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Ordinance 2007-32 ORDINANCE NO. 2007-32 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS AMENDING WYLIE ORDINANCE NO. 2002-05; AMENDING ENGINEERING STANDARD CONSTRUCTION DETAILS, PROVIDING FOR REPEALING, SA VINGS AND SEVERABILITY CLAUSES; AND PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE. WHEREAS, the City Council of the City of Wylie, Texas ("City Council") has investigated and determined that it would be advantageous and beneficial to the citizens of the City of Wylie, Texas ("Wylie") to amend Wylie Ordinance No. 2002-05 Engineering Standard Construction Details. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1. Findin2s Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2. Amending Wylie Ordinance No. 2002-05, Design and Construction Standards, Standard Construction Details. The following Standard Construction Details are hereby amended: STD-OO_R, STD-02_R, STD-07_R, STD-09_R, STD-ll_R, STD-14_R, STD-19 _R, STD-21_R. SECTION 3 Savin2s/Repealin2 Clause. All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the repeal prevent a prosecution from being commenced for any violation if occurring prior to the repeal of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. Ordinance 2007-32 Amending Ordinance No. 2002-05 Design Standards ,..'.......... SECTION 4 Severability . Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Wylie hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof irrespective of the fact that anyone or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional or invalid. SECTION 5 Effective Date. This Ordinance shall become effective from and after its passage and adoption. ..........."" DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, on this 25th day of September 2007. ATTESTED AND CORRECTLY RECO D: ~' ~ -= . . - - ~ . - = ~ : = - ~ . - "". 0 ..... ... ~ il.... ....c -" ~ c;~~.c ..o",e.$ "; ~y .~Ul!lO". ~ ~ ,1,1'" 1.../ E Tt.'f.-~\,'" 111111 "',"', \\\\ Date of publication in The Wvlie News - October 3, 2007 Ordinance 2007-32 Amending Ordinance No. 2002-05 Design Standards WATER PAVING NOTES 5 ALL CONCRETE IN LINED CHANNEL SHALL BE NCTCOG CLASS "A" (t.J1NIMUM 3,000 PSI.) CONCRETE 1. ALL WATER LINE CROSSINGS or SANITARY SEWER LINES SHALL BE AS SHOWN IN THE PLANS AND MEET rem 1. CONCRETE rOR ALl STREETS AND PRIVATE DEVELOPMENTS SHALL BE IN ACCORDANCE WITH NCTCOG. REQUIREMENTS 6 FLAT BOTTQIJ TO BE CONSTRUCTED WHEN CHANNEL WIDTH IS U:SS THAN 12 roOT 2. PIPES 12 INCHES IN DIAMETER AND SMALLER SHALL BE POL'1'VINYL CHLORIDE (P.V.C.) MEETING THE FOURTH EDlTIaN OR AS AMENDED CLASS "C"' CONCRETE (SIX SACK 3.600 PSI. MACHINE, SEVEN SACK 7 3/4" CHAMFER ON ALL CONCRETE CORNERS REQUIREMENTS OF AWWA C900 DR 18 OR DUCIILE IRON PIPE (D.I.P.) MEEIING THE REQUIREMENTS OF AWWA C 4500 PSI HAND POUR, COMPRESSIVE @ 28 DAYS) ITEM .303.3.42(0) AND ITEM 303.5.6.2 HAND 151 CLASS 50 PIPE. ALL DIP. SHALL BE WRAPPED WITH A POLYETHYLENE LINER. STORM SEWER 2. REINFORCING STEEL SHALL BE DEFORMED BARS NO.3 ON 18 INCH CENTERS OR NO.4 BARS ON 24 3 FOR PIPES lJ\RGER THAN 12 INCHES IN DIAMtlER, THE PIPE SHALL BE REINFORCED CONCRETE CYLINDER INCH CENTERS, REINFORCING SHALL BE IN BOTH DIRECTiONS ON CENTER REINFORCING 5T EEL 1. THE FLOOR OF THE EXCAVATION FOR INLET BOX MUST PROVIDE A FIRM, LEVEL BED FOR THE BASE SECTION PIPE (AWWA 00\ OR AWWA C30.3), DUCTILE IRON PIPE (AWWA C15\ CLASS 50) OR POLYVINYL CHLORlOE PIPE UP SHAI.l. BE IN ACCORDANCE WITH ASHJ 615, 616 AND 617 TO REST UPON TO 18 INCHES MEETING THE REOUIREMENfS OF AWWA C905 - /35 P.s.1 RATED PIPE J. All REINFORCING STEEL SHALL BE TIED (100%). REINFORCING STEEL SHAll BE SET ON PUlSTlC 4. ALL VALVES ON PIPES 12 INCHES AND SMALLER SHALL BE RESILIENT SEALED WEDGE VALVES (AWWA C509) CHAIRS BAR LAPS BE MINIMUM 30 DIAMETERS. NO STEEL SHALL BE PLACED UNTlL THE SUBGRADE 2. A MINIMUM OF 6 INCHES OF I" DIAMETER (MAXIMUM) ROCK OR GRAVEL SHALL BE USED TO PREPARE THE 5. ALL VALVES ON PIPES LARGER IHAN 12 INCHES BUT SMAllER THAN .30 INCHES SHALL BE BUDERFLY VALVES HAS BEEN TESTED AND PASSED BEDDING 10 FINAL GRADE OR IN LIEU OF THIS, AT LEAST 6 INCHES OF 2-SACK CEMENT STABILIZED SAND SHALL (AW'IIA C50') OR WEDGE VALVES (AWWA C509). BE USED TO PREPARE fHE BEDDING TO GRADE. CEMENT STABIUZED~SAND SHALL BE ALLOWED 10 SET BY 4. EXPANSION JOINIS SHALL BE SPACED EVERY 600 FEET, Af ALL INTERSECTIONS AND CHANGES IN KEEPING HOLE PUMPED DRY 6. ALL VALVES ON PIPES 30 INCHES AND LARGER SHALL BE BUTTERFLY VALVES (AWWA C504). DIRECHON OF PAVING ALLEYS SHALL HAVE A MINIMUM OF TWO EXPANSION JOINTS 7. EMBEDMENT SHALL BE AS SHOWN IN THE PLANS BACKFTLL WITHIN THE LIMITS OF EXISTING AND PROPosm 3. AnER PIPE HAS BEEN LAID ON PROPER BEDDING, BACKFIlliNG TO COMMENCE WITH 8" MAXIMUM LOOSE PAVEMENT SHALL BE COMPACTED TO 951, STANDARD PROCTOR. OUTSIDE PAVEMENT (EXISTING OR 5. SAWED TRANSVERSE DUMMY JOINTS SHALL BE SPACED EVERY 15 FEET OR 1.25 TIMES LIfTS MECHANICAllY COMPACTED TO 95% STANDARD PROCTOR UNDER ROADWAY OR 12" MAXIMUM LOOSE LIFT PROPOSED) SHALL BE COMPACTED TO MINIMUM OF 92% STAfIlDARD PROCTOR. ALL COMPACTION SHALL BE BY LONGITUDINAL JOINT SPACING WHICHEVER IS lESS. SAWING SHALL OCCUR WITHIN 5 TO 12 BEHIND CURB MAXIMUM SIZE ROCK IN BACKFILL SHALL NOT EXCEED 4- INCHES IN DIAMETER MECHANICAL METHODS. HOURS AFTER THE POUR INCLUDING SEALING 8. WATER LINES SHALL BE PRESSURE TEStED IN ACCORDANCE WITH NCTCOG ITEM 506 ALL WATER LINES SHALL 4. PRECAST INLETS MUST BE APPROVED BY THE CHY. BE SWABBED IN THE PRESENCE OF THE INSPECTOR PRIOR TO BACKFILLING 6. SUBGRADE UNDER PAVEMENTS SHALL BE A MINIMUM or 7 INCHES OF LIME TREATED SUBGRADE ONLY HYDRAIED LIME SHALL BE unUZED OPTIMUM LIME SHALL BE APPLIED OPltMUM LIME 5 CONCRETE TO BE MINIMUM 4,200 PSI. 9. ALL HORIZONTAL AND VERTICAL BENDS SHALL BE Bl.OCKED CONTENT SHALL BE OEIERMINED DURING THE EXCAVATION BY THE USE OF A LIME SERIF:S TEST LIME 10 ALL FITTINGS SHALL INCLUDE MEGAlUG CONNECTORS SERiES TEST SHALL BE TAKEN ALONG THE EXCAVATION AT ALL CHANGES IN SOil AND A MINIMUM OF 6 LOCKING DEVICE IS REQUIRED ON ALL STORM SEWER LIDS 11. ALL FiRE HYDRAN1S SHALL BE INSTALLED WITH A 24" ~ 24" SQUARE REINFORCED CONCRETE PAD 300 FEEl LIME SERIFS SHALL BE COMPLEIEO BY AN INDEPENDENT LABORATORY APPROVED BY THE 12 ALL WATER LINES SHALL BE SWABBED IN THE PRESENCE OF THE INSPECTOR PRIOR TO SACKFULL CITY 7 "NO DUMPING" WARNING PLA~UE TO BE INSTALLED ON ALL STANDARD AND RECESSED INLETS 7. LIME TREATED SU8GRADE SHALL BE COMPACTED TO A DENSITY OF NOT LESS IHAN 95 PERCENT OF SCREENING WALLS lHF MAXIMUM DENSIIY AS DETERMINED BY ASTM D 698. MOISTURE CONIENT SHALL BE WIIHIN -2 TO 8 CONCRETE CAST-IN-PLACE INLETS SHALl HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,200 PSt. @ 28 1 CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF .1,000 PSI. @ 28 DAYS + 4 OF OPTIMUM DENSITY TEST RESULTS SHALL BE COMPlETED BY AN INDEPENDENT LABORATORY DAYS. APPROVEO BY THE CITY ALL RESULTS SHALL BE PROVIDED TO THE OTY SUBGRADE TESTING SHALL 2. REINFORCEMENf - ASTM A-36. BE IN ACCORDANCE WHH NCTCOG nEM 3035.\ SUBGRA.QE. 9. DELETED 10. EXISflNG STORM SEWER PIPE AND/ OR LATERALS SHALL m: LOCArED PRIOR TO SElliNG OF CONSTRUCTING .3. MASONRY - COMPRESSIVE STRENGTH SHALL BE PRESCRIBED IN ITEM 2.3.6 SPECIAL PROVISIONS 8 lIMF: TRIMMINGS ARE NOT ACCF.PTABLE FOR ANY USE INLET BOXES IF ADJUSTt..lENT IN GRADE OF LATERAL IS REQUIRED, A REVISED DESIGN BY THE ENGINEER OF 4 WIND LOAD FOR DESIGN - 20 PSF g. ALL FilL SHALL BE COMPACTED BY MECHANICAL METHODS. MAXIMUM LOOSE lifT FOR RECORD SHALL BE SUBMITTED fO THE CITY FOR APPROVAl. COMPACTION SHALL BE 8 lNCHES. ALL LIFTS SHALL BE TESTED FOR DENSITY BY AN INDE.PENDENT 5 PIER BEARING STRESSES - SEE BRICK SCREENING WALL NOTES. LABORATORY APPROVED BY THE CITY. DENSITY REQUIREMENT SHALL BE AS SHOWN ON THE PLANS 11. REINFORCED CONCRETE PIPE CLASS III IS APPROVED WITHIN IHE OTY FOR THE TYPE or MATERIAL CAlLED FOR IN THE PLANS. 12.COLOR TV INSPECTION SHALL BE COMPLETED ON THE STORM SEWER IN THE PRESENCE OF CITY 6 MORTAR - TYPE "S" REPRESENTATIVE AND THE ORIGINAL VHS FORMAnEO TAPE SHALL BE GIVEN TO THE CITY AT THE COMPLETION 10 ALL DISTURBED AREAS OF ROADWAY WORK SHAlL I~AVE GRASS ESTABLISHED IMMEDIATEl.Y. OF THE INSPECTION. 7 PROVIDE CONTROL JOINTS AI 50 rEET GRASS SHALL MEET THE REQUIREMENtS OF ITEM 202, lANDSCAPING, OF NCTCOG SPECIFICATIONS, SANITARY SEWER FOURTH EDmON OR AS AMENDED 1. ALL SEWER LINES CROSSING POTABLE WATERLINES SHALL BE AS SHOWN IN THE PLANS AND MEET TCEQ 8. PROVIDE EXPANSION JOINTS AT 200 FEEf CENTER MAXIMUM. I L ALL AREAS TO BE EXCAVATED OR FILLED SH"-LL HAVE EROSION CONTROL PLACED PRIOR TO REQUIREMENTS. 9. PROVIDE PIER WITH MINIMUM 9 FOOf WI 24 INCH DIAMETER BELL iN CLAY OR OTHER MATERiAl EXCEPT 2. PIPES 8 INCHES THROUGH t S lNCHES SHALL BE IN ACCORDANCE WITH ASTM 0.3034 WITH A MINIMUM SDR OF 35 COMMENCING EARTHWORK. EROSION CONTROL DEVICES SHALL BE MAINTAINED THROUGHOUT THE OR ASIM 03350 ANO DE .345434 C BLUE SHALE. 6 FOOT M!NIMUM WITH .3 FOOT MINIMUM INfO BLUE SHALE. PROJECT lN ACCORDANCE WITH NCTCOG IlEM 201, FOURTH EDITION OR AS AMENDED 3. PIPES LARGER THAN 12 INCHES THROUGH 48 INCHES SHALL BE IN ACCORDANCE WITH ASTM STANDARDS F679, ~'794. F949 AND 03350/ DE 345434- C 10. ALL EXPOSED CONCRETE SHAlL BE CLASS 2 RUBBED FINISHED SURFACE 12. ALL SIDEWALKS SHALL INCLUDE BARRIER FREE RAMPS AT INTERSECTING STREETS, ALLEYS, 4. MANHOLES SHALL BE PRECAST. ALL MANHOLES SHALL BE WATER TIGHT PRECAST MANHOLES SHALL HAV[ DRIVEWAYS, ETC BARRIER FREE RAMPS SHALL MEEI CURRENT ADA REQUIREMENTS, BE INSTALLED JOINTS SEALED ALL RING AND COVERS SHALL INCLUDE AN INTERNAL CHIMNEY SEAl 11. SIDEWALKS ADJACENT TO WALLS MUST BE 5.-FOOT MINIMUM WIDTH FROM ALL PORTlONS OF THE WAil flY THE DEVELOPER AND BE APPROVED BY THE TEXAS LICENSING BOARD 5. ALL PIPE OPENINGS IN MANHOLES SHALL INCLUDE COUPLINGS WITH ~O" RING RUBBER GASKETS. (INCLUDING PILASTERS. COLUMNS, ETC.) EXPANSiON JOINT 6. STU80UTS OUT OF MANHOLES SHAll BE FITTED WITH A STOPPER AND CAP STUBOUTS SHALL BE A MINIMUM 13 SIDEWALKS SHALL BE OOWELED INTO PAVEMENT WHERE IT ABUTS DRIVEWAYS OF 5 FEET FROM MANHOLE AND BE SUPPORTED BY A CONCRETE CRADLE 12 MAXIMUM PILASTER SPACING 40 FEET MAIERIAL SHALL BE USED AT THESE LOCATIONS. 7. ALL DROP MANHOLES SHAlL BE OF THE EXTERNAl TYPE. B. MANHOLES SHALL BE VENTED IN ACCORDANCE WITH fCEQ REOUIREMENTS \3. WALLS SHALL NOT BE PLACED IN THE VISIBILITY EASEMENT OR STREET RIGHT or WAY 14. NO VEHICLES Sf-IALL BE PERMITTED ON CONCRETE PAVEMENT WITHOUT APPROVAL FROM THE 9. ALL SANITARY SEWER PIPE SHALL BE rESTED (NCTCOG ITEM 507.5) AFTER CONSTRUCTION. TESTING SHALL 14. THE WALL SHALL BE A MINIMUM OF EIGHT FFU IN HEIGHT AS MEASURED FROM THE NEAREST ALLEY CITY THE CITY WILL MAKE DETERMINATION BASED ON CONCRETE BREAK REPORT. INCLUDE PRESSURE TESTING. "ANDREl rEST (ICEO REQUIRED) AND COLOR TV INSPEClION COLOR 1V EDGE OR SIDEWALK GRADE, WHICHEVER IS IHE HIGHER. THE COLOR OF THE WALL SHALL BE LIMITED TO 15. CONCRETE MIX DESIGN SHALL BE SUBMITTED FOR REVlEW PRIOR TO PRECONSTRUCTlON INSPECTION SHALL BE COMPLETEO IN PRESE.NCE OF CITY REPRESENTATIVE AND THE ORIGINAL VHS EARTH-TONE COLORS, EXCLUDING GRAY, GREEN AND WHITE THE COLOR OF THE WAlL SHALL BE UNIFORM MEETING. REVISE THE FIRST PARAGRAPH OF NCTCOG SPEC. .303.2.1.J COARSE AGGREGATE TO READ FORMATTED TAPE SHALL BE GIVEN TO THE CITY AT THE COMPLETION OF THE INSPECTION ON EACH SIDE OF A THOROUGHFARE FOR THE ENTIRE LENGTH BHWEEN INrERSECTlNG THOROUGHFARES, "CRUSHED SlONE SHALL CONSTITUTE T 00% OF THE COARSE AGGREGATE. 10. MANHOLES SHALL BE VACUUM TESTED IN THE PRESENCE OF THE ClTY REPRESENTAIIVE. UNLESS OTHERWISE APPROVED BY THE CITY'S PUBLIC WORKS DEPARTMENT THE FINISH OF THE WALL 11. NO END-OF -LINE CLEANOUrs WILL BE AlLOWED TERMINATE SEWER LINES WITH A MANHOLE. SHALL BE CONSISTENT ON ALL SURFACES 16 All PA~NG FOR PARKING SHAll BE "'N. 5" THICK 3.600 Ps.I. CONCRETE SUBJECT 10 CITY ILLUMINATION ENGINEER APPROVAL 1. STREET UGHT FOUNDATIONS SHAlL BE CONSTRUCTED IN ACCORDANCE W1TH TXU ELECTRIC 15. IF WROUGHT IRON FENCING 1$ TO BE UTILIZED ON REQUIRED SCREENING, ALL WROUGHT IRON MUST BE DETAil AND NOTES FOR 25' OR 30' MOUNTING HEIGHT ROUND STEEL POLE. souo STOCK, NO TUBUlAR STEEL WILL BE ALLOWED. 17. ALL AREAS NOT UNDER PAVING, INCLUDING ALL FRANCHISE UTILITY EASEMENTS, SHALL BE 2 PROVIDE SOUARE CONCRETE "OW STRIP 1 B" FRO" OUTSIDE OF POLE TO CORNER USING COMPACIED TO A DE.NSITY OF NOT LESS THAN 92 PERCENI OF THE MAXIMUM DENSITY. 3,000 PSJ CONCRETE WITH 13 BARS @ 18" AND ~" EXPANSION JOINT 18. CONCRETE PLANTS SHALL CONFORM TO TxQOl ITEMS 520 AND 522 3. SUBDIVISION STREET LIGHTING TO CONFORM TO THE ZONING ORDINANCE "DECORATIVE STREET LIGHTING SHALL BE PROVIDED ALONG RESIDENTIAl STREETS THROUGHOUT ALL RESIDENTIAL DEVELOPMENTS, PROVIDING LOW ILLUMINATION 1 9 ANY CURB AND/OR STREET SECTION REMOVED FOR THE CONSTRUCTION OF A PRfVAlE DRIVEWAY WITH SOLAR CONTROLS ON DECORATIVE POLES WlTH SPACING RANGING FROM 250 FEET TO 350 FEET BETWEEN LIGHTS ~~-----.oo;""~;;;~---l ce _'/"i"~_ SHALL NQT BE RE"OVED PRIOR 10 7 DAYS OF CDNSfRUCTlON OF 1HE DRIVEWAY. IF THE DRIVEWAY PLACED ON ALTERNATING SIDES OF THE STREET. A STREET LIGHTING PLAN MUST BE SUMITlED 10 IHE CITY ENGINEER FOR APPROVAL. " IS NOT CONSTRUCTED WITHIN THIS TIME FRAME AND EXCAVATION HAS BEEN MADE, EXCAVATION SHALL BE THE CITY ENGINEER IS AUTHORIZED TO ALTER THE DISTANCE REQUIREMENT IF NEEDED IN AN EFFORT TO ACHIEVE THE BEST liGHTING ARRANGEMENT POSSiBLE J OEl[lESI(H,lS[IlE~PIoRAG'l_M g ~!'O/O' REPLACED UNTIL SUCH TIME CONSTRUCTION COMMENCES. DETAILS ----i--' ADO STREEI SlQI Sl'tOflCAiiotIS" UU1IINAllOH ~ElAA'<EUf]H ..... 1!~!O7 SPECIAL DETAILS OR MODIFICATiONS TO THESE STANDARD DETAILS TO BE UTILIZED ON ANY ~j-. __ .~~S!: mm~::;s NO. I IE ~ m-+_~~~1:~06 GIVEN PROJECT SHALL BE SUBMITTED TO THE CITY FOR APPROVAL FOR USE LINED CHANNELS STREET SIGN SPECIFICATIONS' WYLIE, TEXAS 1. CONSTRUCTiON JOINT SHOWN IN DETAILS FOR CONVENIENCE ONLY, MONOLITHIC CONSTRUCTION SIREn NAME SIGNS FOR ALL INTERSECTIONS BY THE CONSTRUCTION or A SUBOIVlSION SHALL BE FURNISHED AND INSTALLED BY THE CITY OF MAY BE USED DEVELOPER. IHE INSTALlATION OF THE SfRE[l SIGNS MUST BE PRIOR TO THE FINAL ACCEPrANCE OF THE SUBDIVISION. THE LEGEND SHALL CON1AlN THE NAME OF THE STREET, ANY SUFFIX AS DESIGNATED ON THE PLAT, AND THE BLOCK NU~BER AS ASSIGNED BY THE CITY STANDARD CONSTRUCTION DETAILS 2 ALL VISIBLE SURFACES SHALL BE A TROWEL FINISH THE SIGN FACE SHALL BE HIP PRISMAT1C WHilE W/BlUE EC mM WITH CITY LOGO. THE SIGN PLATE SHALL BE 9 INCHES TALL AND o.oao INCHES 3 AlL REINFORCING SIEfL SHALL BE .3/8" DIAMETER AND SPACED T2" CENTER TO CENTER BOIH THICK FLAT BLADE ALUMINUM DRillED. THE STREET NAME SHALL BE 6 INCH UPPER CASE LETTERS. THE SUFFIX AND BLOCK LETTERS SHALL BE 3 INCHES. ALL lETTERS SHALL BE WHITE THE SIGNS SHALL BE MOUNTED ON A 2 INCH BY 12 FOOT SQUARE PQST WITH A 2.25 GENERAL NOTES WAYS UNLESS OTHERWISE SPECIFIED INCH BY 36 INCH SQUARE GROUND ANCHOR AND 2.5 INCH BY 18 INCH SLEEVE. THE ANCHOR POST SHALL BE DRIVEN INTO THE GROUND AI A DEPTH OF 30 INCHES. THE STREET NAME SHALL BE MOUNIED 10 FEET FROM THE lOP or THE CURB MEASURED TO THE BOTTOM or I 9-<nr 4. IF WOOD FORMS ARE USEO WITH CONSTRUCTION JOINT, THEY SHAlL BE TWO, 2"~4-", AND SHALL THE lOWEST SIGN SIGNS SHALL BE MOUNTED ON SQUARE POSTS USING DRIVE RIV[TS, WASHER, SPACE AND CHERRY MATE RIVETS TO DATE: APRIL, 2005 STO-OO~R NOT BE REMOVED UNlll CONCRETE ON SI.OPES is READY TO BE PLACE ADACIi ENOS OF SiGN TOGETHER. I i --~--,~--------_..--~- ~ --~.- ----------....- _._---------.-'---._- NOW_____._.___ . ___.....u~~__j t:;------------ .----~---.-~ --- -==:;__1 _ L~---lf:: -: ~--~~ 1~~~~s'7ij L--~~~~JSi~. .~.-.~ ~~-1~ ~~H'" __c:o. I ~L ~~cr=-.. t=: f fCV"H'~H" I ~~' ~--' ~~ ~-- iCROrIN HfK;'" H/2" 2" H" "" ","""Nl ~ ______ . -_ _ CROWN.HDCHT I . -'-~-~ - L.~.----'---.----<-- 1V5-1/2" ~ I _ ~~~_[ ~=-'--=='~'~ _ .': "/8 ~___ ~~..:=--=:==-l~~:~~(c;ro=-- ~~ -~ ~ c ~ _~ L_. ___J RElNFORCINC BARS SHALl BE NO. J B4RS SUBGRAO[ ----- ~ I .j ... l7 (IME STA8/rlZED 1.1 1,.1 ON 18" erRS Of? NO <ll' fi'S ON;4" erRS Jl.. j __~ _.. Sl)8GRAOE _~ -IW- BOfH WArs S'f1.lf~1l?fCAL ABOUT f- ~~ :R;.(~~~/~o~ ~A~R5 ON /8" C""'S OR HCAOCR AND pwr _ TO Be MON01JrHIC j g"t :}-o. (USUAL) ID:_GULAR SEU1.o.N RJ::GULAR SECTIill'J 2""~ __u____ LEGENQ RAIL HEADE. R ----~ -- If' 54WW LONGITUDINAL \J DUMMY JOINT CONSTRUCTION JOINT (FULl WIDTH PVUT Q) - 15 AUOWfD WHERE APPROVED BY CITY) EXPANSKJN JOW! FIll,1I '\ rEX/STING PWT \ PROP CONC PYlJr tL rUM, P'lUr PROP CONC PWT n-~ -]- ----~--~-- , ' ~ . - . r-J r-~ 1L{.rg}&m jJL'-PO~'--_ r-""'--i'0"C__._.C""" -' ~,~'~~i7'"\,,: ,,~~" .: ~ iJL' 'IrtJ.1 5' o----.~~--- ---'-- I _ t---- I PAVEMENT THICKNESS OF 6' 2 ... _______----- --------~--l ALL OTHERS SHAll BE 8" MlN !l.~ _-'.:c'~1 --1_ ~ '~---.J HOOfR XJ:f~^,T BARS ro Bf BfNT DOWN INro HOO[H. PAVEMfNT AND H[,I.{)[R r-ROADWAY- TOTAL 3/4 1.410-----. ---1~-. SHAll 8, /.IONOt.mirc. .-~) CRO~_~_~I~~T . !,S?'NT P~ _ __ POINT 26' ,- H/'- " ,/," STR~JT_~.ADER - --- 36' 6" 3-3/8" 1-\/2" J/B" ...--<< 6'- -,-:~- . -'-::;-/2'-" 3/8" . 1:zf1-- -;':: " ,1- A ~I _____u_ ---- J/8 R~1 __ INTEI?/.OCKfNG PAli/NG 114 lltlRS 24' ON CENTER EA -";AY TABLE OF CROWN HEIGHTS AND .O...RDINATES 1> lJ"'lTCR 1. p'ONESOR S""PW "" eOUOED RUPBE' FOR VARIOUS PARABOLIC SECTIONS NO J8.AR____ Il/rR ~ ICONCRl7r j 3~~p:~i~oo;~O~AIs:A~ASL,)(::R~T SUP-roRM PAvnlfNT I.IUST M[l~-C--;;WN CRAOCS AT :;~;~~ I.I~~~-" f r L-=--~ ~IJPC~]O!~" SAND 6' OR 8' K ~~~ ~ONG[rtJDIN1P"" I I""'''G "VEME", PARABOlICRa4DSONlr roBfCON5!lWCTfl) WfTH SlIPFOI1M PAI,fRS t -~~-- ~-~- =-] .v~---p,----- ~ ~- _J - - u -----z:.____..J If> :.--- '----.. ~ If' , NO J BARS SPACEO ON IS. CENTEI1S 3/~---......... '---"------- "- 6' OR NO -I BARS SPACED ON 24' CENTERS ~ 1=3'1-1 MONOLITHIC CU_RB A ~I . _~_L--",--- --"'_ J/eRE . = ~ 6'-J- 6'-J" CONTlNUOUS;- ORANGE J ___ 1 J BArTFR ~ ~J...lf;;BNAIL.lR..w_s...YEB~~~JII,JJ:!lti.~1... 2 M~____-j_ --_._~~ ~~~7fJfS%m.{'CIORS ..., J NO -I BARS ~l- I" -~---- ~C_ULS.IRE:LL1:!E.ADEI? / ~ ,.,...."._.,"'~ ':J: 'r' 1- ~ I ,1,1 ll1 Il~!.-"-'L".l o ---~--"--"--~- __u__ 'r~ ~--;::-<iJl [L-'-t;:-;;;;;--.,..,,;;-L\-, ::_:: ~ -==---=-=-__ _ _~ .. '.. ...... . ~/~__H_ ._._ FASffNTOPOSTWlrH'ONES/S'BOLT U I ,- J ~j -..- ___.-.-..-n/ --&; ---;;:oo"Ut:RN"~UNOER~ur.__H.~~~__~_=l=_oOl -----oi7ie707 WITH I-J/-I" ao WASHEI1 BEHiND POS~ - "0 - R1:"'SION =.J BY O"1T 7~-'HO{,II>IPOS' _ __~-u~~__ SECTION A-A -~--- -- --- ----- ,.--. NONCI:W5mvcnrm/WlRlCA<<51"""""""BK/IRIC.OOES} ","NCS-;:;;;;~;"U8EPCRNC"OG CITY OF WYLIE, TEXAS SHAlt CONSfST OF T~{)()r MOCF-OJA UUAt 80'" CIJARO SEPARATE CURB AND GUTTER fffMS ZJ] AND 5_8 OF SPECIAL PROVISIONS fCNClWllHlfRl.I/NAlCONND;TORSlCflONSATEACHENO -- --- --,---- ---------- PERMANENf 84RRfCAOES SHAlt 8E UANVrACn.'REV AN{) CONSTfW(;TEO IN ACC{)R(),1NCE WITH T~oor OCTAlt.S, STANDARD CONSTRUCTION DETAILS ~:CNJE5~lO'ENOffiOM()lj1SIlJf.-CURBroouT5iOE S;_l!8~D CURB_ AND .GU.lL~J~ ________..____._ --- TYPICAL PERMANENT BARRlCAQ[;_.DUAIL PAVING / SECTIONS / DETAILS DATE APRIL, 2005 STO 02_R --~,------ ----------" .---",,------- --------~ -----~~-_.. I f ! ! 1-----"--1 I-I I w I 1------"---1 NATIVE: MATE7?IAl. HATM UATE:RIAl COMPACTW IN NATlV[ MATERIAL COUP ACTED IN B - .uu: 8" liFTS TO 95X ~,,- -_. COMPACTED IN lOOSE UFTS TO 9SX STO PROCTOR 8 - LIFTS TO 95% NA rIVE MA TtRIAL / STD. PROCTOR UNOtR PAVING, STD. PROCTOR COMPACTED IN 8" /" UNDER PAVING' 92% ELSEWHERE UNDER PAVING, (4" U1N) LIFTS TO 95%-- 92~ ElSEWHERE 92X HSEWHERc_ STD. PROCTOR NCTCOG IT['M 702.2. 4.7 UNDER PAVING NCTCOG ITEAI 702.2.42- 92X ELSEWHERE CLASS S" CONCRO[---., ClASS ''8. CONCRETE BRICk OR _---1/20.0. CONe. BLOCK ~ . ,.", '-.:... /1/4 OD (J" MIN, GRADE" CRUSHED SlONE-- (NCTCOG In"M 504.211.(0) 5ANO.---- va 0..0. (J. MIN.. SUPPORT 6" MIN IN ROCK) 6- UIN. IN ROCK) -16_ -~1- (NCTCOG m:u 504,2.2.6) CHAOE 4- CRUSHED S1DNE (NCTCOG ITEM 504.2.2.1.{a) UlN MIN CLASS A EMBEDMENT CLASS A-I EMBEDMENT CLASS C EMBEDMENT CONCRETE CRADLE CONCRETE CAP CLASS B+ EMBEDMENT STD. DUCTILE IRON WATER OR SEWER STD PVC WATER STD. R.C.CP. WATER STD. STORM SEWER 1-----"- --1 I-I I w I NOTE: TRENCH WIDTH W~MINIMUM 16" GREATER THAN PIPE O.D. NA rIV[ MATERIAL ,vA rIVE MATERIAL MAXIMUM 36" GREATER THAN PIPE O.D. COMPACTED IN 8" liFTS TO 95%/ COMPAC"O IN / NATM .l<<TERW. 5TD. PROCTOR 8" lifTS TO 95X-' FPI> 25 UNDER PAVlNC, STD. PROCTOR IINIIUIIJn: NOTE: 92.'f ELSEWf{[R[ NCTCOG ITEM 702.2." 2 UNGER PAVING. MoUMJI(4n: PlACE ONE QAr COliN? , ClASS "8" CONCRETE 92Jf ClSEWHER[. - - GRADE 4 CRUSHED STONE )laM; PPf LEN(;1H AT THE Nfa'OINT Bl7'KfN (NCTCOG ITEM 504.211.(0) C'(JAIP!CT[/J W92X 0 ANY THO AWN lM' W~ STTlPlfOCTOI/. ". BRICK OR '/~ 00 CONC. BlOCK- SUPPORT 6" urN CLASS G EMBEDMENT TRENCH WfDTH CLASS H EMBEDMENT SEEPAGE BARRIER/CLAY COLLAR ~ ~-- CONCRETE ENCASEMENT RomV[' EXIST. PIPl --. P.V.C. PIPE ONLY WATER MAINS INSTAll PROP PIPE STD. P.V.C. SEWER [- ] Norts: , PROPOSl7J WAfER PIP( SHAlL Bt DUWlE IRON UNlESS Orl-l[RIf1SE SP[ClflW IN PLANS. AU Fll7lNGS INITlAl CUT FOR INITIAL CUT FOR /MTW. CUT FOR SHAll BE WCT71E IRON (MJ~P[) PIP( INSTAlLATTON PIPE INSTAUA noN PiPE INSTAllATlON M[GAlUC_ 2. PROPOSUJ PIPING & f7TT1NGS ARE EXIST. ASPH. SURFACE IJM)ISTIJNtJB) WATER MAIN LOWERING St1IMETRlC ABOUT CENl['R Of PROP COURSE (ro REJ/AIN) TRfNCH BAlIK SAN. SEW. OR Sf. SHY. PIPE ANO SHAll RETAIN TEST PRESSURES. J All THRUST BLOCKING SHAll BE SU8S/OIARr TO UNIT PRICE ., CROSSING Of SANITARY SEUrR SHALL 8[ IN ACCONOANCE WITH reEO RlVUIRtAft"NTS_ . ~ J /?(I1SE ClASS l:"OIfJEfJUENr .'CH o.VJffi76 HArM" MATERl4l GRADE 4 CRUSHED STONE 2 !?C'tr5C OlNSJTr flfflN 90Z fD 92X.MJr lJNtJ[R!'!lVKNr .'CH OJ""'-"" COUPACTED TV 95X GRADATION , R075, CLASS 8+ OI8EJ)MENT .'CH IO/;I/~ HArM: .w.4TfflfAl STD. PROCTOR. "' ;on.s"::'" " "'~ COftIPACTED TO 95X ~ ~ 511). PROCrrJR" CITY or WYLIE, TEXAS 1-1/2 INCH 0 1 INCH 0-5 CRtJSHEl) 57DNE (NCTCOG CIWJ{ #) 1/2 INCH 40-75 CHUSHED SroNE (NcrcOG CRADE 4) NO.4 90-100 STANDARD CONSTRUCTION DETAILS NO. B 95-100 ASPHALT STREET OR DRIVEWAY REPAIR CONCRETE STREET OR DRIVEWAY REPAIR TYPICAL EMBEDMENTS S><U' DATE, APRIL, 2005 5TD-21 R CJIAIIC/M)GRIf)IKJTDfPff() G4lNWlW STEll P!AW NSTIlL -JIIN. SlOPE 1/#/17. Y AT 5aJf'JlX c:RrJSSNl FlVIIE """""""'^' t my ~ 5""" ,.,."'" FIiRIURf]) ~Ff COUPN;1(l) fARTH OR ROCK BltCKFU -W- SECTION A-A SECTION B-B NO.'8ARS ISOMETRIC VIEW SECTION VIEW T8"O,CE.1r. ~B SILT FENCE DETAIL NO.'8ARS urn PfA7TnlAlFcotIFR " f2"O.C.E.W. PlATF'fJW:ICNF!iSSHAl.l"'/6~ lMSE ON '00 P.$.I 1M LOW AID M4x. =:~=:;FS:: ~~~. ''''E'' BOLlS SHAll. BE 1/2-m. RECESSElJ TV I) K txWTffACTOR SHAU NSPCCT SIlT FENCE m71tY flUSH wmt 7r)P OF flA'ff NiD SPACED NKJ N1ER WJOR RAIl E.VENTS ro lN5I.IRE THAT THE' A MUWW or 12" ON CENTf/IS. 1/2" tfl1tl" 1$ FfMCf10NNC FffOPERtY AND ItWNTAJN Ii A DA SllF-tJIfUMti ANCHCJHS SHAlL tIC ~Wf7HN(;rr:oGf7DI20'. USED AND SPActrJ THE S4ME Stk'IFACC .... OF PLA7C SHfll BE A N(JN-S1(1() M41l1i14L 6" Wi. 1rP OF ~~S;::~~f::lM.r 57tJN< EACH smc lIP ro 0NE-7MRO THE HDCHT OF THE FENCE ABI?I'E OF SU fENCE """" .J} TIE CONTRACTC1R ~ NSPCCT nE B4SC OF THE FENCe m ENSVRE 1H4r NO G4PS N4.-r <<nla<'EZl AND Rr-TROt'CHAS~ f) f1E 1XWT1fAC1OR SHAlL NSPn:T FENCE POStS TlJ PLAN tNSIME 1H4r THEY JM PROPERlY SUPPORTPKi THE STONE OVERFLOW STRUCTURE FVa. ,. ~ f1IC CON11<<Cf'OR SHALL RESET ANtI NJO FOS7< REINFORCED CONCRETE FLUME WITH CURBS LOCAT1ON AS CALLOJ ftJH IN PlANS ~FASR1CISRFPm ~OR 1m T1E CONT1W:TOR SHNJ. RUf.ACE fT IN AlXOMWt(l" ftffH T1E ~ S1"fa17CA11ONS AND DCTNLS. ~ OF f1E SIlT fENCE SfW.l BE AT THE CONmltC1r)ffS 0Mi EXI'fNSC) .) EROSION CONTROL 2.00x ()If _mr .]'-0" "-6" f' 6- """. , DMRSXJN ~__ MENf G1W:J€ DtaEDS 2.00x ..t. C()NS1RUCTlON NOTES: SECTION A-A ,) THE ENf1WICC SHAll. tIC M4IfflWED TO PRn9IT ~t= '- TRACKH; OF SED/IIEJfT 0Nr0 PIB.JC RtGHT-or-~r. THIS """". M4Y RCOIJIf( {)f{(SSIN(; WITH AlXKTKJNAI. mJNE AND I. All. IfSI<<E SURFACCS SIWJ. BE A TROt+fl. f1MSH. ~"- ~ RE1W1f Mll;tW ClDtNOUT OF NtY ~ USE1J 11' 2. v.," CH4I/FER I/EOUREO ON ALL (X)RNERS. ) I ( -84RR!"i1 .... - PROP. "-elK R.tAIC 2) WHEN ~ MoRIS SH4I.1. BE aEANElJ ro (ClASS ~"CtVlC, .](}(}O p.5.l) MJTE: ____ ___ T rocc} RiJIICM'" 5ED/IIOITPRIOR ro omwa IflD 1't.fJUC NO. .J B4HS " fr O.CE.1r. =.........""""'" SPa." I!~y..mr"''''''' RIGHT-OF-WAY. IIKSM'tC SHALL BE DONC ON Ni M'f"A NO. .]!MRS " 18- O.CE.1f'. STM1IlJZtD W!nI CRUSHED sn:M" MICH DRANS fNTrJ Ni :::: :=:rilE ' ( ; I rw.ms F NEcr5SAKY ~ SHWENT CCJNTR(}IJ}M; SI7iU:1U9E USE S4AO REINFORCED CONCRETE FLUME WITHOUT CURBS ::~= J t I~ ! J:i\1 84GS; QfAIfL IitMofDS Off 0TN0i ~ METHOOS ro PRn'ENrstD/JlENTI1lOMENflRtNCANtSTOfNtvW( -- - .r,J~."I>' I orrr:H OR WAIlR WLII"5l: , ['" \ "ilnicl, , .J)AUSEDIItIElff~~~OIf1R4Cl'll1J ...... 'liIWII...... 0Nn) PUBUC RIGHT-oF-WAY MllSr 8C RO/OVElJ IJ/'.&6.)I4fRY. -I : ,......""""'_... ) 1<1.'1 - 'S(MOr.OMnEJ/2011. ,'MUK.<) '., I~! ~ ~ I ~l 'I if -" \. J' --..;v I .1 ~ .000 ~"TR.o.N(;[ CO"STRVCl1ll1'l "01"ES I ~ Ii ,I' '" I<f:VlSlON CITY OF WYLIE, TEXAS ~, 'I "'. ~--I\.. I rACE OF ctJRB STANDARD CONSTRUCTION DETAILS .ELAI'j CONSTRUCTION ENTRANCE ROAD PAVING / DETAILS / EROSION FOR EROSION CONTROL ~" "'scou: DATE: APRil, 2005 STD-Q7 _R i '0'-0" .0-0" ~ DOWNSTREAM UPSTf,'tAM ~-_. __ I~-~ 10'-0" I ':/:is SHAll CONNfcr TO THE ENDS OR SIOE5 OF WUfS coNNrrnoN SHALl ~ _ NOT Bf UADE AT CQRNlR '? OR 80170"'- , " A A ~ ~ FAC[ OF UPANSION- . ~/;": ;~~%ff f/::::'noN5. - CVR8 JOINT ~ L WARP PlMT. SURF.4C[ __~_~ .i. ~RJj:&.LfD TO A 5MOOm --~-----------_.- ---- "" i' I """,",'OFHI"'- m <> 'oex""'PAYl,"E '''-. "" SECTION D-D - STANDARD AND RECESSED INLETS PLAN - STANDARD INLET UPANS/ON'-/ ~__":::,.EXPANSION J"'N' PLAN _ RECESSED INLET JOW' 4. 6. 8 AND 10 FOOT INLETS 8M0 1___ -fWiViiJl:o~f~m CU~l'.' oJ;' ~ J''---j---'","B1;OHf~H' WR8---1 ..... "REINFORCING STEEL SCHEDULE , 'l" -r - - ~ B ~ - DIMENSIONS SHOWN ARE FOR MAX/MUM SIZE INlETS ;. ~ .fWL.A .eAB.....f l~~ ~ ,J:RIN. R':!/;V ABA/? DlU;NSlONS C ~ ._'. ,,<\.' ., .' .._,..,.,..'....,..':_ "B4RS _~ _,1,_ 4; ~ ~ :'~:O'. 0'-,)" "PE "'>BE P/ACED HI PLAN _ STANDARD INLET ~ ~ C . ""-8' 0'" ANY WAll, BUT SHAll NOT 0 4 5 -t' 8" ENTV? ,ANr CORNER OR A' . BOTTOII. -- r ., I J-2 ~ 8 ~ ~ B ------, B G ] .s ;'--0' r'-J" I /f .J 6 ~ ~ N J .J f-2" J' 2" J'-2" 5 A J 9 J'-2" o'r ! '>< B J I "'-10. SECTION A-A-RECESSED AND STANDARD INLETS ~_ ~ ~ ; '; ::~: 0-" 10' BEND TO AHOW F 4 I .)'-2" 4. 6. 8. AND 10 FOOT INLETS ~ .6AIL.J ~1~'NI%f~,Yl;E C J 5 2' 0.- /'-.!" H J 9 "-J '/4" A N J J J' 2- Y-Y J'-2" " -lJ ~~B 8 A J 12 ).'2"" 0'-) _!....::.~ 1-'/2" J ,; I/r 8 4 I 6 -10. ,- IJ/4~ 4 ~ C 4 15 8' 6- 0-"" :; '/2" 0 .. :; 4'.8" " r .. ,)'-;" BARS A AT 12 OC .BM..Jj C J :; 2'-0' ,'-]" NOTE UANf/OlE CO'lfR ro INClUOf: _A~ II }{ J 12 8<1RS C lOCKING (){YIC[ N J J )'-;" Y..2" Y-;" " SHOWN LJ CAR " .. , """ C PLAN OF COVER ~ '0 , J TJ J-2 O-J AS 5/fIJltN A 8 J 2 IF-Ia" - r C C .. 16 10'-8" 0'-6" - ~ ~~,!;r'Hp%l . ~_JB'!L____.~ 8 -~ ~ : ; I~:-~"" roRUW PLASTIC ~ ~l" _ 13/16' 1 ~ .BAR...l G J :; 2"-0.. 1'-]" - ~~~ [00. '" NOT[ FOR ADOlnONA' INFORM AnON SEE SECTION c-c ~ ~ ~1''lWt t t H J " SECTION C-C ~g-c~EX SECTION E-E ~ ,,_ ____ _~ c~' _'_ : ; : ;-:: 3-2' 3-2' 1/2" VII" ~B ;:S~~ o:c::: (gf uft'tftSIONS ~ Jl8!LM 1_ BAR DIAGRAMS NOTl"S: '.... 1. TIE n..OOR OF 11/E E)'C.4~TOV roll NUT BOX wsr RitMDE A F7RtI. lllfi lIED f'OR THC EM.Sl" SECT10N ro --- -~----~ ~------ -- RfST vPON. __ " It R[V1S[ I'lLEl OEP/l1. AOOEXPIINSlCW'l_ ./Of'll 2 A IIINIMlN or 6/NCHCS OF ," Ol4IUlR~) I1OQ( OR Gl'M1ofl SHAlL BCtJ5E1J TrJ f'l'lm4,Ii!' 1HF lJEDDIN(; he t:-:= ..0 -"-~- ;;:V1S'OI< ------ ----,---- ~W~~::='s:.,""l:ff_ff,J__=~~~~~~ &I ,,,i 1/2" CITY OF WYLIE TEXAS OHY. "l' .., , ), AFTER rASING HAS /JllN INSrN.J.lD ON M I'R'DFCR ~ T1E lMC1nl. ""'1l1i'Ml. WHICH is fflfC ROWWG ~~::,,~~~4:ns~~TH::W/~,::c;::::==~ SlKUO B4Rl AT STANDARD CONSTRUCTION DETAILS BE A nPE SUfTNJlr ro otJTAIN THe {}(NSfTY RrrJtJfREIIfNTS roR T1E SP(C:I1C JOt/. 12" o.c SECTION OF FRAME AND COVER SECTION A-A STORM SEWER I INLET B-B INLET FRAME AND COVER ~'H Be a Wo'\'S aMR ~,. f1WIE '" (II EOlW. DATE: APRil. 2005 STD~09_R B~I A ~I " J'--{I" ,. " J'.O" '" ".... I.~~. <'..I'L....". 'G1 ~H ,;,- ,'_,' "-6.' ../ ' ... ~ &WS:,-- . I I -BARS ;.to 1f)P fZlY. 1.S2.4J 4' O' BARS ;4 --...... l:'ft" ~ t1ARS ';4' .' ' ,'.,' ,,-,., ""O'fOU/" FIlE /I(J//)(/) .... "- I .-l----..... ,. i -~ T ..~ J"'~ A'" C-C 84RS ~~ (WfS ~. -:L BMS.:lIo - -'.4" 0PANS10N JCINT 8ETfIIDI ~~.2 - . Itc-- -BARS '21'" - _____ ~ BARS'" ~ ~ AT 6 C - c... /........ AN() CONCR<TE or' "~. ~', .y8)1 AT 12" c-c -,4~- PA\of18ITANOSEALIffflI - I - I . 1/ I ~l HOTPOlA<EDIifAJIBER. . cr:wsr..KJfNr I --CONSr..,kJINT , ......~_______' ! I "/:1:--..' I >-F>'-J"'~ .. I: ''1 - - I /; ::-<',1 SPACED AS SH:JWN BARS ~ ~'; ..;;1., lMRS 'to .1 6A/ISr--~~ 84N.S"'t"" .......~.-J',4')l1 "i' ..< II I ,\ ~ - ~AS . - ",,'c.c ~ '-;':2"C-C -.. 'l. II . II Y -+ ~ 5H(M( W'i ~"/1 -1-......" J " I" \ 'Ivl """'..... IXMR 5HAU BE I I 2" \ ..r ~ .v>~ A" C-C ~ L ,j" \j B<SS.HA"''''nE11NNO. II m "' I ~ - 1\ -, -..... r ; _ ~V-_----1' <<XJ-:UOfl~ANDSlW..l #-0 I/fN. \IlV/ rr; <::l .1Ar"'AT"C-C :.. ~ - ~f"s.f:r~~~ I I '.\ I,' , BARS 1:" &iZZZZ ~~ 0 -----. ...., .v>~1DIf cuss.., "'" '"'" '. ..t<.. --W-- - .v>~ A' ,,' C--<; \ ~~ } ~(i/ .j; SPACEDAS5H(M( ..- ~.j g--- ;! . I. I J,I L -< hY' ....,~;/ . ~ II ~ 1\ yf ~ .-;;: --1""'''''''''''''' TOP PLAN .... ~./ \...... ". .' 14.... ". ILI,(, 1 \. t I ~ TYPE A & TYPE 8 ~"AT " c-c I J;'a'')lI AT ,2" c-c - WIDTH .'-0" NlN. . f ,. ...5:'. - -/.: d STORM SEWER MANHOLE B ~ .'Io':::'~ 6DS~. .... ~J'I ~m.r.'c''''~ ....A'~;2~t'!~ '----....~. ~ ~ A ~ TYPE B STORM SEWER MANHOLE llEYM!llli ~ MAlt PIPE SIZE 78' STORM SEWER TYPE A MANHOLE ,'--{I" ~~IMET"':" MAX. PIPE SIZE .30" 6"' 2'-0" 2' O. I 6" ,t, NO. 4 /WfS. /H.t)o5' NO. 1~ EQUAl) I I I ,,' o,c.E.W (nP.) '\\ - . '::f---- ~-~-7f . f.l;t .':"{ ! "'h.<<>flAU.:....., I W I "'/ --L.... "'.j L tjFllOP. 'f..RC.P. I. ~" . I, bY & ~ 6" CtJIIPACTED/ I "'" ': LI =---.l.. r~' J ~ J YI,i '\~ ~ ~ ';< i: '-" ';1.~m~).. ""j " .>:::1' ~ ~\ IT ' .' t FIIOP..' " R,CP' NO.~MfS JI - snJRlIscw. 0---. ~~" ~ I .~::;;:' r i ~~ ~.m.. ". () --C. ~~ _O'"",~L, -.J"~ .f---- JL~~~ . ,'~ m:t"..ft.c.P./ :::::::--:'lll~ r IIMfi(.1"IIN.) "" '-~4lW'lS.' . aUflI'TP1PC ~4 -. - I' -e-RM"/.NC BEJffBARS -Sf7WGHTBARS U"O.CCW. (T'tP.) 1."1 ~~-~~ & SECTION A-A j.!:.j ===~~ ~ SECTION A A AItl".R.c.P. SECTI~::B Rt:' ...\ '..\ t9kl.\ IA 'T , __~________ ...., t '\1 ,I < STANDARD DROP INLET . ~f..-- I ~ NO.4twrS -- ',:- r----~-, .~ ~ A J (F==t r-' A AS5H(M(-~' ~~ ~ . .1 ,,,,ueP. . ~ B~ --:::- I '--. - '" I I, ~ ( ",,,,,,ii';- ~ . 1 '= - ...... 'I I ~ \:::..=,= =t ~~ I I c...'...~ 7 I,. i J . f .0', I ' ,~ '" I't-------------;-?- &, '-CC.f--L I "I SL '2" /2' .... '--. '~I I \, !4I1FRCIlESHTDBC ~\ .EJ.M:! B-1 -LIJ-- _ARO<NOJOfN' ~ ,L_____.J , SLOPED CONCRETE HEADWALL 0-- ~' ,- r ~ =j ." L,I . ,-I ( t ' ! ....._L__ - ..J)I .' 'I II, l~ \ =..:::'. "'.~~~"",.w,,~,_~ - I ~ I ,,~""'- ~__ ---I-~"...l --;;i;c t- ""00 -~-"^" ~II JJ7,.,/l.... STANDARD DROP INLET APRON CITY OF WYLIE, TEXAS STANDARD CONSTRUCTION DETAILS DETAIL OF CONCRETE COLLAR FOR R.C.P. OR R.C.A.P. CONNECTIONS STORM SEWER / INLET / DETAILS INSIDE JOINT SHAll. BE CONCRETE MORTAR I SHEET DATE: APRIL, 2005 STD-l' R NOT 704E~~~____"'1 - CROUND LINE {"~-' FlPT./.fIJElIERORISCN./JARfrII !.Iflff( S[TT[R W/ IlU.n Pf/ROI'OSC EM) CONNfC7OR5 ,," 577WGHf BRASS ~;I PRE55/J/i( RflJOCfMJ VAlI-f (IF NffOEO) ARE HY()RA.Nf NOTES SER\.1CC CONNEr7l0N NOTES I iN (;ENERAL All f7ffE HrDRAN7S ~l CONFORM TO Ail METER Ba/(ES SHAll. BE SERiES NO. b:. GROUNO LINE OFW-/8F WITH OFW Pl.A571C LOCKING liD W/71-I AIJ'WA srANOAROS sPEClFlCAllONS FOR AR! H"f1)R'AN7S SPRING lQ4f)fll BRASS LOCKS AND If. DEPTH PlASTIC PIT FOR QROINARY w..lTER WOR~ SClMCE nm WATER ANO DOVBLE STRAP WITH CAST IRON R1NC AS UAMJFACfUREO BY OFW PlA5llC5, INC. SANITARY Sllf'f7? /UPI?01IOIfN7S. nRE H'ltJRANTS T'r'Pt )'" CoPPER BRONZt SEfMCE 8f[JnJRO, TK. OR APPROVED EOVAl SHAll HAVE" A 3-1/4" MfMMW VAlltf OPENING ANO SERlflCE PIPE SAOOI.! WITH 2 OOUBLE STfW> BRONZE T.l.PPING SAOOl E WITH A lJARRtt APF'Rr))(fMATEl.Y l' INSDE OfAMutR. ~~fP .c---'----IliRfM5 MIN. 1 CUBIC frET OF ALL HtVRAN7S SHAll BE EOVIPPED WITH A /1REAKAtrAY (61<3/4" C.C. THREADS) REOUIRaJ TVR lfIASI-IED CRA\lfl Fill FUNCE NOZM SE'Cnat /JPPlTi AN/) l(Jlt[N SfN{f} PIP{5 , WCH , '^<H CONNECT1ON. r AND H'f1JIW'I7 BASE SHAU BE O/JC77/.E IROH. THE I/PPfI? I 1/2 INCH f 1/2 INCH fW?REl MV~ GROlJM)SHAJ.I8EfN fll(]SCCr/ONS TO 2 weH 2 '^<H .J UtJEl.lEH BR4SS. FORO BRASS. OR A5 CLASS 71" CONe THRUST Al.IOW roR mY 0ISASSEM8t.y. All HroRANTS SH4ll 8E APPROVED BY THE CITY. BlOCK (POIJI?E{) IN PLACE). APPROVEO BY T1-IE CITY , WAlCH SERVICES SHAlL NOr Bt. CONNECTED ,US' "'H 8weK 0'" HOtC~__ 2 CI.W?O POSTS SHAll BE 6 iF OF 6~ DIA. STEEl PIP[ ro FIRE HrDRANT lINES (.J' ADOI<'[ .t BElOW GROVNO llya). POST SJ{.".LL BE 5 ~NTFORSVMC!lJNfSHAlLBf6"Si4I\(lAll [NCA5[[J IN f6" D<< CONe. Pf[fI TO A DEPTH OF fJ" AROUNllOFNAT1JfW. CRAlfl !If:fW{;IT(IJ'0'21' roOK! POST BOTTOM. R[INF. CONe. PI[R WITH 2 NO. 6 '. ~ BARS (/F lONG) f1-IR(j POST INro PlUt POST ABOIIl GROUND LElfl SH#ll BE PAlNTUl Al..UUlNIJM WITH ~;;r?J5Rl~g~' ~JcE: ~ 2-2 INCH BANOS OF RUl ,IN{} WHfT[ R[n[CTM TAP[. 2' o. J lKJNNfT COlc.w ~ = MlT AllOItW TYPICAL SERVICE CONNECTION WITH METER BOX ,. /CJT.41lOWfl) ,. 8W( ,,' CNffN 12"Ofr IARG{R "'lOW 6. DIA. CONe nllED ~ All HWIWfTS SHAll BE INSTAJ.LEO W/l}{ A 2'1' X 2" SOi),lRE REINFORCED CONCR[TE: PAD AND FIRE Hrf}RANTS FlRr tANE-~ I-'-'t'.'~ - ':1'':",':['J/' .(00 SHAll BE: WA/fROUS. AVK OR .l.PPR(}II(() EOUAl o "_'_~. I " t~ A/)Ap/V? -1 WAffli' UAIN ~ NCrcoc ClASS -0. -EtJ---I --- MJ x FlC rrr (2.000 P.S.l) CONCRETE OUANTTflES AT EACH I " AIJ IfrtJR4NT nc. zllJ. LOCAT7ON AS DESICNATEO .' , ..". ON THE PlANS 0 0 TYPICAL FIRE HYDRANT INSTALLATION " .._~.- ;Y' MJxnC.T[E__ , I.I.J VAlltf'l ~ - \'J '0' BeND All nmNCS ~ll INCLlJOE UEGAlUG '---I.l.J HYDRANT CONNECTORS UJ H'r1)RANT ..-l't>ll"' 't;~ UJ Ta - '-UJ. HYDRANT JCH aJ/ltV01 .':T~' · JCH - 06/28/06 XH -,0/'21/05 -- t ~~.., REVISION " "IT .II.!. VAlvt, ' WATER MAIN . CITY OF WYLIE, TEXAS M.!xFlG ~ ~- 'JWBeNO '" ~'JN"'''''' STANDARD CONSTRUCTION DETAILS U J HrORANT WATER ~"~r' TYPICAL FIRE HYDRANT INSTAllATION PLANS DATE: APRIL2DD5 Sffi-1CR 8' ~ 24' DIA. PRECAST NONOUTHIC CONCRETE PAVEI.l[NT AROUND t,l.ol.NHOLE SMlE WCKN[SS fflNFORCfD CONCRETe eRA[}[ CAST IPON I.IANHOl.[ F1?AME ANO COVER AS SfREET ","OCKQUTS SHALL BE l,lININUIJ 12" fHlCK (SEE DETAIL THIS SHEEI) 6" DOCIL( IRON PPE(COJl-ToIR [Pon PAINT} RINGS (SF:7 IN MORTAR Beo SUlfABlE FOR /f&4W Tli'NTlC (Sf(" OCTAII.) WITH 125 PSI ,Le.. 5.S. IJ'XTS AN{) BRING 10 GIWX AND s-s. Oll P,V,C. INSECT SCREEN RINGS /2' MAXI/JUl/) UORTAR COATlNe fURNISH AN() INSTil.l1 INTERNAl CHlAJNEY SOL UANHOl.E CONE NOrc. CONCENTlfIC IIANHO(f CONE. c., FOR M/lMlOl.ES '!;"TI-/ D/AI.JE:TER I..ARGER ....,.,.--fJ. Lr. (SEE CONE mANSlncw. OtrA/0 : ~~e~pn:r~/~o~:~~-~T / / T\ ~ fOR UlRGER THAN 48 0/4,) -. )I 5 1M CF8 SHAll Bt INSTAlU(). / I J I,. REMOVE RING, COVER do 9OnOl.l ~LAHCE flS[T . -1-- - caNt; BACKfIU. IN (1" J/." IN CONCRETE wi loose LifTS wtffl TOP SOIL lHREAOfO COttlEcnON (90X 510. PRtX{OR) USE O-RIN(; RI/8BCR (;4SK!7S AND - f;:J PLACE SOUD 50D IN ,;;(~~rcMJfur~:'.J:~"(-~ftc:POUNO' VA IF:S ~ ~r'(60:c~~ ~_ ~ OlSTtlR8W AREA MMl-lOLE IItG-iAN/CAt! Y C()I.IPAClfO Y TO 90X 5TD. PROCrvR. NCrcOG IrrlJ 702.2.#,2 ClASS tr. PR[CA5T MANHOlE RISER SHAa BE .......---- (2000 P.5.I.) CONCRETr IN ACCOROANC[ WITH .1..5-'1.1. C-478 12" A80~ HICHEST - BOrTOAI SIT110N OF UANHOI.E IN TOf' or PIPE BASE RISER MTH WTT [NO" 6" RISER PIPE lENCTHS OF ONE (1). ;R1AZ ':i~;~: fJ'k:~LAl IIIN /--:OsW g: I11;'Rff t~ ~~11f. CONE TOP MANHOI F VENT 3 NON-SHRINK. lEYfl. CROUT. srveour ro Sf RTTf() W/ SroPPER OR CAP . ... . NO SOU srveours SHAll BE A UfN. or 5' lONG . ~. . ~ (rrP.) w/ CONCfff7t CRADlE UNOER ENI7Rf. ...~<' '<> ~ UNGl1i :.-"'" .- COVPUNG~", 0-''''" RUBBER MANHOLE ABANDONMENT '" m> OR "-i CA5K[T JflrH P.V.C. Pff'[ (KOR-N-SfAL) . .. ... OUTSIDE PAVEMENT AREA sPWF1[D -:z OR APPROVEO [QUAL , ,. , ~ ~ lr NCrcOC GRADE: ~ CRUSHfO ':. -'. ....: STONE ~T TV BE LAIO ON RRU-..., 0000"" 0 " 0 " " 0 " "0,,",,0,,0,, 0"" 6OI!OW flANGE IWS(T i MATERIAL OR ROCK fT)UN()AT1ON ..... 0,,0""""""0"" ........"..".." ,,".."..",,",,".,: All ~SES FOR PIPES OvrR 2~ DI<!.. SHAlt "BE CAST IN PlACE r 3/4 ~ CO~REI( wi - 0.,0,,".." """0 ,,0,,0""0"" ,," 0"......"",, OR AS NECESSARY TV PROlIrD[ AT lE4ST /8 14'lf)( SOlID WAll IHRUDfJ) CONNECTION ~ IN BETWEEN PENETWA110NS lJUE TO omrrflON ANGLE A AHO COVER PlATE Pf~~,g ~~~~~ 'MTH V~" X 4" PRECAST CONCRETE MANHOLE i!:lfJs~ ' ,:&TF".Jow~ IN PRECAST ItIANHO(E SHAlL 80llS FlAT TOP N~:'~OI F: VENT Sf SEALED ON OU~1[)t OF MANHOLE WITH AO/1l4CARD SHRINK SEAL 6-va"1J\A CORES/' ASSHQ\II'N " -- ~~ t(41':2~t~~E~OTS g:~~HT I" lElITRS. RNSEO 1/4 --- ROO EN;H f~~t::;K ~5" BEND I J/4" ~~RE~ 6" MfN______ ~ ~"MfN ~ ~ CLASS ,"_ ~ CONG?[7f' --... 6. !.fIN . go' lONG ( NCTCOG IIF/J 70?1~? (0) CLASS F t--- ---, -~-~-1 RADiUS BENO I ~~~~T[ ~SE U"NCrcOCGRA{J[fCRUSHED .'. ., '. ". ~~ srONE MAr TO Of LAID ON FIRM "..~~. ".~ ~ ';0"";" ,,".. ".~"" ----? UATlRIAl. OR ROCK FOUNOAflON ---....... "..",,",,",,",,"..",,"0",,",,",,0.."..",,",,",,",,"0 '" . ",,",,0,,0,,",,",,",,",,0,,",,",,".,",,",,"""""""0 -----.::: ld I,d 1 ,- ADO OVlSfOt DROP UANHf)tE-- -- J C.H. 10/10/06 S'I>" OUTSIDE DROP CONCRETE MANHOLE '0 ~-""900- " -",,-- ._... CITY OF WYLIE, TEXAS l~=~n '"_- ~ STANDARD CONSTRUCTION DETAILS MANHOLE RI G AND COVER SECTION A-A SANITARY SEWER / MANHOLES Wlm LOCKING IJE'IICE .t PICK SLOTS ::Jl,:~="::i-,. PRESSURE TYPE MANHOLE FRAME AND COVER DAlEo ""RIL. 2005 STO-1U tKlNTIWfICBEoIJIING....IrHHOlES:JOO-24 ~ CS~S Media, Inc. a['=)e ~'armer~biCle ~imeg • Murphy Monitor • The Princeton Herald • The Sachse News • THEWYLIENEWS STATE OF TEXAS C , COUNTY OF COLLIN ~b~ Before me, the undersigned authority, on this day personally appeared Chad Engbrock, publisher oF The Wylie News, a newspaper regularly published in Collin County, Texas and having general circulation in Collin County, Texas, who being by me duly sworn, deposed and says that the foregoing attached City of Wylie - Ordinance No. 2007-31, 2007-32 and 2007-33 was published in said newspaper on the following dates, to-wit: October 3, 2007. Chad Engbrock, Publisher r~ ~ ~ Subscribed and sworn before me on this, the day of , 2007 to certify which witness my hand and seal of office. ;,'pYp~g~i~ MARY SWANK (.~J ~ iX~ Notary Public, State of Texas „ My Commission Expires otary ublic in and for SePtember 22, 2010 e State of Texas My commission expires r ~ ~ ~ Murphy/Sachse/Wylie Office • I 10 N. Ballard • P.O. Box 369 • Wylie, TX 75098 • 972-442-5515 • fax 972-442-4318 FarmersvillelPrinceton Office • 101 S. Main • P.O. Box 512 • Fumersville, TX 75442 • 972-784-6397 • fa~c 972-782-7Q23 ORDINANCE NO. 2007-32 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS AMENDING WYLIE ORDINANCE NO. 2002-05; AMEND- ING ENGINEERING STANDARD CON- STRUCTION DETAILS, PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; AND PRO- VIDING FOR AN EFFECTIVE D~TE OF THIS ORDINANCE.