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HomeMy WebLinkAboutOrdinance 3604 ORDINANCE NO. 3604 CASE SUP 2019-19 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS, AMENDING THE COMPREHENSIVE PLAN AND THE COMPREHENSIVE ZONING ORDINANCE BY APPROVING A SPECIAL USE PERMIT TO ALLOW TWO DETENTION/RETENTION STORAGE FACILITIES TO BE LOCATED AT 7109-7201 EDEN ROAD AND 8751 HIGHTOWER DRIVE; PROVIDING THAT THIS ORDINANCE SHALL BE CUMULATIVE OF ALL ORDINANCES; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A PENALTY FOR VIOLATIONS HEREOF; PROVIDING A SAVINGS CLAUSE; PROVIDING FOR PUBLICATION; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of North Richland Hills, Texas is a home-rule municipality located in Tarrant County, Texas acting under its charter adopted by the electorate pursuant to Article XI, Section 5 of the Texas Constitution and Chapter 9 of the Local Government Code; and WHEREAS, the Zoning Ordinance of the City of North Richland Hills regulates and restricts the location and use of buildings, structures, and land for trade, industry, residence, and other purposes, and provides for the establishment of zoning districts of such number, shape, and area as may be best suited to carry out these regulations; and WHEREAS, the City Council has previously passed an ordinance adopting a Comprehensive Land Use Plan Map as the primary document on which to base all zoning, platting, and other land use decisions; and WHEREAS, the owner of the property located at 7109-7201 Eden Road and 8751 Hightower Drive (the "Property") has filed an application for a Special Use Permit for a detention/retention storage facility; and WHEREAS, the Planning and Zoning Commission of the City of North Richland Hills, Texas held a public hearing on September 5, 2019, and the City Council of the City of North Richland Hills, Texas, held a public hearing on September 23, 2019, with respect to the Special Use Permit described herein; and Ordinance No. 3604 SUP 2019-19 Page 1 of 4 WHEREAS, the City has complied with all requirements of Chapter 211 of the Local Government Code, the Zoning Ordinance of the City of North Richland Hills, and all other laws dealing with notice, publication, and procedural requirements for rezoning the Property; and WHEREAS, upon review of the application, and after such public hearing, the City Council finds that granting the request herein furthers the purpose of zoning as set forth in the Zoning Ordinance of the City of North Richland Hills and that the zoning change should be granted, subject to the conditions imposed herein; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, TEXAS: Section 1: That the Zoning Ordinance of the City of North Richland Hills is hereby amended by approving a special use permit to authorize two detention/retention storage facilities on 9.982 acres of property described as Tracts 4B1 and 4E, JB Edens Survey, Abstract 499, and Lot 1, Block 17, Stoneybrooke Addition, commonly referred to as 7109-7201 Eden Road and 8751 Hightower Drive as described and shown on Exhibit "A," attached hereto and incorporated for all purposes. Section 2: The City Council finds that the information submitted by the applicant pursuant to the requirements of the Zoning Ordinance is sufficient to approve the Special Use Permit in accordance with the Land Use and Development Regulations, set forth in Exhibit "B," and the Site Plan Exhibits, set forth in Exhibit "C," both of which are attached hereto and incorporated for all purposes. Section 3: That the official map of the City of North Richland Hills is amended and the Planning Director is directed to revise the official zoning map to reflect the approved special use permit, as set forth above. Section 4: The use of the property described above shall be subject to all applicable regulations contained in the Building and Land Use Regulations and all other applicable and pertinent ordinances of the City of North Richland Hills. Section 5: This Ordinance shall be cumulative of all provisions of ordinances and of the Code of Ordinances of the City of North Richland Hills, Texas, as amended, except when the provisions of this Ordinance are in direct conflict with the provisions of such ordinances and such code, in which event the conflicting provisions of such ordinances and such code are hereby repealed. Ordinance No. 3604 SUP 2019-19 Page 2 of 4 Section 6: It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, and phrases of this Ordinance are severable, and if any section, paragraph, sentence, clause, or phrase of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining sections, paragraphs, sentences, clauses, and phrases of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this Ordinance of any such unconstitutional section, paragraph, sentence, clause or phrase. Section 7: Any person, firm or corporation violating any provision of the Zoning Ordinance and the zoning map of the City of North Richland Hills as amended hereby shall be deemed guilty of a misdemeanor and upon final conviction thereof fined in an amount not to exceed Two Thousand Dollars ($2,000.00). Each day any such violation shall be allowed to continue shall constitute a separate violation and punishable hereunder. Section 8: All rights and remedies of the City of North Richland Hills are expressly saved as to any and all violations of the provisions of any ordinances governing zoning that have accrued at the time of the effective date of this Ordinance; and, as to such accrued violations and all pending litigation, both civil and criminal, whether pending in court or not, under such ordinances, same shall not be affected by this Ordinance but may be prosecuted until final disposition by the courts. Section 9: The City Secretary is hereby authorized and directed to cause the publication of the descriptive caption and penalty clause of this ordinance two times. Section 10: This ordinance shall be in full force and effect immediately following publication as required by Section 9 hereof. AND IT IS SO ORDAINED. PASSED AND APPROVED on this 23rd day of September, 2019. CITY OF RTH IC LAND/HILLS: By: Oscar T evi , ay Ordinance No. 3604 SUP 2019-19 Page 3 of 4 ATTEST: ro '• r :ram Alicia Richardson, City Se'd,ry •c *���, rrli!!/Ip1111I i111111�ti APPROVED AS TO FORM AND LEGALITY: Maleshia B. McGinnis, City Attorney APPROVED AS TO CONTENT: Clayton C stock, Planning Director Ordinance No. 3604 SUP 2019-19 Page 4 of 4 Exhibit A—Property Description—Ordinance No. 3604 Special Use Permit Case SUP 2019-09 Tracts 4B1 and 4E JB Edens Survey,Abstract 499 Lot 1, Block 17,Stoneybrooke Addition 7109-7201 Eden Road and 8751 Hightower Drive, North Richland Hills,Texas WHEREAS Builders Funding MGT, LP and Dennis and Lisa Denson are the owner of all that certain 9.982 acres of land, which is all of Lot 1, Block 17, Stonybrooke Addition, recorded in Cabinet A, Slide 4915, recorded in the Public Records of Tarrant County, Texas (P.R.T.C.T.), a one-acre tract recorded in Document Number D217067196, P.R.T.C.T., and a 4.995-acre tract recorded in Document Number D218060095,P.R.T.C.T.,in the J.B.Edens Survey,A-499,City of North Richland Hills,Tarrant County,Texas, and more particularly described by metes and bounds as follows(all bearings shown hereon are based on the south line of the said 4.995-acre tract); BEGINNING at a 5/8-inch iron rod with an aluminum cap found for the southwest corner of the herein described tract, common to the southwest corner of said 4.995-acre tract, in the east line of Block 3, Stoney Ridge, recorded in Cabinet A,Slide 3161, P.R.T.C.T.; THENCE North 00 degrees 05 minutes 25 seconds East passing at a distance of 13.87 feet a 1/2-iron rod with a cap stamped "MOAK" found for the northeast corner of Lot 4, of said Block 3, Stoney Ridge,then passing at a distance of 229.49 feet a 1/2-inch iron rod with a cap stamped"MOAK"found for the northeast corner of Lot 1, of said Block 3, Stoney Ridge, in the south right-of-way line of Hightower Drive (68 foot right-of-way),then passing at a distance of 297.99 feet a 5/8-inch iron rod with a cap stamped "DOWDY" found for the southeast corner of Lot 29, Block 15,Stoneybrooke Addition, recorded in Volume 388-164, Page 37, P.R.T.C.T., in the north right-of-way line of said Hightower Drive, continuing for a total distance of 489.67 feet to the northwest corner of the herein described tract; THENCE North 89 degrees 03 minutes 32 seconds East—887.38 feet to the northeast corner of the herein described tract,common to the northeast corner of said one acre tract,in the centerline of Eden Road; THENCE along the centerline of said Eden Road the following courses: South 00 degrees 00 minutes 55 seconds East — 151.81 feet (called 152.00 feet) to the southeast corner of said one acre tract; South 00 degrees 04 minutes 41 seconds East—99.39 feet to the northeast corner of said 4.995 acre tract; South 00 degrees 15 minutes 21 seconds West— 245.05 feet (called 245.28 feet) to the southeast corner of the herein described tract, common to the southeast corner of said 4.995 acre tract and a five acre tract conveyed to John and Nona Durant, recorded in Volume 4045, Page 628, P.R.T.C.T.; THENCE South 89 degrees 05 minutes 44 seconds West passing at a distance of 21.63 feet a 1/2-inch iron rod found in the west right-of-way line of said Eden Road, continuing for a total distance of 887.21 feet (called 887.29 feet)to the POINT OF BEGINNING and containing 9.982 acres of land. Exhibit B—Land Use and Development Regulations—Ordinance No. 3604—Page 1 of 2 Special Use Permit Case SUP 2019-09 Tracts 4B1 and 4E JB Edens Survey,Abstract 499 Lot 1, Block 17,Stoneybrooke Addition 7109-7201 Eden Road and 8751 Hightower Drive, North Richland Hills,Texas This Special Use Permit (SUP) shall adhere to all the conditions of the North Richland Hills Code of Ordinances, as amended, and the base zoning district of R-2 Single-Family Residential. The following regulations shall be specific to this Special Use Permit. Where these regulations conflict with or overlap another ordinance, easement, covenant or deed restriction, the more stringent restriction shall prevail. A. Permitted land uses. A special use permit is authorized for two detention/retention storage facilities on the property. B. Site development standards. The construction of detention/retention storage facilities is subject to the following. 1. Construction of the detention pond is subject to final approval of the engineering plans, including safety measures, by the Development Review Committee and City Engineer. 2. The detention pond must be landscaped in accordance with Chapter 114—Vegetation of the Code of Ordinances and this Exhibit"B."The landscape plan is subject to final approval by the Development Review Committee. 3. The detention pond outlet structure may be located less than fifty (50) feet from a property line. 4. The side slopes of the detention pond may exceed a 5H:1V slope. If vertical walls are included,the walls must be constructed and/or faced with natural stone. 5. The embankment for the outfall structure may be located over twelve inches above the surrounding ground. 6. The owner must execute a detention/retention storage facility maintenance agreement in conjunction with the approval of the final plat for the property. 7. The owner must execute a Developer's Maintenance Agreement with the City for erosion control at the time of final plat. The agreement shall terminate upon completion of the project. C. Amendments to Approved Special Use Permits. An amendment or revision to the special use permit (SUP) shall be processed in the same manner as the original approval. The application for an amendment or revision shall include all land described in the original ordinance that approved the SUP. The city manager or designee may approve minor amendments or revisions to the SUP standards provided the amendment or revisions does not significantly: 1. Alter the basic relationship of the proposed uses to adjacent uses; 2. Change the uses approved; 3. Increase approved densities, height, site coverage, or floor areas; Exhibit B—Land Use and Development Regulations—Ordinance No. 3604—Page 2 of 2 Special Use Permit Case SUP 2019-09 Tracts 4B1 and 4E JB Edens Survey,Abstract 499 Lot 1, Block 17,Stoneybrooke Addition 7109-7201 Eden Road and 8751 Hightower Drive, North Richland Hills,Texas 4. Decrease on-site parking requirements; 5. Reduce minimum yards or setbacks; or 6. Change traffic patterns. Exhibit C -Special Use Permit Exhibits-Ordinance No. 3604 - Page 1 of 13 1 / I/ k'----s• 4s-;'r L . DETENTION POND DESIGN (2 YR EVENT) DETENTION POND DESIGN (100 YR EVENT) r ti' LE i!i ` J bp4"'- {/ •A 6441642y4 F I ! m DETENTION TO BE EAST.ED SUCH THAT PRE-DEVELOPED FLOWS ARE D DETENTIONI TO TO BE E PROVIDEDSUCH THAT PRE DEVELOPED FLOWS ARE O ng [ / ._.._.._.._._ �._...--r.._.._.�.._.._.._.. �N!-. .._.._.. ! MANTMIED TO THE AST. # o ; i 644.0 L643.8 642.8 z §�_ _ N T OMPRE)•16.0 CPS 0100tPRE)•34.9 CFS O m= 1 % A • i 02iBYPASs,•R.3 CFS GMMf8YPA5s,•26.9 CFS j t+ I I�,...--I( • �;.� J'`^ I ! 02(ALLOW BCE)•OPRE-OBTPASS•16.D-12.} }.7 CFSI OHMIALLOWABLE)•OPRE-OBYPASS•34.9-26.9 8.0 CFS� IVI '' .i S N i I(BY TH I Cj l a--( i m,' Gz To PONo: atoo ro PONo: a to I- €g 4 -! 2 I f�_,/ I ! AREA•O}•U•A4 • 2.93 ACRES AREA•OS•AS•A{ • 2.93 ACRES �l L` )j HY'•�` 1 1 TC •15 MN TC •15 MIN '< __ C •0.55 O B_ 0 €Y myi • C•0.% 0100•15.5 cis I`�\C�ll lu\l d NORMAL WATER Lot 2 ; oz•T.tcis '✓ I f SURFACE - 637.0 W ;! a g s i F ij3135INR 22,43' Q D t I I 1'1 TW 642.0 I' L * 1 - [ i g X00IPIED RATIONAL METHOD , .9 m BW 638.5 TW 642.0..-.r ;%TW 641.0 A (YT O1 R00227EO RATIONAL B00000 ---'Graphical 9umury ter Nufmum Required 9torege--- u "/ ---Gra phical ry Los Maximum AequlretlSg ---I .SAr640.5 ! method 11 1 642.5 BW 639.0 . 1 ,�. •• 0-CSA•Uxxlte Conwzeion, Where Converalon-43560/()2'3600)• ' v, Where Coovezeloa-13560/ I12'3600) Q I / -_ V : 636 I Nim _ "'� t 1, I !� '• • 'C,RETURNOs]A.0..oeler: 100 n I Allwabl.outnow:e.00 efa • V IIi i • 'C'td o*t.otlY:x O -I Allowable Outflow,3.70 ef.-----• • 'e']1tliVataent-l.000I Kequlxad Bterwe__192 ae-rt-- -'C' tl7u.taretx 1.000 I Esquires]Storage: .083 se-/t I).aI51� M peek Inflow: 11.39 cfe mtF1.,;`t` /J Peek Inflow: 5.23 ef. • - • xYGFile: 300r:iO �11IHV��[, `L .RYG tile: 2 yr 1D�! a 'o' A I i 1 oA I kn.vn H..e+•.rx+m J II :r• ; G I -- _- Td-.4500 Sr. I Retain Freq: 100 yr Cl) L}. .4/ il c. is]-.4333 hre 1 eeturn EY.g:2 yi Appro=.Duration for Mn.Storage----/ C sdi•factot:1.000 Lot i � r 1./ 1 / Approx.Duzatino for Max.Storage------/ C adj.Lactor:1.000 CO ILI I A _ - .. e'. .I I"�� � ;, R I ti E I-.2500 nr. Q Tc-.2500 hre I-9.6000 in/hr Area-2.930 acres } :� /'//r I� I-/.400o in/nr Acu-2.9]0 acre .0-15.60 efa Ihlghta e-.ss J X2 11 p��` '64 0.3 N+�% �Lv1! b S 0-7.15 cis wel9hted C-.550 I. MighAdjust.C-.550 a J_ Adjusted C-.550 �� �3. N /�►��Ir' i / 1 CUT 61.34 I 1 Required Storage = /II it ��,. s•"::, I Required Storage =s=x= .19�aei i x i x. d..4500 7.0090hre in/hr O Q Z O 6�=��i �I oIB /�40'4�l ,�� /, I I .DB3 ac-ft Td.3.219 hr. Nam ._', ., -I V I 3 2191 in/hr • x= 0-13.39 e[s - � IR�,11 :rM __=====I:x x x x X X X r X a G-5.23 efe =I= I- d �� 640 6 ���iiim. i� _; s; U En ' i( ��� T a 1 .� 9322 ,aI • G-e.00 cf. w U Z By/ �' ��)_ ys.^,__ 9ez._ _' i-1 G-ow O eb o = (Al1o0 00 01w) 1.1111111111111 9� Mrre'r r L o x (A low.auizlow). o Z CI. U l..\�._ ' - `.±J 1 ! s, 101'TO SCALE K n m NOT TD®fALE x Q Z • a/ r Org "I • \ PROPOSED OUTFACE> j I ' 11 « K = o o • - - -- - -- -- -- - - - ZU w Q r' -,---'' STRUCTURE I 1 t2, sobs hr. T 0 z w _� ' `'0 -- .�Pit v U - C\ -._I �'-- ""'--"f 640.3 ; 11 LEVEL POOL ROOTING 8Vl0NRY LEVEL POOL ROUTING 90NNARY _ y..�I _ ETU Div -C:\Ouzo\Keith\Docunenta\ 'p "' V E� G�©�_$&I. 12 .-� }1 1 ! V Inflow ETC file-vork_pad.hy9-POND 10 Co 2 yr ETU Dlr -C:\0sera\Keith\7000 SOte\ i J -! �•LL y.�-II �r.I,x{ / ! 1 Outflow NYC file-roxkyad.Ayq-POND 10 OUT 2 yr Inflow HYG Lila-veskyad.hyg-POND 10 IN 100 yr . /An r I, 1.1, F - Outflow MFG file-vork_pad.hyq-POND 10 OUT 100 yr Pond Node Data-POND 10 M'i i S i Pond Volume Data-POND 10 Pond lode Data-POND 10 >r „r c c DETENTION POND A Pend Outlet Data.Outlet 1 - Pond Velum.Data-POND 10 Pond Outlet Data-Outlet 1 }' i ~ No Infiltration 2 'd „'mqq" w g No Infiltration %o g�.ny. mk INITIAL CONDITIONSZ - INITIAL CONDITIONS rW myy - Starting w1 11ev 637.00 ft ---------------- 5'W =g S i Starting Volum. .000 ae-ft Starting wB Elev 637.00 ft JL, l-g 2 Starting Outflow .00 of. Starting Volume .000.e-ft W Peg _ Starting IOfiltr. .00 of. Storting Outflow .00 of. starting Total Gout .00 of. Starting Infiltr. .00 of. 0_O g Time Increment .0500 hr. Starting Total Pout .00 eLs U. Cg. 2 Time Increment .0500 hr. p W .roe..a..ue.11 V [iv[[.cx. INFWN/OUTFLOW HYDROGRAPH soNNARY i g x lIIIE - I0700S/OPTXSCR HYDRDGPAPH SDNNARY f0 r'..s..1.11.01 a as ro - 'w ..u.AKER o 11.1 roro Peak Inflow - 5.23 efe at .2500 hre peak Inflow - 11.39 cf. at .2500 Or. -.ra gnl.lrK..0 Peat Outflow - 2.89 efe at .5500 hr. Put Outflow - 5.0]cfa at .6000 hre W e e-e ..a a 0 w.rt-:-[r Peak Elevation e 638.08 ft - n r r .i w k' 1...• .w w 0 / =-k 9toxege- .312 ac-ft Peek elevation 639.22 ft •<-1` / Peak Storage- .266 ac-ft y m m a.ar� / r o E it' C �'CT- SITE GRADING LEGEND MO en a .ro . . stF L.r. m.as.w FF-T'WISHED FLOOR r" • TP-TOP PAVEMENT 71-TOP INLET NOTES. TG-TOP ORATE INLET m TC-TOP CURB STRU STURF PETAIN 0..a m. GT-GUTTER EARTHEN SIDE SLOPES FDR DETENTION UTILITY RELOCATION NOTE: �\ POND ARE TYPICALLY 5.I IF ANT EXISTING UTILITY POLES. POWER POLES. 11,111 FG-FINISHED GRADE GUY WIRES.TELEPHONE UTILITES. ETC. ARE FOUND TO-TOP WALL TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. POND SUBRADE PREPARATION SHALL BE AS FOLLOWS: W4411 "- BR-BOTTOM HALL I I I IMPORTANT!I I THE CONTRACTOR SHALL CONTACT THE APPROPRIATE y'i. FL.FLOW LIME CONTOURS REPRESENT FINISHED GRADES.ALL UTILITY COMPANY AND COORDINATE THE RELOCATION OF THE LINER FOR THE LAKE SIDES AND BOTTOM SHALL BE CLAY. THE CLAY MATERIAL mmmillSFLOW DIRECTION UTILIZED FOR THE IMPERVIOUS POND LINER SHALL BE CONSTRUCTED OF CL OR CH PAVING SHALL BE EXCAVATED TO SUBGRADE PER ANY AND/OR ALL SUCH UTILITIES 1N0 SPECIAL PAY,. SOILS. ALL MATERIAL SHALL HAVE A PLASTICITY INDEX IP1,OF GREATER THAN 20 TYPICAL PAYING SECTIONS. AND A LIOUID LIMIT ILL,OF GREATER THAN 50. ALL CLAYS MUST BE APPROVED BY THE PROJECT SOILS ENGINEER. CLAY MUST CONSIST OF ON-SITE MATERIAL OR NOTES. -690 EXISTING ELEVATION ION CONTOUR OFF-SITE MATERIAL IF NO CLAY IS AVAILABLE OR IF ON-SITE MATERIAL IS NOT ALL EXCAVATION. TRENCHING AND SHORING OPERATIONS SHALL COMPLY SUFFICIENT. WITH THE REOUI REMENTS OF THE U.S. DEPARTMENT OF LABOR. OSHA. EARTHEN SIDE SLOPES FOR DETENTION -690-PROPOSED ELEVATION CONTOUR CONTRACTOR SHALL EXCAVATE TO SUBGRADE AND SUBGRADE SHALL BE FREE OF POND ARE TYPICALLY 4.1 15.1 ABOVE "CONST. SAFETY AND HEALTH REGULATIONS". VOL. 29. SUB PART P. DR OR OTHERFOREIGN DEBRIS. ANY AREAS THAT ARE TW FEITAANDY SAND PG. 128-137. AND ANY AMENDMENTS THERETO. R GRAVEL PROVEDDBE OVER-EXCAVATED BY A MINIMUM TWO OF FEET AND REPLACED NORMAL POOL LEVEL FDR WET PONDS). WITH AN APPROVED CLAY SOIL AS DESCRIBED ABOVE. TREE PROTECTION- AFTER COMPACTION OF THE SUBGRADE THE CONTRACTOR SHALL SPREAD THE SELECTED CONSTRUCTION NOTES: 5 CLAY SEAL. THE IMPERVIOUS LINER SHALL BE A MINIMUM OF 2 FEET IN COMPACTED POND TO HAVE A CONSTANT WATER SURFACE PLACE ORANGE VINYL FENCING THE TOP FOUR 14', INCHES OF TOP SOIL SHALL BE REMOVED SCALE r.20. _ THICKNESS AND SHALL BE CONSTRUCTED IN LAYERS NOT TO EXCEED EIGHT IS, INCHES AND SHALL BE SUPPLEMENTED WITH CITY ALONG TREE CANOPY/DRIP LINE,. FROM SITE AHD STOCKPILED FOR LANDSCAPE USE. ALL CUT III CRITICAL III ; mmmmmm IN COMPACTED THICKNESS. COMPACTION SHALL BE A MINIMUM OF 95%OF ASTM D698 METERED WATER TO MAINTAIN THAT LEVEL. OR FILL SLOPES TO BE 4H:1Y DR FLATTER UNLESS - AND THE MOISTURE CONTENT CIFTHE MATERIAL SHALL BE 0-3%ABOVE OPTIMUM. POND SMALL ALSO BE AERATED BY USE OF •GRADING AROUND PROTECTED TREES SHALL BE OTHERWISE NOTED. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE 0 e 0m .m MEN CONSTRUCTION OF THE IMPERVIOUS POND LINER IS COMPLETE. THE POND FOUNTAIN OR BUBBLER. LIMITED TO OUTSIDE OF TREE PROTECTION- AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR i SHALL BE FILLED WITH WATER AND KEPT FULL FOR AT LEAST 48 HOURS PRIOR TO NO GRADING INSIDE OF PROTECTIVE FENCING AREAS WITHIN PUBLIC R.0.W. WILL BE HYDROMULCHED IS COOLETELY RESPONSIBLE FOR LOCATING ALL EXISTING MAKING THE TEST OF IMPERVIOUSNESS. AND/OR CURLEX MATTED AFTER CONSTRUCTION AS UTILITIES. BOTH HORIZONTALLY AND VERTICALLY.BEFORE SHEET DIRECTED BY ENGINEER. THE COMMENCEMENT OF ANY CONSTRUCTION. C1.01D ...1345.002 DET POND A.dgn 7(10/2019 1"1609 PM - - Exhibit C-Special Use Permit Exhibits -Ordinance No. 3604- Page 2 of 13 ���yyy o I DETENTION POND DESIGN (2 YR EVENT) DETENTION POND DESIGN (100 YR EVENT> 0 �J� ___ O i'F DETENTION TO BE PROPPED SUCH THAT PRE-DEVELOPED FLOWS ARE I ;<�// 542� -- -' + DETENTION TO BE FRONDED SUCH THAT PRE-DEVELOPED FLOWS ARE MANTASED TO THE SOUTH. I \ MM+TAIEO TO THE SOUTH. O�T Z I / 1 021PRE)•31.4 CFS 0100IPREl•69.4 CFS O v^�u` E w m / n I ( I. 02(BYPASS)•6.1 CFS I CFS 0100IALLOWSABLE)3•}OPRE-OBYPASS•69.4 -13.3•L56.1 CFS I nI1 V m ,, '7 6A 6 n I 02[ALLOWABLE)•OPRE-OBYPASS•31.4-6.1.125.3 CFS 0100 TO POWU I_ p' ' 1111111"��� 7" '/`j __ x6 T._-_._6p 02 TO POND: o 4'x2' BOX Higl o ce TTCCEA•• 4 MOmS•06•Bl•82.07• 3.45 ACRES AREA�.4•LO«S•O6•R1.R2.07• 13.03 ACRES O J E m C•0.55RilFL 640.80 i i JC 02 °'w}CFS 0100.67.3 CFSCli J TW 642.8 / o o IFTW 644.4 - '-� - is a BW 641.8 a R�� ` BW 644.4 k--- -- D =N ri - 9- ; ' 643 -- j� 642 • ray - .(�/ MODIFIEDRATIONAL MET MODIFIED RATIONAL Required ILL O x.II, �7 `/ Fla •A�; "('•-. NOD • ____Graphical Summary for Maxlmwn Aequlretl Storage---- \7 U THOD '� .,.....,..-7. fff,.111��.T•`�1. / �-@4I TW 643.9 644.1 ----Graphical Summary for maximum Required Storage--- x 643.4 640.B ---- (Method I Method I _� 640.9 x6°m y/.•: �' BW 641.0 �� l� TW 643.3 / TW 64 3.3 0-CiA•Omits Conversion; Where Conversion-43560/ (12•3600)• •0-CIA•Oni=.conve=•Son) Where Conversion-43560/ 112'36001 1 -_ BW 641.0 \ CONSTRUCT BW 641.0 1 `�\ RETURN FREQUENCY: 100 yr I AllowAble Outflow: 56.10 Cf, • III \\ (CHANNEL 2' WIDE PILOT // • RETURN uatm.El1Cy: 2 yr I 605ui rAllowab7A Outflow: 25.30-ftcfs • • 'CI Adjustment: 1.000 I Required Storage: .294 a°-ft�-• Lot 4 ! 'c� •Wejustment: 1.DDD I Required etora9e: .131 ae-ft Lot 6 TW 643.3 • ' .• : Peak Inf1cwI 57.34 cfs BW 641.0\ \ /. ' TW 643.3 • Iwo Pule: 22yr80 cfs • * .HYO File: 100 yr • I i BW 641.0 995 AOR Lot 5X ' " co x 6 • DI6Li 14LJE D F806d1 a�. \• FP 644/�, p01 0 I Td- .3833 hes I Return Frog: 2 yr Td-.3833 Rrs I Return E'ae9: 300 yr OC. Nc. 0;181�6Ch e ;' =0 j7' WN x6 D I Op2nSpac•• / Approx. Duration for Max. Storage / C Atlj.faeCoi:1.000 /'-'---Approx. Duration for Ham. Storage / C adj.faetor:1.000 co W Z -I LT I wry Tc- -2733 hrs g m '1� LT I L I T') To. .2733 hit I-9.2065 in/hr Ana-13.450 Hares J TW 643.3 D&U E I-4.2032 in/Rr AEON-13./s0 cent Q-68.67 Ufa Weighted d C-.550 D_ J BW 641.0 WEIR TW 643.3 D.31.35 Ufajuszea - :sso z z FL 640.30 BW 641.0 . Weighted C- .550 2 __ _TW 643.3). E --- - - Required Storage I Required Storage W Z 6d3 BW 642.5 / TW 643.3 .131 ac-ti TO-.3833 hxs .294 -tt Td-.3833 hr. 0 F ZQ 0 i-3.4sB9 in/he I I-7.6876 Sn/hc I- 0_ -64z 1 �, ' BW 642.5�'3 x x x x x: I C*0 x x R x x x: Q.zs.BD af, R x x x x• I x:x x x x x A x R Q.s7.34 nfa 6 a i ' xI - xI - U W U Z 0:.5 1 L� -XBVO-..-..-'----_• 6 -� • i x x O 0-56.10 CE. Z 0 64+� '4,'- 641 61•m. 0 0-25.30 cfs • o x (Al1or.Outflor) f- W F TW 642.0 4'° r.r 'TW 642.0- • x a x (Al1or.Outflow) BW 642.0 Lot 9X =-...' R BW 642.0 a x xx ° •_e.�-_ o= z O NOT TO SCALE .x a O NOT TO SCALE O W O I- Open Space & D.E. .....-4-- .x x z o \I .3893 hrs T LIJ LL 6a .3886 hrs T W -----1 DETENTION POND OUTF ALL ?W QQ7 U S 8 9:05' 4 4 11 V V/ . 2 11 ' LEVEL POOL ROUTING SUMMARY LEVEL POOL ROOTING SOMO+RY HIV Dir -C:\Deers\Keith\DOc+xnente\ EYG Dir ' -C:\.hers\Keith\DOeuments\ Inflow EYG file-workyad.hy9-POND 30 IN 2 yr Inflow HIV file-werk_pad.hy9-POND 30 IN 100 yr Outflow HYG file-work_pad-hyq-POND 30 OUT 2 yr Outflow RIG file-wo=k_ped.hyq-POND 30 OUT 100 yr DETENTION POND B Pond Node Data-POND 3D Pond Node Data-POND 30 Pond Volume Data-POND 30 Pond Volume Data-POND 30 - 1r•' M _ Pond Outlet Data-Outlet 1 Pond Outlet Data-Outlet 1 ;6 g IA- :!CRITICAL !I! ii:i:Isi SITE GRADING LEGEND No Infiltration No Infiltration r LOCUTIONS OF Er(STING UTILITIES ARE APPROPRIATE 1-ANC APE BASED ON PUBLIC RECORDS. THE CONTRACTORINITIAL CWDITIONBnOFF•FINISHED FLOOR INITIAL CONDITIONS OIS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING N�TP-TOP PALEMENT - ¢ aoTI-TOP STATT TH COMME EMEN HOFIANYTCONS ANC VERTIC4LLT.BEFORE Startin WS Elev 640.30ft ?3gTHE Cp1AENCEMENi OF ANY CONSTRUCTION. Starting WB Elsv fi10.30ft 9 TC-TOP GRATE INLET 9Lrting Volume .000 sa-ft9ta=tlnq Volume .000 eC-fi TC-TOP CURBetertinq Outfior .00 cfsStarting Outflow .00 of. J K gGT-GUTTER8tarting IDf11tr. .OD°!, Starting Infiltr. .00 cfsW _FG•FINISHED GRADE TW.TOP WALLUTILITY RELOCATION NOTE: Starting Total Oout .00 cfs9taztinq Total DDUt .00 CLaaO ' BW-BOTTOM WALL Time Increment .OS00 nrs rise Increment .OS00 hra LL g FL FLOP LINE IF ANY EXISTING UTILITY POLES.POMER POLES. Y� l! W FLOW DIRECTION GUY TIRES.TELEPHONE UT IL(TES.ETC. ARE FOUND E TO BE IN COP.L I[T MI7N THESE CONSTRUCTION PLANS. INFLOW/OUTFLOI AYDROGRAPH SOAO4ARY INFLOW/OOTPLOR HYDAOGAAPB 90,DARY THE CONTRACTOR SHALL CONTACT THE APPROPRIATE -Fn90- EXISTING ELEVATION CONTOUR UTILITY CO AND COORDINATE THE RELOCATION OF Peak Inflow - 25.80 eft at .3000 hrs Peak Inflow 57.34 Cfa at .3000 hr. ANY AND/OR ALL SUCH UTILITIES INO SPECIAL PAY). Peek Outflow - 24.39 en At .4000 Rte Peak Outflow 54.00 cfs At .4000 hr. -69D PROPOSED ELEVATION CONTOUR - Peak Elevation - 641.97 St Q - Peak Elevatiod 641.29 ft m Pack storage- .195 aC-ft Peek Storage- .285 se-ft ^ _-vm6 9® _- -s 3 SCALE 1"F.20' 0 y 6 - y TREE PROTECTION- s I PLACE ORANGE VINYL FENCING 0 0 u ^w s CLERIC TREE CANOPY/DRIP LINER eGRADING AROUND PROTECTED TREES SHALL BE LIMITED TO OUTSIDE OF TREE PROTECTION- n NO GRADING INSIDE OF PROTECTIVE FENCING _ 11• 8• _ 11. �%.r e4es°:r+i4 NOTES: '� CENTERED •� V L°uc.Tii'Ai*.ECHH re, m r TOP OF WALL/BERM 643.00 TOP OF MALL 643.00 EARTHEN SIDE SLOPES FOR DETENTION POND ARE TYPICALLY 5:l p 100 YR WS 641.9T -,'•c- ' T•Y"•'y IIIIMPORTANT!!! c _I 1 •-- •1- wE1R BOTTOM.640.30 CONTOURS REPRESENT FINISHED GRADES.ALL IE w """"-..-Q PAYING SHALL BE EXCAVATED TO SUOGRADE PER L" POND BOTTOM 640.]D TYPICAL PAYING SECTIONS. POND BOTTpI 640.l0 ME IR BOTTOM•640.30 -win twLR �C o wER:uuTING TOP OF FOOTING 639.30 ALL EXCAVATION. TRENCHING AND SHORING OPERATIONS SHALL COMPLY TOP OF FOOTING 639.30 o -19AD o ti WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR. OSHA. BUM. Di FOOTING 638.30 STN.OF FOOTING 638.30 "CONST. SAFETY AND HEALTH REGULATIONS". VOL. 29. SUB PART P. PG. 128-13T. AND ANY AMENDMENTS THERETO. CONCRETE WALL NOTES: 1_ 1 MALL SUBCRAGE TO BE 30 S.F.ROCK RIP-RAP COMPACTED TO 95%STANDARD 1. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE I -12"STONES a 12' PROCTOR DENSITYI CONSTRUCTION NOTES: B►7Nl(IN FRONT OF STRENGTH OF 3.000 PSI AND BE 5%AIR ENTRAINED. AND BEHIND WALL) THE TOP FOUR 14•H INCHES OF TOP SOIL SHALL BE REMOVED 2. ALL REINFORCING STEEL SHALL CONFORM TO 4STM A-615. GRADE 60 FROM SITE AND STOCKPILED FOR LANDSCAPE USE. ALL CUT 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 & OUTFALL WEIR DETAIL OUTFALL WEIR SECTION. c OR FILL SLOPES TO BE 414:IV OR FLATTER UNLESS DETAILED IN ACCORDANCE WITH ACI 315. NOT TO SCALE O DTNERNISE NOTED. 4. REINFORCING SPLICES SHALL NOT BE LESS THAN 36 BAR DIAMETERS. NOT TO SCALE x 5. ALL REINFORCING STEEL SHALL HAVE MIN. 2" COVER FROM FORMS/GROUND. AREAS WITHIN PUBLIC R.O.W. MILL BE HTDRDM1LCHED 6. CONCRETE SHALL BE IN PLAC SEVEN DAYS MINIMUM PRIOR TO BACKFILLING. SHEET AND/OR CURLED MATTED AFTER CONSTRUCTION AS '4 7. CHAMFER ALL EXPOSED EDGES UNLESS NOTED OTHERWISE. DIRECTED BY ENGINEER. C1.01 F ...V45.002 DET POND B.dgn 7/10/20191'21.19 PM Exhibit C-Special Use Permit Exhibits -Ordinance No. 3604 - Page 3 of 13 B "rat r { M.,. .+ )'r• '; R. f ,, u_ )• '$ ) 0 Y I. Keith M. Hamilton, a Professional Engineer registered in the State of Texas. have _j 3. ►' ). v=. _.5), ) •{ re ared this drainage studyin compliance with the latestpublished requirements. and e. O z 8 n 8 p.D 9 P q criteria of the City of North Richland Hills. and hove verified that the topographic -,; _,_- _ "• -- _ _ „_,,,,,,. - Q =m information used in this study is in compliance with said requirements and is otherwise r^ -» £ - , F giE suitable for developing theis workable Plan of Drainage which can be implemented through w • . a li proper subsequent detailed construction planning. S Signature P.E. • 87384 7 .` , w� i-weii ISCALE r'.1SD' i 9 µ..in. _ _- lain !: g 16 DRA IAGE AREA COMPUTATIONS - TIME OF CONCENTRATION DETERMINATION: ,�' _ _vy. y.. " -*' i - _- BASIS: (AREA B1I __ " :. �. ra`-- ,s, . S 0 •CIA IRationd Method) ,_�.... ._.__..., ,. 0•Storm 6schar (cubic feet per second) ' C •runoff coefficient.based on land use CHANELIZED FLOW n •0.030(short gross) ,- 'M s I•average rainfall intensity for tine of concentration * . i - 1F "., 'p- unches per ho.w) (per Technicd Paper No. 40) 500' II 13% time • 4.4 min. r', ;, 1 1 , 4q;, I , 4_»A• area cootrhotn5 mare (acres) ( � RUNOFF COEFFICIENT: . _. - }. \\\ 14,_ a. Tc • 15 • 4.4 • 19.4 minutes) `). tlit a. \Yi Q C • 0.30 Parks and Open Areas - ' n " (Ta used to determine rainfall intensity 99 - m "` L CD 2 C • 0.55 Senate Forney Residential -4"® C • 1.00 Roofs/Paved Areas STORM FREQUENCY. " Cf) F CC 5 Years - Enclosed Pipe System 1 3 - Z 100 Years - Combined Enclosed Pipe System • Street •R.O.W. m. - J Q TIME OF CONCENTRATION: A b.. J ag W Combination of'let time and time of Now n the train k: " ...; `a) Z Cl) 0 n being the tine for water to flow over the svfoca of the t d �,+ `n, W Q Q ground to the storm drain inlet bonito • of fade.if applicable) ( H Z Z MINIMUM INLET TIME OF CONCENTRATION: o'Y`- F- I `'`'I/ �'' __ U CO_ Res.9 elopes, Pork Areas 20 minutes - �"� /� -` _ i. I li Q W Resid U ❑ ent ol, Single Family IS minutes - l 3 Commerc tl, Business IO minutes krr'x-. ' a x £46.8" F W LEGEND € 't E,t '. yt, \i ". 2' ,..: 1 U Al DRAINAGE AREA . z,,.m.. ). ^ I �'_. F- O W :111.4--; ,\\+ yX FOR TIM . . 17 ' U Wmvm DRAINAGE DIVIDE " " '5 CONCENTRATIO ri/""'`�/ 3(PPE FLOW) *�.-� a.- • FLOW DIRECTION r... I ....,,.�;„ 'ARROW �aI-- WDRAINAGE NOTES . r P" S 4,1 ! i ,/e tt{�a O1. ALL DRAINAGE DESIGN IS IN ACCORDANCE WITH CITY OF NORTX Ktl - rZRICHLAND HlLS DESIGN CRITERIA MANUAL. . 64 D.3 �. 1 O R' )y _d ram. u3 a+'� Xm w :�,'� W a' ye }q i. lii F Y se h PRE-DEVELOPED SITE DRAINAGE DATA - - , i { 8 hi MARK AREA C Tc 11 Is In Iso I100 02 Os On Oso Om COMMENTS �• � - • _ . 5I (AC) I MIN. I 1 IN/HR 7(IN/HR)(IN/HR H IN/HR)I IN/HR I I CFS I I CFSI (CFS) (CFS 1 (CFS) fah• 01 3.05 0.55 15 4.4 5.6 7.7 8.7 9.6 7.4 9.4 12.9 14.6 16.1 TO STORM DRAIN (EAST) u.''..k ) -- ,1 ! _ u! 02 0.56 0.55 15 4.4 5.6 7.7 8.7 9.6 1.4 1.7 2.4 2.7 3.0 TO STORM DRAIN (EAST) )'- +� o 5, 'r _ Al 3.52 0.46' 15 4.4 5.6 7.7 8.7 9.6 7.1 9.1 12.5 14.1 15.5 TO STORM DRAIN (EAST) -"s " ," "' k r< I. 01.02 s .a3 ar . _ +A1 7.13 0.512 15 4.4 5.6 7.7 8.7 9.6 16.0 20.4 28.0 31.6 34.9 TOTAL TO EAST m-`:-av - >-' 063 12.49 0.55 15 4.4 5.6 7.7 8.7 9.6 30.2 38.5 52.9 59.8 65.9 TO 81 . t ,# 81 4.37 0.30 15 4.4 5.6 7.7 8.7 9.6 5.8 7.3 10.1 11.4 12.6 TO SOUTH " - '" `"� -� '` A, .F rr,,, 053-81 16.86 0.493 19.44 3.8 5.0 6.7 7.7 8.4 31.4 41.3 55.4 63.6 69.4 TOTAL TO SOUTH ,. ," S ., �n •? ;K '• F& 6 NOTES: - : :-. ,r = - . r 1. WEIGHTED C • [2.23(0.55)•1.29(0.30))/3.52 • 0.46 ` '.. `t "-":' Y 2. WEIGHTED C • [3.61(0.55)•3.52(0.46)]/7.13 • 0.32 I `., - r'1 ,d. 5.f. 3. WEIGHTED C - [12.49(0.55)•4.37(0.30)]/16.86 • 0.49 ',, s : ) ) - . SHEET 4. TC • 20 MIN (SEE CALCS THIS SHEET) , „, -w ,r . _ . - ._ - . 1 µ; C1.01A ..1345002 DA MAP PRE.dgn 7/1 01201 9 1.14.54 PM -- - Exhibit C-Special Use Permit Exhibits -Ordinance No. 3604- Page 4 of 13 I, Keith M. Hamilton, a Professional Engineer registered in the State of Texas, have ,,t - - • 0 a prepared this drainage study in compliance with the latest published requirements and -- E -- criteria of the City of North Richland Hills, and hove verified that the topographic ,a> '�information used in this study is in compliance with said requirements and is otherwise `" "` VIIMI suitable for developing theis workable Plan of Drainage which can be implemented through % F _ proper subsequent detailed construction planning. `i 8 li Signature P.E. • 87384 �' J »a m } � � � a ¢ SCALE I•.60' �. y� . -G -. ® D ' i (----- ,,,,, ,„ uo . 4 tar- \ ' � . ri - DRANAGE AREA COMPUTATP3HS f r _ BASS: , 7 0•CIA IRotiontl Method) 0•Storm discharge(cubic feet per second) =roc*sacs.,•can- -"*••,�,•=L- b^ -.$.• C •runoff Coefficient,basedexi,herd use Paper NO. 40> — ° < -average rainfall inlemilr r« time of concentration .ic c".T�.'• wl— e.r. _ —r_ V,..f \ ,} m e,, _ �T I' 1 1 "-�t \ flrR!I �`r 0- i ' •}l llllll "�' RUNOFF COEFFICIENT. r' �^ / I 1_:_..111-.----3''''S-1111.111.'.' �ir rn 2 C -0.30 Parks and Open Areas I ,C •0.55 Sin Fermi Residential ,' r•rn. O ' ..i II1TM.rC • 1.00 Roo s/Pave Areas , Aiic„ /STORM FREWENCY LEGEND G.II P.l�f'.'Tw r�si.c�.e - / ,' ! CC ^-" 1, { -- / ' 1� l Z I- 5 Yvors - E crowd Pye System _ ram-"; 1-- / 1--t_ _ ifilL PROPOSED g J Q 100 Years -combined Enclosed Ppe system street R.O.W, l ` ••-' / '' °�� DETENTION J LlJ THE OF CONCENTRATION: ql DRAINAGE AREA ° V 4 r. ' 1- - 1 i,} ., B1 J ::Arts II f tat5 / POND A = VI O rr n�e �.__ Z Combination of let time and time or flow in the drain /Y,_ .„„• ."' '`.;. I -I -_ �• - y IN�� W Q n ! Den the time 1« water to flow over the sar/ace of the n.�!r r g Z ground to the storm drain Net lansite • offsite,it appkcaDM> DRAINAGE DIVIDE : F ¢ .V ' - — - A4 _ �� EXIST. F Q MINIMUM INLET TIME OF CONCENTRATION: I - .�-" Y-%/""'`Z:,- _,. • ._ -.. fir 71;a: "- A3 ( (' ,�� (� (n= aK _.. I 1 �� 1 f����ft= —J e STORM DRAIN w V_ r .i-- ,� 11IIII �{ It l o Undeveloped.Park Areas 20 mnutes FLOW DIRECTION r i�v�v Tn II, ., lots/ 9 —� 1 I '')�• • T Z Q Residential.Sngis Family 15 mnutes ARROW - 0 i' .^ is'j -- w Commerud,Business H)mnutes "'. , Iittio it � �iy,,. �A -..70i-, .1!'%/ ---.. 4 l� 'r Ir ,�i el�� O W¢ O% �J�uv.�f O• '� -..sad walliirr i kµ-' r inn U Z w DRAINAGE NOTES: r � -l'-- .__L 1 W. * 4.,,tl I_ U W _ a.=i' >,- 1 _ p n. In 1. TYPICAL STREET SECTION SHALL BE 31'B-B W/6"CURB AND I -- I �, -- W I —'��f I GUTTER(STRAIGHT CROWN AND NOT PARABOLIC) 1 �t1 Z �r V - 1 , 1 U I— OtSTREET)•584.77•5.0.5(GUTTER •% STREET CAPACITY) B 3 •' MI- OtSTREET AT 0.652 MIN.GRADE)•47.1 CFS --- ,„ .-Yae.e ' I _ •W --_ 1 1 , (r ,51 �]� — -- y C 16 2. ALL DRAINAGE DESIGN IS IN ACCORDANCE WITH CITY OF - tll ..,. '11 IAt ti a' I B Z •( !1 n w I J•• - '- a "'�aaLLGlPYk µ, I •r NORTH RICHLAND HILLS DESIGN CRITERIA MANUAL. " I ill "` a Ict7 •„ , 1 Arc 2 I 111 1 la[ kii !1 ««� �� �" __ice _ -- _I _1I w... ilk i ...•.„........ / ,• i ,--'---- Al A n 11 i ;6-.8 a o V y.S�� lot 9X ADE = __ter° 44 gY1 w ' - ` - - PROPOSED M> V erg o n_ DETENTION ""ems POND B w� S _ a a Ixv W n a _o t N � o � s • a is 8 ?.YII' f/ _ x S R • INLET CAPACITY CALCULATIONS : ael Tom^ .• ,, 1'v j CURB OPENING INLET IN SUMP: O/L • 3.0 1� ._ Ce ^ '4 I*>, g,,:,'ev-' d° .; •-f:�� s "�' t, i p. m Where( a k .. g .�. y. - 0 • St«m Drainage Discharge (cfs) €, L •Length of Inlet Opening•(tt) - - f" n t. Y • (Depth of flow at Opening)(ft) For 10' Curb Inlet in sump - " ,, <.. 6" Depth (curb depth): Ocop • 10.6 cfs Via= s 8" Depth (ROW depth): Ocap • 16.3 cfs ,.;' - ? .' '�' I For 3' Drop Inlet: i� u?: 6" Depth: Ocap • 12 7 cfs • .Ali .+ ,,`:' - wtr T b 9" Depth: Ocap • 23.4 cfs k t "" r - For 6' Drop Inlet: 6" Depth: ()cap • 25.5 cfs SHEET 9" Depth: Ocap • 46.8 cfs C1.01B ...1345-002 DA MAP POSTdgn 7I10/20191 13'54 PM Exhibit C -Special Use Permit Exhibits - Ordinance No. 3604 - Page 5 of 13 BENCHMARKS: 2 i. PRIMARY BM:CITY O NORTH RICILANO HILLS SURVEY MARKER 408 T 0 BRASS DISK STAMPED CITY OF NORTH RICIMLAND HILLS BENCHMARK I 40B•SET IN TEH CENTERLINE OF A I!'CUT INLET AT TIE NV CORNER .'i 5.ALMS OF ME INTERSECTION OF STEPHANIE DRIVE AVE STORYBROCK DRIVE. O Z - STO.EVBRC(X(E 5001110, IELEV-628.8731 SITE BENCM4APot•53:AN•,•CUT IN TIE CURB ON THE EASDT SIDE E. tL : OF EDEN ROAD.APPROK MAIELY IB'•/-EAST OF TIE PE CORNER OF 1 g- PATRICIA UPCFURCFi THE SURVEYED PROPERI•T ELEV 644J5H ,`H F Ln .� OCC. NO. O2E4139%78 SITE BENCHMARK•52:AR•X•C T IN THE SE E RACER OF A 6 INLET a �.R.T.E.T. FOUND ON THE HEST SIppEE OF EDEN RORO APPROXIMATELY 23B'NM CR ' OF THE SE CORNER DF TFE SURVEYED PROPERTY IELEV a 639.2n = 0 K' r�p+ K N 51OETBACO Vl01TION ' T K 0` 11 VOI. 266 1 9 P;,. >: \ N 89.03 3 88 8 : /3� _ .,.. 1 \C d z _ - K�� �,Gov 6y. V� ---- -I- L5'U.E.IBA ixl.RAi: , -r - -•"`4. _ -r.-F -1 % I� \\. \\r iC SCALE Y••5D �" \ \1, I I : I I L. \\ 1 q .CUT R. Z W:; ! sY 11 f1 w 1 Jat3: 7 . .. >o D 8i= / P.¢... / ..Mr.° I I�.. .. .... ___1_. 11 wswr A �� U =9. 1 T MITY _-_-._- r 2.5' S.K. 'o 'Er ide.i�L�l..6Wls ..-1 I ;I i \ r 1/ .H i r� -._ ... .i_ // i BY THIS?LNR, Il' •,' sly-, j • LL F l �O-L.._.._ ( / i-. 1 I �N n'1ev 9g• pip (LICAT/OXS OF EXISTING unUT/ES ARE APPRoANATE 1` __ :L /-_ ' 1 F I AVD ARE BASED E5 PUBUC RFUN L THE CPVTRACTOR - / Cat 13- _ea... j' I 1/ / '.:Mr...SM.�,� j E ��"'^ / �{ ' I 1` I �i 1 1`' IS CD*P(ETELY RESPoNSIB.E FOR LOCAT/XC ALL EXIST/NG ,� ':b...�$13 B,/, -s'"" I/II /I I I 1' -, 1 1 5 'I`. i I I 1I 1 Lot 2' 1 1 UTIUT/E5.EOTH HORiZONTHIY 4M0 VERTONLY,BEFORE u 2 F ' - `, 1 / / �'-"�" F II Lat48 L }l✓o THE CONNENCENENT OF an COV'STRUCTIOX 171> ��rirn A I% j // _ M,.,�y off° N I , I I - �',IA �" pq N' II a1 I ��J- j'� .�� rE./. --- -- I/ - 1 __ -- I?lull'RFJ1Car10N NOTE, I � -•.-AL • -v, 5;6•1"E 7t_ ti ,� _..I I 1 /F ANY EXISTING orlon'NIXES.POWER POLES ,.5 Y - ._/-_--- ro FIRES TELEPHONE UTIUTES ETC.ARE FOND ` M`' " , -� ' _� ..J P -I I I I `E. w-• . TO BE IN CONFucr rww THESE CONSTRICTION Paws. ',..� .. o-- �'--- f,„-r-- --7` 9- ?_ � .,-.--� II .-_�`'--- 1 EIZ�' , ,i • ax CO I ��i�'i.P' r_` i I /tot! LBt7 Illi�I"I Lath II A II✓ d _f�T ; UrEurr com aarTRALTOR D DOCwwN THE REIGLATIION OFW�.'y _ 1 �, '1 ANY AND/OR N1 sucH UTNTrES WO SPECIAL P.WA CI) Zjr. 0. Ar: -POLY ®A �I/ �/ ♦�'I/ //VZ�� I.+Fi a 1.tl/�I/ /,/G/ AIInIMF4 /,/ I II/" � Y&l N tCTINSTRGCTIAI XDTES a05 J a---_"'- /� IIT U 1 . i6 1 THE T R FAIR PrI IMCNES CF TOP RVL SNARL BE TENONEDw r�.:a• �� 11;#0 ....„.......... -/ ,I N 1 EL g_ 6 .� FROM SITE AND TO BE FOR FUTTERPE USE AIL CUT Z CO W Cl 0 LT 1 aL !*rt I _ - Y ' 1� IT' OTIIEMYEQ BE INN OR FLATTER UNIE55 O F Z Z STONES.(C :,ix �T' - I` .-. .-.-.-.-.-- A 1., AREAS ISENO PUBUC RDIY.WNL BE MQ47VU/LHED 0 I- Z ' ` \ I - • - f I AND/OR CURLER NOTED ER CONSTRUCTION AS U _ Cad.A.SLICE SLEI - �� - _ 4 ,ECO \ •• 7- - .M'•M f E AFT Q 'J _� I .. \ � ''�� b�P.-�i"- __� _Lr l ! pRECTEO BY ENGINEER. D W O Q a / ) .A•--A- H III lot 1 1!• � m�l�K .:W�Nr .�'A� _ -;• �---w I 111 ;� _G 1 j Irk r I 1- - !i;i j i1 L 6� Hie: t1 I.CO Q¢ C7 -n N • .4.ao I I I r"A ___- Ir -___ 4". r -�' / II I ?, H _I EO 1 = 1' Z WPm. F /a. ,.,� • M ‘-..- 1 ;I 11F/ : b QJ lirR II 1' OCC Q m HIM ' 1 I • 3 II !13 FPw.r 1 I 1 M,.. ii .NOTE: U 0 LrSOT,R. BLOCK 3 m. IL,C, _••_•-_--/- -----�-- Lot6 / tot7 I tDL6 L, Lot�` 4 ;1• j SI tot2 j •1 Ld1 1 L. I 1•4 i CONTRACTOR MIST PROVIDE A TRAFFIC CONTROL PLANw.TONES R:JOE 7---- :, 1 / - I I j PRIOR TO BEGINNING WORK WITHIN EDEN ROAD. Wcae A, FLOE G9.5 I' F I i S w.P w.. I rP NM T Mbi ..rL tw. r o Ir. \1•, i I f 1 I H R.T.L.t. IT I j Lat2 Ili 1• I i LFDN-2.5' s-K- ! j O O n w.. 1 zr u 11 .E.:. TNl LOT iR.B,G:K 2 ..%--- .. _ _ _- _ _ _ _ _ . 1_ S.A. RIDGE -CAB.A.A, SLIDE R } Lot 9X f PASS -a. t a ' e Open Sp808&D.E. . .- .. .• /iI� P 7 1`, ------ T _ u, .r SEBY FITMTrN ' l- ,--- � 5 i3 �✓ vA 11X.1,•{J CONTOURS REPRESENT FINISHED GRADES NI •'-' S 89.05'44• M 887.21' A I'z•1ur.c n�Y- PAVCG SHALL AN BE EnCAVarED TO SU6O+roE PER :CT 4. BLOCK 3•- (BASIS OF BEARING) TYPICK PANMG SERKNS STONE',RIDIMEH 1k 7_ae.a. SI ME]:S; ALL EXCAVATION.TRENCHING AND SHORING OPERATIONS SHALL COMPLY I WITH THE REQUIREMENTS OF THE US.DEPARTMENT OF LABOR.OSHA ''- Po'CDMST.SAFETY AND HEALTH REGULATIONS.VOL 29.SUB PART P. } 1.0> PG.128-137.MD MT AMENDMENTS THERETO. 14 O N$,AR is,g "< 5 ACRES i ff oQy wE I.Or 5.ALOE.,3 )OHS M DURANT Y.. i; i!lf 0 'TONE,.105E 'CNA J. OLPANT 1 J W F CPA. A. 5_:Cc 316: VOL. 4345. PO. 623 1JK gig P.U.T•C.T. GENERAL GRADING NOTES fx„ pet go 1. GRADING CONTRACTOR IS RESPONSIBLE FOR DEMOLITION.CLEARING AND REMOVAL OF EXISTING LL g-o STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES THAT MAT CONFLICT PITH THE !!MIpII w I PROPOSED LAYOUT. x 64'(1J,N•O•) y 2. ADEOUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. THE GRADING CONTRACTOR SHALL A w M ' Y M BE RESPONSIBLE FOR INSTALLATIONOF EROSON CONTROL SYSTEMS PRIOR TO BEGINNING CONMPSTRUCTION. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR INLET PROTECTION UPON .Q.'COLETION OF ALL STORM SEWER HEADWALLS.AND INLET TOPS. IN THE EVENT THAT SIGNIFICANT + rr$ EROSION OCCURS AS A RESULT OF CONSTRUCTION.ND THE CONTRACTOR SHALL RESTORE THE ERODED N>n ` ( AREA TO ORIGINAL COITION OR BETTER. RESTORED AREAS INCLUDE.BUT ARE NOT LIMITED TO. AD 1 N TRENCH BACKFILL.SIDE SLOPES.FENCES.CULVERT PIPE.DRAINAGE DITCHES.DRIVEWAYS.PRIVATE YARDS AND ROADWAYS. I W4 _ 3. ALL AREAS TO BE FILLED ARE TO BE SCARIFIED AND PROOFROLLED PRIOR TO FILL PLACEMENT. ALL B o i $ � 01 SOFT AREAS FOUND DURING PROOFROLL LNG SHALL BE OVER-EXCAVATED. ALL FILL SHALL BE SITE GRADING LEGEND NOTE FOR GRASS/TURF AREAS: COPACTEO TO A DENSITY OF AT LEAST 95%GE STANDARD PROCTOR DENSITY AND AS APPROVED _ BY THE CITY. ALL FILL SHALL BE TESTED AS INSTALLED AND CERTIFIED BY AN APPROVED SOILS LAB. FF FINISHED FLOOR 0 I. 1.5% MINIMUM SLOPE ALL COSTS FOR TESTING SHALL BE BORNE BY THE CONTRACTOR. o TP TOR PAVEMENT Z Tr•TOP INLET FP 610.0 : 2. 4:1 MAX SLOPE 4. GRADING CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OFF-SITE OF ALL EXCAVATED MATERIAL TO TOP GATE INLETWHICH SOILS LAB DECLARES TO BE UNSUITABLE FOR ON-SITE USE. m PC TOP CAVE ZD - - 5. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. GRADING CONTRACTOR SHALL Gr DOTER OD PROVIDE A MINIMUM OF 1.5%SLOPE AROUND BUILDING PAD. FG FYASHED GRACE TN TOP WALL 6. FINISH FLOOR ELEVATIONS TO BE 0.T' ABOVE FINISHED PAD ELEVATION. DRIVEWAYS ARE NOT TO BA BOTTOM*ALL EXCEED 10%SLOPE. FRONT YARD SLOPES SHALL NOT EXCEED 20%. REAR LOT SLOPES SHALL NOT FL FLO.UNE EXCEED 6%FOR THE FIRST 15' FROM THE PAD WITH THE BALANCE NOT TO EXCEED ZOL Wu.►FLOW IXRECTIOS 4'TO T-6. T. INITIAL SITE GRADING SHALL BE COMPLETED TO 4 TOLERANCE OF PLUS OR MINUS ONE TENTH OF A SHALE BETWEEN LOTS FOOT IN STREETS APO PLUS OR MINUS THREE TENTHS OF A FOOT FOR BUILDING PADS. FINAL BUILDING PAD GRADING. TO BE DONE UPON COMPLETION OF PAVING AND UTILITY FACILITIES.SMALL BE PROVIDED -w EXISTING ELEVATION CONTOUR f0 A TOLERANCE OF PLUS OR MINUS TWO TENTHS OF A FOOT AT ALL FOUR CORNERS AND CENTER OF 1 \ y THE PAD• IN ALL SHALES AND LOT CORNERS. -690-PROPOSED ELEVATOR CONTOUR 8. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING UNLESS NOTED OTHERWISE IN THE SPECS. 4.1 SLOPE 1 9. CONTRACTOR SHALL REPLACE ANY EROSION CONTROL MATERIALS AT THE END OF EACH WORK DAY ,^ TREE PROTECTION- - \ 4 IF SAID MATERIALS WERE REMOVED DURING THE DAY FOR EASE OF CONSTRUCTION OR ACCESS. 1 Pe) PLACE ORANGE Vital FENCING -' t 10. IF ROCK IS ENCOUNTERED IN THE STREET SUBGRADE. THE ROCK SHALL BE EXCAVATED TO A DEPTH OF . I %AO ALONG TREE CANOR'/DRIP uNE• SIX INCHES.REMOVED FROM THE STREET. AND NON-ROCK MATERIAL SHALL BE REPLACED FOR THE - -GRADING AROIMD PROTECTED TREES SHALL BE GRADING BETWEEN LOTS STREET SUBGRADE. ROCK IN STREET PARKWAYS SHALL BE REMOVED AND REPLACED WITH SIX INCHES a: OF TOP SOIL. THIS SHALL BE ACCOMPLISHED BY THE EXCAVATIONCONTRACTOR.SUBSIDIARY TO UNITED TO OUTSIDE OF TREE PROTECTION- N.T.S. THIS CONTRACT. NO GRADING INSIDE OF PHDTECTNE FENCING TYPICAL HOUSE PAD 11.CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL T.P.D.E.S. PERMIT FOR STORM RATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. SHEET N.T.S. �T 12. ALL PARKWAYS ARE TO BE FINAL GRADED TOWARDS THE STREET AT I/4'PER FOOT FROM THE TOP OF C1.02 THE CURB TO THE PROPERTY LINE. ...1345E-002 GRADING PLAN.tlgn 7/1020191:3728 PM Exhibit C-Special Use Permit Exhibits -Ordinance No. 3604- Page 6 of 13 Date AUG 9,2019 Drawn By GAC N 89*03'32" E 887 388 _ _ Checked By GAC Revisions L—�•- 12 CMP I I FL (N)= : (OUT) COQJ Lot 10 Lot 9 Lot 4 Lot 3 uo — i i .I RECENTLY I.4.J 10' UTILITY EASEMENT r DEMO'D ` CAB. A, SLIDE 4915 - \�V OME/BARN T ////// P.R.7.C.T. L (n .iC` i II CC 1 STORY 111yyy BRICK BUILDING i CD ' Yy • r n p-ter RECENTLY C.) ?bp AI I Lot 13 DHOME a vL m g I 63,815 s.f. DT 1 , Lot 5 Lot 2 8 I ST A,SLIDE 49 RDP.TION Lot 8 l CAB.A,SLIDE 4915 P.R.T.C.T. o DENNIS R.DENSON&LISA G.DENSON DOG NO,0200111293 P.R.T.C.T. t ENLARGEMENT'A' A oNo iiiim a r Gt —o H d CONC. U 25'B.L. `v `.Rea, Lot 7 Lot 6 .s; 6 ...: ='� Lot 12 Lot 1 0 o R1�IN FL�i�}.(I RIM E CONC. AlI Open Space I,� F.k1{uT) •34 J a t \�, Rl ui 12 €o 1�► r, g8§9eq■ / _' 111 < 3 C3Go F� .�.�- Al BARN II p tR iWx8w6 9 s .. S .-; 1 0 e €Ss ag W of E1i GATE T IRON GATE i ENLARGEMENT'S' Hightower Drive �� i� z MOPE w . ,,,,,,m=MN , n gigazmpwo! GRAVEL z$ 4g =4 �� mg 1� r--- 24"RC- la7 € y W Lot 1 F1 O•.;yA FL 6(IN)=63625 N � o W.AS 11 O ) _. w cce€.: o o v Lot 8 Lot 7 Lot 6 Lot 4LLT13 STORY Lot 2 Lot 1 ,N Miii-2 01 Z Lot 5X WOOD oIIIII 1 Lot 2 o #2' o g LL Open Spac- ■I,TL v) s ' Bi D&UE ' 18"RCP- FL S(iN)=638.95' g y ®C® ,.(,,,,O r-- . — ►�.Vglet �!:'��. I�� a GRAVEL 14 �:•%.iw':•�� "*: Open Space&D.E. '� 1 1,.: � ..".. .:... OS PASSING 0 21.63 -J z l A 1/2"IRF(C.M. . 9— S 89*05'44" W 887.21' COw > 0 i (BASIS OF BEARING) Z a Q 0 J p CAUTION!!! I Z 2 _ 3 THIS AREA. AR RLITIES ARE LOCATE HOURS PRIOR TO AND IN W = Q CONSTRUCRON ACTIVITIES,CONTACT LINE ® V_ LOCATES FOR FRANCHISE UTILITY INFO. W = z CALL BEFORE YOU DIG:%A Roc,rori TES E%CAYATICN SAFETY SYSTEM(TESS) ��16101 TE%NwDAS ONE-2f NALLsssA6 CYSTEMS BEFORE 1- LONE STAR NOTIFICATION CENTER YOU DIG. i I 1-800-689-83H EXT.5 Sheet No. . . r I —S = 30. URBAN FORESTRY PLAN - PHASE 2 OF-2 METHOD A Exhibit C-Special Use Permit Exhibits -Ordinance No. 3604 - Page 7 of 13 ENLARGEMENT'A' Date AUG 9,2019 ENLARGEMENT'S' PLANTING NOTES: Drawn By GAC 2 1. PLANT SIZE,TYPE,AND CONDITION SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. Checked By GAC 2. ALL PLANT MATERIAL TO BE NURSERY GROWN STOCK. Revisions FENCE GATE r 7 � 3. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL PLANT MATERIAL UNTIL PROJECT AIM. _ ACCEPTANCE. i r6 = _ 4. ALL CONTAINER GROWN PLANTS TO HAVE FULL,VIGOROUS ROOT SYSTEM,COMPLETELY �M 3)DUEMAC 6R- ��� ENCOMPASSING CONTAINER. i a caL6 n �" ' y$ 3slllilI 5. ALL PLANTS WELL ROUNDED AND FULLY BRANCHED.ALL TREES WITH SPREAD 2/3 OFI ( I ",t r� • 'II HEIGHT. "s a lotn^ . I 6�z m" ` 0 (L ` -` 6. CONTRACTOR TO PROVIDE OWNER WITH PREFERRED MAINTENANCE SCHEDULE OF ALL - 1 y l 2 OEMT _ II PLANTS AND LAWNS. 3. 63OT LM CRAG OEM wlAc(z) 1 e1 ' 7. MAINTAIN/PROTECT VISIBILITY TRIANGLE WITH PLANT MATERIAL PER CITY STANDARDS AT czi g 63a—a• ( �� (a)QUE MAC ALL ENTRANCES TO SITE. E.m m i 635 � ; 6. PREP ENTIRE WIDTH OF ALL DEFINED PLANTING BEDS WITH MIX AS OUTLINED IN SPECS. a"M �636 �� K. i 3)ULM C RA WHERE SHRUBS ARE LOCATED ALONG CURB,SET SHRUBS BACK FROM CURB 3 FT. t l'd 637 I �'\ " ' U 2 E 636 9��S—,, Lci< I'+ 9. SEE DETAIL SHEET FOLLOWING FOR PLANTING DETAILS. c 1 i a 40 ��E����� E 10. CONTRACTOR RESPONSIBLE FOR LOCATION OF ALL UTILITIES,INCLUDING BUT NOT LIMITED a i ' I �` novena=)�,„ I TO TELEPHONE,TELECABLE,ELECTRIC,GAS,WATER AND SEWER.ANY DAMAGE TO " g I.- i �� 7���� . , UTILITIES TO BE REPAIRED BY CONTRACTOR AT NO COST TO OWNER. i •�I = ' i 5 FP! 11. IF EXISTING TREES ARE SHOWN TO REMAIN,CONTRACTOR SHALL PRUNE AS DIRECTED BY ' -� •'^ v�� '""ee,"= 1» P C REMOVAL OF ALL SUCKER GROWTH'DEAD L I OWNER'S REPRESENTATIVE.WORK TO INCLUDE RE AL I Q I I (�1 AScrsn!'r AND DISEASED BRANCHES AND LIMBS;VINES,BRIARS AND OTHER INVASIVE GROWTH;AND Ij I j 3"C !-`; ALL INTERFERING BRANCHES.MAKE ALL CUTS FLUSH TO REMAINING LIMB.RETAIN NATURAL r L—— —ilii——— — y , SHAPE OF PLANT.ALL WORK SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. NOTE: a 12. QUANTITIES ARE PROVIDED AS A COURTESY AND NOT INTENDED FOR BID PURPOSES. ..-r 7.*erg € 1__ CONTRACTOR TO VERIFY PRIOR TO PRICING. ..e„. m t ALL LAWN AREA SHALL BE "� _ SOLID BERMUDA SOD. w_ _ - v -� ' 13. INSTALL EDGING BETWEEN LAWN AND PLANTING BEDS.REFER TO SPECIFICATIONS.FILE �,.1h a ALL CORNERS SMOOTH. A''"i�Ea9a°� _+' • ��8� �� 14. INSTALL CURLEX BLANKET(OR EQUAL)PER MANUFACTURES INSTRUCTIONS ON ALL a dal J GROUNDCOVER/SHRUB BEDS WITH A SLOPE OF 4;1 OR GREATER. INI a 15. AT TIME OF PLAN PREPARATION,SEASONAL PLANT AVAILABILITY CANNOT BE DETERMINED. NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE AND RESERVE ALL B&B ALL DETENTION PONDS SHALL BE SEEDED WITH PLANTS WHEN AVAILABLE IN CASE ACTUAL INSTALLATION OCCURS DURING THE d Tripsacum dactyloides (Eastern Gamagrass) OFF-SEASON.PURCHASE AND HOLD B&B PLANTS FOR LATE SEASON INSTALLATION. it AT A RATE OF 12 POUNDS PER ACRE. 16. CONTRACTOR SHALL STAKE ALL TREE LOCATIONS FOR OWNER APPROVAL PRIOR TO atu a ' CONTRACTOR SHALL WATER UN TILL PLANTING. € 4, e SCALE: 1" =zo'-o" ESTABLISHED AND ACCEPTED BY OWNER. 16. BERM ALL PARKING LOT ISLANDS AS SHOWN ON ENCLOSED DETAIL SHEET.(BERMS MAY ELLS€o "� df Ti`o��� NORTH RICHLAND HILLS LANDSCAPE REQUIREMENTS NORTH RICHLAND HILLS LANDSCAPE REQUIREMENTS NOT BE SHOWN ON GRADING PLAN.) MINI 17. NO PLANTINGS WITHIN 18"OF PARKING LOT CURBS. igl0; 18. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING TREE AND SHRUB SIZES o "s'6 s. I"nN REQUIRED ONE TREE PER 50 PERIMETER F. REQUIRED ONE TREE PER 50 PERIMETER FT CONFORM TO CITY LANDSCAPE STANDARDS AND MITIGATION REQUIREMENTS. tilEf.t" A DETENTION REQUIRED PROVIDED DETENTION € g,5i1! POND POND REQUIRED PROVIDED `'$ LANDSCAPING - - a LANDSCAPING PLANT SCHEDULE 10i0 360 LF/50=7 TREES 7 TREES 395 LF/50=B TREES B TREES - -__-- --- -- _ _---_-- -__-- - - -__--_ -- - - 3A €s'` -._ TREES CODE BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING OTY REMARKS �i lE QUE MAC Ouercus maco area Burt Oak rCal. 12'Min HI AS ShSwn a Single ShaipMTrenk a£3`iii 7�, W Contact Information: _. e=_ SPREAD ^,, o"mww"-Ai i JEFF TOULEY THIN BRANCHES BY 1/3 / { j ULM CRA U"mus crassnmia Cedar Elm real 12 Min H1 As shown a Smola StmigM Trunk £DOop ,",D H RETAINING SHAPE OF PLANT. 44.,\,,,,,,111 °"w wwn www.treestakesolutions.com (DO NOT CUT LEADER.) \ GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING SPACING Ott REMARKS hOt.i it 903.676.6143 W=t €t"i o.o=. ai CYN DAC Cymtlon dectylsn Bermuda Grass _as Hydro-Mulch 11.023 s1 i ALL TREES -___ -PLANT SO THAT TOP OF ROOT via CNC Tdpsasumdacryb5es Fakahatchee Grass seed 10,600a1 P I' BALL IS 2"ABOVE THE /� V I e FINISHED GRADE e ��r�j -PAINT ALL CUTS OVER I"DIA. -FLAG GUYING WIRES MATH S \ � � SURVEYOR TAPE '. J d i./ ROOTBALL ANCHOR it 1' RING )' O X 36"NAIL STAKE ACCOMODATE F w "U"BRACKET ROOTBALL AND PENETRATE .-- UNDISTURBED GROUND CO- J NAIL STAKE ' Ei o H: e FORM SAUCER --111tE�' �®a-'- _ 3"MULCH = TEMPORARY IRRIGATION WILL BE REQUIRED TO ESTABLIS' I _ 1" �iALh`� _I I_ ROOTBALL ANCHOR S =I I ( 1 III= RING NAIL STAKE w z TURF IN ALL DISTURBED AREAS WITHOUT A PERMANENT W > ������� — a IRRIGATION SYSTEM. INSTALL SOD TO ESTABLISH TURF IN Q Q Z _ ` III— "U" BRACKET 3" MULCH N s- 'Is ALL DISTURBED AREAS AS IDENTIFIED ON GRADING AND J — ►—II FORM SAUCER •I IUIW ._v •Ulhl,�= EROSION CONTROL PLANS. f— _ g — 'Ha i I=I I- 1= I- EC U III SPECIFIED PLANTING MIX -III �.litill—r7 W Q FI WATER &TAMP TO CAUTION!'! ZI- '-B REMOVE AIR POCKETS � UNDERGROUND UTILITIES ARE LOCATED IN W = I- 1 —III—III III THIS AREA. 49 HOURS PRIOR TO ANY Q r,Y O 2 X BALL DIA. 1 III—III CONSTRUCTION ACTIVITIES.CONTACT LINEc*. V ,( LOCATES FOR FRANCHISE UTILITY INFO. NAIL STAKE 48"NAIL STAKE CALL BEFORE YOU OIG: W 2 Z A ACCOMODATE TEXAS EXCAVATION SAFETY SYSTEM(TESS) a I LL AND 1-90D-344-0377 . 1111 PENETRATE TEXAS ONE cALL srsTEMs ��/7C� LONE Sus-4sas BEFORE e 2 X BALL DIA. UNDISTURBED GROUND LONE STAR C1:11:ATIGN CENTER $ STAKING FOR MULTI—TRUNK TREES & L1-900-669-9 YOU DIG... 344EXT.5 Sheet No, N TREES 2" CAL. & UNDER SAFETY STAKE BY TREE STAKE SOLUTIONS L i SCALE NOT TO SCALE SCALE NOT TO SCALE LANDSCAPE PLAN L-2 Exhibit C-Special Use Permit Exhibits - Ordinance No. 3604 - Page 8 of 13 Date AUG 9,2019 Drawn By GAC Checked By GAC SECTION 02830 1.05 JOB CONDITIONS PAR'III-EXECUTION 3.07 CLEAN-UP Revisions TREES,SHRUBS,AND GROUNOCOVERS A Planting Season Perform actual planting only when weather and soil 3.01 UTIUTIES-verify location of al utilities prior to'Noting construction; A Sweep and wash all paved surfaces. conditions are suitable in accordance with locally acceptable practices. repair any damage caused by construction at no cost to owner. B. Protection Before excavations are made,take precautionary measures to Remove al planting and construction debris from site,including rocks, PART I GENERAL protect areas trucked over and where sod is temporarily stacked. 3.02 INSPECTION trash and all other miscellaneous materials. - 1.01 DESCRIPTION OF WORK 1.06 GUARANTEE A Inspect plants for injury and insect infestation;prune prior to installation. 3.08 MAINTENANCE - B. Inspect site to verify suitable job conditions. (2 m A Scope A Guarantee new plant material for one year after acceptance of final A Contractorks responsible for routine,and regular maintenance of site until JJ E installation(ie.Final Acceptance of project). 3.03 FIELD MEASUREMENTS Final Acceptance a awarded by Owner.Work includes.1. Bed prep B. Make replacement(one per plant)during one year guarantee period at ii x 6 2. Metal edging appropriate season with original plant type,sae and planting mature. A Location of all trees and shrubs to staked in the field and approved by 1. Weeding(weekly) 3. Topsoil C. Repair damage to other plants,lawns,8 irrigation caused during plant Owner's representative prior to inwtallation. 2. Watering(as required) U 4. Planting replacement at no cost to Owner. B. Location of all groundcover and seeding lets as shown on plans. 3. Pruning 5. Mulching D. Use only plant replacements of indicated size and species. 4. Spraying ,q 6. Guarantee 3.04 EXCAVATION FOR PLANTING 5. Fertilizing ry ry • 5 PART II PRODUCTS 6. Mulching a R W X 5 Y B. Related Work Specified Elsewhere A. Pits 7. Mowing(weekly) M 2.01 MATERIALS 0.S m:fi'd 1. General Requirements-Al locations 1. Shape-Vence!hand scarified sides and flat bottom. B. Provide Owner and Landscape Architect with preferred maintenance 0 V - 2. Section 02740-Irrigation Trenching A Plant Materials 2. Size for trees-2 feet wider or twice the root bat,whichever is schedule in writing.Schedule shall include the above-listed tasks and U N v a 3. Section 02750-Irrigation greater. shall address all frequencies,rates,times,levels,etc. s p re . 4. Section 02800-Lawns 1. Hardy under climatic conditions similar to locality of project. 3. Size for shrubs-Size of planting bed as shown on drawings. a J 'r g 2. True to botanical and common name variety. 4. ROIatil soil mix thoroughly,full depth. END OF SECTION Y. �.- 1.02 QUALITY ASSURANCE 3. Sound,healthy.vigorous,well branched,and densely foliated when 5. NOTE If beds are proposed beneath drip line of existing tree s $ in leaf,with healthy wel-developed root system. canopy,pocket prep plants.Do not roto-till beneath existing trees. q Y A Contractor Qualifications 4. Free from disease,insects,and defects such as knots,sun-scald, `p iwindburn,injuries,disfigurement,or abrasions. B. Obstructions Below Ground IL 9 x Minimum of three(3)years experience on projects of similar 5. Conform to measurements after pruning with branches in normal - 2 characteristics and sae. positions. 1. Remove rock or underground obstructions to depth necessary to B. Reference Standards' 6. Conform nlfe American N Associationst of Nurserymen standards unless permit planting. notify - y on p 2. N underground obstructions cannot be removed,not Owner's 8 representative for instruction. a 1. American Joint Committee Of Horticultural Nomenclature: 7. Trees: iStandardized Plant Names,Second Edition,1942; a. Single,straight trunks,unless indicated otherwise C. Excess Soil Dispense of unacceptable or excess soil away from the 0 2. Amenoan Association Of Nurserymen:American Standard For b. Trees with weak,thin trunks not capable of support will not be project site at Contractor's expense. = T SY 4nr Nursery Stock,1973 acoepated. s�-c .14r gc. Al multi-stem trees are to have a minimum of three stems, 3.05 PLANTING '„E J� C. Substitutions similar in sae and shape,with a spread of approximately 2l3 ,, ;+',^ pp�� C bof the height.All yaupons to be female.Crape myrtle color A General0�;a�,������ go 1. Substitutions accepted only upon written approval of Landscape selection by Landscape Amhifecl. ,r'1,i d8 .jj F Architect and Owner. 1. Set plants 2'above existing grade to allow for settling. tt��"��dd88 2. Submit substitutions possessing same characteristics as indicated 8. Nursery grown stock only. 2. Set plants plumb and rigidly braced in position until planting mature g on plans and specifications. 9. Subject to approval of Landscape Architect. has been tamped solidly around ban. NIME D. Inspection and Testing 10. Seasonal color. 3. Apply in accordance with standard industry practice for the Gre a. Annuals in 4°pots or as specified 4. Thoroughly settle by water jelling and tamping soil in 6-lifts. d 1. The project Owner's representable reserves the right to inspect and b. Perennials in 4-pots,clumps,bulbs as specified 5. Prepare 3°dish outside root ball after planting. tag plants at the place of growth with the Contractor. 6. Thoroughly water all beds and plants. 2. Inspection at place of growth does not preclude the right of rejection B. Topsoil 7. Stake trees and large shrubs as indicated on plans. 1 X rt due to improper digging or handing. B. Apply antldesicant according to manufacturer's instructions. a G 9 n8 G 3. Owner's representative reserves the right to request soil samples 1. Natural,fertile,friable soils having a textual classification of loam or 9. Apply commercially manufactured root stimulator as directed by R q 3€€„ X and analysis of soil and plant mix.Remove or correct unacceptable sandy loam possessing characteristics of soils in vicinity which peeled instruction. - .i K soil.Cost of testing by Contractor. produce heavy growth of crops,grass,or other vegetation. 10. Plant and fertilize bedding plants per Trade standards. �:-w 50 2. Free of subsoil,brush,organic litter,objectionable weeds,clods, 11. Apply 3°mulch top dressing. icGeg04£ g1 1.03 SUBMITTALS shale,stones'/."diameter or larger,stumps,roots or other material $LL o o€harmfii to grading,planting,plant growth,or maintenance B. Baled Plants Ioi:jb2 A. Certificates operations. ot3 i1 `9 3. Presence of vegetative pads of Bermuda grass(Cynodon 1. Place in pit of planting mature that has been hand tamped pnor to 6€°€R i S 1. Submit State and Federal certificates of inspection with invoice. dactylon),Johnson grass,nut grass(Cyperus rotundus),and other placing plant. i E� I (Only if required by Landscape ATchiteo.) hard to eradicate weeds or grass will be cause for rejection of 2. Place with burlap tress[to ground line.Top of ball to be 2°above o b m o.0 2 File certificates with Owner's representative prior to material topsoil. surrounding soil to slow for settling. d acceptance. 3. Remove binding at top of ball and lay top of burlap back6'. €!d7E1"b A 4. Test topsoil(cost by Contractor): 4. Do not pull wrapping from under ball,but cut all binding cord. z O 1.04 PRODUCT DELIVERY,STORAGE,&HANDLING 5. Do not plant if ball is cracked or broken before or during planting ate g 3-i ia. Available nitrogen process or d stem or trunk is loose. U8 BDo< A Preparation of Delivery b. Available phosphorus 6. Backf6 with planting mature in 6°lifts. a E ` g c. Available potash GRoo9 5 1. Balled 8 Budaped(BOB)Plants d. Iron C. Container Grown Plants eDt S6 16 h:5.5 to Di d for shipment in manner that wilt not dams t. PDecom o 7 d organic matter.6-10% 1. Place in it on tin mixture that has been hand tamped to �' $ a. roots,bancphsess,shape,and future development after puce g Idean9 pent planting mi pe Prior d„,I`o b w€ replanting. C. Mulch 2. Cut cans on two sides with an acceptable can cutter.and remove o G"p a`i g b. Ball with firm,natural ball of soil.wrapped tightly with burlap root ball from can.Do not injure root ball. R-U""S€o i entire ball. 1. TopDressingMulch-Shreddedc `.'=e"ae`: venire cypress or hard wood only 3. Carefully remove plants without injury or damage to root bads. G G•y i y c. Bad sae and ratios-conform to American Association of 2 Mulch n soil prep-Shredded pine bark 4. Backfid with planting mixture in 6°lifts. w°-3 . i Nurserymen standards unless otherwise shown on plant list. 3. In pre-packaged bags only;bulk shredded material is unacceptable i4odoo 2 S D. Mulching & a Pack plant material to protect against climatic 8 seasonal damage, D. Peat Moss Commercially available baled peat moss or approved S as reel as breakage injuries during transit. equivalent. 1. Cover planting bed evenly with 3'of mulch. g 3. Securely cover plant tops with ventilated tarpaulin or canvas to 2. Water immediately after mulching. midneze wind-whipping and drying in Transit. E. Staking Material 3. Where mulch has sealed,add additional mulch to regain € 4. Pack and ventilate to prevent sweating of plants during transit.Give 3"thickness. X. special eeent'n to insure prompt delivery and careful handling to 1. Stakes for tree support: 4. Hose down planting area with fine spray to wash leaves of plants. point of delivery at job site. tl a. Construction grade yellow pine,stem brown D. Pruning B. Delivery b. Size as noted on plans 1. Prune minimum necessary to remove injured twigs and branches, E1. Deliver fertilizer,fenileer tablets,peat,mulch,soil additives,and 2. Wires: dead wood,and succors;remove approximately 1f3 of twig growth amendment materials to site in original,unopened containers, as directed by landscape architect;do not cut leaders or other u§q bearing manufacturer's guaranteed chemical analysis,name,trade a. Padded with rubbed(rose to protect tree major branches of plant unless directed by landscape architect. me,trademark,and conformance to State law. b. Galvanized 2. Make cuts flush,leaving no stubs. o 2. Deliver plants with legible identification and size labels on example c. With galvanized turnbuckle 3. Paint cuts over 1'diameter with approved tree wound paint. rl plank. d. Evenly tighten turnbuckles with plant in vertical position. 4. Do not prune evergreens except to remove injured blanches. X B 3. Protect during delivery to prevent damage to root ball or desiccation F a of leaves. F. Water 3.06 EDGING 0) 5 4. Notify Owner's representative of delivery schedule in advance so J plant materiel may be inspected upon arrival at job site. 1. Free of oils,adds,alkali,salt,and other substances harmful to plant A Stake edging alignment with string line prior to installation.Use Taming J d 5. Deliver plants to job site only when areas are prepared growth square to insure right angles are true. t. g 2. Location:Furnish temporary hoses and connections on site. B. Install all edging straight and true as indicated on drawings.Where edging YYd C. Storage layout is circular in design,maintain true and constant radii as shown. W Li.' Q G. Sand-Washed builders sand C. When required on slopes.make vertical cots(approximately 6 on center) Z 1. Probed roots of plant material from drying or other possible injury on bottom of edging to allow bending without crimping edging. Q with wetted mulch or other acceptable materiel. H. AMitlesioent-'lad-proof'or equal. D. Instal edging so that approximately 1'is exposed on lawn side.Edging < a J 2. Protect from weather. should not be visible from bed side after application of mulch. I- CC I € 3. Maintain and protect plant material not le be planted immediately I. Edging-3r16"X 4"green,new and unused;nth stakes. E. Align edging with architectural features(ie pavement joints,windows, CO W 0 Y upon delivery. columns.wall,etc.)when drawings indicate. W 2.02 MIXES F. Bend all corners,do not cut corners. - - D. Handing G. Intedock all pieces with pre-fabricated connectors. 1 CAUTION!!! Z O D-I 1. De not drop plants. D. Planting Mature H. Install with all stakes on inside of planting bed. I. Remove,file off al sharp corners and buns. UNDERGROUND UTILITIES ARE LOCATED IN THIS AREA. 4B HOURS PRIOR TO ANY W = �' ® Q I a Do not damage ball,trunk,or crown. 1. Existing topsoil-50% CONSTRUCTION ACTIVITIES,CONTACT LINE ® V Q a 3. Lift and handle plants from bottom of container or ball. 2. Shredded pine bark-50% LOCATES FOR FRANCHISE UTILITY INFO. w = Z 3. Fertilizer 1020:10 a1301bJ1000 CALL BEFORE YOU DIG:SF TEXAS EXCAVATION SAFETY SYSTEM(TESS) u E. Planting Ma for Annuals/Perennials AAA 1-800-344-8377 IIIM L", (1V I`V 1E40g-215-XAS ONE 49 55YSTEMS -- k 1. Prepare above ma ICI�' LONE STAR NOTIFICATION CENTER BEFORE a2 Add 2"ofsand \ I 1-800-669-6344 EXT.5 YOU DIG... Sheet No. X F. Azalea ma:sold peat moss in hole 9"wider than root ball each direction. X Plant in solid peat moss and provide mound at base of plant to allow for drainage. L_3 k G. Ja,taiseordraidogwootl,camellias:Provide 50/W peat moss[otopsoil PLANTING SPECIFICATIONS a ma,oleo for drainage. Exhibit C-Special Use Permit Exhibits -Ordinance No. 3604- Page 9 of 13 Date AUG 9,2019 Drawn By GAC Checked By GAC Revisions SECTION 02800 PART III-EXECUTION SECTION 02922 PART III-EXECUTION FINISH GRADING,LAWN WORK,WILD FLOWERS SODDING 3.01 RESPONSIBILITY 3.01 SOD BED PREPARATION The site grading contractor will be responsible to stockpile acceptable topsoil A Cultivate to a depth of four(41 inches by disking and tilling with a power PART I-GENERAL in a sufficient quantity to provide four inches(41 minimum cover for al grass PART I-GENERAL tiller. including but not limited to all curbed islands,and topsoil planting 1.01 DESCRIPTION mounds/berms at the appropriate height and width as defined and shown on 1.01 DESCRIPTION B. Clear surfaces of all materials. the landscaping and/or planting drawings.The topsoil and grass areas shall CO A Work includes turf establishment(sod,hydromulch,etc.)as described on be further defined as any area disturbed during the grading and construction A Work Included 1. Stumps,stones,and other objects larger than one inch(1"). I G drawings. process. 2. Roots,brush,wire,stakes,etc. p y 1. Sod bed preparation 3. Any objects that may interfere with sodding or maintenance. f B. Make required analysis and material tests for topsoil,fertilizers,and other The site grading contractor,shall be responsible to spread the topsoil within 2 Fertilizing 4. 1 materials of similar character per current methods of the Association of Official Agr cultural Chem sts,when requ red. a%perimeter graded areas and future building areas only. 3. Sodding C. Prepare sod bed: f.3 € g 4. M scellaneous management practices 7 The site grading contractor shall be responsible for backfill ng of al curbed 1. Remove soil clods larger than one inch(1"). W 4 C. Grass seed shall conform to tolerances for germination and;Purdy per 'stands and planting mounds/berms.They shall also be responsible for B. Related Work Specified Elsewhere 2. Grade areas to smooth,even sieface ridges removing and filling depressions Final grade to be below finish grade of curbing and 1 la applicable standards of U.S.Department of Agriculture. removal of all stones,roots,and raking mall topsoil areas hat are to be a - 1• seeded and/or planted It will also be the site grading contractors 1. Finish Grading Section 02800 edging as shown on details.AI grades shal meet approval of U W . Y p D. The turf contractor shall have a stand of grass established prior to responsibility to provide realize,grass seed,and any addd onal topsoil 2 Lawns and Grasses,Section 02930 Owners Representative before sodding. •substantial completion of the project.If this is not possible due to time of required and mulching. Z z year or schedule,he shall maintain and protect the seeded areas until the 1.02 REFERENCE STANDARDS 3.02 SODDING a 5 I § grass is established. 3.02 GRASS SEEDING Y. i L A Standardized Plant Names A Sodding. 8 PART II-PRODUCTS A Remove stones,roots,rubbish and other deleterious materials from 3 € topsoiled areas that are to be seeded. American Joint Committee of Horticultural Nomenclature, 1. Lightly water prepared grade,lay sod wain staggered Joints and with l 2.01 TOPSOIL MATERIAL Second Edition,1942. edges touching.Topdress with topsoil at edges d necessary to B. Immediately prior to sowing seed,scarify ground as necessary;rake until provide smooth surface.On slopes of 2 to 1 and greater,fasten sod - a A Topsoil material(stockpiled,as specified in Specrficetions)has been saved surface is smooth and friable.Sow seed evenly,lightly wood rake into B. Texas Highway Department-Standard Specifications for Construction, in place with wood pegs(two each piece)or other approved for use in finish grading.After sifting out all plant growth,rubbish,and ground,then roll ground with siltable idler,water thoroughly with fine spray. Item 154,Seeding for Erosion Control. method.Sod damaged by storage or during Installetion shall be stones,use for areas designated to receive grass.If stockpiled topsoil is not During any weather,keep lawn watered with sprinklers or other approved rejected.Following selling.topdress with screened,approved IiiI sufficient quantity to complete work,furnish acceptable topsoil from another methods.Re-seed any areas not doing well or damaged.At intervals as 1.03 SUBMITTALS topsoil g approved source to provide four inches(41 of topsoil for grass areas unless may be required according to seasonal conditions,mow and water grass and 2. Water and fertilize at 5 lbs.per 1,000 sq.ft. ,, otherwise noted on drawings.Grass areas shall be defied as the graded execute necessary weeding until acceptable and fur stand of grass has been A Vendors Certification That Sod Meets Texas State Sod Law 3. Sod shall not be placed during a drought,nor during periods when 'r'�yv' f•,SY iir tareas disturbed during construction not to be paved or built upon obtainv±tl sod is not normally placed in the area,and shall not be placed on W 1. Include labeling requirements. frozen ground.No dry or frozen sods acceptable. '-','tj E B. Acceptable topsoil material shall be defined as natural fertile,agricultural C. Provide permanent grass seeding for lawn areas so indicated.Seed in 2 Include purity and type. 4. The contractor shag keep al keep al sodded areas moist and ': e p a soil,capable of sustaining vigorous plant growth,uniform composition accordance with the following schedule(unless otherwise directed by Owner growing until Final Acceptance.All areas shall be maintained in an ...S.,',l,� R'o 1 a throughout admixture of subsoil,free of stones,lumps,plants,and their or Owner's Representative 1.04 PRODUCT DEUVERY,STORAGE AND HANDING acceptable condition until acceptance by Owner. .R,. .'R`'s I roots,sticks,or other extraneous matter;do not deliver while in a frozen or iii 1100$q! muddy condition. 1. Sow areas ready for seeding between March 1 and October 1 web A Sod: B. Ruling: 6 Hulled Common Bermuda at a rate of 85 pounds per acre. 2.D2 FERTILIZER 1. Previous season's crop with date of analysis on each bag. 1. After placing sod,roll with a hand roller,weighing not more than 100 I2. Sow areas ready for seeding between October 1 and March 1 web 2 Furnish and delver each variety in separate bags or containers. lbs.per foot of width,in two directions. g A Provde a commercial balanced fertilizer delivered to the job in bags labeled Unhulled Common Bermuda at a rate of 90 pounds per acre,and a Sod to be cut no more than three days before delivery, 2. Eliminate al air pockets;finished surface should be free of with manufacturer's guaranteed analysis.Store in weatherproof storage, Annual Rye Grass at the rate of 50 pounds per acre. excessive undulations. a place in such a manner that its efeclrveness will not be impaired. B. Fertilizer. 3 3. Apply fertilizer at a rate of 20/25 pounds per 1,000 square feet. 3.05 MAINTENANCE AND MANAGEMENT 1. Unopened bags labeled with the analysis. 5 gl B. Fertilizer shallbe a grade containing the percentages of plant food elements 3.03 WILD FLOWERS 2 Conform to Texas Fertilizer Law. A Includes protection,replanting,maintaining grades,repair of erosion G"gun 8 G by weight as specified elsewhere in these specifications. damage.Also includes weekly mowing at 1 1/2'height until final 9 w 3 b€n£ A Areas indicated on plans to receive wild flower coverage shall br fine graded, 1.D5 JOB CONDITIONS acceptance. R€ S 8 C. Availability of various elements shal be per Standards of the Association fertilized,and prepared in a manner similar to traditional turf establishment. U e d N of Official Agricultural Chemists. A Planting Season: B. Rewdding: �eoo § B. Area to be hytlromulchetl with seed mu as follows. a g o ° 14'''¢ 2.03 GRASS SEED 1. Only during authorized weather and soil conditions. 1, Resod damaged es, or runacceptable areas. 3 w r Tickseed 10 pounds/acre 2 As specifically authorized by the Owner's Representative. 2. Ruts,ridges,and other surface irregularities shall be corrected. Zia� €o€Dp. A Grass seed shall be of the previous season's crop and the date of analysis Cosmos 15 pounds/acre i€F 1 I shown on each bag shall be within nine(9)months of the time of delivery to Ox-Eyed Daisy 5 pounds/acre B. Schedule-Only otter all other construction is complete. END OF SECTION 17S>`o the project.When requested by the Owner or Representative,the seeding Side Oats Grams 4 0 poo pounds/acre z`y+v g g contractor shall furnish a sample of seed from each bag for testing. Showy Primrose 0.5 poundsJacre C. Protect and Maintain Sodded Areas 5 111 8 Plains Coreopss 2 pounds/acre fi t.'S_.E F Pc B. The seed shall comply with all provisions of the U.S.Department of Black Eyed Susan 2 pounds/acre 1. From traffic and all other use. 35 a9wlic g Agriculture as to labeling,putty,and germination. Indian Blanket 10 pounds/acre 2. Until sodding is complete and accepted. B Texas Bluebonnet 4pounds/acre €og0g 3 g 2.04 MULCHING Little Bluestein 4 pounds/acre PART II-PRODUCTS 3 A Drystraw or hayofgoodquality,free of seeds of competing plants and at 2.01 MATERIALSEl1 _ P 9P suchrate ot112-2 tore per acre;or, 3.W MULCH €E! A Sod' i !ggn l 13 B. Wood cellulose or cane fiber mulch at a rate of 1,000 pounds per acre when A Al areas to be seeded shalt be mulched. :.cog the slope is 3/4'1 and steeper,or, 1. Sod:As specified on drawings,weed,insect,and disease free !$S $€ I B. Mulch materials shall be applied uniformly over the seeded area.Mulch shall having a minimum of 1 Inch of topsoil attached to the roots and cut €.as^r� 'a @ ye 'g"' C plants at citrate of2112ion of good gtonuas per any dry te and wood cellulose oraw or hay free of seed6cane fiber mof nulch be draw and shalt at of re be Hate 11/2-2to Per acre 2 The sod no more tstellbe cut nystripsrof at leato st l/2 sq.yd.and not more 000SD1qF at a rate of 500 pounds per acre.This combination steal be used when the C. Mulch steal be anchored with an emulsified asphalt binder at the rate of 10 then 1 sq.yd.Sod shall be cut into strips not less than 12"in width0 a.o 9 39 0 slope is latter than 3/4'1,or, gallons per 1600 square feet. or more than 9'in length.At the time of harvest.the top growth shall not exceed 3"in length. - G D. Sericea lespedza seed bearing hay at a rate of 3 tons per acre.This mulch 3.05 PROTECTION 3. All sod shall conform to the laws of the State and shall be obtained C3 maybe applied green or air dried,but must contain mature seed, from sources meeting the approval of the Department of Agriculture, Provide,at no additional cost to Owner,fencing,railing,wire or other types Division of Entomology. IE. Manufactured mulch materials,such as soil retention blankets,erosion of protection for topsoiled and seeded areas against trespassing and g control Fleeing,or others that may be required on special areas of high damage.If lawns am damaged prior to Final Acceptance,treat or replace B. Fertilizer tlwater concentration or unstable soils.When these materials am used,follow them as directed.Remove protection when so directed. I the manufacturer's recommendations for installation. 1. Uniform in composition,free lowing. 9 3.06 MAINTENANCE 2. Suitable for application in approved equipment. r■� 205 HYDRO-MULCHING 3. Analysis of 16-200,16$8 or as directed. Provide maintenance from start of work until Final Acceptance.Maintenance Wood cellulose fiber or cane fiber mulch will be applied with hydraulic seedingincludes watering of lawns,weeding,mowing,edging,repairs of wash-outs C. staler: and fertilizing equipment.All slurry ingredients shall be mixed to and gullies,repairs to protection,and other necessary work of maintenance. 7 form a homogeneous slurry and spray applied within one hour after the Maintain slopes against erosion. 1. Free of oil,acd,alkali,salts or other substances harmful to growth mixture is made. of grasses. X rX 3.07 REHYDROMULCHING h- if Nlren wood cellulose or cane fiber mulch is used at the 500 pound per acre rate,straw or hay mulch with asphalt emulsion is applied over This to The Owner's representative will designate areas to be replanted.Areas on (n 8 complete the mulch. which a card of growing grass is not present in a reasonable length of time, J 1 (Bermuda grass seed should be germinating in 6-8days)shall be prepared, F Wood cellulose or cane fiber mulch at the 1,000 pound per acre rate is used reseeded and remulched,as specified for original planting at no additional r^ 0 alone where other mulch material will not stick cost to Owner.A stand shal be defined as live plants from seed occurring at ' vJ UJ Q a rate of not less than 1,000 growing plants per square toot.Replanting W > Wood cellulose or cane fiber mulch is self anchoring. required because of faulty operations or negligence on the part of the 1-- [t Contractor shall be performed without cost to Owner. Q Q 9 3.08 FINAL CLEAN-UP CO W 0 1 A Al time of final inspection of work and before final acceptance,clean paved W Q N areas that are soiled or stained by operations of work of this section.Clean 1- '� 0 w by sweeping or wasting,and remove all defacements or stains. CAUTION! W B UNDERGROUND UOLITIES ARE LOCATED IN eINS AREA. 48 HWRS PRIOR TO ANY Q rr1 O B. Remove construction equipment,excess material arid tools.Cart away from CONSTRUCTION ACTIVITIES,CONTACT LINE V site any debris resulting from work of this section and dispose of as directed. LOCALES F02 FRANCHISE UTILITY INFO. CALL EFORE YOU 01G: k END OF SECTION 4 TEXAS BEXCAVATiws sAFETY SYSTEM(TESS) K4b) W Z d �■� TElWS ONE CALL SYSTEMS 1-800-344-B3T7 1 1-800-245-4545 BEFORE - LONE STAR 13314 EXT. CENTER YOU DIG... �1-g00-Bfi9-5341 EXT.5 Sheet No. a TURF SPECIFICATIONS L-4 Exhibit C-Special Use Permit Exhibits - Ordinance No. 3604- Page 10 of 13 Date AUG 9,2019 ENLARGEMENT'A' Drawn By 6AC ENLARGEMENT'B' IRRIGATION NOTES: Checked By SAC Revisions rl�N6TE:AC ALIF,E m �''h -`a 1. IRRIGATION LINES ARE SOMETIMES SHOWN OUTSIDE PLANTING BEDS FOR GRAPHIC I Mil 11" L GON IF FC CLARITY ONLY. ADJUST INSIDE BEDS ON SITE. LOCATION IA , ALONG IKOF CURB �� �� ®® HI� 2. AVOID TRENCHING WITHIN DRIP LINE OF EXISTING TREES. WHERE NECESSARY, TRENCH ' LOCATION IF wn I�, -_ PIPEALON! Arli I �' ,. �' � CONFIRM RADIALLY, RATHER THAN ACROSS THE ROOT SYSTEM. ■, BACK OF CONTROLLER 3. MAIN LINE TO BE 1-1/2". r CURB. ©V ° -_ '-"=-•--- --- _ LOCATIDNWI _ i f" 1__.1-114" oWNERPRIOR_ 4. ALL SLEEVES UNDER PAVING TO EXTEND 12" PAST EDGE OF PAVING. COORDINATE '1111f'�f'�i f� aa TO BIDDING WORK WITH GENERAL AND PAVING SUBCONTRACTOR. -� - /4,i ►' „-��III�� (SEE NOTE 6) I 5. ALL HEADS TO BE 4" POPS IN LAWNS. ALL HEADS WITH CHECK VALVES. U ® �4" w ', � '��- 6. COORDINATE SLEEVE SIZE AND LOCATION FOR FREEZE SENSOR, RAIN GAUGE AND y E Z ( ♦ 3/4" i CONTROLLER WITH GENERAL CONTRACTOR. SEAL ALL BUILDING PENETRATIONS WATER tW_- g 7 �. 1•� 1" -1 Z 11GHT. V E z _ 7. SEE FOLLOWING DETAIL SHEET FOR IRRIGATION DETAILS. ~� RI E 3/: w CONFIRM Q y$.. ? CONTROLLER 8. PRESSURE ESTIMATED AT 55 PSI; MINIMUM 50 GPM AS PROVIDED BY CITY. VERIFY k 6 m OWNER LOCATION WI 3/4!. ON SITE AND REPORT TO LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY WORK. a m"7 y OWNER PRIOR 9. CONTRACTOR RESPONSIBLE FOR LOCATION OF ALL UTILITIES INCLUDING BUT NOT Cl.a ' TO BIDDING 1" LIMITED TO TELEPHONE, TELECABLE, ELECTRIC, GAS, WATER, AND SEWER. ANY V w ? (SEE NOTE 6) DAMAGE TO UTILITIES TO BE REPAIRED BY CONTRACTOR AT NO COST TO OWNER. z C'a ® REFER TO SITE/UTILITY PLANS. Q w G `v 1-1/4"- ® 10. VERIFY 100%COVERAGE OF SYSTEM OVER ALL PLANTING& LAWN AREAS AS SHOWN D-5 : s ? z 0 1-1/4" ON DRAWINGS. .•f' S y Z III '' 314" 3/4• !m 11. IF PEDESTAL MOUNTED CONTROLLER IS SPECIFIED, MOUNT ON 4"X3'X3' CONCRETE " 8 2 F■ �� 'r�4" - SLAB WITH (4) #4'S EACH WAY. SLEEVE THROUGH SLAB FOR CONTROLLER WIRING AS 1. 1 M� REQUIRED. 4111 d 314" C A:_ 1 3/4" 12. UNLESS NOTED OTHERWISE, THERE ARE NO EXISTING SLEEVES. IRRIGATION 1 1_114" n /I 1l" P LOCATIONSOR TO UNDER IZE AND PAVEMENTOORDINATE SLEEVE INSTALLATION AS NEEDED IN ALL IIIIII q • - - - _�/ ._ _ , @" \ 13. QUANTITES ARE PROVIDED AS A COURTESY AND ARE NOT INTENDED FOR BID �w� ' -°- 1" 1-1/2 Q ' - '�I II ,y 1 CODE/ORDINANCE, SUBSTITUTE WITH •srJ 1 PURPOSES. CONTRACTOR TO VERIFY ALL QUA PRIOR TO BIDDING. r 4. IF DOUBLE CHECK IS PROHIBITED BY LOCAL .�" E• m ,.�°�-� 1-112"MAINLINE (•].. APPROVED BACKFLOW PREVENTION DEVICE. m 1-114"'( 3/4" 3/4" 3/4i. I 15. ALL WORK IN ACCORDANCE WITH LOCAL, STATE, & NATIONAL CODES&ORDINANCES. �. ;�', g a ©® m ®® I m`, 1" 1-1/4" I 16. CONTRACTOR TO SIZE CONTROL SIZE WIRE AS NECESSARY. HOWEVER, MINIMUM SIZE �6, -- TO BE 14 GAUGE PER NATIONAL ELECTRICAL CODE. ALL SPLICES WITH APPROVED e VW ©I� I MANUFACTURED CONNECTOR IN VALVE BOX. I1 :9 Se a L .. ��,"__ ,r3/4" m -I 17 THAT NOT LOCATE COLLECT WATER. TBOXES IN SWALES, LOW AREAS, OR ANY OTHER LOCATIONS - �� 7 NV I 18. CONTROLLER TO BE WIRED ON DEDICATED 110 VOLT CIRCUIT AND GROUNDED d HYDRAULIC CALCULATIONS *I A�' :. W/GROUNDING SPIKE" PER MANUFACTURER'S INSTRUCT OHS. a SPRAY ZONE A5 t 19. ADJUST HEADS TO AVOID OVERSPRAY ONTO STREETS, ROADWAYS, BUILDINGS AND •._;.iggoit ELECTRICAL EQUIPMENT. Y i ` ""'"-'`'"�"" "" 20.INCLUDE ONE SPARE WIRE FROM CONTROLLER TO EACH CONTROL VALVE. EACH WIRE Ba as ' AVAILABLE PRESSURE 55 PSI (ESTIMATED) ' ' TO BE VARYING COLOR. Na3Xi 24.0 GALLONS PER MINUTE I. J 21. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING FLOW CONTROL AND/OR PRESSURE ,d3..-.. 5 • 1" METER - 3.4 PSI INTENDED.R AT EACH CONTROL VALVE AS NECESSARY TO MAKE SYSTEM OPERATE AS $€oo • 1-1/2" DCVA - 6.1 PSIa ."� HYDRAULIC CALCULATIONS 22.DRIP IRRIGATION IS INTENDED TO MAINTAIN ESTABLISHED PLANT MATERIAL. 4gw8'4„`gg 1-1/2" MAIN- 0.2 PSI SPRAY ZONE 67 CONTRACTOR SHALL HAND WATER AND MAINTAIN NEW PLANTINGS AS REQUIRED UNTIL €a;5s>:; • 1-1/2" LINE LOSS (228') - 2.5 PSI `�ei•`-aa • ELECTRIC CONTROL VALVE - 1.5 PSI AVAILABLE PRESSURE 55 PSI (ESTIMATED) ESTABLISHMENT AND ACCEPTANCE. teagolg IN-LINE BALL VALVE - 0.5 PSI 21.0 GALLONS PER MINUTE ga""g":R 3ekrii' • ZONE LOSS - 2.5 PSI • 1" METER - 2.8 PSI ;' • ELEVATION CHANGE - 0.0 PSI • 1-1/2"DCVA - 6.1 PSI VON 6` E • FITTING ESTIMATE - 1.7 PSI • 1-1/2" WYE - 0.2 PSI €"g p OPERATING PRESSURE - 31.6 PSI • 1-1/2" MAIN LINE LOSS (187') - 1.7 PSI "w " € NOTE: INCLUDE (2) TORO SB-90-PC2 STREAM BUBBLERS TO EACH NEW TREE. ATTACH sigh`" • ELECTRIC CONTROL VALVE - 1.5 PSI R s� ' $ EACH BUBBLER TO TORO 570-6" POPUP. LOCATE BUBBLERS INSIDE TREE WELL OF EACH g1 agpi y • ZONE INE BALL VALVE.0 - 0.5 PSI TREE ON OPPOSITE SIDES OF THE ROOT BALL. ALL BUBBLERS TO BE ZONED :`a37l ,= 1 Irrigation Equipment Table • • ELEVATIONSCHANGE PSI TREE PSI SEPARATELY FROM OTHER HEADS. CONTRACTOR RESPONSIBLE FOR PIPE SIZING, c Qty Sym Equipment . FITTING ESTIMATE - 1.6 PSI SLEEVING, ETC. AND ALL OTHER REQUIREMENTS TO MAKE CIRCUIT(S) OPERABLE. TOTAL agw=w"sa COUNT FOR BUBBLERS AND VALVE(S) NOT SHOWN IN IRRIGATION KEY. IF TREE IS g1gm4iso1 5 e HUNTER ICV (size as indicated)i (EachControl ValvCe) OPERATING PRESSURE - 37.6 PSI LOCATED IN DRIP ZONE, IN LIEU OF BUBBLER USE (2) RAIN BIRD SXB-180-025 aGLLA-:a5 i •30-922 HE Adapter (Co atoControl om Irrigation Equipment Table XERI-BUBBLERS W/SXB-180-SPYK SPIKE TIED INTO EMITTER TUBING. a=13 1 4 •30-922 (Contractor to verify compatibility) g aaaaa3a K Qty Sym Equipment F<esoe.o i 1 COI LEIT 4006 Solar Controller with • MCOL 4000 (32") Mounting Column 7 e HUNTER ICV (size as indicated) w/ACCUSYNC g • LEIT KEY Programer-Provide to owner • LEMA1600HE Solenoid (Each Control Valve) •SKIT 8821-4 Sensor Interface •30-922 Adapter (Contractor to verify compatibility) •HUNTER Rain/Freeze CLIC a 1 W LEIT 4008 Solar Controller with g 1 IV 1-1/2" FEBCO Double Check/Gate • MCOL 4000 (32") Mounting Column ii I I m 1-1/2" FEBCO 650A Wye Strainer • LEIT KEY Programer-Provide to owner a 2 9 Inline Ball Valve size to match mainline • SKIT 8821-4 Sensor Interface 3 • HUNTER Rain/Freeze CLIC - I LM 1" Meter 1 IV 1-1/2" FEBCO Double Check/Gate 2 C•l. QUICK COUPLER VALVE • w X t 1 m 1-1/2" FEBCO 650A Wye Strainer X " 6 • HUNTER PGP Ultra 12-CV Blue Standard 8.0 Nozzle ADJ SCALE: t"=20'-0" a3 Inline Ball Valve size to match mainline Cn a 4 • HUNTER PGP Ultra 12-CV Blue Standard 4.0 Nozzle ADJ 5 e HUNTER Pro-Spray Strip Pattern LCS/RCS/ES - 515 EST 1 LEI 1" Meter J 3 0. QUICK COUPLER VALVE TEMPORARY IRRIGATION WILL BE REQUIRED TO ESTABLISH S g 4 m HUNTER Pro-Spray Strip Pattern SS-530 SST TURF IN ALL DISTURBED AREAS WITHOUT A PERMANENT LU 0 g 6 6 HUNTER Pro-Spray 8' Nozzle 8 (Brown) 090 4 8 HUNTER Pro-Spray 8' Nozzle 8 (Brown) 0180 I- EC IRRIGATION SYSTEM. INSTALL SOD TO ESTABLISH TURF IN Z 18 a HUNTER Pro-Spray 8' Nozzle 8 (Brown) 180 ALL DISTURBED AREAS AS IDENTIFIED ON GRADING AND Q (] J 5. 22 e HUNTER Pro-Spray 8' Nozzle 8 (Brown) 180 12 0 HUNTER PGP Ultra 12-CV Blue Standard 3.0 Nozzle ADJ EROSION CONTROL PLANS. H- CCCO W I a 0 10 • HUNTER PGP Ultra 12-CV Blue Standard 6.0 Nozzle ADJ W Q ALL HEADS SHALL BE EQUIPPED WITH CHECK VALVES CAUTION!!! Z O I UNDERGROUND UTILITIES ARE LOCATED IN W I h a ALL HEADS SHALL BE EQUIPPED WITH CHECK VALVES THIS TRUC. NB HOURS PRIOR TO ANY LINE , 0 0 0 y CONSTRUCTION ACTIVITIES.CONTACT LOCATES ORE FRANCHISE UTILITY INFO. W = Z k CALL BEFORE TOO DIG: TEXAS 344-8377 SAFETY SYSTEM(TESS) Et(Ntt YW�16 J 1-w00-NE cOIL TEXAS-800 ONE CALL SYSTEMS MillMk OV'M Q" I-XA ONE CA Ls BEFORE - {�,�/ LONE STAR NOTIFICATION CENTER YOU DIG... 1-e00-669-6344 EXT.5 Sheet No. IRRIGATION PLAN L•-5 ....... Exhibit C-Special Use Permit Exhibits- Ordinance No. 3604- Page 11 of 13 Date AUG 9,2019 Drawn By GAC Checked By GAC Revisions BOX 4 COVER PER JUMBO PLASTIC BOX 2"CLEARANCE- INISH GRADE FEBGO WYE STRAINER 2" NOT SET BOX GODE/ORDINANGE IS"W x 21"L ON PIPE BALL VALVEJiit —� \ — ;.`f/ A, El El I Pi/ I"PLASTIC BALL VALVE 1—I —II_—■�II{I1101111�1 u r. III 1 k C i1 1 NOTE:INCLUDE HOSE BIBME —IW Q - • •IIIRS BRICK SUPPORTS ATTACHMENTS PER JOB. '� o-a TO MAINTAIN 7 U 4 6 3 MI Ma �I I PROPER DEPTH'A' el M.M-1�. .:. ,I USE EXTENSION V.2 e k - . •: .:r,(e'.'•' f { IF REQUIRm • 2 I \/}0•. .'}�c ,•r. .}. r}. / A. //�}i.}e}}t } •• .r.}• \ _ J'.,EIR .�.ft i:{. .j:.'�ti� t: "t` a= ° m r .}. }.Y}: / \ • �:.}.'}*p}: / ,A� A„ ��XIL GMUBLOCK I 1 aa • ALL VALVE BOXES A"IfflL VAL"GMU BLOCK LL, € \///\/\/\/\//\////\\\W45HED GRAVEL \///•\/\/V V V //\/ 6"GL R Wri 6"GRAVEL BASE PRE-MANUFACTURED ALL VALVE BOXES SWING JOINT 2 'A'AS PER LOCAL CODE MAIN LINE ._ WIRED"�gLRR SUPPORT — 1 TYPICAL INSTALLATION DEPTH) r DOUBLE CHECK VALVE/WYE STRAINER ASSEMBLY QUICK COUPLER VALVE T; = s E SCALE: NOT TO SCALE ��nn ....�y ,l SCALE: NOT TO SCALE .., .JV NOTE:-THRUST BLOCKS ON MAIN LINE-ALL SIZES; . t,"` .,II AND LATERALS 2"4 LARGER ' a -MINIMUM BLOCK SIZE 6"X6"XS :Ig.., as��6s FINISH GRADE \ _ € firMEMii .. \ SNAKE PIPE IN JUMBO PLASTIC BOX \ TRENCH AS SHOWN IS"W z 21"L II R LEVEL W/ Ir ; =l:: dI' IL M ALIGNMENTROUPED CONCRETE . 0LATERALLINE II- ° EDGE OF ''-'jI: =11 At 11- Ilaa=nag TRENCH j iii �t !E ELECTRIC CONTROL VALVE 1111 II I TIII . :,=.g.. i An,1 O ��T MANUAL VALVE iIII.0..a MAIN LINE II:II- a II= (PLASTIC BALL VALVE, 3°'^„ — n II==L ff "=a=n n°nun n=B=n AMETEK OR EQUAL) t. 1 \ lgii' h Ill=ID=BI=11=1f11d1 ..1111:=0 ....4..�...:V.h , •'` V5E EXTENSION a'S°l'i 11=11=II=11=11 :.?F ± r '::j'' y :' zap . I BUNDLE/TAPE IF REQUIRED W °- E 10 '. •�!. 12" 3„ CONTROL WIRES PLAN VIEW .. . 116 1 CLEAR LEA- TO MAIN LINE �e 1 ■ SECTION TRENCH DETAIL 6'GRAVEL BASE w ; Is B ail NOTE:SEPARATE TRENCH FOR 40 SCALE: NOT TO SCALE a=3 s • / U MAIN LINE PREFERRED. ELECTRIC CONTROL VALVE ivAia.,. 1 ` a1WYio SCALE NOT TO SCALE eeP elect B THRUST BLOCKS - PLAN VIEW HEADS A"CLEAR ; ;; a & FROM BACK OF CURB/PAVING t, —SCALE: NOT TO SCALE ALL LOCATIONS / ir-11911141— * Gi a o e 1 a a All,,,„!LAM _ HEAD LAYOUT 14'I!,I'nlis'e:., Plan View H a SCALE: NOT TO SCALE 05 C ,�� .,./II J _J w SPRINKLER - l x 1 ii I410/00 j l .,10�0 w THREADED OUTLET 1/p l�4,' ,�/I I w > Z PRE-MANUFACTURED TEE OR ELBOW �YI�Dt�lu��I li,„ RI SWING JOINT < �R END OF LINE I- a i 1 SPRAY HEAD AS SPECIFIED I— � _ B aii! :IIIIr - Z o _ ( II HUNTER SWING JOINT _ B / MODEL HSJ-0 CAUTION!!! Z F 2 SIDE VIEW 's UNDERGROUND UTILITIES ARE LOCATED IN w = liE a THIS REC. NB HOURS PRIOR TO ANY f Q err O CONSTRUCTIONATES F OR FRANCHISE CONTACT LINE V y '' V - - PVC LATERAL CLALL BEFORE YOUN PISS UTILITY INFO W = z ' TYPICAL INSTALLATION OF _ TEXAS EXCAVATION SAFETY SYSTEM(TESS) e ROTARY SPRINKLER ON 55����vv77r� TEXAS ONE CALL SYSTEMS - TYPICAL INSTALLATION OF �______S wao STAR "S3 YOU DIG... 1 SWING-JOINT RISER SPRAY HEAD 1-NE NOTIFICATION CENTER BEFORE 1-800-8w9-8344 EXT.5 Sheet No. SCALE: NOT TO SCALE SCALE NOT TO SCALE IRRIGATION DETAILS L-6 N 0. Exhibit C-Special Use Permit Exhibits- Ordinance No. 3604- Page 12 of 13 Date AUG 9,2019 Drawn By GAG CONTROL ZONE KIT Checked By SAC Revlslons TOP OF MULCH J LANDSCAPE DRIPLINE TUBING: HUNTER LANDSCAPE DRIPLINE u PLD-04-I5 `\. DRIPLINE START 0 7 g TIE DOWN STAKE: CONNECTION -1 s s MALE ADAPTER y 03 AND TEE I- $ W J [ PNISHGRA0€ f.3 4 - • PROFESSIONAL LANDSCAPE s \/�\/\ /\ \�\� �� DRIPLINE as 17 1 /\ /� / /.\/Gs/i./i. /,\// AREA PERIMETER U O i.5<r $ a Arc: i DRIPLINE ON GRADE SCALE: NOT TO SCALE \ la"ROW SPACING 0 TYPICAL — g 3 W FINISH GRADE �I PERIMETER LATERALS 'r14 7Oa,:,----�- - 2"TO 4"FROM EDGE NIIMOM• VALVE BOX SEE SPECS. LF PLDBV LINE FLUSHING VALVE _ PLUMBED TO DRIPLINE IN 6"BOX LINE FLUSHING € 3 VALVE .II,II--• Typical DRIPLINE END FEED LAYOUT ="gn Typical TUBING DETAIL-NO SCALE o lii wli R. g Q-p -$€gwR U BRICK SUPPORTS •- • �g?ca? m3 g (THREE) C� . 6 a g� 1 3/4"GRAVEL SUMP ��22''``tt��'`�Q-`� - PLD-TEE • €102(41 C (I CUBIC FOOT) vo(�o(JoV DRIPLINE TUBING _1;1/ i oCt.ORP RP RP RP t. LINE FLUSHING VALVE . IOW 1 "ea BLANK DRIPLINE - .-ii0, SECTION-NO SCALE ggwo< ot1 e. TUBING �t€ E DRIPLINE 3/4" Fob S MALE ADA1-I tK € FINISH GRADE PVC TEE(SoSXT) �— • — E \\\ g PVC SCH 40 ELL PVC PIPING-----7 g 11 PVC SCH SO NIPPLE(LENGTH 3 AS REQUIRED,I OF 2) . JJME0 VALVE BOX WITH COVER: . . - �2/ % o'tf DRIPLINE START CONNECTION '� �ioiiI ..,' PVC SCH 80 CLOSE NIPPLE I- a �� PVC SCH SO UNION FOR SECTION-NO SCALE 0" �� � SERVICING ASSEMBLY J /Erik 4.� _ �L PVG SCH 40 MALE ADAPTER (n LU Q 1��1,,,...i =ii!ILIr�f FW- >. Q ' ,1.,.`„?%°, ` %.(s 'off," LATERAL PIPE H CC _ - �BRICK(I OF 4) CO W U •da • 3-INCH MINIMUM IMP 1 H OF (C M 3/4-INCH WASHED GRAVEL CAUTION!!! Z g PVC.SCH 80 NIPPLE CONTROL ZONE KIT: UNDERGROUND UTILITIES ARE LOCATED IN ~ THIS AREA. 48F HOURS PRIOR UTIL TO ANY Q = O (2-INCH LENGTH,HIDDEN) HUNTER ICZ-IOI-40 CONSTRUCTION ACTIVITIES,CONTACT LINE ® V AND PVC SCH 40 ELL LOCATES FOR FRANCHISE UTILITY INFO. w = Z CALL BEFORE YOU DID: aTEXAS EACAVATICH SAFETY SYSTEM(TESS) - PVC SCH 40 TEE OR ELL 1TEXAS-800 34 CALL'SYSTEMS 04a g LONE E CALL 5 PVC MAINLINE 1-8800-669 NOTIFICATION CENTER BEFORE Sheet No, g YOU DIG..., FLOW CONTROL ZONE KIT ✓ DRIP DETAILS L-7 I SCALE: NOT TO SCALE 3 Exhibit C-Special Use Permit Exhibits -Ordinance No. 3604- Page 13 of 13 Date AUG 9.2019 Drawn By GAC Checked By GAC Revisions SECTION 02750 3.Electric Control Valve 9.Fittings at bends in the pipe line and at IRRIGATION a.With flow control. ends of lines shall be firmly wedged against 111 b.Globe valve. the vertical face of the trench. - PART I-GENERAL c. Manual bleed. 10.Make joints in all screwed fittings by applying d.24 VAC solenoid. teflon tope on mole threads. ! 1.01 DESCRIPTION e.Electric control,in-line. 11.Only schedule 80 pipe may be threaded. f. Size to match upstream pipe or as A. Work Included shown on drawings. B.Valves: flp 1.Piping and fittings. 4.Quick Coupler 1.Install all new valves as indicated on the 2.Connection to existing water lines. plans or as may be required for the proper E k 3.Valves,bubblers.and spray heads. a. 1"female inlet. control of the piping systems in which they are 1 4.NI miscellaneous fittings and accessories b.Brass or bronze construction. incorporated. n required to completeand operate system. c. 150capacity. 2.Bury valves deep enough so that valve box m clo covr lid will not protrude above the ground. W'. 5.Excavation and backfll. d.Self losing pro ru 6.Testing and adjusting. e.One piece,single lug,single key y or 3.Set valves vertical and locate 12 inches 6 7.Clean up. construction. from tinsidewalksyAdjust control to give correct V l iB. Related Work Specified Elsewhere keys&hose bib attachments.9. pressure at sprinkler head. a 1.02 QUALITY ASSURANCE rectangullar,heavy dut in jumbo' loatic valve box, jus z y. C.H oeads-Contractor shall Feld d' tall heads gg gg.. ) to min ize/eliminate direct head spray onto all g�R A Codes and Standards: D.Valve Boxes: paving,roadways,walks,buildings.electrical a i transformers and other above ground equipment. g 1.All applicable local and national Plumbing 1.Box for Double check double gate valve: l i Ordinances,Electrical Codes,and Building Codes. 2.National Plumbing Code. a.Concrete box with cost iron cover(or 3.03 FIELD QUALITY CONTROL - B.Licenses: b.Sufficient size to house entire assembly A Leak Test: al - aer permit inspection, 1.All work shall be performednirrigator by o under the maintenance and 1.When them n line or sections of them n supervision n or or repair. loops main swing jointsand valves have g direct of aplumber line,e.g. pe wmg licensed to practice under the authority of the State 2.Box for Electric Valves,Manual Valves,and been installed,the system(or section)will then ., p of Texas. Double Check Valves be pressurized to the operating pressure ",0 s S6 41 @ C.Reference Standards: a."Jumbo",rectangular indicated ran the drawings. The pressure will '. .. -:y'r�4 CS b.Heavy duty plastic construction. then be maintained for a twenty four hour leak c.With locking lid. 2. period. 1.ASTM D-2241-78 „'t' ` 2.All leaks will be repaired and retested prior ��� ��'g;o 2.CS 256-63 E.Sprinkler Heads: 9 lines. �;o�+���� 'e% to Any leak p� u g 1.03 SUBMFITALS 3.Any leaks developed during the first under �,r'rY"Yada*SRPs 1.Bubbler,Flood Type normal operating pressures due to improper a.Plastic construction. installation shall be repaired by the A Maintenance Materials At completion of the job, b. 1/2"IPS female inlet. contractor at no expense to the owner. Iiiiii E furnish spore parts and all special tools and equipment .c Adjustable flow via screen required to operate and maintain system. B.Cleaning and Flushing System: 1 B.Maintenance Data:Furnish two copies of parts list and 2.Spray Heads 1.After pipe,fittings,and valves have been repair manuals and all special tools and equipmentinstalled and connections mode to water to operateand maintain system. a'4"pop/12.poppipe required ys ern. b. Plastic construction. source,flush free of all rock,dirt, € c. Stainless steel retraction spring. trash,pipe shavings,and other debris before ' €. C.Manufacturer's Literature:Submit catalogue data d.Serviceable filter screen and nozzle. installing heads. €"a indicating,performance,weight,size and function of each e.Stationary or gear cdriven. 2.After heads have been installed,u system y S" " w item of equipment and material.1ZAlso provide several times before final inspection.use gg g B manufacturer's operatingmanual. 3.Immediatelybefore final tion,check all 'oB 3.Rotary Heads necessaryPw • w heads for stoppage.Clean if k" €owq D.Project Record Documents: Record on a clean set of 4.Remove nozzles of all heads and flush pipes. B 6°p> a. 12"end port r plans in colored pencil and also a reproducible mylar: b.Full d part circle heads as drawings Clean and replace heads before final inspection. v'2g§5 51 1.All piping and wiring,including control wires by indicate. `o. €Od$6 dimensions. c.Stainless steel retraction spring. .ie.Ui�Rg d.Serviceable filter screen and nozzle. w>" 2.Locate all valves by dimension from two C.Maintenance Instructions: Se ii t directions. F.Controllers: ya3 O 1.School at least two of the Owner's FI0 X PART II-PRODUCTS employeessi operating that will ae nd maintenance irrigation o EO 1.Sold state. 1p ir 2.Digital readout. 8 v 3.Dust Barrier. procedures. 2.2.01 GENERAL 4.Pump/master valve circuit switch. balancing ofpthesystem,ion of antrdollerantenance and V of all 3gg�g;l8 5.0-60 minute timing per station or as valve d controller removal an n ¢ 72'gz§ y A Equipment and Material Requirements: equipment including and replacement of 33Y�i� specified. 1.Standard product of acceptable 6.Up to three start times/day with manual a on n ga�e6w e ride. g G 2.a Infservce performance records to verity 7acturer. V UL listed. 3.04 CLEANUP p�p €rII published capabilities. 8.Battery backup. 3` 4 `0 3. New and unused. A Make final cleanup of all parts of work before final iiw:'.wow G.Accessories: acceptance. GDng"I'2.02 MATERIALS 3 g 1.Jointing Material:Teflon tape for threads on B.Remove all construction materials and equipment. gg`gpg`o 5g S A.PVC Pipe and Fittings: PVC pipe. g 2.Control Wire:Direct Burial,size for voltage C.Prepare site in an orderly and finished appearance. 1. Polyvinyl chloride pipe(PVC) accordance drop,min mum srze per National Electric Code. INIII B with ASTM D-2241-75 made to SDR-PR dimensions D.Remove from site any rock or extra soil that resulted and approved by National Sanitation Foundation. from this work and restore site to its original condition. x 2.2 inch pipe and smaller:Solvent weld PVC PART III -EXECUTION S Type"Bell-End"pipe may be used. END OF SECTION 3.2 inch pipe fittings and smaller.Solvent weld 3.01 GENERAL 8 type as recommended by pipe manufacturer. j 4.All pipedownstream of backflon preventer Install all t and ducts in accordance with Class g to be 200 PVC:all swing joints and risers manufacturer's recommendations. iB.Joints and Fittings: 3.02 INSTALLATION g 1.Nipples and risers:Schedule BO threaded PVC A.PVC Pipe and Fittings: 1 pipe' 1.Handle and install PVC pipe,couplings,and II2.Fittings:Schedule 80 PVC. fittings in accordance with manufacturer's ~ m recommendations and industry standards. C.Valves: 2.cAll PVC fittings shall be molded of the material as the pipe and shall be suitable for J z w 1.Double Check Double Gate Valve solvent d weld,elii jooint ring tight seal,or = o.Factory assembled and tested valve 3.No fittingsmode of other material shall be CO W Q 3 used except copper as specified in the plans w train. Z b.Two spring loaded all brass check valves and details. [[ with soft rubber discs. 4.Spate pipe length in jointing and snake to Q Q 3 c.Two all brass shutoff valves. allow for expansion and contraction. d.Assembled with brass nipples. 5.Thoroughly clean interior of the pipe of at CC b e.In accordance with AMA and ASSE foreign matter before being lowered into W (,) specifications. trench. Keep clean during laying operation by w I- N f.Approved Product:FEBCO. means of plugs or other approved method. O fr 6.Do not lay pipe in water or when trench or CAUTION!!! Z FI 2.Manual Control Valve weather conditions are unsuitable for work.Keep THIS ORES, 4 youRs ARE LOCATED IN w = F d water out of trench until the joints are THIS AREA. 18 HOURS PRIOR TO ANY Q ,rx Q a.Straight type globe valve. completed. CONSTRUCTION ACTIVITIES.CONTACT LINE V 0 b.Size to match upstream pipe or as 7.When work is not in progress,securely close CALL BEFORE ATES FOR FRANCHISE UTILITY INFO. ® W I z 5 Shawn on drawings. open endsO (a pipe and fittings 30 that no trench TEXAS EXCAVATION SAFETY SYSTEM(TESS) ". c.Cross handle control wheel. ter,earth Cher substances will enter pipes or _ 1-800-344-6377 d.Bross or bronze body and parts,Class fittings. TEXAS ONE CALL SYSTEMS 11.11 150. B.Take up and relay any pipe that has the QV'�ag 1-800-]e5-1545IMgl k e.Full floating valve disc with replaceable grade or joints disturbed after laying. LONE STAR NOTIFICATION CENTER BEFORE 3 set and washers. \ 1-800-669-e344 EXT 5 YOU DIG... f.Removable bonnet and stem assembly with Sheet No. pocking gland and nut. IRRIGATION SPECIFICATIONS L-8 Star-Telegram MEDIA Arlington Citizen-Journal I The Keller Citizen i La Estrella Mansfield News-Mirror I Star-Telegram Northeast I Weatherford Star-Telegram star-telegram.com 1 808 Throckmorton St.I Ft Worth,Tx.78102-6315 AFFIDAVIT OF PUBLICATION Account 8 Ad Number Identification PO Amount Cols Depth 600579 0004394989 CITY OF NORTH RICHLAND HILLSORDINANCE ORDINANCE NO.3604 $90.68 ' 51.00 Li Attention: Traci Henderson THE STATE OF TEXAS CITY OF NORTH RICHLAND HILLS County of Tarrant PO BOX 820609 NORTH RICHLAND HILLS, TX 761820609 Before me,a Notary Public in and for said County and State,this day personally appeared VICTORAI CITY OF NORTH RICHLAND HILLS RODELA, Bid and Legal Coordinator ORDINANCE NO.3604 AN ORDINANCE OF THE CITY for the Star-Telegram,published by COUNCIL OF THE CITY OF NORTH RICHLAND HILLS, the Star-Telegram, Inc. at Fort Worth, TEXAS, AMENDING THE COM- in Tarrant County,Texas;and who, PREHENSIVE PLAN AND THE CITY OF NORTH RICHLAND HILLS COMPREHENSIVE ZONING OR- ORDINANCE NO.3604 after being duly sworn, did depose DINANCE BY APPROVING A AN ORDINANCE OF THE CITY g y p SPECIAL USE PERMIT TO AL- COUNCIL OF THE CITY OF and say that the attached clipping of LOW DETENTION/RETENTION STOR� NORTH RICHLAND HILLS, AGE FACILITIES TO BE LOCAT- TEXAS, AMENDING THE COM- an advertisement was published in ED AT 7109-7201 EDEN ROAD PREHENSIVE PLAN AND THE the above named paper on the listed AND 8751 HIGHTOWER DRIVE; COMPREHENSIVE ZONING OR- 1 PROVIDING THAT THIS ORDI- DINANCE BY APPROVING A dates: NANCE SHALL BE CUMULATIVE SPECIAL USE PERMIT TO AL- OF ALL ORDINANCES;PROVID- LOW TWO ING A SEVERABILITY CLAUSE; DETENTION/RETENTION STOR- PROVIDING A PENALTY FOR VI- AGE FACILITIES TO BE LOCAT- OLATIONS HEREOF; PROVID- ED AT 7109-7201 EDEN ROAD ING A SAVINGS CLAUSE; PRO- AND 8751 HIGHTOWER DRIVE; VIDING FOR PUBLICATION; PROVIDING THAT THIS ORDI- 2 Insertion(s) AND PROVIDING AN EFFECTIVE NANCE SHALL BE CUMULATIVE DATE. OF ALL ORDINANCES; PROVID- Any person,firm or corporation vi- ING A SEVERABILITY CLAUSE; Published On: olating any provision of the Zon- PROVIDING A PENALTY FOR VI- ing September September Ordinance and the zoning OLATIONS HEREOF; PROVID- p p map of the City of North Rich- ING A SAVINGS CLAUSE; PRO- 27,2019 land Hills as amended hereby VIDING FOR PUBLICATION; shall be deemed guilty of a mis- AND PROVIDING AN EFFECTIVE demeanor and upon final convic- DATE. tion thereof fined in an amount Any person,firm or corporation vi- not to exceed Two Thousand olating any provision of the Zon- Dollars ($2,000.00). Each day ing Ordinance and the zoning any such violation shall be al- map of the City of North Richlowed to continue shall consti- land Hills as amended hereby tute a separate violation and punishable hereunder. shall be deemed guilty of a mis- PASSED AND APPROVED on this demeanor and upon final convic- 23rd day of September,2019. tion thereof fined in an amount CITY OF NORTH RICHLAND HILLS not to exceed Two Thousand By:/s/Oscar Trevino_ Dollars ($2,000.00). Each day Mayor any such violation shall be al- ATTEST: lowed to continue shall consti- /s/Alicia Richardson tute a separate violation and City Secretary punishable hereunder. APPROVED AS TO FORM AND LE- PASSED AND APPROVED on this GALITY: 23rd day of September,2019. Oa /s/M l Shia B.McGinnis CCI�sO FF NORTH RICHLAND HILLS ( rncpa Cer ) City Mayor ATTEST: SUBSCRIBED AND SWORN TO /s/Alicia Richardson BEFORE ME,THIS 27th day of City Secretary APPROVED AS TO FORM AND LE- Se. -• ber in the year of 2019 GALITY: /s/Maleshia B.McGinnis City Attorney • 1 Notary Public- ,;:k. Y P 4; AMEAR LIu F.RAGA `•*= My Notaiy ID#132031291 - �= 30 2023 �•OF t± I�;pires May� , _ Extra charge for lost or duplicate affidavits. _ ___yi - a,,,� ,,,T�--�— w: - Legal document please do not destroy!