS r SEE BEDDING DETAIL FOR .; APPROPRIATE PIPE TYPE UNDISTURBED SOIL ---- BORING OF STREETS FOR UTILITY PIPE IS THE CITY OPEN g`STANDARD. OPEN CUTTING OF STREETS S14ALL BE BY OPEN �T_ j �T S rC OAT/ APPROVAL OF THE CITY ENGINEER ONLY• OVEI1tiLAI S`I,RI f,"T NOTE: 'I. WHERE DOUBLE 7liYE SERVICE ELEVATION IS LESS THAN T -7 - BELOW PROPOSED BACK DFCURS, caiica.-.�:LA=::;" `.s°s,'U£T8r GE ALLOW ALLOW SA.UITARYSEWER SERVICE. 2. MAR'S ERCP POST END WITH METAL "T" Pr7ST PAINTED GREEN_ .3. ALL MATERRAL SHALL BE ASTM D3034 SDfI!25 dV, GASKETS C 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALL=D Wa—at THE MAIN LIrocs:uN�IMUCIJUM 5- A CLEA 1,14 OL:I'IS REQUIRED AND WILL BE INSTALLED SYTHE PLUMBER A" THE Raw rov: EACH SERVICE E. & LOT CORN E1' S SFIA L 0EMARI€ ,D WITII A LATH UNDER THE SUPERVISION OFA RPLS UPON COMPLETION OF CON��UCTION . WHEN SERVICE C£1NNECT"IGN 1S DEEP, cow, Zr�F61'I MUST PLACE A VERTICAL STACK THAT SI IA L BE BROUGEIT WITH it IN 3=112 FEET BELOW NATURAL GROUND - \t �LPt IN 'PEA ,r F'sI'E5H3I_LNO MPLiU[bYi' ,._M : =M LRE OF w szsu. SIDEWALK I 1' .—S.5' MA X. i ISEE NOTE e.1 Isl, i �.RI! Y S =^ 2 P'k G '1_151EE NQT 41 STD. 45" PVC BEND STD. PVC COUPLING 3800 S.H. No. 6 SOUTH, STE. 108G <77845: POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: eivil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 Oti ,5p1 MARK DATE DESCRIPTION JL SCALE �� "�s� �� SUBSTANTIALLY 111=600' "��r �P� COMPLETE ISSUED FOR CONSTRUCTION 2/20/14 PROJECT 2 AREA CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY 9� ®3 THIS SET & SHOULD NOT �tioF A�q BE USED FOR CONSTRUCTION. n%4 OF Te��� lid 5 T4s f - _ _._-• I `=: X58583 ��ar SYMBOL LEGEND = Ig S SYMBOL SIGN DESCRIPTION NUMBER SIZE .. ® TYPE Ili BARRICADE SIGN I 1� ROAD CLOSED AHEAD R11-2 48"x30" STREET CLOSED AHEAD CW20-2 36"x36" w z r 0 END ROAD WORK G20 -2A 48"x24" (n ® ROAD CLOSED R11-2 48"x30" ® �► I -- I- NOTES: 0 Ld Ld > I-- 1. ROADWAY TO BE CLOSED FOR APPROXIMATELY THREE (3) Z W [n r O � DAYS BETWEEN 07: 00 AM - 06: 00 PM. CL 00 2. TRENCHES TO BE COVERED w/TRAFFIC BEARING STEEL-1� E w 0 PLATES BETWEEN n6:00 PM – 07:00 AM.3 - W ';'� � O Ww 3. LOCAL RESIDENTS ALONG PARK PLACE WILL BE NOTIFIED 48 m 0 (n HOURS IN ADVANCE OF STREET CLOSURE. tW + Z < 0 4. IF AT ALL POSSIBLE ROAD CLOSURE SHALL BE MINIMIZED TO r N z ONE LANE- C) w TRAFFIC CONTROL PLAN �_ V)Q NOT TO SCALE Y E ¢ R OR COM tl k CG LL - FE 2 014 SEE NOTE 5 COLLEG TATION CONC. CURB {' .SIDM'WAU:t T' I'kP+ICALi &GLTTER a t " ENGIN RING ' `" kP4t. t s 8EtOTE+ CLIENT INFORMATION 1 i D PROPER LLC - H PR k � E`ir1 F9 ,- 1 3 isPEE N 1 PL'€ . j T ,� u P CI^AP �. :+. a c/o GLENN HUDSON AND NOTE ro) ( I _F NINE , `; 2020 OAKWOOD TRAIL 1 I COLLEGE STATION, TX 77845 i —WATERLINE r IMIIN.4'BURYr rI `1� t6'I° 45FE NOT ej ;• z i. ,,' � � PH: (979) 218-1858 .I EMAIL: ghudson@expedientmaii.com vir Z VESIRAI.3LE , �C3 FILENAME: 0517S1A SCALE: AS NOTE[ _ L ! ' ' SUBMITTED DATE: 1/29/14, 2/20/14 _ 2_B, , SEE NiOTr - _ 4TYttiE:AL TIFF WYE SERVICE F17TING DRAWN BY: R.A.M. CHECKED BY: R.A.M. ASWO-4 SS R2a PIPI. (ELVER .`NE AND !I&* BEND) FIELD BOOK: N/A PAGES: N/A iPIPi: KiNt1T fit`? RG PLACED SEWER LINE 115131?:3ftt —n RME CONSULTING ENGINEERS pl?01FRIL.' CLIENT NO. — PROJECT NO. 253 0517 ClIff- OF COLLEGE' STA"flON SENN"Llk SERVICELINE CROSSING SHEET 2 OF 2 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 RINGICOVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEUCONE SECTION_ 3. MANHOLE BASE THICKNESS AND FOUNDATION FROM FLOWLINE TO RIM 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 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. NOTES: 1. FOR BEDDINGAND TRENCHING !N/THINALL EXISTING PAVEDAREAS, SEE DETAILS FOR OPEN CUTSTREETS (Details ST4-00, ST4-01, ST4-02)• 7HISNOTEDOES NOTAPPLYTO STREETS BEING RECOAfSTRUCTED. 2_ ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSIIAWWA STANDARDS FOR PVC PIPE. 3_ ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSIIAW WA 0150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. STD. ORE VARIES MANHOLE DIA. MAIN SIZE 4 FT -08in. 5 FT 1-1 sin. ,30in. 6 FT 236in. --- ---SEE NOTE 1 CLASS "A" CONC. JMA 3000 PSI IN 28 DAYS ARIESE TABLE)6 MIN. BACK FILL AROUND PER NOTE 4MHSHALLBEAS 112 Pr 8 4. INVERT T2DIAMETER 1-0" PO4".24"ANDLARER SHALL BE FULL DEPTH INVERTS. STD. DUCTILE IRON MANHOLE - COVER AND FRAME (30" DIA. OPENING) OR EQUAL SEE NOTE 1 PRECAST REINFORCED- CONC. MANHOLE SECT. ASTM DES. C-478 BACK FILL AROUND MH SHALL BE AS PER NOTE 4 5" MIN - WATERSTOP-PIPECONX-J #4 BARS, O.G.E.W. MANHOLE ADAPTER SEAL, 8" OR APPROVED EQUAL. WING CHANNEL POST' (2 REQ'D) HAVE SMOOTH TRANSITION TABLEE) NOTE: DEPTHS GREATER THAN 12' ®SELECT MATERIAL WILL REQUIRE 2 MATS OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) REINFORCING STEEL IN THE S.. BASE. CA.STIVI -EA CT, IIANIIOI,IV SEE NOTE 7 AR NTNG SEWER SIGN °� MANHOLE SIGN N (SEE DETAIL 55-02) W-0" 3' MIN. I I 12" MAX. 2-0" L8 -0a AND RND BASE. MANHOLE ADAPTER SEAL, L 94 BARS, 8" O.C.E.W. OR APPROVED EQUAL. (2 REQ D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. PT?F,C4S7 `AIA W0LE STANDARD MANHOLE ORIGINAL GROUND OR - BOTTOM OF SUBGRADE A 2'-6" I 8GREEN, HEAcVY DUTY , 12 WING CHANNEL POST' VARIES HAVE SMOOTH TRANSITION TABLEE) RUBBER -GASKET JOINTS ®SELECT MATERIAL Wl MORTAR SEALANT ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INSIDE AT ALL JOINTS S.. GROUT MAX G 112"I� 6"MIN. �i C CEMENT STABILIZED '� Y; BASE L8 -0a AND RND BASE. MANHOLE ADAPTER SEAL, L 94 BARS, 8" O.C.E.W. OR APPROVED EQUAL. (2 REQ D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. PT?F,C4S7 `AIA W0LE STANDARD MANHOLE ORIGINAL GROUND OR - BOTTOM OF SUBGRADE A SELECT NATIVE MATERIAL 8 - 2' 12 LINE. NEW INVERTSHALL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF HAVE SMOOTH TRANSITION 16 INTO EXITING INVERT. REWORK ®SELECT MATERIAL EXISTING INVERT AS REQUIRED. ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) NON -SHRINK O DROP INFLUENT O,�p PIPE PIPE GROUT SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. G INCHES IN THE LARGEST DIMENSION), COMPACTED TO A IN EXISTING MANHOLE, PLACE PVC (A SELECT MATERIAL C CEMENT STABILIZED '� Y; SEWER MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BYf- 8"-12"MAX. 77 WALL 3". (SEE NOTE 2.) PIPE O.D. ..•,: '' SAND POUR CONC. AGAINST ASTM D698 (STANDARD) ATA MOISTURE CONTENT WITHIN 6.1 B8"-12"MA)(• Q (MANUALLY 5" MIN. ;'f CEMENT STABILIZED MANHOLES SHALL BE BY CORING ONLY OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS &...YARDS, PASTURES, EASEMENTS) AND TO A j PIER FOR AERIAL SEWER CONSOLIDATE AT OPTIMUM ®(MA UALLY CONggOLID TE CEMENT STABILIZED o MINIMUM OF 88 /o OF MAXIMUM DENSITY AS DETERMINED SAND AS SHOWN MOISTURE} �- AT OPTIM�M PIAN VARIES: - 3•• A VARIES _ A MOISTURE) SIZE X SIZE WYE BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 6" BELOW SIZE X SIZE WYE 45° BEND - - 45" BEND BASE-�-` OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS PIPE BELL NOTE FOUNDATION+ 6" BELOW MANHOLE MANHOLE COVER AND AND STREETS TO BE RECONSTRUCTED. O.D. UNDIGTUR13ED GOIL PIPE BELL O•D. NOTE: GREATER THAN 12 FEET WILL OR APPROVED EQUAL. (2 REQ'D) UNDISTURBED SOIL GRANULAR MATERIAL PIPE O.D. 8" 18"MAX STEEL IN THE BASE PIPE L © GRADE AS PER DETAIL CITU OF COLLEGE STATION 51-02-NOTE1 MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE �' O.D. PRECAST FLAT -TOP ,.••' OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 6" MIN_112" MAX_ BACK FILL AROUND MH-`:: VARIABLE (4' MIN ) MATERIAL AND WHICH, WHEN TESTED BY STANDARD PLACE METAL DETECTOR 6" MIN./12"MAX. TAPE ATA MINIMUM O> 24" 51NCH LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: ABOVE TOP OF PIPE NESS MAXIMUM LIQUID LIMIT 45 rq (Tits) MAXIMUM INDEX Is MAXIMUM PERCEINT PASSING NO. 200 SIEVE 36 NON-STRUCTURA L AR TSTOBEPAT'ED SAND OR GRAVEL MAY BE REQUIRED TO MINIMUM PERCENT PASSING 314" SIEVE 100 .9 RT �S OR TO BE PVC THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL ,STAFTTS NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. SEE PLAN OR PROFILE FOR PIPE SIZE, TYPE AND INV ELEV RECONSTRITCTED © CEMENT STABILIZED SAND STEEL BANDS -1/8" INCOMING PIPE SIZE BEDDING AND TRENCH FOR DI 'PIPE & PVC PIPE 45° ELBOW (TURN W/FLOW 518" STAINLESS STEEL BOLTS W/EXPANSION & GROUT IN PLACE) S1-01 NOTES: 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OF A NEW MANHOLE. 3. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING INSTALLATION OF MANHOLE. 5. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS REQUIRED BY THE PLANS. 6. EXCAVATE TRENCH TO MIN. 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE AND COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7" DEPTH, 6 SACK TOPPING MIX TO BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACE OF BEDDING, AROUND CONCRETE BLOCK RISERS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST. PIPE. 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. 8. AFTER CONCRETE SHELF HAS CURED, THE EXISTING PIPE SHALL BE SAW -CUT ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE TO GIVE SMOOTH EDGES. MANHOLE SECTION - MIN. 24" BETWEEN CUT-OUT AND MANHOLE CONE. FORM SHELF SLOPE AT - 1 "/FT. NEAT AND SMOOTH. BASE Z r` PROVIDE A WATERTIGHT SEAL. RAM -NECK GASKET OR APPROVED EQUAL AROUND THE PIPE AT MANHOLE WALL. FILL-IN BETWEEN DOG HOUSE CUT-OUT AND PIPE WITH NON -SHRINK GROUT AND CONCRETE BRICK AS NEEDED MAINTAINING INSIDE MANHOLE WALLSHAPE. MINIMUM 3 - 2-112"X6"X16" CONCRETE BLOCKS. (TYPICAL) 1 f 6" OF GRANULAR BEDDING CITY OF COLLEGE STATION GRAVITY SEWER DOGHOUSE MANHOLE S3-00 NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDETHE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 42" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCRETE SHALL BE 3,000 P.S.I. PIPE O.D. PLUS 4" PERIPHERAL O STARTER" HOLES (SEE NOTE 1.) �1'\ OPENING CREATION DETAIL 1'1'-N MANHOLE CONNECTION DETAIL B 2" CLR. I rvurvanmrvn SYNKO-FLEX PREFORMED (TYP.) GROUT NEW INVERT PLASTIC ADHESIVE WATERSTOP OR APPROVED PIPEO.D. -• EQUAL. (SEE NOTE 3.) PLUS 18" WATERSTOP-PIPECONX MANHOLE ADAPTER WATERSTOP-PIPECONX DEAL, OR APPROVED MANHOLE ADAPTER SEAL, EQUAL. (2 REVD) (2 APPROVED EQUAL (2 REQ'D) ETAIL SECTION VIEW 1 CONNECTION DETAIL SECTION VIEW B.2 STANDARD MANHOLE TIE-IN NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM - REMOVE INVERT AS REQUIRED 8 - AND NEW INVERT FOR NEW 12 LINE. NEW INVERTSHALL SAND OR GRAVEL MAY BE REQUIREDTO ' HAVE SMOOTH TRANSITION 16 INTO EXITING INVERT. REWORK MANHOLE BASE SHALL BE PLACED ON FIRM EXISTING INVERT AS REQUIRED. - NON -SHRINK O DROP INFLUENT O,�p PIPE PIPE GROUT SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. G acUW Qa. IN EXISTING MANHOLE, PLACE PVC MAIN #3 REBAR (14" LONG) EMBEDDED AN SEWER EPDXYED INTO MANHOLE TO SPRINGLINE AND TROWEL SMOOTH. WALL 3". (SEE NOTE 2.) PIPE O.D. PLUS 18" POUR CONC. AGAINST (X� CONNECTION D 6.1 �- 1'1'-N MANHOLE CONNECTION DETAIL B 2" CLR. I rvurvanmrvn SYNKO-FLEX PREFORMED (TYP.) GROUT NEW INVERT PLASTIC ADHESIVE WATERSTOP OR APPROVED PIPEO.D. -• EQUAL. (SEE NOTE 3.) PLUS 18" WATERSTOP-PIPECONX MANHOLE ADAPTER WATERSTOP-PIPECONX DEAL, OR APPROVED MANHOLE ADAPTER SEAL, EQUAL. (2 REVD) (2 APPROVED EQUAL (2 REQ'D) ETAIL SECTION VIEW 1 CONNECTION DETAIL SECTION VIEW B.2 STANDARD MANHOLE TIE-IN NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM - 16" 8 - SUBGRADE. ADDITION OF CEMENT STABILIZED 12 26" SAND OR GRAVEL MAY BE REQUIREDTO ' NOTE: 16 STABILIZE FOUNDATION. MANHOLE BASE SHALL BE PLACED ON FIRM SEWER FH - SUBGRADE. ADDITION OF CEMENT STABILIZED O DROP INFLUENT O,�p PIPE PIPE t = , SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. G acUW Qa. IN EXISTING MANHOLE, PLACE PVC MAIN ELBOW ON BENCH, GROUT NEW BENCH SEWER "W" TO SPRINGLINE AND TROWEL SMOOTH. PIPE FORM SMOOTH CHANNEL TO INVERT_ALL POUR CONC. AGAINST NEW CONNECTION AT EXISTING �- 5" MIN. ;'f CEMENT STABILIZED MANHOLES SHALL BE BY CORING ONLY 12" 12" SANDA8SHOWN SFC.-TT01VAA CONCRETE DRILLED PIER FOR AERIAL SEWER VARIES g• CEMENT STABILIZED SAND AS SHOWN PIAN VARIES: - 3•• A VARIES _ A SIZE X SIZE WYE SIZE X SIZE WYE 45° BEND - - 45" BEND BASE-�-` SEE NOTE FOUNDATION+ STD. DUCTILE IRON- RON MANHOLE MANHOLE COVER AND #4 BARS, 8" O.C.E.W. -DEPTHS WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, FRAME (30" DIA. OPENING) OR EQUAL NOTE: GREATER THAN 12 FEET WILL OR APPROVED EQUAL. (2 REQ'D) REQUIRE 2 MATS OF REINFORCING GRADE RINGS FOR --may 8" 18"MAX STEEL IN THE BASE ADJUSTMENT TO FINISH GRADE AS PER DETAIL CITU OF COLLEGE STATION 51-02-NOTE1 �' T, rz OuT-1SIDE DROr 1"yiANIi01,E PRECAST FLAT -TOP ,.••' ONLY ALLOTF-TD FOR .1,f4P.VI,1ATF,•C0ATATC770:VS BACK FILL AROUND MH-`:: VARIABLE (4' MIN ) ((i'AND L 1RG1iIZ) SHALL BE AS PER I 51NCH S2-00 DETAIL S1-02-NOTE4 j -''` i NESS rq (Tits) NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED �� GROUT ('' USE RAM -NECK O-RING, OR SAND OR GRAVEL MAY BE REQUIRED TO Li APPROVED EQUAL STABILIZE FOUNDATION. PVC IN JOINTS I CROSS - - SEE PLAN OR PROFILE FOR PIPE SIZE, TYPE AND INV ELEV 1-3W' STAINLESS PVC PIPE SIZE EQUAL TO STEEL BANDS -1/8" INCOMING PIPE SIZE THICKNESS (TYP) W/ 45° ELBOW (TURN W/FLOW 518" STAINLESS STEEL BOLTS W/EXPANSION & GROUT IN PLACE) ANCHORS (TYP) SECI7OlV A -A STANDARD CLEANOUT ' MATCH TOP OF ELBOW SOFFIT - WITH TOP OF SWIT-OT THE STANDARD CROSS `; LARGEST PIPE IN MA HOLE ;.:y,ri' .,, #4 BARS, 8" O.C.E.W. 5" MIN 24" MIN. i ":' •" / : :a, �'.; r s 24" MIN. vaR1Es CEMENT STABILIZED SAND AS SHOWN. :-`' -`'�•••-:. i•`'t•-A'•_`:':+;.. �--:: ` STANDARD CROSS ' '"•' � NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE .y 2 MATS OF REINFORCING VAF IESfi ` 3" A VARIE A STEEL IN THE BASE " RIE 90° BEND 90* BEND 6" MIN. SEE NOTE FOUNDATION STANDARD DROP i MANHOLE #4 BARS, 8" O.C.E.W. -DEPTHS-� - WATERSTOP-PIPECONX GREATER THAN 12 FEET WILL REQUIRE MANHOLE ADAPTER SEAL, 2 MATS OF REINFORCING STEEL IN THE OR APPROVED EQUAL. ClT3'OFB DROPA7i1.VHOh TO BE USED OA r BASE (2 REQ'D) 1 LINES t/I' T 0 O -1212'LN.SIZE CM'OFCOI=I,FCIFSTA TI()rV-I)R ;P.11jWOrr TO BF. USED ON I,INF, S LP TO 4" l<\T SI7F, CITY OF BRAYN Oi S"IDE DROP-M-ANHOLE j OIV I I'TVI-7FiV APPIZI)T'F.D BYCITYF,iVGIiNTF,Ii 52-01 I f S2-02 NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 314". 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF 6.OR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. PLAN HOOPS, W. 3" CLEARANCE MININMUM SECTIONA A MAX. PIER VERTICAL STEEL DIAMETER # 5 BARS 16" 8 - 24" 12 26" 14 30" 16 42" 24 4" WIDE X 3/8" THICK STAINLESS STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 READ. PER PIER) DUCTILE IRON PIPE sI II a� �I u WRAP WITH ONE LAYER OF TAR PAPER ��gg pp vpp(� Z p gT E ANCHOR B�YT SIECURED TO TO PREVENT BONDING VERTICAL REINFORCING STEEL �i CITY SPECIFIC SANITARY SEWER BOTTOIII T'IET'V XL =w OFCOVER - 2 a. � BE USED ON PRIVATE SEWER A A =�o Q�� acUW Qa. VERTICAL STEEL AS PER TABLE Iz U #4 BAR HOOPS, 12" O.C. C� i zoww o. �tiw POUR CONC. AGAINST EARTH -m INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER 2" (BARS M7� T VIETV >_-3/16" DIA [818mm] (2) PICKBARS Z & 2- [11 r [51 MMI 2-91 [651 6 - K (11035mm]wLETTERING FRAAIF,SECTIONERING STYLE: BOOKMAN OLD STYLE I MACHINED SURFACE 32" DIA _1 [96m/m]" [813 mm] 5!8" 1-112" 1 • [16mm] ( (38mm] [62mm] 718" •718" [22mm] F3 mm] R 1-314" 1" DX 4" LG [R44mm] H.R.S.sROD COVER SECTION PIC ,BAR DET4IL STANDARD MANHOLE RING AND IiCOVER. DUCTILE IRON V-1432 S -01 13116" 3-13116" [965mmI 3"14" 4" Y2 In [20mm] 96mm 32-114" Dt 250" 180" ID OF GROOVE [30" DIA [6mmj 30" DIA [5mm] �1/2" 77 2-7/8"F!,-L10zn1mj [13mm] 12 m] [73mm) BOLTHOLESEC'TION 1-3/4" 1" (25mm)) DIA. L 32-5116" DIA -� [R44mm] X 5112' i40In [821mm] AIACHIVE GROOVE, LG STEL ROD 33-11/16" DIA DETAIL 30" DIA 1-112PIC"AR DEILTA(821mm] (762mm] /g I [38mm] Fk4jjjE SECTI()'V s 1 2-718'!J MACHINED SURFACE 2" 51mm LETTERING [73mmj CO eDan�oldyie' COVTR STC"TTON 2„ 1mm7 LETTERR(G REWESSED FLUSH0) -(4) 5/8"-11 NC X 2" LG 1 (4)518" -11 hIC X 2" LG Ua 4" [102mm] \�O \ \ CnYUBRYAN ---2" [51mm] LETTERING LETTERING STYLE: Bookman Old Style NOTE: CITY SPECIFIC SANITARY SEWER LIDS TO BE USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE SEWER SYSTEMS. LEGE �q HEX SS CAP SCREWS & NARROW ZINC PLT. & ORUBBER WASHERS AOO Z [51 mm] PIAN HE IT' WATER TIGHT MANHOLE 1-112" [38mm] 1102mm] I--1-1/2•, [38mm] ,SKET GROOVE FOR 6mm DIA. E PRE E GASKET BOTTOIII TVIF,W G AND COVER Ln z O cn w o= sI II a� �I u II NOTE: CITY SPECIFIC SANITARY SEWER BOTTOIII T'IET'V LIDS TO BE USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO OFCOVER BE USED ON PRIVATE SEWER SYSTEMS. >_-3/16" DIA [818mm] (2) PICKBARS Z & 2- [11 r [51 MMI 2-91 [651 6 - K (11035mm]wLETTERING FRAAIF,SECTIONERING STYLE: BOOKMAN OLD STYLE I MACHINED SURFACE 32" DIA _1 [96m/m]" [813 mm] 5!8" 1-112" 1 • [16mm] ( (38mm] [62mm] 718" •718" [22mm] F3 mm] R 1-314" 1" DX 4" LG [R44mm] H.R.S.sROD COVER SECTION PIC ,BAR DET4IL STANDARD MANHOLE RING AND IiCOVER. DUCTILE IRON V-1432 S -01 13116" 3-13116" [965mmI 3"14" 4" Y2 In [20mm] 96mm 32-114" Dt 250" 180" ID OF GROOVE [30" DIA [6mmj 30" DIA [5mm] �1/2" 77 2-7/8"F!,-L10zn1mj [13mm] 12 m] [73mm) BOLTHOLESEC'TION 1-3/4" 1" (25mm)) DIA. L 32-5116" DIA -� [R44mm] X 5112' i40In [821mm] AIACHIVE GROOVE, LG STEL ROD 33-11/16" DIA DETAIL 30" DIA 1-112PIC"AR DEILTA(821mm] (762mm] /g I [38mm] Fk4jjjE SECTI()'V s 1 2-718'!J MACHINED SURFACE 2" 51mm LETTERING [73mmj CO eDan�oldyie' COVTR STC"TTON 2„ 1mm7 LETTERR(G REWESSED FLUSH0) -(4) 5/8"-11 NC X 2" LG 1 (4)518" -11 hIC X 2" LG Ua 4" [102mm] \�O \ \ CnYUBRYAN ---2" [51mm] LETTERING LETTERING STYLE: Bookman Old Style NOTE: CITY SPECIFIC SANITARY SEWER LIDS TO BE USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE SEWER SYSTEMS. LEGE �q HEX SS CAP SCREWS & NARROW ZINC PLT. & ORUBBER WASHERS AOO Z [51 mm] PIAN HE IT' WATER TIGHT MANHOLE 1-112" [38mm] 1102mm] I--1-1/2•, [38mm] ,SKET GROOVE FOR 6mm DIA. E PRE E GASKET BOTTOIII TVIF,W G AND COVER Ln z O cn w o= N CITY OF BRYAN The Good Lik, Teras Sly1c." DRAWN BY. C.L.M. DATE. 08-01-12 SCALE, N T S APPROVED: W. P. K. 54-02 FIGURE: SHEET 1 OF 2 i f� N CITY OF BRYAN The Good Lik, Teras Sly1c." DRAWN BY. C.L.M. DATE. 08-01-12 SCALE, N T S APPROVED: W. P. K. 54-02 FIGURE: SHEET 1 OF 2 5 8" I.R.F. ,5� 8 I.R.F.j— / !I I / ; % 1 Y\ ` PCHI��IN.T.S. KAP�HINS�I F.S. I<A LOT 11, BLOCK 2 LOT 11, BLOCK 2 I TEXAS ¢: NOW OR. FORMERLY / NOW OR FORMERLY ! ! / ! \ A&YORLANDO ALANIZ ORLANDO ALANIZ f o� CITY OF VOLUME 8723PAGE 44 VOLUME 8723 PAGE 44 /40 COLLE ,{T� T T0 20 40 F.S. KAPCHINSKI \II0 '_20 F.S._ S 1, - PCHINSIC � / / r..-.• . �•.... LOT 13, BLOCK 2 LOT 13 BLOCK 2 l` � P.Q.E. � \ - -� f � 1"UN tui hICW OR FORMERLY o , SCALE: 1"= 20/ NOW OR FORMERLY SCALE:1 , / FRANK & ADELE JUNFIN t� / FRANK & ADELE JUNF{N VOLUME 6565 PAGE 148 \ VOLUME 6565, PAGE 148 V\ 8 caps PRS F O -0 . \ ! ��s \i 12 WIDE PUE. Q A PRIVATE ACCESS _L7 A (SEE Q / doE f,S \ F II NOTE 8 G 5 P.U.E. - O % C. CO)O Ql - -� � .. F.S. KAPCHINSKI BLOCK W0. V. T5 '� thou R3 �u ZR1 12 ¢ ! : \ LOT 1283 � p - ��: PARK PLACE COLLEGE. STATION BLOCK 2 ' 0.214 ACRES Q ( ) N. SCAL FINAL PLAT NOTES: - 10' P.U.E. \ - - r 1. 0 D.R.B. :T. DENOTES OFFICIAL DEED RECORDS OF BRAZOS" COUNTY; TEXAS. f N IS TRACT LIES WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON,, cr` 2. NO PORION OF TH T P \ _ W _ e / F.E.NI,A. FIR COMMUNITY PANEL N0. 48041C 0,505E, .MAY 1 ., 2012. 12R2 tf3. I �' , !� LOT � ��T 1 BASIS F BEARING. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS BLOCK 2 \ 3. BLOCK 2 C \ \ LISHED FROM GPS OBSERVATION (NAD 83 . � � � 0.176 ACRES \ 5 8 I.R.F. ESTAB ( ) 0/8 I.R.F. 5 P:U.E. ` O ( ) % (0.617 ACRES) © � z7\ P ERS ARE MONUMENTED BY 1 2 IRON RODS UNLESS OTHERWISE 4. ALL PRI. ERT CORN / NOTED. s o ti , \ \ o, ti �, \ � i � ni 'i r c �o uD�o �n n oc •� , F / � �>. • � % � \ ! DEVELOPMENT NT P. REDEVELOPMENT OCCURRING C.•, �JT� 1L,.1 T....0 1...3 '04 11 u�,: ; Q�. • � � .! 5. ALL NEW DE EL E 0 �s 9 _ T T A Fy 94. i qy ( SG REQUIRED TO BE IN COMPLIANCE WITH REQUIRED BUILDING SETBACKS. CF 9/ T e C' 01 6. ITE GR DING WILL BE REQUIRED AT THE DEVELOPMENT OR REDEVELOPMENT OF LOTS 12R1 6p 9� O� !. tr o' f �'\ 12R3. SITE GRADING WILL BE. PERFORMED IN MANNER SUCH THAT EXISTING ADJACENT l \ THRU \ / \ STRUCTURES WILL NOT BE ADVERSELY AFFECTED BY ON GRADING AND THE RESULTING P / LOT 1281 0 DRAINAGE. DRAINAGE SHALL BE FULLY CONVEYED ON THE SUBJECT LOTS UNTIL IT REACHES - BLOCK 2 PARK PLACE. r�- � 0.188 ACRES) I \ c� ( - �► t 7. THIS DOCUMENT WAS PREPARED WITH THE BENEFIT OF A TITLE REPORT PREPARED BY UNIVERSITY , TITLE COMPANY, COLLEGE STATION, TX ISSUED GF#140104. g CbR=25,00 5 Q 8- THE '12' IDE PRIVATE ACCESS EASEMENT IS FOR THE BENEFIT OF LOTS '12R2 AND 12R3 SOLELY. ( ' O D=67'08'18"� MAINTENANCE OF THIS PRIVATE PARKING AND DRIVE SHALL BE THE RESPONSIBILITY OF THE 000 Q �` PROPERTY QW ER(S) OF LOT 12R2 & 12R3: '� A=29:20 \ �,2 - ���r� CHD=N 81 `05'23" W-27.65' 77, r ,� S o r -- TIFICATE OF SURVEYOR CER o _ STATE OF TEXAS x, ic R.O.W. DEDICATION 7 �. COUNTY OF BRA_0• _ 9 ` I, BRAD KERB Registered Professional Land Surveyor No. 4502, in the State of Texas, hereby' �� i certify that this plat Is true and correct and was prepared from an actual survey of the M G IL IN i >� MAGNAIL IN and that p A NA �a A property property markers and monuments were placed under my supervision on the. 'I, A — 20 ASPHALT round. (G ASPHALT J�65 rrj�(, (SET)�/ 9 (SET) 0 ~ _ :. _ _ �j`i. X1'1 - - ''�`` ®0000!,Oo. � (I f f. q e F �(CoCS GPS MON. #1 20ARS. / sl Cc�C� GPS MON. 120 BEARS: ° o° , € € . _ S .g € €€ i/ - r�r,o0em00000000> 000won°oo0 i' S e € CFS, �° _ •��,, . S 04 5�€07 E -=- 3,fi13,11 .. 0 a6 07 E 3,613.11' E3('AD KERR 4502 v� A l 0 1 l i N A i [�` s�; BRAD KERR, RPLS No, 4502 -05� '9jL jL ; UR jL EXISTING.CONDITIONS» REQ' LAT SU.RVEYEOEKY: KERR SURVEYIhIG, LLC1 j2"BOLT 1 . 2 BOLT I, -409 NORTH TEXAS AVENUE i OFF: (979) 218-1858 BRAZOS aj} INT x J�•it STATE OF TEXAS - EMAIL: ghudson@xpedientmoil.com I i as stamped hereon bs me. / .>�r,,, JOYCE tf..?.. P.ti.. E aCCUNTY 4. BRAZOS FILENAME: 0517RP1A SCALE: 1 °=20' i I --- n Notary, Public, tate W t,..:as r•" / Notar iOublic �12 Z nS Count State a Texas - ` 1,, fvh '',1,mrr s L , t:>:u es I �A,n� y(rir 07!2014 _N•. sSUBMITTED DATE: 1/29/14 I Y. p > I G"— County Clerk, in and for said county,f. 1 etL, € ----=---------3800 LIQ N0: 6 SOUTII STE. 108E 77845> '.,gdo hereby certify that this plate together with its certifi ates of authentication was filed � - I � REVISIONS: 2j20j14 for record in rTly office the —_— day of ��� — L0_I'°! in POST OFFICE BOX 9'253 the Deed Records of Brazos County, Texas, in Volume Page _ Karen h!ri�ueent I1ra• F�- % ti r is a TEXAS BY: R.A.M. ', -� _a n� 1_rI COLLEGE STATION, TEXAS 77842 BRAT DS COUNTY CHECKED BY: GRADE KERR I WITNESS my hand60—IT fic'al Seal, at my office in Bryan, Texas It I ENLA—T ,: ciV11 LC Ii11eT1gllleOT.COIYI FIELD BOOK: N/A PACES: N/A / 9 _—------ {OFFICE - (97_) 764-0704 RIE CONSULTING ENGINEERS County Clerk Bra as County, Texas FAQ. {97) 764-0704 CLIENT NO. PROJECT NO E TEXAS FIRM REGISTRATION No. F-4695 253 — O Ii I; it CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF CITY ENGINEER BRYAN, TEXAS ^ 77803 STATE OF TEXAS City Engineer of the of College a Station, Texas, hereby certify that this Subdivision Plot conforms to the requirements of , COUNTY OF BRAZOS the Subdivision Regijations of the City of College Station. We D.H. PROPERTIES, LLC owners and .developers of the land shown on this plot, and designated herein as the LOTS_ 1281 thru 12R3 — BLOCK 2 --_ F.S. KAPCHINSKI Ci y ngineeri ISS Subdivision to the City of College Station, Texas, and whose names are subscribed City of College Station hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, BRA7AC COUNTY On: liar !!7r2011 r at 12.56F greensway, infrastructure, easements; and public places thereon shown for the purpose - and consideration therein expressed. All such dedications shall be in fee simple unless IL 1 1 f2Q1 1tPIPnrK f expressly provided otherwise: CERTIFICATE OF: PLANNING AND ZONING COMMISSION 1% %-J V 1J i�Pl?Ja -OTS Lill LL Document Number: 0113`3 _. � --------_._-----=------ - , _ -- Amoun s 67. lir � Chairman of the'Plammnand _n Zoning (VOLUME Y; PAGE 618 A) Owner Commission of the City of College Station, hereby certify that ``the attached plot was >.R.t.W. n:Fni(-ATjOw3 LOTS r 0.139 .A,ar__ , duly ap roved by the Ciommission on the `Q ___ day of her, --- -- i shl t _ Peters -Bowman STATE OF TEXAS - COUNTY OF ----- - Chair ma authority, on this da personally appeared EST: Before me, the undersigned u y, y p y pp known to me to the person whose name is subscribed to the foregoing ins ment, .be and acknowledged to me that he executed the some for the purpose and cons" eration -- 1 herabg cert i f q that this instrument was therein stated. � 4� Secretary Given 11 a y d on this CJ da of �,..,,. n� ..nd�r m, hon.. and seal -------- Y 20 filed led }art the date and time stamped hereon bs m>= CERTIFICATE OF THE COUNTY CLERK OFF: (979) 218-1858 BRAZOS aj} INT x J�•it STATE OF TEXAS - EMAIL: ghudson@xpedientmoil.com I i as stamped hereon bs me. / .>�r,,, JOYCE tf..?.. P.ti.. E aCCUNTY 4. BRAZOS FILENAME: 0517RP1A SCALE: 1 °=20' i I --- n Notary, Public, tate W t,..:as r•" / Notar iOublic �12 Z nS Count State a Texas - ` 1,, fvh '',1,mrr s L , t:>:u es I �A,n� y(rir 07!2014 _N•. sSUBMITTED DATE: 1/29/14 I Y. p > I G"— County Clerk, in and for said county,f. 1 etL, € ----=---------3800 LIQ N0: 6 SOUTII STE. 108E 77845> '.,gdo hereby certify that this plate together with its certifi ates of authentication was filed � - I � REVISIONS: 2j20j14 for record in rTly office the —_— day of ��� — L0_I'°! in POST OFFICE BOX 9'253 the Deed Records of Brazos County, Texas, in Volume Page _ Karen h!ri�ueent I1ra• F�- % ti r is a TEXAS BY: R.A.M. ', -� _a n� 1_rI COLLEGE STATION, TEXAS 77842 BRAT DS COUNTY CHECKED BY: GRADE KERR I WITNESS my hand60—IT fic'al Seal, at my office in Bryan, Texas It I ENLA—T ,: ciV11 LC Ii11eT1gllleOT.COIYI FIELD BOOK: N/A PACES: N/A / 9 _—------ {OFFICE - (97_) 764-0704 RIE CONSULTING ENGINEERS County Clerk Bra as County, Texas FAQ. {97) 764-0704 CLIENT NO. PROJECT NO E TEXAS FIRM REGISTRATION No. F-4695 253 — O Ii I; it BRYAN, TEXAS ^ 77803 Bk Vol Pg�r a PHONE (979) 268-3195 j E [ 1 1-- 9: 1 8 i li i k I I: FINAL PLAT Flied for Record in: OF BRA7AC COUNTY On: liar !!7r2011 r at 12.56F FOS* AsTREES REQUIRED IL 1 1 f2Q1 1tPIPnrK f 1% %-J V 1J i�Pl?Ja -OTS Lill LL Document Number: 0113`3 _. � --------_._-----=------ - BEING A REPLAT of LOT � 2 „ B; LOCK _ ` _ -- Amoun s 67. lir � (VOLUME Y; PAGE 618 A) ' lPs Number ,11,1 >.R.t.W. n:Fni(-ATjOw3 LOTS r 0.139 .A,ar__ , her, TOTAL: 0.617 ACRES i shl t _ Peters -Bowman COLLEGE STATION, BRAZOS COUNTY, TEXAS SINE O � �En., •.t��` �I�I�Iar,T OF �I;a_� SURVEYED: JANUARY 201 �- Ci 1 herabg cert i f q that this instrument was � LANDOWNER INFORMATION it filed led }art the date and time stamped hereon bs m>= DH PROPERTIES, LLC and was lulu recorded in the volume and Page � ' (c/o GLENN HUDSON) _ ° the lti "i • Z_ Public • - -e- - f: of _h_ _. z I _Ir.! ��b� t}_ t _�_��rd� o, . ,,. 2020 OAKWOOD TP. IL 845 E COLLEGE STATION, TX. 77845 OFF: (979) 218-1858 BRAZOS aj} INT x J�•it STATE OF TEXAS - EMAIL: ghudson@xpedientmoil.com I i as stamped hereon bs me. / .>�r,,, JOYCE tf..?.. P.ti.. E aCCUNTY 4. BRAZOS FILENAME: 0517RP1A SCALE: 1 °=20' i I --- n Notary, Public, tate W t,..:as r•" / Notar iOublic �12 Z nS Count State a Texas - ` 1,, fvh '',1,mrr s L , t:>:u es I �A,n� y(rir 07!2014 _N•. sSUBMITTED DATE: 1/29/14 I Y. p > I G"— County Clerk, in and for said county,f. 1 etL, € ----=---------3800 LIQ N0: 6 SOUTII STE. 108E 77845> '.,gdo hereby certify that this plate together with its certifi ates of authentication was filed � - I � REVISIONS: 2j20j14 for record in rTly office the —_— day of ��� — L0_I'°! in POST OFFICE BOX 9'253 the Deed Records of Brazos County, Texas, in Volume Page _ Karen h!ri�ueent I1ra• F�- % ti r is a TEXAS BY: R.A.M. ', -� _a n� 1_rI COLLEGE STATION, TEXAS 77842 BRAT DS COUNTY CHECKED BY: GRADE KERR I WITNESS my hand60—IT fic'al Seal, at my office in Bryan, Texas It I ENLA—T ,: ciV11 LC Ii11eT1gllleOT.COIYI FIELD BOOK: N/A PACES: N/A / 9 _—------ {OFFICE - (97_) 764-0704 RIE CONSULTING ENGINEERS County Clerk Bra as County, Texas FAQ. {97) 764-0704 CLIENT NO. PROJECT NO E TEXAS FIRM REGISTRATION No. F-4695 253 — O Ii I; it � \ \6.>_5/8" I.R.F. � ,No f I N i I F. S. KAPCHINSKI LOT 11, BLOCK 2 r' O _ *0 -...- 40 6 SCALE: 1 " = 20/ F.S. KAPCHINSKI \\ / 294 ' / LOT 13, BLOCK 2 0 to 01 / O /�O r .Dc \ `I \, ``- LOT 12 y r / \ BLOCK 2 / (0.617 ACRES) /' `\ 5/8" I.R,,F. 243 I ,F, OF 6' SIDWAI K / \ LOCATED 3' OFF B.O.C. - / <, SEE B/CS DETAIL SW1-02 f A b O F O / DIC \ TIE SIDEWALK FLUSH INTO EXISTING CONCRETE DRIVES s w/3-#4 \ DOWELS18n LONG)02 G i r c r 3p Af- 00 0�\ > y a g APPROX. LOCATION OF EXISTING 8" PUBLIC WATER LINE \ MAGNAIL IN f /� ASPHALT 304........_ . APPROX. LOCATION OF EXISTING 6" PUBLIC SANITARY \ \` C SEWER !" --1 /2" BOLT - SIDEWALK 1►J SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER Mwv WATER VALVE ®wm WATER METER ODcv DOUBLE CHECK VALVE mEv ELECTRIC VALVE 4DBv BALL VALVE ®Em ELECTRICAL TRANSFORMER (DGM GAS METER ®O MH MANHOLE OC -0. CLEANOUT SFr FIRE HYDRANT ®Ti' TELEPHONE PEDESTAL AI AREA INLET PB JUNCTION BOX - - - BUILDING SETBACK LINE -- -- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO B/CS DETAIL SHEET SW FOR STANDARD SIDEWALK DETAILS. �, S'H'OP ►_ , CALL BEFORE YOU DIG TEXAS ONE CALL SYSTER 1-800-245-4545 (AT LEAST 72 BOLAS PRIOR TO DIGGING) WARSINGII: THE CONTRACTOR 1S TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSMUCTIOS AND 1S SOLELY RESPONSIBLE FOR ALL DAMAGES TO MKING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. NGTE5:" t W4 K �a � .s�IPA I,d+fTH StCS _ E �.L �E ACCMANCE . i:l���� SLI ------ '_'� `' j >� IGS 4tI� �E; � C�L��: zy fel, a 2. IT �r LI FT- r� O Fm jONIS t 0 BE TOOLED ; . EP AT E� INTERvAL CCU& TO 'IHf Ew_ ALK WOTH. E1PAR jCuNTS Cma pow tta T T :.i�n1t� 1T�: "ffy • F 1 11 IST T. 1#. -i - fd� r _ " : Tt % T�' :5 F _ JC aIE _ E .L [t1 E _. A4 , IIIA ET 0 CD< JUS 1 .. E `. CROW SL4 (; W TH - g t2!' G 4 Ii ' D: cit ,� 4 .. BAR $}a : F I T i TE e�+ E MATERIAL Q�t�tkdl A TED TO. AEE iT`fi� AT :LEAST 9EIv OF '�AEfitfl M V OENFj O TERI O' ; ED BY PROCTOR 04PAC TON TEST ASTU Df69B 1SITA� OW) tf:L 0-42' 4+�E T 3r THE PTIWUM 04 311 E CONTENT ENT., A MMUIW a, Apr "PEDESI Citi WtETFE TAS AND ADA SRALL 8E PROittDEl5 FM ENt>AE LEDTH OF SINWALK. s - SEs. "m EXP 1ff= T'I?'R z JOAN MATERIAL DOTH 0 -L BAR ydEiTE; �_ ifl�'° �- =,Ff 1 ON 12- olc T OSS f T T%KE: INTO !CONT DR E '._ I f'�� :f. R MEINTS- = - O, uT :iE OF '14C SIE -ALK.L - ` E 'NOTE A &V J110. RUSSELL t0l ORa, s ;fps F,rhUutU tf`�1fJ'gP� - - - EA1` J91ti1+1 t41,�'T l� 1�1 :ice 3,r' WA ER SIF DOWEL BARkkAST a3 5 a 2!" 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I 7.. 77, T = TAAM I�'gJ n P r a �• _ .a -� - f�'AVEf'i hFATEFRAL I '. � � r ■9 :,,lP {Tp�'a 1 � � a ,, �c` .. '[��'y�� �.. , P -if _L .Yi. JY...a.i..-. r .W. I>G`. .,i. R i : , GUARDRAIL Is s - _ L-_.1,= 111LAX, S 1° � f SEE NOTE . L. r tFf � _ �-' _ SEE E3 ! E 2..8-D.A CONCRETE: I T tCC � 1--N E � ��_ N � � 1 1� �: -3 O ,10 12 I�;C E �'. STt�E*_TH, m s�� i P M IVA4 ESTI; _! BARS 10 ° AC m. t4" T&K7K AM.) BY r a T �Ii.L AREAS NV ISE EIttSTt .. INET iLT�e T��� E��1">!t i�€.l.'a"E BARtT 8 1 O � Tl� - - 1'] l IffAA ; 1.AK 1 � l � l-, �� , .fir l: t �. _`+L_XQUATELPE ' H #�I;r:HE� 41MA+>ifE€Q fiNTILTH E314811D. .._ ... __.i z .-. .z C.. ...., - --e 7+i d �+EL i'�F E '# i p E E T� BLOCK ' " WILL S SHALL AIA) . �, �.' .N 11; E � � 1 . � . � :� I..21..�1,���...1 � � 1 BE SEE13ED fit SOCn#6 W11M 1+4 -CAL ItWM DAYS W LA0&T STI RBANCf . . 1 .1: _11 G- I�'VE91 ;EF��1N OO"I�11��L �'ES 1�ST 61€ 'Tdsj:LED Er �+isiE EkIT�E E THAT E.d�TF€ ih1A195 ", .� R. AR Y 'TIR [ �tC T r4 T PT V TATIV : NI _ GEER. L._.Ef� E�. f�OM�...U+G '�H�L � _. >�.E UNTIL ±�>wE_ .E _E�•E _ C � fes• � : -; ,.��_9: --- � -- , iCSTA2uSsaM ArTEjR COUSTRUCTiCk A. C LETE INER : D > COMTRACTCR C :' '�1 � f n ?LL E�DH CONTROL A�ES `D BE CLEANED O SLY A TER EVERY RAN_ GENERAL CONSTRUCTION NOTES: GENERAL CONSTRUCTION NOTES (cont'd 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. STANDARDS: SMD (GEN) -02 & SMD (SLIP -1)-02 THRU SMD (SLIP -3)-02. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS RIGHT-OF-WAY. TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE_ IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN AN STREET. THE PAVEMENT SHALL BE SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY CLEANED DAILY. EXCAVATION, THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. 17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR CONTACT INFORMATION: STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. TEXAS ONE CALL: 800-245-4545 LONE STAR ONE CALL: (800) 669-8344 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 CoCS: ELECTRICAL DIVISION - (979) 764-3660 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE CoCS: WATER & SEWER DIVISION - (979) 764-3435 J T InARDJ vF T 1'E APPLICABLE REGULATORY AGENCY. BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 I VERIZON: BRENDA VAJDOK - (979) 821-4770 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. EXXON -MOBILE: MICHAEL HLUZA - (281) 594-3720 SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 DIMENSIONAL CONTROL NOTES: CITGO GAS: DOUG CLINE - 713 416-1289 ENERGY TRANSFER PIPELINE: (BENNY LOYD - (979) 820-5751 ATMOS ENERGY: LUIS CISNEROSE:- LO 7- (979 6 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE SUDDEN LINK: DAN IS CISERGER - (979) 595-246 ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL DIVIDUAL OR ENTITY TO WHICH IT IS 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO OR SERVICE LINES THAT ARE THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS 4; THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES DATA IS AUTHORIZED AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES 'RISING OUT OF THEIR USE. 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS F R LOCATING ALL IMPROVEMENTS AND MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTIO OF IMPROVEMENTS. DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. 4. THE BOUNDARY SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (BRYAN, TX). 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS,' RECORDING AS -BUILT R 1 CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO RECORD DRAWING 7 3 1 1 2 WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER.. TIFICATtON: 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE IORSITE. THE CONTRACTOR SHALL RF RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER T(7 �••�••-•-•- � !, CALEB VENABLE. GENERAL CONTRACTOR FOR THE UNIVERSITY PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. OAKS, SECTION TWO LOTS 1481 & 14R2 DEVELOPMENT, CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO CONSTRUCT ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN PROPOSED IMPROVEMENT(S). SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND APPROVALS FOR ALL WORK SHOWN. SIZES OF MANUFACTURED .ITEMS, IF ANY ARE .STATED CORRECTLY HEREON. fill L±_L__V 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. GENERAL CONTRACTOR 13, ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO THE SAME CONDITIONS OR BETTER. f 3800 S.H. No. 6 SOUTH, STE. 108G <77845: POST OFFICE BOX 9253 -_OLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 IMARKI DATE I DESCRIPTION II 1 s E. ' � r r i 1129/14 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF P.E. NO. 88583 ON JANUARY 29, 2014 IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. CLIENT INFORMATION DH PROPERTIES, LLC c/o GLENN HUDSON i 2020 OAKWOOD TRAIL fI COLLEGE STATION, TX 77845 PH: (979) 218-1858 EMAIL: ghudson®expedientmail.com FILENAME: 0517SWlA I SCALE: I"=20' SUBMITTED DATE: 1/29/14 DRAWN BY: R.A.M. CHECKED BY: R.A.N FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 253 - 0517 wm - ww 0 SHEET 1 OF 2 z 0 ^ V) VI `V V Z Z o M� W Cr_ Da_ w CL U) C Ymoi-+ W Lv J Q r ^ V ! V) }- 1.1.1 V1 Q 0) ~ < z O Y > Q e V) LI_. CLIENT INFORMATION DH PROPERTIES, LLC c/o GLENN HUDSON i 2020 OAKWOOD TRAIL fI COLLEGE STATION, TX 77845 PH: (979) 218-1858 EMAIL: ghudson®expedientmail.com FILENAME: 0517SWlA I SCALE: I"=20' SUBMITTED DATE: 1/29/14 DRAWN BY: R.A.M. CHECKED BY: R.A.N FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 253 - 0517 wm - ww 0 SHEET 1 OF 2 - _ PUBLIC UTILITY NOTES: Ile A. GENERAL: 1. THE 2012 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CQIWSTRUCTION SHALL GOVERN ON THIS PROJECT FOR ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL N011FY THE ENGINEER SHOULD ANY CONFLICTS OR DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS_ APPROX. LOCATION;e -- -- OF EXISTING 8" / _ 1) Tu17 PITY nC rnl I rcr QTATInAI 1AIII I Drr)l IlDr7 TUC." TC'QTINC n1 rnnADAPTInNI L. 11 IL Vll 1 VI _VLI..LVL JIIl11 FYILL nLyvnL 111E IL.- 1l VI __lull n_Ilvly rV,p Al I C2ArllCil l IN TC)C:NPUC'Q C: nCJ PUBLIC WATER LINE �—'"-��- I1 nLL un_iv ILL nv uu v_rIL,I-_I♦ PUBLIC WATER, SEWER AND DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT STA 1+16.67: SANITARY SEWER = - -� r �� �(� MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL LINE "S1"P � IT MEETS OR EXCEEDS THE SPECIFICATIONS. MH #2 — 4'0 STANDARD a� F R�G, 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME MANHOLE W/32"O RIM & COVER �/ i `�`� ��� AVAILABLE PRIOR TO CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY'S 0 20 ao � w/DUAL SEWER SERVICE � c � �g$• ENGINEERING INSPECTOR. 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): SCALE: 1" 0'-' » � ' �/''�2 (A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING &. BACKFILL. SHALL - - 6 PVC (SDR -26, D3034) a BE CEMENT STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL SANITARY SEWER LINE S1 Y> :� _ 6� " a :;• r; � � G, SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL BE COMPACTED IN MAXIMUM 8 LIFTS if l,�?� / T/l A nC�iCITV nC AInT i CCC TUAK1 nQQ7 nC CTA nIn ADn AAAVIAAI1AA. nCAICITV AC nCTCDAAlA1Cn IICIAIr ACTAI n-cno AT A - •r. ••••!� / I V tt VLIVJI I I VI IVY I LLJJ it i/11V �U/o VI J I/11V VMI\V IVIH/\I IV[ IVT VLIVJi i 1 nJ VL I LI\IVi.I IVLV VJIIVv HJ IIVI V uZ7u /11 n > MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY STOP !<> :>.� �� 1"... �. F.H. .a�•' • I 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TESTS CALL BEFORE YOU DIG / �- SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. TEXAS ONE CALL SYSTEIi a f��', (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL 1-800-245-4545 , / i ti����`�� -- BACKFILL MAY BE FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A (AT LEAST 72 BOORS PRIOR TO DIGGISG) �/ ; �.•��,'` " �- BArZnxcn: THE CONTRACTOR IS TO LOCATE ANY ASD ALL LTILITIEs ! 1 xai:.t•o .Y � DENSITY OF NOT -LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A PRIOR TO CONSTRUCTION ASD IS SOLELY RESPONSIBLE FOR ALL DAKAGES /// f� 1 Kri,�:+ �� �� � TO EYISTISG UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. MOISTURE CONTENT OF ,07�TO 4% OF OPTIMUM MOISTURE. DENSITY `TESTS .SHOULD BE PERFORMED AT LEAST -EVERY f••,�.:•'..000 SAW CUT 4 TRENCH & 0 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TEST ±�> T / SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. PATCH (AS REQUIRED) FOR OPEN CUT INSTALLATION — 5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY SEE B/CS DETAIL ST4-01 LINES, TAPED EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO DEEPER THAN 24", PER '' �/ cN•a� '�� "" T.P,. 5/8" I.R.F.SYMBOL & LINE LEGEND B/CS STANDARD CONSTRUCTION DETAIL W1-03. . „ . / _ <•= �: \, `Lg$J 0 POWER POLE B. SANITARY SEWER: LIGHT POLE 1. MANHOLES SHALL BE VACUUM TESTED AND SEWER LINES SHALL BE AIR TESTED AND TV CAMERA INSPECTED E.T. f GUY WIRE ANCHOR ACCORDING TO B/CS UNIFIED SPECIFICATION SECTION 33 01 30 PRIOR TO ACCEPTANCE. F.S. KAPCHINSKI I ® GAS PIPELINE RISER LOT 12 ` MwV WATER VALVE BLOCK 2 \ ®WM WATER METER (0.617 ACRES) ® DCV � ❑ DOUBLE CHECK. VALVE 0 E ELECTRIC VALVE 4 ABV BALL VALVE STA 0+00 00• SANITARY SEWER \\ t�251tM GLE�:ICZICf'1L KAIVSFORIVIER \ Fi \\ I`\ � LINE "S1" I ` ®cM GAS METER APPROX. LOCA ON MH #1 — 4'0 STANDARD MANHOLE -- OO MH MANHOLE �� j j � � ;w/32 O RIM & COVER y 0C.O. CLEANOUT OF EXISTING 6" \ SANITARY SEWER REMOVE EXISTING CLEAN—OUT & / tP�= �FH FIRE HYDRANT 2 TIE INTO BOTH EXISTING 6" SAN. �'� J ` 96`\ ZTP TELEPHONE PEDESTAL SEWER & SERVICE LINE�0 ❑ Al AREA INLET EPB JUNCTION BOX BUILDING SETBACK LINE PROPERTY LINE \ \ \ F.S. KAPCHINSKI-------- EASEMENT LINE . KAPCHINSKI \ _ LOT 11,, 8LOCK 2 ` P.U.E. PUBLIC UTILITY EASEMENT IT 19, BLOCK 2 �F.S. KAPCHINSKI \_ - '� PLAN NOTES: LOT 10, BLOCK 2 •0 �-- 1. REFER TO B/CS DETAIL SHEET 296 c9• �'2g \ SW FOR STANDARD STREET, \ '0 c111:-WAI Lty R, "3WEQ nETAII c � ..nut-„r-Fuw ...ra_17rF-i� v InFF_J. \ 1A `. "S1” — PLAN VIEW ST SCALE: 1"=20' 304 SEWER w w z z En—,Z-U�7 ---- — -- & PRIVATE): wofw- E!1 I,r Z -U w N TO EXISTING /� 30�i' — END OF PROPOSED SANITARY �a 't '1 APPROVAL OF TME CIY V OPEN CT TT COAT/ SEWER. J E Q U -F �— V RI.. Y STI RET' EXT NSRONS ARE TO BE INSTALL EU it W-3 8 €I THE MAIN LI3\tL' CONu —RIUC H 3DN_ �-1 _ . Z -z _ -t o6 —W 5. AIL CLEAN 0LIT IS REQUIRED AND � 'Mli'ILL RE INSTALLED BY THE PLUMBER ,SEE 302 O\F =-W—______ A: LATIN UNDER THE: SUPERVISION Or A RPLS UPON COMPLETION OF t— C14 -J -\� -- -- STACK TI iAT S%ALL BE BROUGHT WiTt-I IN — 302 ("� 30 V __ O o�— --.—-� 3 -OW = X WWW � O_0 z__- PRO- Q C L OF .SED GRADE _ AN. SEWER _ � —� - to --_-W -- Q -�— - - 3 3 o _Z_- a - 300 298 ,._---- 298 296 296 6„ PVC (SDR -26; D3034) _ SANITARY SEWER LINE "S1 -- - — 294 294_ 292 292 -- — 290 290 116.67 L.F. OF STRUCTURAL BACKFILL 288 — _— __ - _-- irl �w�,�=_ 288 O LO O _—� O � O cv� �— lf3 N'� Ctj N O 286 -i J J - W tL tL li J tL La_ — 286 0+00 1+00 2+00 "S1" — PROF HORZ: 1 =20' VERT: 1"=2' SANITARY SEWER NOTES (PUBLIC O.D.�'A +� & PRIVATE): 1. WHEN MAKING A CONNECTION UNDISTURaED SCtii--- TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG DOWNSTREAM END OF PROPOSED SANITARY �a 't '1 APPROVAL OF TME CIY V OPEN CT TT COAT/ SEWER. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL ACCEPTANCE B 1 -EI iHEf\ THE DESIGN-CVIVSULIAN I Urr, IAIVIUS. 2. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO AS TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATERLINE. IF THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE WATERLINE MUST BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5 FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. 3. NO CAST -IN-PLACE MANHOLES SHALL BE USED, 4. ALL SANITARY SEWER PIPE 6" TO 15" SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM SPECIFICATION D-3034 HAVING A MINIMUM PIPE STIFFNESS OF 115, UNLESS OTHERWISE NOTED. 5. ALL MANHOLES AND SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH TCEQ CHAPTER 217 AND B/CS UNIFIFIED SPECIFICATIONS (LATEST EDITION). 6. ANY AND ALL D.I.P. TO BE USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND TIED TO PIPE AT 3' MAXIMUM INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM INTERVALS (w/SCREW-TIGHTENED STEEL BANDS) (IF JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER (OR COATINGS) WILL BE 40 MILS THICK. *MIN. IN. 6" HMAC {TYPE I G _R 1�) `ti /—EXISTING SEAL COAWMAC SAW CLIT° -_, L Iy STABILIZED SANDCOMPACTED 12" r: = *REfERTO HMAC SPECIFICATION FOR LIFT AND COMPACTION 9 J; rr REQUIREMENTS O.D.�'A +� BELOW PROPOSEG 13ACK bFCURB, - SE5 BEDDING DETAIL. FOR 1."I,GI f^J GF old "'EDT--CFCTTA MiC1_7Li6a 1_—V. III Vwz, Gm; CI TLi APPROPRIATE PIPE TYPE UNDISTURaED SCtii--- " BORING OF STREETS FOR METAL"t POSrPAsINTED GREEN-. UTILITY PIPE IS THE CITY 3. ALL MATE-91lAFL. SHALL BE A5TRfi STANDARD. OPEN CUTTING �a 't '1 APPROVAL OF TME CIY V OPEN CT TT COAT/ ENGINEER ONLY. V RI.. Y STI RET' EXT NSRONS ARE TO BE INSTALL EU NOTE.- OTE.-`I. -I.W -H R L DOUBLE WTE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSEG 13ACK bFCURB, - 1."I,GI f^J GF old "'EDT--CFCTTA MiC1_7Li6a 1_—V. III Vwz, Gm; CI TLi ALLOW SANITARY SEWER SERVICE. 2. MARK EACh SERVICE END WITH METAL"t POSrPAsINTED GREEN-. 3. ALL MATE-91lAFL. SHALL BE A5TRfi D3034SDR26W GASKETS 4. ALLSr4VLC= CONN ECT IONS &O SIDE EXT NSRONS ARE TO BE INSTALL EU it W-3 8 €I THE MAIN LI3\tL' CONu —RIUC H 3DN_ ' z—?SE ME 5. AIL CLEAN 0LIT IS REQUIRED AND � 'Mli'ILL RE INSTALLED BY THE PLUMBER ,SEE A. i, THE RaW FOR EACH SERVICE. G. LOT CORNERS SHALL BE MARIA=Q WiTlf A: LATIN UNDER THE: SUPERVISION Or A RPLS UPON COMPLETION OF CONST?R1ICTION- i..14WeE1siSE.R+jC1' CONNECT' 0N IS DEEP, COIAJTRACTIDR MUST PLACE VERTICAL A•4 STACK TI iAT S%ALL BE BROUGHT WiTt-I IN S1,2FEET BELOW NATURAL GROUND- 7 ,,tto--'/ l5EE N01'_= 41 S U_ 45t, PVC BEND iPIPe. CONC.'CURB CUTTERS PJ? OFILL" i r 3800 S.H. No. 6 SOUTH, STE. 108G <77845: POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 ?KI DATE I DESCRIPTION 1129114 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JANUARY 29, 2014 IT IS NOT TO BE USED FOR CONSTRUCTION; BIDDING OR PERMIT PURPOSES. w Z O_ wj v) H 6L Ld Z ~ W z w� Z W M T— OZ O m =3O cn L W N w w cri !— �- V) +` Z �'_ Q o ~ F_ Q~ () Q CL u) 0 Z� —U Y0 >o Z Q W TY U– NOTE 5 EICiC'�51riS:L1� =,., ITkP11iALj 4' PVC EXTENSION— WiPVC CAP �SEr'+,OTE 3` I CLIENT INFORMATION 3.W M -14 pV i11YE x.,11 B,i ,!'\ DH PROPERTIES, LLC PVC CAP +- `' a ,°SNF N07E F) _ I (9FF N07, i u c/o o GLENN HUDSON #( 2020 OAKWOOD TRAIL COLLEGE STATION, TX 77845 FVf; (S_FE NOT= e�) F + r � e � PH: (979) 218-1858 EMAIL: ghudson®expedientmail.com 187 FILENAME: 0517S1A SCALE: AS NOTE ' 3 SUBMITTED DATE: 1/29/14 �F ATYPICAL; TEE WYE SERVICE FITTING DRAWN BY: R.A.M. CHECKED BY: R.A.M I ;SE°:ER 11YE AND VIS- BEND I,}t_:` FIELD BOOK: N A PAGES A N --- SEWER LIME � % RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 253 — 0517 UrY OF COLLEGL STATION W R SERVICE LINECROSSING C SHEET 2 OF 2