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PLIRR2019-1243
'APR 3 2019 T� E Issue Date: ' 6 ' " ' CITY OF GRAPEVINE (CIRCLE ONE) MECHANICAL - ELECTRICAL - PLUMBING - IRRIGATION - FUEL GAS PERMIT APPLICATION (PLEASE PRINT LEGIBLY-COMPLETE ENTIRE FORM PERMIT# /G1 BLDG.PERMIT# DATE: JOB ADDRESS DESCRIPTION OF WORK: PROPERTY OWNS /� CONTRACTING CO —m`�-1 � y, �_ y ADDRESS: ALvrc[5 � CITY/STATE/ZIP: CITY/STATE/ZIP: PHONE NUMBER: PHONE NUMBER:., y1e3 . TYPE OF OCCUPANCY BUILDING AREA SQ FT PERMIT FEES AMOUNT DUE EACH TRADE I. R-3 1 - 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ 49.88 TOWNHOUSE, 1,200- 1,500 $ 63.18 NEW CONSTRUCTION & 1,501 - 1,750 $ 76.48 ADDITIONS(PER UNIT) 1,751 - 2,000 $ 83.13 2,001 - 2,250 $ 89.78 TOTAL SQ. FOOT UNDER 2,251 - 3,000 $ 96.43 ROOF 3,001 - 3,500 $ 103.08 3,501 - 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE II. A, E, 1, R-1 1 - 500 $ 37.00 HOTELS, APARTMENTS, 501 -100,000 $ 17.50+.035 PER DRINKING/DINING, 100,001 -500,000 $ 3,500.00+.03 SQUARE EDUCATIONAL,ASSEMBLY, 500,001 + $15,000.00+.02 FOOT $ INSTITUTIONAL EACH TRADE III. B, F, H, M, S, U OFFICE, RETAIL, WHOLESALE, 1 - 500 $ 37.00 GARAGES, FACTORIES, 501 - 50,000 $ 32.00+ .01 PER WORKSHOPS, SERVICE 50,001- 100,000 $ 182.00+ .007 SQUARE STATIONS, WAREHOUSE 100,001+ $ 582.00+ .003 f FOOT CONTRACT EACH TRADE IV. ANY OCCUPANCY GROUP VALUATION OF WORK FINISH-OUTS, SHELL COMPLETIONS, 0- 500 $ 37.00 ALTERATIONS OR 501- 1,500 $ 45.00 STAND ALONE PERMITS 1,501- 3,000 $ 57.00 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 $ 27.00+ .009 50,001-100,000 $ 127.00+ .007 PER $ 100,001-500,000 $ 327.00+ .005 DOLLAR $ 500,001+ $ 1,327.00+ .003 IVALUATION V. MI�NF� EACH TRADE IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 C.JX TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 $ C:\Users\sbatte\AppOata\Local\Microsofi\Windows\Temporary Intemet Files\Content Outlook\G80E6GQRMEP APPLICATION 4-11.doc PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. OTHER INSPECTIONS AND FEES: • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS(2HR MINIMUM)... ........... .......$42.00/HOUR' • REINSPECTION FEES........................................_......................................_............._...... .......... $42,00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED................_..._._................................. $37,00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED(1/2 HOUR MINIMUM),..... .....$42,00/HOUR • ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES,ADDITIONS, OR REVISIONS TO APPROVEDPLANS............__......................._........_......................................_.. .........................$42.00/HOUR • BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25%OF THE FEES ESTABLISHED IN THIS TABLE • FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH.........ACTUAL COSTS** I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW RE , RDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VER F CATION ZENRY CODE COMPLIANCE SHALL BE SU MITTED TO THE CITY UPON REQUEST. J �Y� SIGN ; OF CONTJA OR OR AUTHORIZED AGENT PRINTED NAME (OR OMEOWNER FOR HOMEOWNERSPERMITS) �j � j PHONE#: �� 5 ��'� �s� C� EMAIL: f�CJqL._J CQ/C�UvC *OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. **ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS, Development Services Department,Building Inspections The City of Grapevine*P.O.Box 95104 *Grapevine,Texas 76099 *(817)410-3165 Fax(817)410-3012 *www.grapevinetexas.gov C:;Users\sbatte\AppData\Local\Microsoft\Windows\Temporary Internet Files\ContenL0uUook\GBOE6GQF\MEP APPLICATION 4-11.doc 7HG I9-1z)GrA-r\v n! 1AJ0t2\4 15 Lc7cA- G-b ET-M+ Z .y W IyH)rJ PU13LIc 21C�H1 CJ� LJF�1 ?h\L nCRP�11 1S SS T1�2UU1-rH f3U1LDln1 CITY OF CQNSINE 1\�15p�cDEP �S2rMEN-r� Ho1zE\jCf2 , 1HE CITY OF GRAPEVINE RELEASED FOR CONST pltarls ATZL- C2>=V1 [ WED �r►� f�Q912vYC r) v3,i 1P V SL\C- W�\<s t) IZ::IM - � r GREEN RIBBON PROJECT SHEET: O A D FIELD \�1SPE� TIt71�) WILL f3L 1� EStF�tZtI - y SHE RELEASE DOES NOT AUT IZE eIN � CD CONFLICT WITH THE BUILDIN EORZCE. P ) LIG WOR\<S 17�P �CZtM �5.1� ( $ 1'f- LAID - 3 136� • S TON -- IM � N � �E- -- ---�kir�J08-SJ TALL -- ------------------------- ---------- �_T s . 's s 0 El DATE: 11 ' \ ) OBY: Ex E O AN RO ER'A' WO-WIRE PATH UTF TO THIS POINT FOR FUTURE USE RELEASE DOES NOT APPLY TO CONSTRUCTION IN GRAPEVINE MILLS PKWY EASEMENTS OR PUBLIC RIGHT P WAY. ALL CHANGES MUST BE APPROVED � CONTRACTOR SHALL CALL FOR P LF�N S ARE �1P�RaJ C 13^1 PA U L L.E C m INSPECTIONS: ALL CHANGES REQUIRE (817) 410-3010 APPROVAL FM2499 J •-��,._.�.,�.r.,.,°°��'�'�`�`�� OF REVISED PLANS = CONTRACTOR REGISTRATION U WILL BE REVOKED UPON ~ 6° APPROVED PLANS SHALL BE Q PERMIT EXPIRATION. j/ KEPT ON JOBSITE AT ALLTIMES I" Is Is Ia s A B C D GRAPEVINE MILLS PKWY \ \\ \ '• i/ L�j y 'd n\ a'\ / °i/ b% ./ / - L vv�:. w�`vvv� A.v_�i E NO CONTROLLER'B'TWO-WIRE PATH BorsE FOR(I)4"scH eo�l I I gpRE FOR(I)4"sCM BO 3 TO THIS POINT FOR FUTURE 115E I„ SLEEVE(36 LF.) 3 I 4 II Is Irrigation system design and installation shall comply with all State and local laws an but not limited ❑w\VwV�\y�V\���c v� Vv Ate.�� AvA�- �>.yv v V' ,v v.: vvvv y 2 HWY 2499 FROM SH 26 o e p umbing and residential codes ado by the ------ " `�� — _ vv�' `` TO DENTON CREEK S City of Grapevine, HB 1658passed by the State exas, o ---____ _ -- Cam landsca rr oflon�Drss by y LANDSCAPE ENHANCEMENTS CommissIo a any subsequ amendments to these laws rule rkkrkwkkk*. RAIN AND FREEZE's�somare required. Backfl IRRIGATION PLAN prevention devices shall be tested by an approved a nc , '< on forms provided by the city. Completed forms verifying AREA'A' proper operation of device shall be returned to the city. STA.0+00 TO STA.5+16 h k***k***k* % F i�AR yre fo obtain anal Inspection of Irrigation system shall Texas Deponmen/ of TransporloNon uspension of contractor's registration and may rvawl Ln,vim or replsrranon ancr J or the I66sLX=9 of citation U (s). Jos pole ,s Raiu'nd a"I"` fednye A'drt�.e.CW& W-PAriB I■ ,,._ nn myweuAe wax Tve evSwaw SIPo3W Nn¢e9b10Ei¢ 1P "' '• IRRI6ATCN CAIFJJLTAM9 ALgbaTmaTMIS {¢[VN9lN5 DRAWN: AE SCALE: 1" = 60• "" ".p E... IRRlsnnoR oralsµ GORN&TINII,AND CHECKED: MP SRA JOB NO: 5376 OFFICE COPY 559 WIm5LAPE W ER MNdEM o :o TO4NS uu..xs FN'9£.aaoa.ssssa my au. FEDERAL AND PROJECT N0. Ofj�' .P OGO N.LOGL5T sr.,WIRE 9 FAx.. 94039]3a3 NORTH ED�I Ra OENroµ Texas Tawl JwNlOf[muaRol.br160{lonvm 6 STP 1802I3531 x y 0 15_ 30 60 STATE: FIST COUNTY HIGHWAY N0. 051251vle rreTexAncrnmisloxarveAaPoENrA L XE M 2499 m / WdICISCnSC mAunfrua)tl.w-na) Fo.mxlso¢T GRAPHIC SCALE IN FEET CONTROL SECTION JOB SHEET NO. 1 q- 1 z CIS 3 506 YC.((�ey 1 ✓1e S i, .. Tas.a.s rm sre Is.vrwrcrosrATe.Txu 2661 02 008 15 / 9 - /07 3 3'��7 2��✓ t, /Y1�1L� ,(�i,i. P/u r,, CONTRACTOR SHALL CALL FOR CITY OF GRAPEVINE INSPECTIONS' (81 7) 410-301 D I GREEN RIBBON PROJECT 1 CONTRACTOR REGISTRATION ti WILL BE REVOKED UPON ' 9 PERMIT EXPIRATION. J N EDRE FOR I,a^ w lia I"WATER METER j�I" FILT j ♦♦\ L WYE ER VV I'BALL VALVE � I"DLA. A/ ] OONR20LLER'A' ♦♦ - -- -��-- -- ----- --�--� HALL PROVIDE FO S _���--_--�--� -_-� -- POWER WITHIN 5' rT "n 2 2 OF GONTRSJLLER Z GRAPEVINE MILLS PKWY STALL SOLATION F CITY �E EDRE FDR r l,4••5DH aD VALVE SLEEVE(SS L.F.) FLOW METER IN M14GENF RELEAS ED FOR C ONS TRUCTION 14 14 I U ,��, TREE DRIP RINYi SHEET: OF- \\ RELEASE DOES NOT AUTHORIZE ANY RK IN w CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. z Q = w CITY APPROVED PLANS TO BE KEPT ON U THE JOB SITE AT ALL TIMES ~ z_ Q -� DATE: 4 1\ 1 9 BY: U FM 2499 BUILDING INSPECTION DIVISION: A B C D F— RELEASE DOES NOT APPLY TO CONSTRUCTION IN Q EASEMENTS OR PUBLIC RIGHT OF-WAY. ALL CHANGES MUST BE _1 PROVED 3 14 14 15 q.E Is RR RD FOR(LU a�//f� HWY 2499 FROM SH 26 � -- -- TO DENTON CREEK B Foa r ,4••=GN ao FOR(1)4'_� CONTROL ER A V LF.) 60 SHALL IN INSTALL ISO Ai10N LANDSCAPE ENHANCEMENTS SLff VE(41 L.F.) 9LJgVE(59 PROVIDE II ADJACENT S ION FE 16 GRAPEVINE MILLS PKWY o COONTKROTMI Ea � FOR(1)4"5LH EO EORE FM(I)4"SG11 MI SLEEVE(t LF.) SLff V-(TB LF.) m \ ili//� i/4 �� 0——— �—��1 Q OHO _ O --- —_ _ — -- IRRIGATION PLAN ZQ -------------- ------------0--—^\Q\ 2= — _ = 2 C C �� �BALL VALVE 0 MASATER VALVE/ AREA'B' ♦ LOW METER STA.6+16 TO STA.I3+10 AREAB \ �f Texas Depa7finenl of TmnsMdaDon c R)2RRR N O n.■��■� m xmavawaE O Sf OF TE LO�AlTAMS IRRIbAnON Ahg1p�T¢a•TYU6 He196191HS m ye ' '• DRAWN: AE SCALE: 1" = 60• M i e IRRlawnox fAi16N.LOxyLTINS.M'D in ♦ CHECKED: MP SRA JOB N0: 5376 / .... LANO3GAFE WATER MAN46@ET? FED.R0. o �'. ,Jo TFnws LAG.bft Fxol.E.M014S 4 Nv.No FEDERAL AND PROJECT N0. 658 100 N.L T ST.,SUITE 9 FA%• V9098]1'4t5 NORTH . 2 FN f0 10.0.\GP OBITON TEAS Ta2al JoneesJwe.pelerrlgeelenaem 6 STP 1802I383I d STATE: DIST COUNTY HIGHWAY NO. E os/s/2DIe iRwawnox Ix Toes Is PE>suurm sr 0 15_ 30 80 d nE TmcAs colxnlslox ox EN�nPLro®rrAl �� TEXAS FTW TARRANT FM 2499 Water Se,5C t•ul.nr rtcEa)(No-na) Fn.eox is aT GRAPHIC SCALE IN FEET CONTROL SECTION JOB SHEET NO. d i iLEID.9 Y®SITE IS.Wlti•LTGFdSTA{E,{yNE i•- 2681 02 008 16 CITY OF GRAPEVINE GREEN RIBBON PROJECT NEE f� - _T g ; 'AA 3 - ---------- --- ---------------- 20RE FOR(I,4"SLH BO EU^RE FGR(I)4"SUI BO �SLff VE(55 LF.) BLEEVE r�B`F.' GRAPI �INE MILLS PKWY ry� 14 tR�pRIP RINGS 4 15 IS 2 TREE D21P RIN65 W IN SHRUB/GRON�p(gVER Aft LHE2RY TRES J = SHEET: OF: U RELEASE DOES NOT AUTHORIZE ANY WORK IN ~ Q CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. z FM 2499 CITY APPROVED PLANS TO BE KEPT ON J A B C D THE JOB SITE AT ALL TIMES U DATE: u ' `i BY: aC / Q s Isoo 5 la I5 BUILDING INSPECTION DIVISION: 3 FEE GRIP RIN65 RELEASE DOES NOT APPLY TO CONSTRUCTION IN yd / ✓ < � c� AT q -�, j,//,/�� di/d �jil/ii / I%t/��% EASEMENTS OR PUBLIC RIGHT-OF-WAY. --- -- --- ALL CHANGES MUST BE APPROVED — GRAPEVINE MILLS PKWY HWY 2499 FROM SH 26 TO DENTON CREEK 0 LANDSCAPE ENHANCEMENTS 3 _ ___ -------- -- ------------------_--------------------- ----- z IRRIGATION PLAN 0 a co AREA'C' STA.13+10 TO $TA.21+03 n m AREAC Texas Department of Transportation N n 20 lk7JAy„es pole P I Mt CppA'e LFLe Wat ltoe CV6t9E16 r�OF jf. IRRIbATION LONSILTANS �I■„I.- AYNIu�imflH05 min LVN9]615 DRAWN: AE SCALE: ,r _ IRRlbnnoN OFSlsµ wreuLl",ANO CHECKED: MP SRA JOB N0: 53]6 POLE LAN6..GAF£Y 7CR MA"T6ENENT o "' Tex AS L.IL.w. Pro 9403a32:ea ma N. FEDERAL AND PROJECT NO. 658 , o IOO N.LO ST ST.,WIIM B NORTH cFr• ,.'p neNroN,TFxns iaaal Jame.��..pol.u+lpnmrom 6 STP 1802(3831 O IRR STATE: DIST COUNTY HIGHWAY N0. d 0 15 � Tff TFJtAS fa F PfI50N N ENJ'IIPA IEDg eTrA L �—60 E TEXAS FTW TARRANT FM 2499 \^B1CrSC115C GRAPHIC SCALE IN FEET CONTROL SECTION JOB SHEET N0Ez . rc5o.s v®sre Is.vweremsTATe.Txus 2681 02 006 17 CITY OF GRAPEVINE GREEN RIBBON PROJECT P I. 3 2B0 L. I" I" IS 14 y 825 I]25 16 IN�&ffFMAI.IDN 61.65- 14 13 II95 12 IS n 9/4 n 1/2 � �C� \.��� ;�'\����'C\� `�'%%�ri'% / -'�% /rii�i/rr; // i ' ,n� / �./ o��-�i�r� P.:�i�r✓�,/..dal ,��:� ° ' ;al \\���� �T,-\/2 _._.0 i /p v2 112 In 1/2 In In * 5/4 t In U W Z J UFM 2499 A B C D Q CITY OF GRAPEVINE 0 RELEASED FOR CONSTRUCTION 3 SHEET: OF: RELEASE DO N WORD(I- N --CONFQirT WITH THE BUILDING CODE OR ZONING ORDINANCE. HVV i 2499 FROM SH 26 TO DENTON CREEK d I I CITY APPROVED PLANS TO BE 'KEPT ON LANDSCAPE ENHANCEMENTS THE JOB SITE AT ALL TIMES `r a DATE: _ LA ' 1) • \Cj BY: J,0 IRRIGATION PLAN a 0 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN F AREA V EASEMENTS OR PUBLIC RIGHTOF-WAY, STA.21+03 To STA.ze+sT ALL CHANGES MUST BE APPROVED AREAD Texas Deporlmenf o/ Tronsporfallon L , ©2O11 N a \ SdWck Rain and Ammo%he a U S 1 puta 1 � `-I■l,.- A*k". :ewm ve�eam m O OF J � IftRIbATION CAN511LTANTS MryW�iea+NW fu 1V&91615 DRAWN: AE SCALE: 1" = 60' CHECKED: MP IRA J08 N0: 53T6 LE IFRI6ATION OESI6N.CANSJLTIN6.ANp '•• .RO . LANOVGAPE WATE2 MANPbENENI 0 658 e Tews L.IL.wss w Ne:94o2432sa4 Div No. FEDERAL AND PROJECT NO. °fl;'., ..'�P veNToµ TexATzitiarea fame/,anxevolag Ioe�Om 6 STP 18 0 213 8 31 i eo 'Iaa` NORTH E 0 i6 30 60 STATE: DIST COUNT INre RRA Y HIGHWAY N0. osi2si tole 1-1—Tlo. Is vaauLATm ar LJyJ TEXAS FTW TANT FM 2499 T@ l£%�Z la1MI510H ON BIVIRONMEN�pL 1'Je1tT 5.nNc TuZA,S V7EIIEsoxrvFXD GRAPHIC SCALE IN FEET CONTROL SECTION JOB SHEET N0. m . , rsEa s r®sere Is.wmv.rcEr+aTATe.rxus �- 2681 02 1 008 1 18 a WC SON 10 ELL WC SCH W COUPLING IN 30- CH LENGTH OF WIRE W-INCH I1NM LENGTH OF WATER PROOF CONNECTION WIRE O WW RE FNOOF CONNECTION (1 OF 2) VALVE BOX WITH PURPLE COVER IDIiAO 2) i2'. ,G'FEMANGMMw ,' M,AND�_NWN CITY OF GRAPEVINE VALVE BOX WON COVER: r ay V ZYE gI%WITH COVER, ID-NCH ROUND OWCN-COVPUNC VALVE: FINISH GRACE 1 NLP 53C FINISH GRIDE/!OP OF MULCH -1 1T .._IMP OFHNULCH PPL£(CLOSE) REMOTE CONTROL VgLYE; FlNISX' OP OF MULCH SEE VALVE BOX SEE ax m7 Va.[pT FINISH GRADE N•INX. PVC SON BD HIPPIE(CLOSE) pv� LINE FLUSHIND PPPEEECCC w ANWGAP N, GREEN RIBBON PROJECT 3'MIN. PVD SOLI W UNION FOR PAL SCH 4D ELL (IENGT BU'REOUWED) VALVE TLmV W.MANE KA01NC ASSEMBLY WC SCH 40 MALE ADAPTER PVC SCH SO NIPPLE DRIP NBE CLENCH IS REQUIRED) SC.SO SWING JOINT ASSEMBLY BRICK(1 OF 4) GAll VANE SON 80 NIPPLE(2'LENGTH, BRICK(1 OF Q HIDDEN)AND SCH 40 ELL BRKK, 1 OF 4 BRICK SUPPORTS . °°wlnE Nwm PVC MAINLINE (THREE) DRIP VALVE ASSEMBLY WITH ' 3J4'CUBIC FL SUMP. ,ry TF-FTTc T� FILTER AXgO PSI REGULATOR PVC MARLINE PIPE 8� o j1I1F' \\\VVl Illl llOa\UV 3.0 S/hINCH WASXEO GRP"INEL PVC SCH 40 TFE Oq E11 (1 CUBIC TOOT) WC SCH 40 ME OR ELL PVC Sc.09 yIPPL£(LENGTH 1'%30'G4V, STEEL PIPE .. `B 0.5 REOUI T 1 OF 2) PVC SON 4D IMI£ADAPTER PVC MAINLINE- 10'DEPTH J INCHPVC DEPTH CLEAN PM GRAVEL '; M SCH q0 LEE OR((ElL PVC LATERAL PIPEP,BMI T E ti fA s IENSGIH,BHIDOEN)IJJD-'"C" UO-INCH MINIMUM DEPTH OF P/'-AR WawwM mAn` P �H oELL 3/4-INCH WASHEDGRAWEJ QUICK COUPLER VALVE MANUAL LINE FLUSH VALVE AIR RELIEF VALVE CONTROL ZONE KIT REMOTE CONTROL VALVE WITH PVC BALL VALVE PLVR MATERIAL 1REE CANOP� IATERAL LINE INSERT FITTING: 4-MIN.CLEARANCE CORIPOUER MODEL AS SPECIFIED Al 1/4-INCH SELF-MERGING SAM \ —PANNG CONNECTOR DITCH 17 W COMPRESSION FANG ® PEDESTK SECURE AND LICAL i1NKx cpgpE TFANSIIION Tfl PIEID TOP OF GRACE GRIP NBE J LATERAL PVC RP SUMS "� n MM&BRED �1/2'„E%' I OF G RA P N INSTAL FREEZE SENSOR sww Cau.w ADC DRI SMU. I.S.PEDEftELEAS _ FOR CONSTRUCTION imlNc PVC'PIPE caAnE IN sxxue Bm ® RLL/ PVC C4,(TYPICAL) IS-MINI- 12'POP UP HUD: / \ ( ) 7F'N TN0.40.BELORADE W TURF TREE ipUNK yaS M1IGMIM (MINUS 80 ONLY) 1/4-INCH TIEING I I PANNG FIN L� QE.J� N. OI _ MRYETMENE TCHDETREATIONS NBING 1 CONLPE�P IF7 NNYL gSMIBVIILN NBING I I i"I`""RELEASED E ^+.: AUTHOPoc:i n° ` WORK IN 1/4-INCH EMBED INUT INNER AG / V IM'Mp'y. 44 11 FIN14 G l (� G ORDINANCE. PRDTECINE FlIJIGE \\ / y (TWICAu AWES T�I�L �TH UILVNG CODE OR PAC GP Ncs AND E CONTROL Eu NMB: vuKs r N:SGE xFAIMw t°tt TIN-TODL ro IWORT Ewe CONNEC IF OIRErnl \ BAN BIRD%F SDI 1. ALL PVC IRRIGATOR SLEEVES i0 BE CLASS 200 PIPE. 7P PI INTO 1/2-INCH PCLOORTIENE%MA SERIES DRIP TOBE..POPH 2 ALL JOINTS TO BE SOLVENT WELDED AND WATFIIGM. CIT� AI,I,R V - LOGR AT 91 AAMFST 06IANCE i1mM UA V.LLVE M.E.PLY,AOLLLRIT TO OXWO ENT MB AT 12.SPACING, 3, WHERE THERE IS MORE THAN ONE SLEEVE,EXTEND THE SMALLER E� --" DR WII,NN LOTH PUHIIN65 FDF OPTIMA YILMIBG.W.CI➢SOI STRAY N. BEE INSTALIATON MULTI-LOOP MOUND THE SLEMM 24-INCHES MINIMUM MOVE YMISH GRADE.MP TO 95%PROCTOR. DRIP TUBE PEDESTAL MOUNT co NTRoZ J SITE AT ALL TIMES DRIP ZONE INDICATOR "DMk'B DRIP TREE RINGS ROVT BALL 4 MEGHANILAL ASLEEVING DATE- 11 • 19 9Y: -)LI _ LF MAN.LINE FLUSHING VALVE BORON ON VIEW • O L )" PWMBEC TO WL OR POLY PVC SUPPLY HEADER BUILDING INJPL.(. J D 'J L5 V N 1 O O V OR PoLYUMBEO TOIL TOP OF SLOPE WINU�E GRERAN,IR.INPINLINE IAPEFAL WIRING IN ' DRIP UNE STAB INSTALL MR REUEF VRVE AT E PIE SE DOS OT APB L ) CONSTRUCTION IN V ARM PERIMETER AJE'CHAPTER XIGX PoIB/PoINR OF EACH GRID. F.� y RENOiE GONIHa VALVE WHIML UNE FLUSHNG VALVE 0 $EIVIE JT OR PUBI. �(;HT-G- WAY. PWPm DI FILTER AN° DRIP UNE PM OPP Y xU5 NGDER VE RIP UNE LATERAL TUBING O HA ES 'yIUSI_BE ARPROV Y PYC OR POLY SUPPLY HEADERPVC EXHAUST HEADER 3 DRIP UNE START OE Oi SLOPE— PJ�EW U CONNECTION WIRE W/O CONDUIT .11 LINE START DRIP UNE STAB CONNECTER LpNNEC110H I y MALE ANABER J SUPPLY REDDER- EXHAUST BMINR CLASS 20D PVC,SZED —CRP UNE REMOTE WNIROL m AS NOTED ON PLANS. f�LTEF µ0 PM D I d11P UNE C' RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24-INCH LOOP IN N ISGND PEgMETER MAG PERIMETERAND BESIDE MVNLINE, PLASTIC PIPING TO ALL WIRING AT CHANGES HWY 2499 FROM SH 26 6 IHBTAl1 AW RELIEF VALVE ATTAPE AN BUNDLE AT BE SHARED IN OF DIRECTION OF 3P GRIP UNE TEE RICH PoIM/POINTS OF FM:H GRID. 10-FOOT IWEINAIS. TRENCH AS SHOWN. OR GREATER. UNTIE AFTER ALL CONNECTIONB m SUPPLY HEADER DRIP UNE NAS NOTED: HAVE B""MADE. TO DENTGN CREEK DRIP LINE ELL C. FEMME CONTiOL VALVE 1. SLEEVE BH.OW ALL HARDSGPE ELFMEND WIT"CUSS 2C0 PVC ASSEMBLY WTH DIBC FlLTEflLAIC'TXE DIANEIIR°F TIE MPE°F WIRE BUNGLE WIMIH.MOTE CONBOL AND PRY 2 FOR PIPE AND WIRE MURAL DEPTHS SEE SPGIFI^'O.G Cg VALVE WITH CSC PLUS 25%ON BOTTOM 1/3 OF SLOPE 3 INSTALL PIP RELEF VKK AT FILTER AND MN HIGH F01W/POINTB OF EACH GRID. INSTKL Nq RfLEF YKYE AT `—P RIM lA1flY.l5 TRENCH DETAIL LANDSCAPE ENHANCEMENTS HIGH POINT/PONTS OF EACH GRID. I 2L'i0 44 ROM EDCE ALIGN DRIP LINE LATERALS PARALLEL TO SLOPE CONTOURS IAWUAL LINE FLUSHING WALK F PLUMBED M DRIP RIIDMG SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 20 PVC SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC w LI PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE. PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE. PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE. IRRIGATION DETAILS USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON USE DRIP TUBE FOR SUPPLY AND E(HAUST HEADERS ON O GRIDS WITH ROW SMALLER THAN 5 GPM ONLY. GRIDS WITH FLAW SMALLER THAN 5 GPM ONLY. GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY. GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY. F` Q Of DRIP ISLAND LAYOUT IRREGULAR AREA DRIP LAYOUT DRIP CENTER FEED LAYOUT I I DRIP SLOPE FEED LAYOUT o: a Texas Department of TmnspoAoRon y ra„ml,iuR K 2006 Q MmI IOrt mrto p aam mn�z 'O auel nwun uuaw[ Muy�m. (mASVm11 w ra1CYEYOI DIla we[ n.II 1O619IIM RW6ATION IgNSULTPNR `IJI. ,4 gp Tev]EfO6 µf¢A GO Iw IA..XM"""" 1.wW �\ PSE OF TF DRAWN: AE SCALE: Ir, a,al.°uW V Nw M wmL j * 1�6ATtB)SGAPE YUTt£MgwNAbETMI MIGHT ana rWAw oEA,oE.wb Nam— iss""��` ♦ CHECKED: MFEDERAL RAND OPROJECT N0376 a I w¢me u ...TILE. TEXAS L.IL.M59 RIONE:4.243.2364 EEO.Ro. O 658 2 1.N LOCUST ST.,SUITE 3 PA%: A4 IN 23415 PV_N0. % ''"°106N" �. :40 mBroN,TBxns 1620I f6TMMW).m ' RTIBM IMNOR_ 6 STP 180213831 " CONFIRM WITH LOCAL CITY REQUIREMENTS STATE: DUST COUNTY HIGHWAY N0. I Fjy ED,,I ft0.V4P WATER TAP WITH METER, BALL VALVE, WYE FILTER, BACKFLOW ASSEMBLY, AND MASTER VALVE os A25/tole 'eTe"Aza'o"H,`*kGW lON ENAAIRo AH- TEXAS FTW TARRANT FM 2499 EOTEXAS v wALlttfTus)(14'rn6) ro.m%IBon \VOICI'SCBSI' TLPa%JACBSTEIs,HAATCOa.WTAIE.T CONTROL SECTION JOB SHEET N0. v 2681 02 OOB 19 NSTALLATION NOTES CITY OF GRAPEVINE LEGEND I.COORDINATE IRRI6ATION INSTALLATION WITH PLANTING PLAN AND SITE CONDITIONS TO PROVIDE COMPLETE GREEN RIBBON PROJECT "IN BIRD XF-SDI SERIES(XFS-06-I2)DRIP TUBE IN SHRUB BED INSTALLED AT 2'DEPTH COVERAGE KITH MINIMUM OVER5PRAY. THE IRRIGATION CONNR CTOR SHALL MAKE MINOR ADJUSTMENTS TO SEE INSTALLATION NOTE•16 REGARDIN6 DRIP TUBE LAYOUT IN SHRUB BEDS. ENSURE PROPER COVERAGE AT NO ADDITIONAL COST TO THE OWNER. 2.THE IRRI&ATION CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE MANDATED IRRIGATION ORDINANCES -RAIN BIRD XF-SDI SERIES(XFS 15-12)DRIP TUBE IN BUFFALO GRASS/SEED MIX AREAS INSTALLED AT 4'DEPTH AND CODES,AND WILL SECURE ALL REQUIRED PERMITS. L.I.L.SHALL PAY ANY ASSOCIATED FEES UNLESS SEE INSTALLATION NOTE NIT REGARDING DRIP TUBE LAYOUT IN BUFFALO GRA65/SEED MIX AREAS. OTHERWISE NOTED. ALL LOCAL LODES SHALL PREVAIL OVER ANY DISCREPANCIES HEREIN AND SHALL BE RAIN BIRD XF-9DI SERIES TREE DRIP T16E RINGS. ApORE55ED BEFORE ANY CONSTRUCTION HISSING. SEE INSTALLATION NOTE 610 REGARDING DRIP TREE RING ZONING, 3.CONFIRM MINIMUM STATIC IUDTER PRESSURE OF 50 PSI AT THE HIW T ELEVATION OF THE SYSTEM LIMITS,AND ^ BEE INSTALLATION NOTE BIB REGARDING DRIP TREE RING PIPE LAYOUT. MA IIMM STATIC WATER PRESSURE OF 50 P.S.I.AT THE LOWEST ELEVATION OF THE SYSTEM LIMITS AT LEAST 9 p\\\yT/'IBI'�6\\\yTI 0 RAIN BIRD XCZ-100-PRB-CON AUTOMATIC DRIP VALVE ASSEMBLY WITH CD-Co SINGLE STATION DECODER, DAYS BEFORE BE&INNIN&WORK. IF STATIC WATER PRESSURE IS OUTSIDE THE RANGE STATED ABOVE,DO NOT `(� y/ ,�%� 40 P51 PRESSURE REGULATOR AND COMMERCIAL BASKET FILTER KITH STAINLESS STEEL SCREEN PROCEED UNTIL DIRECTED BY THE LANDSCAPE ARCHITECT. cIT $ � ir ' ■ HUNTER ICV-100'MASTER'VALVE,ICV-100 DECODER,WS SERIES FLOW METER WITH FOT AND ICD-SEN SENSOR DECODER 4.LATERAL PIPE 5HALL BE INSTALLED AT A MINIMUM DEPTH OF 12 INCHES. MAINLINE PIPE AND WIRES SHALL BE INSTALLED HUNTER AGG99D-PED'TWO-WIRE"CONTROLLER WITH WRFC WIRELESS RAIN/FREE, SENSOR AT A MINIMUM DEPTH OF IB INCHES. NO MACHINE TRENCHING SHALL BE PERMITTED WITHIN EXISTING TREE ROOT ZONES. ANEN HAND-TRENCHING WITHIN EXISTING TREE ROOT ZONES NO ROOTS LARGER THAN I"DIAMETER SHALL BE OUT. L LOCATE WEATHER SENSORS AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT 5.UNSLEEVED PIPES MAY BE SHOWN UNDER PAVEMENT FOR GRAPHIC CLARITY ONLY. INSTALL THESE PIPES IN ♦ HUNTER HQ-BB-CRC-R QUICK COUPLING VALVE WITH LOCKING PURPLE LOVER AND 3/4"PVC BALL VALVE ADJACENT LANDSCAPED AREAS. -N- LASCO"VIOIN"SERIES SCH.50 PVC TRUE UNION BALL VALVE,MAINLINE SIZE 6.ELECTRIC POKER SHALL BE PROVIDED WITHIN FIVE FEET OF CONTROLLER LOCATION BY THE GENERAL CONTRACTOR. LICENSED IRRIGATION CONTRACTOR TO PROVIDE FINAL HARD-WIRE TO CONTROLLER. -PN- MILKING 350 SERIES DCA.INSTALLED PER CITY GORE,KITHSAME SIZE MILKING 550 SERIES BRONZE T.24 VOLT VALVE WIRE SHALL BE A MINIMUM OF 614 GAU6E,U.F.APPROVED FOR DIRECT BURIAL,SINGLE CONDUCTOR /�BALL VALVE AND AILKIN5 YB SERIES BRONZE YHYE FILTER WITH 20 MESH STAINLESS STEEL SCREEN,SIZE AS NOTED ON THE PLAN "IRRIGATION WIRE". WIRE SPLICES SHALL INCLUDE DBY CONNECTORS AS MANUFACTURED BY 3M COMPANY. ALL CITY OF G RA P E'v J N E O IRRIGATION WATER METER AND TAP,SIZE AS NOTED ON THE PLAN FIELD GPLILE5 SHALL BE LOCATED IN A ROUND VALVE BOX OF SUFFICIENT SIZE TO ALLOW INSPECTION. — CLASS 200 FVC MAINLINE PIPE B.VALVE BOXES SHALL BE INSTALLED FLUSH WITH GRADE,SUPPORTED BY BRICKS IF NEEDED,WITH 3 INCHES RELEASE FO R CO N ST�\U CTION CLASS 200(EXCEPT 1/2 INCH 0515)P/C LATERAL PIPE OF CLEAN PEA GRAVEL LOCATED BELOW THE VALVE. USE 12"x IT"RECTANGULAR VALVE BOXES WITH PURPLE LID BORE FOR ONE 4"SOH.50 SLEEVE PIPE UNLESS NOTED OTHERWISE FOR QUICK COUPLING VALVES, AND 10"ROUND BOXES FOR ELECTRIC VALVES UNLESS NOTED OTHERWISE. Q{,J �'{ D.CA.,WITH UPSTREAM BALL VALVE AND AYE FILTER SHALL BE BOXED AND LOCATED ACCORDING TO LOCAL wSHEE : /�`J r P.USE RIGID 56H.Bo PVC SWING JOINT ASSEMBLIES TO CONNECT ALL WICK CCUP.ERS. RELEASE DOES NOT AUTHGi\iZ L -)RK IN /.MINIMUM 5TATIG PRE55URE: 50 P51 10.DRIP TUBE TREE RING ZONES SHALL BE SEPARATED ACCORDING TO PLANTING AREA. DRIP TUBE TREE R1N.'-.�� 'THE BUILDING CODE OF ORDINANCE DESIGN PRE55URE: 50 P51 SEED MIX AREAS SHALL BE ZONED TOGETHER. DRIP TUBE TREE RINGS IN SHRUB/GROIJNDCOVER BEDS SHALL BE ZONED TOGETHER. DRIP TUBE TREE RINGS IRRIGATING FLOWERING CHERRY TREES SHALL BE ZONED SEPARATELY FROM ALL OTHER TREES. II.PROVIDE ONE QUICK COUPLER KEY WITH SWIVEL HOSE ELL FOR EVERY SIX O.C.VALVES. (MINIMUM ONE SET CITY APPROVED VALVE SIZE 12.CONTRACTOR 15 TO CONTACT APPROPRIATE AUTHORITIES AND LOCATE ALL UTILITIES PRIOR TO CONBTRUGTI°". THE J B SITE AT ALL TIMES CONTROLLER STATION— 13.LATERAL PIPE TO TREE DRIP RINGS 15 OMITTED FOR GRAPHIC CLARITY. CONNECT TREE DRIP RINGS TO VALVES AS SHOWN WITH POLYETHYLENE LATERAL PIPE SIZED TO ALLOW A MAXIMUM FLOW VELOCITY OF 5 FEET PER SECOND FLOW IN G.P.M. 14.THE PROPOSED LOCATIONS OF ALL ABOVE-GROUNp EWIPMENT INCLUDING BACKFLOW PREVENTORS,CONTROFW VALVE BOXES,AND KEATI£R SENSORS SHALL BE STAKED BY THE CONTRACTOR FOR APPROVAL BY THE LA BY \ APPROX. LINEAR DINNER'S REPRESENTATIVE BEFORE THESE ITEMS ARE INSTALLED. BUILDI G INSPECTION DIVISi, FOOTAGE OF DRIP TUBE 15.ALL HEAD5 SHALL BE INSTALLED A MINIMUM OF 4"FROM PAVEMENT EDGES.(b'OR GREATER AHERE REWIRED 5R SE OES NOT APPLY '() CONSTRUCTION IN FINAL HEAD ADJUSTMENTS BY THE CONTRACTOR SHALL INCLUDE THE ADDITION OF CHECK VALVES AHERE NEEDED T m PREVENT EXCESSIVE Low HEAD DRAINAGE. THECONTRACTORBHALLBJ°GETF ,ANDINBTAU KVALVE5FORWE/A�SuEMEN SORPUBLI( ?IGHT-OFWAY. 10%OF THE TOTAL NUMBER OF HEADS WHEN NEEDED,WITH NO ADDITIONAL COST TO THE OWNER. ALL CHANGES MUS i BE APPROVED HUNTER TAO WIRE DECODER 16.WHERE SHOWNUNDCOVER ON THE PLANS, MASS SHRUB/GRO BEDS SHALL INCLUDE RAIN BIRD XF-SDI SERIES _ SPLICES SHALL BE LOCATED IN A ROUND VALVE BOX OF SUFFICIENT SIZE TO ALLOW INSPECTION. DRIP TUBE WITH FRE-INSTALLED.b GPH DRIP EMITTERS EVERY 12",INSTALLED IN CENTER-FED GRIDS WITH ROAD, 3 "TKO-WIRE"ALL. CONTROL WIRES SHALL V HUNTER•I OF SU SPACED IS"APART. INDIVIDUAL DRIP TUBE RUN5 SHALL NOT EXCEED 200 L.F. SEE DRIP GRID DETAILS FOR HEADER AND EXHAUST PIPE SIZES. WHERE REQUIRED,PVC LATERAL'TRUNK"LINES SHALL BE INSTALLED 10'DEEP. DRIP TUBE SHALL ALL WIRE SPLICES MST BE MADE IN A VALVE BOX WITH DBR-6 OR EQUAL DIRELY-BURIAL WATERPROOF CONNECTORS. BE 5E7 2"BELOW FINISHED SOIL GRADE(NOT INCLUDING MULCH LATER),SECURED WITH RAINBIRD MLDIb5TK STAKES EVERY 7 ALL CONNECTIONS IN THE TWO-WIRE PATHS(OUTSIDE Tff CONTROLLER ENCLOSURE)SHALL BE MADE WITH 5M DBR�WATERPROOF, 16'. MANUAL FLUSH VALVES (1/2'PVC BALL VALVED SHALL BE INSTALLED AT THE FARTffST POINTS FROM THE ZONE VALVE, STRAIN-RELIEVING DIRECT BURIAL CONNECTORS,OR EXACT EQUALS. USE PI MM BARBED FITTINGS FOR DRIP LINE CONNECTIONS,PRESSURE TESTING ALL CONNECTIONS BEFORE BACKFILLING. Nm IS ANSAMM CIA.WIRE OR LARGER SHALL BE USED FOR ALL DECODER-T0.50LENGID CONNECTIONS,IN HIGH LIGHTNING AREAS THIS XF-SDI DRIP TUBING SHALL BE INSTALLED PERPENDICULAR TO SLOPE FACE. EACH DRIP ZONE SHALL INCLUDE ONE 1`/e,/N�y, ^/[d�(y�Q F r/�y/� WIRE SHALL BE TWISTED TO MAXIMIZE SURGE SUPPRESGION. 'MAINTENANCE FLAG'WHICH SHALL CONSIST OF A 12'POP-UP SPRAY HEAD AND COMPLFTFl Y CLOSED SPRAY NOZZLE. H 19 I LT J J FROM /,H L V N J� THE INSTALLER SHALL PROVIDE ADEQUATE EARTH bROUND NOT TO EXCEED 10 OHMS,OR IN COMPLIANCE WITH PRACTICES A5 THE POP-UP HEAD SHALL BE CONNECTED TO THE DRIP ZONE PIPE,SET FLUSH WITH GRADE,AND LOCATED AT THE FARTHEST DEFINED IN AMERICAN SOCIETY OF IRRIGATION CONSULTANTS EARTH GROUNDING GUIDELINE 100-2002,.AVAILADUB AT DISTANCE FROM THE DRIP VALVE ASSEMBLY. INSTALL THE"FLAG"HEAD ADJACENT TO EDGING OR IN LOW PLANTINGS TO DENTON CREEK ai FOR EASE OF VIEWING. INSTALL RAINBIRD AIRUVACU.M RELIEF VALVES(AR VALVE KIT) IN 6"ROUND VALVEBOX,AT BO AT WWWABIL.ORb)AND CONNECT IT TO ONE OF THE DECODER GROUND LEAD5 EVERY COD FT.(BSOHU,OR EVERY IZTH DECODER THE HIGHEST ELEVATIONS OF EACH DRIP ZONE. O MODULE,WHICHEVER 15 SHORTER.MINIMUM GROUND HARDAARE SHALL BE A 4"X 56"(100 X RI5M+)COPPER PLATE WITH AT LEAST IT.WHERE SHOAN ON THE PLANS, BUFFALO GRA55 AREAS SHALL INCLUDE RAIN BIRD XF-517I SERIES DRIP TUBE WITH LANDSCAPE ENHANCEMENTS 3 IOAW6/25MM DNA.COPPER WIRE.IN HIGH LI6HTVING AREAS,6ROlNpING MAY BE INCREASED TO EVERY 500 FTJI50M OR 6 PRE-INSTALLED.6 GPH DRIP EMITTERS EVERY 12",INSTALLED IN CENTER-FED GRIDS WITH ROA5 SPACED 12'APART. DECODERS. vi INDIVIDUAL DRIP TUBE RUNS SHALL NOT EXCEED 200 L.F. SEE DRIP GRID DETAILS FOR HEADER AND EXHAUST PIPE r GROUND CONNECTIONS FROM DECODER GROUND LEAD TO GROUNDING HARDWARE SHALL BE MADE BY JOINING TE MANG(2MM SIZES. WHERE REQUIRED,PVC LATERAL"TRUNK"LINES SHAH BE INSTALLED 10'DEEP. DRIP TUBE SHALL BE SET z 4"BELOW FINISHED 501E GRADE. MANUAL FLUSH VALVES(1/2"PVC BALL VALVE)SHALL BE INSTALLED AT THE FARTHEST IRRIGATION NOTES DIAJ DECODER GROUND WIRE WITH A IOAW&(25MM DIAJ SOLID COPPER LEAD IN AN APPROVED WIRE NUT OF APPROPRIATE SIZE, Z INSERTED IN A DBR-6 WATERPROOF DIRECT BURIAL CONNECTOR,OR WITH AN APPROVED WIRE CLAMP.&ROUND HARDWARE SHALL POINTS FROM THE ZONE VALVE. USE IT MM BARBED FITTINGS FOR DRIP LINE CONNECTIONS,PRESSURE TESTING ALL CONNECTIONS O EXTEND AT RIGHT ANGLES FROM THE TWO-WIRE RED/BLUE PATH,AND GROUND HARDWARE SHALL BE LOCATED AT LEAST bFTJ2M BEFORE BACKFILLIN6. XF-5DI DRIP TUBING SHALL BE INSTALLED PERPENDICULAR TO SLOPE FACE. EACH DRIP ZONE SHALL INCLUDE < AWAY FROM THE TWO-WIRE PATH. ONE MAINTENANCE FLAG"WHICH SHALL CONSIST OF A 12"POP-UP SPRAY HEAD AND COMPLETELY CLOSED SPRAY NOZZLE. O THE SENSOR DECODER SHALL HAVE A BARE&ROUND WIRE FOR CONNECTION TO EARTH GROUND,IN ACCORDANCE WITH THE THE POP-UP HEAD SHALL BE CONNECTED TO THE DRIP ZONE PIPE,GET FLUSH WITH GRADE,AND LOCATED AT THE FARTHEST SPECIFICATIONS APPLYING TO ALL OTHER DECODERS.THE SENSOR DECODER SHALL COUNT AS A"DECODER"FOR GROUND SPACING DISTANCE FROM THE DRIP VALVE ASSEMBLY. INSTALL TIME"FLA6"HEAD ADJACENT TO E061N&OR IN LOW PLANTINGS FOR O PURPOSES EASE OF VIEWING. INSTALL RAINBIRD AIRNAOHUM RELIEF VALVES(AR VALVE KIT) IN 6"ROUND VALVE BOX,AT THE HIGHEST ELEVATIONS OF EACH DRIP ZONE. TEMPORARY SUPPLEMENTAL OVERHEAD AATERIN6 MAY BE REQUIRED FOR SOD E5TABLISHMENT. +- 16.AHERE SHOWN ON THE PLANS, PROPOSED NEW TREES SHALL INCLUDE RAIN BIRD XF-SDI SERIES DRIP TUBE TREE RINGS. TBJfB3 UBPOAIIIBIII 0f 7!O/ISPOIMIIO/1 t TREE RINGS SHALL INCWDE PRE-INSTALLED.6 GPH DRIP EMITTERS EVERY 12",PLACED IN EVEN SPIRALS , ®]W6 � �Pots AROUND THE ROOT BALL OF EACH TREE. EACH 5 6ALLON SIZE TREE DRIP RING SHALL INCLUDE APPROX.10 LINEAR FEET OF Q I' DRIP TUBE. EACH 15 GALLON SIZE TREE DRIP RING SHALL INCLUDE APPROX.25 LINEAR FEET OF DRIP TUBE. EACH MACHINE Sf}Y"Rolla end AsocatOU Mc O DUG TREE DRIP RING SHALL INCLUDE APPROX.40 LINEAR FEET OF DRIP T1BE. TREE DRIP RINGS SHALL BE CONNECTED TO ,1eM�alpe.4ti�e�e W HIMNPa01 Jdnig SE OF Tf IRRIMTON LON9ULTANS It Tdi fwy move Wel Rae 696141Y1b O P... VALVES AS SHOWN WITH POLYETHYLENE LATERAL PIPE,GIZED TO ALLOW A MAXIMUM FLOW VELOCITY OF FIVE FEET PER SECOND. `-J■,,._ No�STw TNo6 POLY.LATERAL PIPE AND TREE DRIP RINGS SHALL BE INSTALLED AT GRADE,STAKED BELOW MULCH LAYER AT 24'INTERVALS. i � ♦ URRISAT AFEMGN coA5STiHs,nuo BRAWN: AE SCALE: rO E LANOyAPS WATIX NLANA&EIEM 14.THE IRRIGATION PLAN LAYOUT IS DIA6RAMATIC. TRENCH ROUTES SHALL BE COORDINATED IN THE FIELD TO AVOID CONFLICTS n CHECKED: MP SRA JOB N0: 5376 N • • 658 ¢ TEKAS L.I.C.%HM PHONE FN024B2 WITH EXISTING AND PROPOSED UTILITIES. IOC N.LOCUST ST.,SUITE 9 F. 1q 2023a 10.ID. FEDERAL AND PROJECT N0. p f^, SP GENICµ TEXAS 16201 fafilleJanvpPalslTAjCLbnvm MV.xo. EB"RQ\ 6 STP I802I3831 0!, /201e IN=9AT IN TExe6 BREeL�aeG sr STATE: DIST COUNTY HIGHWAY NO. ti TIe TPYAS GOHHISN�N ax eNIPLMNdTAl 1N8YCTSCn SC 0au1m(rcFaUf HtrIT6) PL.Pox 16O6T TEXAS FTW TARRANT FM 2499 0 TLPL.9Y®SHE I5.IWYTLFASTATG.TXL3 CONTROL SECTION JOB SHEET NO. m Iz 2681 02 008 20 CityofGrapevine P.O.Box95104 Grapevine,TX76099 (817)410-3165Voice (817)410-3012Fax PLUMBING-IRRIGATIONPERMIT IssueDate:April5,2019 PROJECTDESCRIPTION:InstallIrrigationSystem"CityOfGrapevine"***Thisirrigationworkislocated entirelywithinthePublicRightofWay.ThepermitwillbeissuedthroughBuildingInspections;however, theplanswillbereviewed&approved&fieldinspectionsperformedbythePublicWorksDepartment*** PROJECT# PLIRR-19-1243 (817)410-3010 Inspections www.mygov.us Permits LOCATIONTENANTLEGAL 3499GrapevineMillsPkwy. Grapevine,TX76051 CityofGrapevineMeterNo.587JamesGibsonSurvey Tr1c1a1 SouthwestcornerGrapevine MillsParkwayandGrapevine MillsBoulevard CONTRACTOR Sprinkle&SproutIrrigation&Landscape StateID#LI0002373 10315AltaVistaRd. FortWorth,TX76244 (817)431-9636Phone (817)379-5258Fax (817)825-3860Mobile OWNER StateOfTexas 2501Sw820Loop FortWorth,TX76133-2300 AVAILABLEINSPECTIONS LetterofCompliance(Irrigation)(required) TCEQBackflowCertificationSubmit (required) BackflowDeviceInspection(required) MISC.IrrigationInspection(required) PlumbingCustomerSeviceInspection (required) PlumbingFinal(required) INFORMATION County Tarrant NOTICES ALLworkmustbedoneincompliancewiththe2006INTERNATIONAL PLUMBINGCODE. PLANSUBMITTAL:WHENPLANSAREREQUIREDBYCODES, ORDINANCES,ORASDETERMINEDBYTHEBUILDINGOFFICIAL,THREE (3)SETSOFPLANSSHALLBESUBMITTEDINHARDCOPYFORMAT. ENGINEERSEALEDPLANSANDCALCULATIONSSHALLBESUBMITTED ASREQUIREDBYCODES,ORDINANCESORWHEREOTHERWISE REQUIREDBYSTATELAW. READANDSIGN IHEREBYCERTIFYTHATTHEFOREGOINGISCORRECTTOTHEBEST OFMYKNOWLEDGEANDALLWORKWILLBEPERFORMEDACCORDING TOTHEDOCUMENTSAPPROVEDBYTHEBUILDINGDEPARTMENTAND INCOMPLIANCEWITHTHECITYOFGRAPEVINECODESREGULATING CONSTRUCTION.ITISUNDERSTOODTHATTHEISSUANCEOFTHIS PERMITDOESNOTGRANTORAUTHORIZEANYVIOLATIONOFANY CODEORORDINANCEOFTHECITYOFGRAPEVINE. IFURTHERCERTIFYTHATALLWORKTHATISREQUIREDTOCOMPLY WITHANYFEDERAL,STATE,AND/ORLOCALLAWREGARDINGENERGY CONSERVATIONWILLBEPERFORMEDINACCORDANCEWITHTHOSE LAWS,ANDTHATVERIFICATIONOFENERGYCODECOMPLIANCESHALL BESUBMITTEDTOTHECITYUPONREQUEST. SignatureDate MYGOV.USCityofGrapevine|PLUMBING-IRRIGATIONPERMIT|PLIRR-19-1243|Printed06/05/19at5:07p.m.Page1of2 Vicki Hecko From: City Inspections < Sent: Wednesday, May 29. 28I94:I9PK4 To: Vicki Hecko Subject: RELEASE 3499 Grapevine Mills Pkwy. [Incident: 190529-001257] Recently you requested assistance from our team. Below is a summary of your request and our response. This incident has now been solved. Subject RELEASE - 3499 Grapevine Mills Pkwy. Response Email (05/29/2019 04:18 Pm) Response By Email (Kimberly J) (05/29/2019 0418 PM) Thank you for contacting Oncor regarding an inspection release. Your request has been completed. Confirmation # 129-2945 Note: If providing confirmation to a customer, please refer to this as the last seven digits of the ESI ID Best Regards, Kimberly J Oncor Inspections Team Delivering Excellence There is no Confirmation Number listed in your response. Vicki Hecko Building Inspections City of Grapevine 1 JUN 4 2019 CITY'OF GRAPEVINE BACKFLOW PREVENTION ASSEMBLY TEST AND MAINTENANCE REPORT NAME OF PWS: GRAPEVINE ANNUAL TEST IRRIGATION PWS I.D.# 2200013 OTHER 1 NAME OF BUSINESS WHERE DEVICE IS jLOCATED: 4M TE��C�S LJ��D��6T�f`A�UAC i� r I QYI ADDRESS OF SITE SERVICED: 3 a' rohevem;n i 11-0 PI VA 6 A��TX ;76651 PLUMBING PERMIT IF APPLICABLE: # %,P 4 -1,3 TESTER LICENSE NUMBER: �d Q 4,S q EXPIRES: DATE OF LAST TEST GAUGE CALIBRATION: 70 1 6l l THE BACKFLOW PREVENTION ASSEMBLY DETAILED BELOW HAS BEEN TESTED AND MAINTAINED AS REQUIRED BY TCEQ REGULATIONS AND IS CERTIFIED TO BE OPERATING WITHIN ACCEPTABLE PARAMETERS. TYPE OF ASSEMBLY REDUCED PRESSURE PRINCIPLE _PRESSURE VACUUM BREAKER V DOUBLE CHECK ATMOSPHERE VACUUM BREAKER MANUFACTURER: 11 SIZE: MODEL: SERIAL NUMBER: PHYSICAL LOCATION OF METER. _-J B 5c 'ke– Q r REDUCED PRESSURE PRINCIPLE ASSEMBLY PRESSURE VACUUM BREAKER DOUBLE CHECK VAL EMBLY AIR INLET CHECK VALVE 1ST CHECK 2ND CHECK RELIEF VALVE Fjr,y 1a '14 Za �Z, Open at psid psid DC-�lo�e�Tight fE_I9ged Tight Initial RP _psid Opened at Did not open Leaked Test psid Leaked Leaked Repair Materials E DC-Closed Tight Opened at Opened at Closed Tight psd RP psid psid _psid The above? is certified to be true. TESTERS FIRM NAME: Atxdrs 2t4(� TIg01��rS ^� 2 q ADDRESS: Q�y `J�3�� CITY/STATE/ZIP: 14 0 Qsfr 1 1J, �r2S1 DATE: PHONE NUMBER: 9 170 !:;,z I C, A PRINT NAME:DoLv i SIGNATU /r—��� DOUBLE CHECK VALVE INSPECTION MUST B CALLED FOR INSPECTION AT(817) 410-3010 O 10FMS�DS REGISTP%TICN FORM'.iTCEO F<CKI LO.:TERER FE,T TRAT!GN.dl,. II/RTRe J.15.111.2110 Cole Construction, Inc . 10315 Alta Vista Road,Fort Worth,TX 76244 817431-9636 817-379-5258 FAX Date: June 3, 2019 To: City of Grapevine Re: TCEQ—Irrigation System—Green Ribbon Project, Hwy 2499 From SH26 To Denton Creek This letter is to inform you the Irrigation System for The City of Grapevine, Green Ribbon Project, 3499 Grapevine Mills Parkway,Grapevine,Texas-the Permit#is 19-1243 has been installed in accordance with all applicable State and Local laws, ordinances, rules, regulations and orders. I, Kenneth Thorne, Irrigators license #LI0002373, have tested the system and determined that it has been installed according to the irrigation plan for the Project listed above, and is properly adjusted for the most efficient application of water at this time. /rs, President �P.0 OF Cole Construction, Inc. • •9 * .... H f U � ' Providing our Customers with Performance, Quality and Integrity- Since 1985 CITY'OF GRAPEVINE BACKFLOW PREVENTION ASSEMBLY TEST AND MAINTENANCE REPORT NAME OF PINS: GRAPEVINE ANNUAL TEST IRRIGATION PWS I.D.# 2200013 OTHER NAME OF BUSINESS WHERE DEVICE I LOCATED: Te)CaS [JED��TTt AA$Aoi 'Fn"rf ON ADDRESS OF SITE SERVICED: 3"9 6ktg.tevtke S U �wpGJ_ t_'Rerj"X5I PLUMBING PERMIT IF APPLICABLE:: # TESTER LICENSE NUMBER: _51 DDO EXPIRES:—10• 7-4 azZ) DATE OF LAST TEST GAUGE CALIBRATION: THE BACKFLOW PREVENTION ASSEMBLY DETAILED BELOW HAS BEEN TESTED AND MAINTAINED AS REQUIRED BY TCEQ REGULATIONS AND IS CERTIFIED TO BE OPERATING WITHIN ACCEPTABLE PARAMETERS. TYPE OF ASSEMBLY REDUCED PRESSURE PRINCIPLE _PRESSURE VACUUM BREAKER :V/DOUBLE CHECK _ATMOSPHERE VACUUM BREAKER MANUFACTURER: 1�JV W dS SIZE: —II of n L MODEL: 3r ) SERIAL NUMBER: 'l O O PHYSICAL LOCATION OF METER. r i REDUCED PRESSURE PRINCIPLE ASSEMBLY PRESSURE VACUUM BREAKER OUBLE CHECK VALV AIR INLET CHECK VALVE ' BL 1sT CHECK 2NDCHECK RELIEF VALVE Q �e 6a2r t ` DC IoS*JTight losed Tight Opened at open at_psid _psid Initial _RP _psid Did not open leaked Test _psid Leaked Leaked Repair Materials —` - Used D�e Test DC-Closed Tight Opened at Opened at After Closed Tlght Repair _RP_ psid _psld _psid —psid AAA-flow above Is certl(led to be true. TESTERS FIRM NAME:�t1dPaPS �aC�C-��QI ,-9il.N1�' �b1�Y ADDRESS:: RD, &5L 51t332- CITYISTATE/ZIP:_1A 0 U 72SA DATE: 6-.Zolli PHONE NUMBER: a 521 o$ iL 1 s PRINT NAMEb4u 111 eas SIGNATU ED FO DOUBLE CHECK VALVE INSPECTION MUST B CALLR INSPECTION AT(817) 410.3010 0,".MSOS.1.ISTWION IORMSILEO aACaLOW TE M4 NN:IS1N1Nd1 N< t t'MR...10,1146.zno Scanned by CamScanner SPRINKLE 'N SPR. T IRRIGATION/LANDSCAPE/HARDSCAPE DBA/Cole Construction Inc. 10315 Alta Wste Road,Fat Worth,TX 76244 IRRIGATION SYSTEM CERTIFICATE OF COMPLETION This certificate of completion must be presented to the Irrigation Inspector prior to the issuance of a final inspection. This certificate will be kept as a part of the inspection records for this project. The Licensed Irrigator must sign date and seal with his/her irrigator seal issued by the Texas Commission Environmental Quality in accordance with Title 30,Texas Administrative Code, Chapter 344, Section 344.43. PROJECT ADDRESS / PERMIT NUMBER �— �,l�Gds / �'_cUfa / �12 The following requirements have been completed and/or provided to the property owner: ❑ A written warranty(Section 344.72). ❑ Maintenance, alterations or repairs and a list of materials used, and any warranty, if provided (Section 344.72 (c)). ❑ A"final walk-through"with the owner or owner's representative to explain operation of the system (Section 344.63 (1)). ❑ For new installations, the irrigation system owner is given the maintenance checklist, which includes the following (Section 344.63 (2)): (A) Manufacturer's manual for the automatic controller. (B) Seasonal (spring, summer,fall, winter)watering schedule. (C) List of components, such as the nozzle, or pump filters and other components that require maintenance and the recommended frequency for service. (D) The statement, "This irrigation system has been installed in accordance with all applicable state and local laws, ordinances, rules, regulations or orders. I have tested the system and determined that it has been installed according to the Irrigation Plan and is properly adjusted for the most efficient application of water at this time." ❑ A permanent waterproof sticker attached to the automatic controller with the following information (Section 344.63(3)): (A) Irrigator's name (B) License Number (C) Company Name (D)Telephone Number (E)Warranty Period dates from to ❑ The Irrigation Plan indicating the actual installation of the system provided to the irrigation system owner(Section 344.63(4)) By signing, dating and affixing my TCEQ issued Irrigator's Seal to this Irrigation System Certificate of Completion, I am certifying that I am in full compliance with the Texas Commission on Environmental Quality(TCEQ) Title 30 of the Texas Administrative Code, Chapter 344. 1 DO DEPOSE AND SAY THE ABOVE INFORMATION IS TRUE AN;igator-Sigr)RR TCEQ Irrigator Seal ,�� OF T ,�L �.P••.•••••• , TC Lure v *: .... 4... K 10RNE , at P•i Sf0 iFt�� Rev.06/2019 DocuSign Envelope ID: 09B0BA27-73C5-4127-B4C4-23A4C0803938 6/ 4 / 2 0 1 8 6/ 4 / 2 0 1 8 SHEET QUANTITIES 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 NORTH PROJECT LAYOUT 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 A B C D FM 2499 FM 2499 FM 2499 FM 2499 FM 2499 FM 2499 ST A R S & S T R I P E S W A Y GR A P E V I N E M I L L S B L V D GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY GRAPEVINE MILLS P K W Y GRAPEVIN E M I L L S P K W Y A B DC A B C D NORTH AREA A 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 AREA 'A' EXISTING CONDITIONS/ EROSION CONTROL STA. 0+00 TO STA. 5+16 FM 2499 S T A R S & S T R I P E S W A Y GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY A B C D NORTH AREA B 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 AREA 'B' EXISTING CONDITIONS/ EROSION CONTROL STA. 5+16 TO STA. 13+10 FM 2499 G R A P E V I N E M I L L S B L V D GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY A B C D NORTH AREA C 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 AREA 'C' EXISTING CONDITIONS/ EROSION CONTROL STA. 13+10 TO STA. 21+03 FM 2499 GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY A B C D NORTH AREA D 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 AREA 'D' EXISTING CONDITIONS/ EROSION CONTROL STA. 21+03 TO STA. 28+97 FM 2499 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 PLANTING NOTES & LEGEND PLANTING NOTES: PART 1 - GENERAL 1.01 SCOPE A.This work includes all minor leveling of planting areas, soil preparation, and planting. Furnish all labor, materials, equipment and services required as herein specified and indicated on the drawings. Refer to planting details on plans and TxDOT specifications and General Notes. 1.02 RELATED WORK SPECIFIED ELSEWHERE A.General Notes within the Specifications and TxDOT Specifications. 1.03 QUALITY ASSURANCE A.General: Comply with applicable federal, state, county, and local regulations governing landscape materials and work. B.Employ only experienced personnel familiar with required work. Provide adequate supervision by qualified foremen. C.Provide quantity, size, genus, species, and variety of trees, shrubs, ornamental grasses and groundcover indicated and scheduled for landscape work and complying with applicable requirements of ANSI Z60.1, American Standard for Nursery Stock. D.Plant Measurements: Measure trees with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements six inches above ground for trees up to and including 4" caliper size, and twelve inches above ground for larger sizes. Measure main body of all plant material of height and spread dimensions, do not measure from branch or root tip-to-tip. E.Inspection: Plants shall be approved by the Owner's Representative before planting, for compliance with requirement for genus, species, variety, size, and quality. Owner's Representative retains right to further inspect plants for size and condition of balls and root systems, insects, injuries, and latent defects, and to reject unsatisfactory or defective materials at any time during progress of work. 1.04 DELIVERY, HANDLING AND STORAGE A.Delivery of Plants: Do not prune prior to delivery, except as approved by Owner's Representative. Provide adequate protection of root systems from drying winds and sun. Do not bend or bind-tie trees in such a manner as to damage bark, break branches, or destroy natural shape. Provide protective covering during delivery. Any tree in full leaf will be sprayed with anti-desiccant prior to delivery. B.Plant Delivery per TxDOT specifications. Deliver plants after preparations for planting have been completed and plant immediately. C.Do not remove container grown stock from containers before time of planting. D.While awaiting planting do not store any plant materials on concrete, asphalt or any surfaces which reflect large amounts of heat during storage. 1.05 JOB CONDITIONS A.Timing: Tree planting shall not take place June through August, except as approved by the Landscape Architect/Engineer. A planting schedule shall be submitted to the Landscape Architect/Engineer for approval. 1.06 REPLACEMENT OF PLANTS A.Reference TxDOT specifications for plant replacement. B.Replace all plant materials that are dead, dying, unhealthy or unsightly as determined by the Owner's Representative. Replacements shall be in accordance as set forth in the TxDOT General Notes and Specifications. The cost of replacements is at the Contractors expense. Material is to be replaced within ten (10) days of written notice by Owner's Representative. C.Contractor shall remove all wrapping materials per tree planting details and remove staking at the end of the 12 month maintenance period. PART 2 - PRODUCTS 2.01 TOPSOIL A.Native Topsoil: Existing topsoil shall be screened to omit rocks and rock chips over 2" diameter, as well as trash, vegetation, and debris at the site will be used. If sufficient quantities of onsite topsoil are not available, offsite sources may be used upon approval of the Landscape Architect/Engineer. 2.02 SOIL AMENDMENTS TO EXISTING TOPSOIL A.Fertilizer for Trees and Shrubs and Ornamental Grasses: a.Tree Fertilizer shall be Sustane Granular (or approved equal). The Tablets shall be spaced evenly around the root ball approximately 8 inches below grade, next to the root ball. b.Shrub and Ornamental Grasses Fertilizer shall be Sustane Granular (or approved equal). The Tablets shall be spaced evenly around the root ball approximately 1 / 3 the depth, next to the root ball. c.Specification submittal: Submit a sample label or specification of the fertilizer proposed to be used for approval of the Landscape Architect/Engineer. B.Fertilizer for Seeded areas: a.General- Fertilizer shall be a commercial product, uniform in composition, free flowing, and suitable for application with TxDOT approved equipment. Fertilizer shall be delivered to the site in fully labeled original containers. Fertilizers which has been exposed to high humidity and moisture, has become caked or otherwise damaged making it unsuitable for use will not be acceptable. b.Initial Planting Application- Fertilizer for the initial planting application shall be of N-P-K ratio of 8-2-4. The phosphorus component must be derived from monoammonium phosphate to stimulate vigorous development of new roots, stolons, and rhizomes. The fertilizer shall be applied at a rate of nine (9) pounds per one thousand (1000) square feet (400 pounds per acre). c.Timing- The initial planting application of fertilizer for seeded areas shall be applied after the soil preparation, but not more than two (2) days prior to turfgrass planting. Fertilizer shall be applied over sodded areas after planting, but not more than two (2) days later. d.Post Planting Application- Thirty (30) days after planting, seeded areas shall receive the specified post planting fertilizer at the rate of one (1) pound of nitrogen per one thousand (1,000) square feet ( 45 pounds per acre). e.Timing- Post planting fertilizer will be determined by the owner / owner's representative if it is too late in the growing season for the post planting application. In the event that the timing is too late, the application shall be made in the spring of the next year, or the cost of the application may become a credit due to the Owner. f.Post Planting Maintenance- Areas without a uniform stand as specified shall due to the Owner. f.Post Planting Maintenance- Areas without a uniform stand as specified shall receive subsequent applications of fertilizer, as described above, every thirty (30) days minimum or as recommended by manufacturer, until a uniform stand is achieved. C.Compost: 1.Shall follow the TxDOT specification and General Notes for "General Use Compost" (GUC). a.Sample and Specification Submittal: Submit a producer's specification and a one (1) quart sample of the compost proposed to be used for the Owner's approval. D.Mulch: Shall be shredded hardwood or shredded cedar bark, free of sticks, stones, clay or other foreign materials. 1.Submittal: Submit a one (1) quart sample of proposed mulch for approval by Owner. E.Weed Controller: Shall be Round-up as manufactured by Monsanto, Inc., or approved equal. F.Water: Water shall be available at the site via irrigation system and furnished in accordance to TxDOT specifications. Water required in connection with planting will not be furnished by the City. The Contractor is responsible for water connections and all items required to irrigate the temporary or permanent irrigation system. Reference the City's General Requirements for irrigation meters. 2.03 TEMPORARY IRRIGATION B.The seeded area shall be irrigated with temporary irrigation until seed is accepted. Reference TxDOT General Notes for Vegetative Watering. 2.04 PLANTING SEED A.Tillage:: Prior to planting Seed, the area to be planted shall be prepared by removing all existing plant growth. Existing vegetation should be removed by tilling the area to be seeded to a depth of 4 inches using means acceptable to TxDOT or a heavy duty disc / chisel type breaking plow with chisels set not more than ten (10") inches apart. Initial tillage shall be done in a crossing pattern for double coverage, then followed by a disc harrow. B.Cleaning: The soil shall be further prepared by the removal of debris such as weeds, rubbish, and stones larger than two (2") inches in diameter. C.Final Preparation: After tillage and cleaning, all areas to be seeded shall be leveled and dragged with a weighted spike harrow or float drag. The required results shall be the elimination of ruts, depressions, humps, and objectionable soil clods. 2.05 PLANTING SOD A.Tillage:: Prior to planting Sod, the area to be planted shall be prepared by removing all existing plant growth. Existing vegetation should be removed by tilling the area to be sodded to a depth of 4 inches using means acceptable to TxDOT or a heavy duty disc / chisel type breaking plow with chisels set not more than ten (10") inches apart. Initial tillage shall be done in a crossing pattern for double coverage, then followed by a disc harrow. B.Cleaning: The soil shall be further prepared by the removal of debris such as weeds, rubbish, and stones larger than two (2") inches in diameter. C.C.Final Preparation: After tillage and cleaning, all areas to be sodded shall be leveled and dragged with a weighted spike harrow or float drag. The required results shall be the elimination of ruts, depressions, humps, and objectionable soil clods. D.Laying Sod: Prior to laying the sod, the planing 2.05 TREE STAKING A.All trees shall be staked and guyed per the tree planting detail(s) shown in the plans. At the end of the 12 month maintenance period, the Contractor shall remove all stakes and guys. 2.06 PLANT MATERIAL A.General: Provide container grown plant materials, except as otherwise indicated, grown in a recognized nursery in accordance with good horticultural practice, with healthy root systems developed by transplanting or root pruning. Provide only healthy stock free of disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, or disfigurement. Trunks will be centered in root ball. Pruning cuts larger than 1/2" will be cause for rejection of plant material. If Contractor proves that container grown trees of the specified type and size are unavailable the Landscape Architect/Engineer may approved balled and burlapped stock or make substitutions. B.Plant Name and Location: The names and locations of all plants are noted in the drawings. The nomenclature of all plant materials is per Hortus Third by L. H. Bailey. Plant materials not conforming with these two references will be rejected by the Landscape Architect/Engineer. C.Quality and Size: All plant materials shall be first class representatives of their normal species or variety unless otherwise specified. They shall have a habit of growth that is normal for the species and shall be healthy, shapely, well-rooted, and vigorous. All plant materials shall be free from insect pests, plant diseases, and injuries. The containers and balls of all plants delivered to the site shall be free from any weeds or grasses which could be considered noxious or objectionable; i.e., nutgrass or Johnsongrass. ALL PLANT MATERIALS SHALL BE EQUAL TO OR EXCEED THE MEASUREMENTS SPECIFIED ON THE PLANTING PLAN WHICH ARE THE MINIMUM ACCEPTABLE SIZES. They shall be measured after pruning with the branches in normal position. The requirements for measurement, branching, grading, quality, balling and burlapping of plants specified generally follow the code of the standards currently recommended by the American Association of Nurserymen, Inc., in the American Standards for Nursery Stock. D.Label at least one tree of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. E.Rejection of Plants: Owner's Representative shall approve plants prior to planting. Reference TxDOT standard specifications to determine plant rejection. 2.07 REQUIREMENTS FOR CONTAINER GROWN STOCK A.General: Provide healthy, vigorous, well-rooted plant materials established in container in which they are sold. Provide balled and burlapped stock, when required trees exceed maximum size recommended by ANSI Z60.1 for container grown stock. B.Established container stock is defined as a plant (tree/shrub) grown in or transplanted into a container and grown in the container for a length of time sufficient to develop new fibrous roots, so that root mass will retain its shape and hold together when removed from container (minimum of 6 months). C.Containers: Use rigid containers which will hold ball shape and protect root mass during shipping. Provide trees established in containers of not less than minimum sizes recommended by ANSI X60.1 for kind, type, and size of trees required. PART 3 - EXECUTION 3.01 PLANTING A.Cooperate with other contractors and trades working in and adjacent to landscape work areas. Examine drawings which show development of entire site and become familiar with scope of other work required. B.Layout individual tree locations and areas for multiple plantings. Stake locations and outline areas and secure Landscape Architect/Engineers acceptance before start of planting work. Make minor adjustments as may be requested by Landscape Architect/Engineer. 3.02 LAYOUT A.Location and spacing for plants and outline of areas to be planted shall be as denoted by stem location or by notations on the plan. All tree planting locations shall be staked by the Landscape Contractor and shall be approved by the Owner's Representative prior to digging the planting pits unless directed otherwise. B.Delivery of Plant Materials: Plants shall be packed and protected during delivery and after arrival at the site, against climatic, seasonal, wind damage, or other injuries, and at no time shall be allowed to dry out. C.Protection of Plant Materials: All plants shall be handled so that roots are adequately protected at all times from drying out and from other injury. The balls of balled plants which cannot be planted immediately on delivery shall be "heeled in" for protection with soil mulch, straw, or other acceptable material. D.Setting the Plants: All plants shall be planted in pits, centered, and set to touch such depth that the finished grade level at the plant after settlement will be the same as that at which the plant was grown. Each plant shall be planted upright and faced to give the best appearance or relationship to adjacent plants or structures. No burlap shall be pulled out from under balls or balls broken when taken from containers. All broken or frayed roots shall be cut off cleanly. Reference TxDOT specifications for Bed Outlines and Plant Location markings. 3.03 PLANT PIT EXCAVATION A.Reference TxDOT specifications for specific excavation instructions. B.Excavate pits, beds, and trenches according to drawings with sloped, rough sides. Leave soil in bottom of pit undisturbed. Avoid creating smooth or glazed sides of pit. Do not excavate tree pits until preliminary approval has been obtained from the Owner's Representative. C.Dispose of unsuitable subsoil removed from landscape excavations. Do not mix with planting soil or use as backfill. D.Obstructions: If rock, underground construction, or other obstructions are encountered in excavation for planting of trees, notify Owner's Representative. New locations may be selected by Owner's Representative, or change order may be issued to direct removal of obstructions to depth of not less than 6" below required planting depth upon approval by the Owner. E.Drainage: Test planting pits for adequate percolation. If subsoil conditions indicate retention of water in planting areas, or if seepage or other evidence indicating presence of underground water exists, notify Owner's Representative before backfilling. A change order may be issued to direct installation of drain tile or other measures beyond drainage requirement indicated upon approval by the Owner. F.Fill excavations with water and allow to percolate out before setting trees. 3.04 TREE PLANTING A.Existing topsoil where stated on landscape plans will be used for tree planting. B.Before mixing and placing, clean existing topsoil of roots, plants, sod, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth, and dispose of off site. Use only existing soil from the site as backfill. C.Tree Planting Pits: 1.All tree planting pits shall be a minimum of two times larger in diameter than the root ball, as shown on the planting detail(s). 2.Tree planting pits shall be backfilled with the soil excavated from the tree pits unless the soil is contaminated by lime stabilized subgrade. If the topsoil is contaminated, remove and replace with clean topsoil. D.Setting and Backfilling: 1.Set plant stock on undisturbed soil, plumb and in center of pit or trench with top of ball two (2") inches above finished landscape grades. Remove burlap from top of root ball as shown on detail(s). Remove any nylon, plastic, or wire materials completely. Remove pallets, if any, before setting. Do not use stock if ball is cracked or broken before or during planting operation. When set, place specified backfill around base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. When excavation is approximately 2/8 full, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer of backfill. E.Set container grown stock as specified for balled and burlapped stock, except remove container before setting. Carefully remove cover and sides of wooden boxes after partial backfilling so as not to damage root balls. F.DO NOT construct water retention basins around tree pits. G.All plants will be mulched after planting with a three (3”) inch deep layer of mulch material entirely covering the area around each plant. Mulch shall not be piled around trunk. Root flare must be visible after mulching. H.Install drip irrigation bags as per manufacturers instructions, where irrigation system is not provided. I.Unless otherwise directed by Landscape Architect/Engineer, do not cut tree leaders, and remove only injured or dead branches. Any pruning shall be in accordance with standard horticultural practices. Stake trees per detail immediately after planting. If after pruning, the plant has become misshapen or changed in appearance, the plant will be rejected. 3.05 CLEANUP A.After all planting operations have been completed, remove all trash, excess soil, empty plant containers and rubbish from the property. All scars, ruts and other marks in the ground caused by this work shall be repaired and the ground left in a neat and orderly condition through the site. Contractor shall pick up all trash resulting from this work no less frequently than each Friday before leaving the site, once-a-week, and/or the last working day of each week. All trash shall be removed completely from the site. B.The Contractor shall leave the site area broom clean and shall wash down all paved areas within the Contract area, leaving the premises in a clean, safe condition. Gulf Muhly 'Regal Mist' Blonde Ambition Grass 1 gal. 1 gal. full, 36" O.C. full, 18" O.C. Weeping Love Grass 1 gal.full, 24" O.C. Dwarf Yaupon Holly 'Bordeaux'3 gal.full, 36" O.C. Russian Sage 3 gal.full, 36" O.C. Abelia 3 gal.full, 48" O.C. Seed Mix - Cellular Fiber Mulch Buffalo Grass Texas Sage 3 gal.full, 60" O.C. Kwanzan Flowering Cherry Vitex 'Shoal Creek' Crape Myrtle 'Catawba' PLANT LEGEND Size/RemarksScientific NameCommon Name Cont. SizeSymbol 45 gal. 45 gal. 45 gal. Hydromulch 5 lbs of Solid Sod Prunus serrulata 'Kwanzan' Vitex agnus-castus "Shoal Creek' Lagerstroemia indica 'Catawba' Leucophyllum hybrid 'Heavenly Cloud' Abelia x 'Edward Goucher' Muhlenbergia capillaris 'Lenca' Eragrostis curvula Bouteloua gracilis 'Blonde Ambition' Ilex vomitoria 'Bordeaux' Perovskia atriplicifolia Bouteloua dactyloides 2" caliper, as shown 8'-10' Ht. x 4'-5' W. 8'-10' Ht. x 4'-5' W. Multi-trunk, 3" caliper, 3-5 canes, full. 8'-10' Ht. x 4'-5' W. Multi-trunk, 3" caliper, 3-5 canes, full. Habiturf / Thunder Turf seed per 1,000 sq. ft. - Douglas King Seeds [ dkseeds.com (888) DK-SEEDS ] - Bladerunner [ info@bladerunnerfarms.com (888) 717-445 ] Yaupon Holly 45 gal.Ilex vomitoria 8'-10' Ht. x 4'-5' W. Multi-trunk, 3" caliper, 3-5 canes, full. Kaleidoscope Abelia 3 gal.full, 36" O.C.Abelia x grandiflora 'Kaleidoscope' Within two days of soil preparation and initial fertilzing apply the seed mix at a rate of five pounds per one thousand (1,000) square feet as described in the General Notes. Note: Habiturf / Thunder Turf is available from the Douglas King Seeds, Native American Seed and Bladerunner. - Thunder Turf is available from Native American Seed [ www.infoseedsource.com, (800)728-4043 ] Note: All trees & shrubs are to be container grown 3.06 MAINTENANCE A.General: 1.Perform the minimal items as stated in the TxDOT standard specifications. 2.Correct defective work as soon as apparent or as directed by Owner's Representative. 3.All debris (including clippings, leaves, etc.) shall be removed from project site. 4.Coordinate with irrigation contractor to ensure functional irrigation system. Notify Project Landscape Architect/Engineer should any conflicts arise. Temporarily irrigate all areas that do not have automatic irrigation system until fully established. 3.07 PROTECTION No heavy equipment shall be moved over the planted areas unless the soil is again prepared, graded, leveled, and replanted. It will be the responsibility of this Contractor to protect all paving surfaces, curbs, utilities, plant materials, and any other existing improvements from damage. Any damages shall be repaired or replaced at no cost to the Owner. END OF NOTES FM 2499 S T A R S & S T R I P E S W A Y GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY A B C D NORTH AREA A 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 AREA 'A' CONSTRUCTION LAYOUT/ PLANTING PLAN STA. 0+00 TO STA. 5+16 Point Northing Easting 1 7039048.307 2417315.810 2 7039173.080 2417328.572 3 7039278.670 2417336.049 4 7039370.929 2417337.768 5 7039418.338 2417339.410 6 7039609.361 2417340.385 7 7041280.499 2417202.479 8 7041321.280 2417186.480 9 7041658.565 2417193.393 10 7041761.442 2417205.848 11 7041298.015 2417183.834 FM 2499 G R A P E V I N E M I L L S B L V D GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY A B C D NORTH AREA B 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 AREA 'B' CONSTRUCTION LAYOUT/ PLANTING PLAN STA. 5+16 TO STA. 13+10 FM 2499 GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY A B C D NORTH AREA C 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 AREA 'C' CONSTRUCTION LAYOUT/ PLANTING PLAN STA. 13+10 TO STA. 21+03 FM 2499 A B C D NORTH AREA D 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 AREA 'D' CONSTRUCTION LAYOUT/ PLANTING PLAN STA. 21+03 TO STA. 28+97 PLAN VIEW EXPOSING COVERED ROOT FLARE TREE PLANTING AND STAKING PLAN VIEW EXPOSING COVERED ROOT FLARE MULTI-TRUNK TREE PLANTING AND STAKING12 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 SITE DETAILS ORNAMENTAL GRASS PLANTING 12" CONCRETE LANDSCAPE EDGE SHRUB AND MIXED PLANTING DETAIL PLANTING LAYOUT 1 2 4 3 9 D R O FFOWTNILC A PESDNAACERDL R XTEFO GER I A T S TE A S E T TC CETSI H 9 71 SITE DETAILS FM 2499 S T A R S & S T R I P E S W A Y GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY A B C D NORTH AREA A AREA 'A' IRRIGATION PLAN STA. 0+00 TO STA. 5+16 FM 2499 G R A P E V I N E M I L L S B L V D GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY A BCD NORTH AREA B AREA 'B' IRRIGATION PLAN STA. 5+16 TO STA. 13+10 FM 2499 GRAPEVINE MILLS PKWY GRAPEVINE MILLS PKWY A B C D NORTH AREA C AREA 'C' IRRIGATION PLAN STA. 13+10 TO STA. 21+03 FM 2499 A B C D NORTH AREA D AREA 'D' IRRIGATION PLAN STA. 21+03 TO STA. 28+97 IRRIGATION DETAILS IRRIGATION NOTES E D S T A T E OF TEX A S RETSIGE R REENGNELANO I SSEF O R P I 59235 JOSEPH E. BRADLEY E D S T A T E OF TEX A S RETSIGE R REENGNELANO ISSEF O R P I 59235 JOSEPH E. BRADLEY FM 2499 GRAPEVINE MILLS BLVD GRAPEVINE MILLS PKWYGRAPEVIN E M I L L S P K W Y NORTH