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Item 6K - Narrative and Plans
Narratives and Plans SOUTHLAKE TOWN SQUARE BLOCK 16, LOT 2 SITE PLAN CORNER RESTAURANT 500 RESERVE ST. Formal Submittal May 23, 2022 Muse ccc urni may not be used for regulatory approval permit, or construction. bennett partners t '�, ''�l • * _ _-', E SOUTHLAK 'ja 9 a2020AerialPhotogrphy Scale -1 7200 1 inch = 600 feet a 114 ,► _j z 4�46 a., e � � - w 73 lei AN .� _ .�'r � � ; � ', `�r„1j� - a 1+►' �- 9 i AL .: i i „r,,..s-, .. vsy � r �'-, -" - a�•� . 'AMR � ;� ...-� '�, 16; ; . ' �' s , ,,"8t�.# '+^r �� E<SOUTMA , Ell BLVD — ul �Lf :� � +n � � � 'L " r �f.- � : � � �; � � fL i ,,�: _ ! # t ! 'f: xI' h'• M,,,� E � ' #r. psi OAP Cob i'ti ` .rAFL.:1 ` t ♦ +. '�!-' a - _ 7! rr rf H A '!r afi WNW sky 116. Il _s- �y v �> r ,i � w E ®wV 714.1' ®ww MAG NAI W/ °co WASHER'BDr'" '- J ! 7 LS GENERATOR ` �-_ f CONCRETE f PAVEMENT r _ I j 1 NCRETE J vEMENT L llfj LS 6 a — i1' CONCftE+F. S�GEwAi �. �• I RAMP CEDAR ELM DAR ELM '. CEDAR: ELM f. 5"�CEDAR ELM FL LS -A ELEC FL ELEC a FL ELEC FL ELEC i �LS 1 ASPHALT PAVEMENT Division Street 5 mesa d--ts mar -t based br regulatory app-m permit. orcons—tion 22115.00 Existing Aerial U IG20' BLOCK 16, LOT 2 RESTAU RANT Q co 0 49 20 May 2022 bennett partners OVERVIEW • Cooper & Company is seeking approval of a Site Plan for Block 16, Lot 2, to allow development of a new single -story restaurant and outdoor patio on the northwest corner of Reserve St. and Division St. in Southlake Town Square. • Civil engineering and Landscape Architecture for the Site Plan is being provided by Pacheco Koch. The design architect for the building is Bennett Partners. • The proposed up to 6,185 sq. ft. restaurant is smaller than the 7,000 sq. ft. building allowed under the approved Development Plan for Block 16. An optional elimination of the western bay of the building would reduce building size to approximately 5,170 sq. ft. • A 50% shared parking reduction is requested due to agreements in place by which adjacent structured parking is shared, including: (1) daily availability of short-term parking on the first floor of the garage; and (2) public use of upper floors of the garage on nights, weekends and holidays. • The Site Plan conforms to the approved Development Plan for Block 16. Art Deco exterior architecture of the new restaurant meets the Design Guidelines for new buildings in Southlake Town Square. 5/23/2022 Sra re i« fri�yyj,AYBNp �r14 Ac a ce RO4,0 N 41'17'11' E •� - e°Ncw`ERr -+--:• "sn .'LLiW,� Tu 30.85. _ ^, °°a` saENF E; 48•42'49" E 300.00' ]xsr_ wu osueTi�IET11ii - - _ ° *a 23IW24' E f 4- L-35.57' 1~ 3✓ C'•r'J T 'I.�. ! ! N T-19.1s' a LJ t- CBsN 20'19'SD" E CD-35.76' - �°- 4 bSTM GPEENWDDITIAP CARROLL AON INST NO T210099109 �a- �• S 4178'13" W&1N' 19 I WMG "C3" GENEPAL CONMf R-11 \ _ aP 10 O,OOo !' LOT 3R2, BLOCK IB L D_0_ TCWN LENTER N 00'37.31- SWTILAKE TO. —ARE. 212.18 Ram PHASE IV (BY PLAT) I STA TE STREE $ r Eu.o dawn or ER V s�MP <' e LOi ]R NEW MO55 wE �EENWAV-GARROLL w�MCT Pn�TAE \99Er Nu` / ACCN NST. k0. C21. 9I 9994 \ $[RING 'C3' GENERAL GOuu2RGAL F, ' LU,O, TONN CjN'iER � NEOEwA�ylc�Fi�scu m o-3aro9vr R-279.40' s C8-N 15.5T'24" E, �LLI'r Rom) ( calr(kMaE[T[ L01 1R sx.Il RIGH_01 FADS 4 Y k0- da1 ApOIT10N INSi, N. C20T3495afi w D, R.T.C.T. 2GNINc "sR-1° L,U O: TDVM CENTER _ s se 05 E Now $2' a FF.we..R I xEM wAum (vuuN°ieLF wHaHtl ssoar `o--r xc °OW° " IMME* w _ x Iw AKNPj CAHA ' w ErePyJ3�\ "I 9 r Lu.o.-rows ceNlEx xiw �■ Lfl�1Er) N BO•a5'53" w PEA � CB-N 165131. E` co-131sz' N ODVD'45' W `s 7B'OS'40' JS 48'40'57' E NO .A vAR ANCF Is To eF RFO6ESTEo FOR LOT 40.94 .3a 75.24' LOADING SPACES (xEFfA TO NARRATIVE), PER V - 747' S 29i4'D7" W SECTION 37. z ID%25' SPACES ARE REQUIRED; j DK c ww: _._ 5.11' HO`hEVCR. 1-10k50' SPACE IS PROYIDEO. 2, 30 GARPARKING GPACES I-—CAIFQ IN THE PARKING �_ ACE ON LOT IR ARE A_OCAIEO TO LOT 2 � r + (n5T0 p ` C� T207) ' X 11 w -- r p I 'CJl3 i r��N F 5 50'D5'16 E (v n 44 ,.x.D.-tom. °ciNnn ?ooR srF+P. - m~ EN I�mI,E •-• D1V! IQN_ TREE7` ' .. i 8959115' W MI` IT ' J xL�11NE - - (�1„IE+ �Y— ��, .: T s� ♦ + O Block 16 DEVELOPMENT PLAN a�aMeeB GRANITEANIT, PP 5 GRANITEIT PARK-, SUITE 1200 PLANO, TX ]5024 PHONE. 9AAROM1 -2339 (DIRECT) cGNTAcr�. AARGN e16NE PAN CC KOCH CONSULTING ENGNEERS. INC. 7557 RAMBLER m WTE I.. CALLAE. TEGA5 7601 PHONE. 972-235-3031 CO.— RYAN 1. KOCH, P.E. Pwczz—aoo3 GRAPHIC ® EC ALE IN FEET ^b "y G 69LLAR0 0 EL 1. METER PCWER POLE DO T ETANCARC .— METER WATER ILVE i»Q RRIGAELM CONTROL -I IN HYDRANT w® CNGA,_ NHCLE 1RAFFIC SIGNAL CONTR,Ti T 1`1C $10NAL POLE TELEPHONC DOx 000 FLAG LE PIEE TRAFFIC SIGN 1/2-INCX IRON POD (cM) W/"PA"— NOCH" CAP GEi CON iROIUUG MCMOMENY - - PRp.ERIY L NE FENCE ® GOEDE4GNAnGN PROPLGECCSEC FENCE FIRE LANE ]RACE BREAKS GWA4EG FIRELANE RR•nNrcnuNTv Q FreG VICINITY MAP (NOT TO SCALE) T NFL A& Ck1Exs� H m roA.Lfi�`' THE EICI EER PAM Are .cam mum E - Pacheco Koch DEVELOPMENT AND SITEPLAN GRANITE SOUTHLAKE PHASE 2 OFFICE BUILDING 6 GARAGE EXPANSION LOT 3R1, BLOCK IS SOUTHLAKE TOWN SQUARE RICHARD FADS SURVEY. ABSTRACT NO. 481 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS OESRiN DRAWN DATE SC4lE TES AY£ N6 EMZ I RRL I 2022 1 -- SP1 PK FILE: 3164-21.]66 PK-31fi4-21.3fiB�lE PiPN 1]MG ! PN _ g f BRIM BUILRY DING l! 1 � d� BRIa( 9uaIrNG fjd f �p ! SSC REXRVE SmEEf - /', . r �V N 3mo54c44' E J E � �+ ulILANE Touts 6W ARE _ -=- ! i� Sou LOT 1R BLOCK I] H.AKL ONN PFA:,E V µ4f SqAC PLAr L� ec 38'54'38' W p �� — mNINc NTGT " GT U i'JV.N CENTER �1 MR Lo w IEREN sNa E ttNSWME Lu.a 1Rru !! !. N6 �11eaENN1 >� No 9r Via^ rvi '�t f s9� N 60'IG 53RW BP455�.3 • 787.8 T,. cuss. Tc _ E .:.�� '� Nsnx G' - wax Irel.xcu_ < nuc covccLTL VAN AwEme� STREET xsus Lx1 «Iv: AERR A ��ac NEW A GIs x aN�,E � - =�6 - N RNE R GIM„M LOT B. GLCOK 1G SOUIiLAKE -OPN LG- 2, R OCK 12 SOUAR- ADORION SCUTHLGKE TOWN SQUARE AGGITON LV,G-TOVM GLEN TER L.L.D.=TOWN CENTER BLOCK 16, LOT 2 SITE PLAN NOTES', I. SG 'ARKING SCALE, LGOmi G IN THE PARKING On 1-E ON LO- 11 A'.E 1LL11TEG TO LOT 2. 2. AN ENCRCA H ENT AGREEMENT WLL RE F COJIRED PRIOR C —RJ4AL OF lV BUILDING PATIO LNG9CALYIMLNI INrL RINHT of vrav AT TME LCRNER eF AID 11-1 3. A VALE, PARKING PERMIT NL RE REOLIR=G FDR THE PARALLEL PARKING PLOVG OI'AEION STREET t GRAPHIC SCALE IN FEET Bf o OOL 2O o ELEOi1:IC NET=R POWCR 'C.0 uS T sANOAED im4=11=4N RIL 9/- INC PGN RGG faw•7 N%P FE N 1--N; SEi p(� —1.41T DN PRGPOSEC FENCE FIRE LANE - CRAGE 3RCAKS G—, I: '7 FIREUNE i I VICINITY MAP (NOT TO SLATE) ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY 11—ECTT REVISION=RIORTocal.LSTa--D AJc�RLGrie�Puvin�Tn�w walLilrvNls�w.� Ip waAs �cI vn mlWir[o, er me ort as er wIs Nr Nrt IGE OF R[6E 000_YdT6iNEIY 16ER NTIRNS TEIR UI�FRSTAx01NC Pacheco SITE PLAN SOUTHLAKE TOWN SQUARE PRELNINARY NEW RESTAURANT LOT 2, BLOM 16 ouucR,llFNn ro 5ooPORNaL :°� BEY PNWl3 e,i-alo'-oazs (DIRECT) CONTACT:FRAI BL195 'DlgaEm PAGO CO KO CONSOLING ENMNEER%,I 7557 RAMBLER RD. WIM 1400 15 TRE R o Ewa IS MR "4d'M°'R°i m1S161 � "9°"A a „— " 7c fe/bp/zpa�rR SOUTNLAKE TOWN SQUARE RICHARD EARS SURVEY. ABSTRACT NO. 481 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS ofsr�n a PATE .— NOTES RLE NO PALu$ l72- I5-W PHane s7R-z5s-3o31 CONTACT: RYAN .L NOCX, P.E. ZA92-GD25 R.N( DP6 . 1,_Tlt' Sp-1 PK HLL 316-139 PK-3164-)2.139SI1E PIAN.OWG South Elevation -- West Elevation 4'-0" metal rail with gate North Elevation Those documents may not eo used for regulatory approva4 permit, orconatrucnon. 22115.00 BUILDING ELEVATIONS brick I" metatrait h gate East Elevation Elevations BLOCK 16, LOT 2 RESTAU RANT .co onry :k tat ta11 ers masonry brick metal 2'-4" tall brick planters stucco brick r N O mason ry 23 May 2022 ZA22-0025 bennett partners BUILDING DESIGN • The restaurant's Art Deco exterior design is derived from the many traditional, one-story commercial structures developed in the 1920s and 30s. Fort Worth architect Bennett Partners is the design architect for this building. • The building's facade features a series of bays defined by substantial brick pilasters on either side of the main entry. A canopy cover over the main entry continues east, expanding to wrap the east end of the building to cover an approximately 1,295 sq. ft. corner patio that will provide a new upscale outdoor social space for Southlake Town Square. • The street -facing materials are predominantly brick. A spandrel panel on the western elevation is detailed with a decorative pattern. The main entry facade on Division St. is stucco, with tile accents above. Stucco is used for the pilaster capitals and cornice profile. Rear elevations are stucco, formed to create a series of panels that emulate the main facade. • The proposed building meets the intent of the Downtown District Guidelines. In addition to other Town Square precedents, its design is compatible with neighboring Granite office buildings. The building and patio's placement on the street adds a new point of interest on this highly visible corner location. 5/23/2022 i oomer pilaster (9 112" into RO' ?L_ PL PL _ _ PIL el - typical pilaster ' ] main entry pilaster (9112" into ROW)"r (VV into ROW) a �, ,r n i i e; dumpster — -- — enclosure gj r 'It a sfo r -- -- \ fire riser room one story building up to 6,145 sf restaurant 2 i typW Pilaster — 12 bpiral pilaster — Mass documents may no be used for regulatory ai permit orconetruolon. ° patio main entry a a ---y / 3 n,ala entry pleali -3 ,ah srnr pllaslar 2 typical piiaamr — • 2 Npiral Ouster — e 2 Npi.ii I I.., _�, patio gatpe� r ar iel � is-ii w i // / I ws ana eta � ma c.a• � 1 l 1199, Division Street 20'H 23 May 2022 ZA22-0025 22115.0e Architectural Plan _ bennett 0 8' 76' vnwxm 5/23/2022 BLOCK 16, LOT 2 RESTAURANT partners �www� riw�zra�t www�w www�w i�iM MIA:.k eekk ■■ Ell FDvl51ON 5-FffT BLOCK 16, LOT 2 LANDSCAPE PLAN REQUIRED LANDSCAPE SUMMARY TOWN CENTER PU INTERIOR LANDSCAPE ARE0. PLANTING REQUIREMENTS _ �LG`N000 O�RRM'Z'00 of E1 Nx15= 0'G fd'J]]%C2=E0� 1 Pacheco ® LOT 21 BLOCK16 SOUTHLANE TOWTOWSN SQUARE RICHARD FADS SURVEY. ABSTRACT NO. 481 CITY OF SOUTHLAHE, TARRANT COUNTY, TEXAS GRAPHIC SCALE IN FEET IA21-0025 AMH -A L3.00 PN RLI 1- 131 zozz sNovm LANDSCAPE PLAN • The Dallas office of Pacheco Koch is leading landscape design for this project. • The Landscape Plan builds on established streetscape precedents throughout Town Square. • A landscaped edge running along the south and east sides of the sidewalk abutting the patio enhances pedestrian safety and improves visibility for nearby traffic. This edge is also designed to complement the series of planters surrounding the patio which add to the landscape interest at this corner. • A small private garden on the north side of the building between the restaurant and Granite Place I provides a quiet interlude between buildings, enhances walkability, and adds visual interest for diners, office workers and other visitors. • An optional landscaped area on the west side of the building may be added if the smaller building option is chosen (thereby eliminating the western bay of the larger building, subject to final selection of the restaurant for this location). 5/23/2022 i oomer pilaster (9 112" into RU ?L_ PL PL _ _ PL el - typical pilaster ' ] main entry pilaster (9112" into ROW)"r (VV into ROW) a �, ,r n e; dumpster — -- — enclosure gl f s-0• YI 1 It a sfo r I -- -- - _ 1 � If ro fire riser ! room 1 landscap3 area one story building 5,170 sf restaurant I ! I R main entry L— — — 3 I mein errtry plireli � I miner pl%t r Mass documents may no be used for regulatory ai permit oreonstruc4on. zzns.oa OPTIONAL REDUCED AREA 12 lyp wipilaeear 2 typii— 3 in arm shear -� 2 typi pi2 bpio0i oasmr Patio atr Iwo, s fvs k vY.c k we , eta r ivb k ca aaa^ Division Street Architectural Plan - Alternate 5,170 sf BLOCK 16, LOT 2 RESTAURANT Qj CI a� a i Or 23 May 2022 ZA22-0025 bennett a •��,� partners s.r s I�AiJII iA�l 1 p AAI�h rtl MIY 11 All mese dmumenta may no be used for regulatory approval. permit. oreonstruction. 22ns.oa View looking Northwest BLOCK 16, LOT 2 RESTAURANT 23 May 2022 _ 22-0025 bennett o.A..,.. partners Corner Patio in the ROW Popularity of the Moxie's corner patio has prompted calls for more patios like this in Town Square. The Site Plan for Block 16 Lot 2 reflects feedback from restaurants who are looking at this location and is a key element of what they feel will help them be successful here. Cooper & Stebbins requests approval of the corner patio design as submitted in the Site Plan, and as an integral part of the overall building design. As with previous patios in the City ROW of Town Square, the patio applicant will be required to complete an Encroachment and Joint Use Agreement of a Right -Of - Way for the City's consideration, with the patio's use by the restaurant applicant subject to the City's approval and the further execution of a Separate Right -Of -Way Joint Use Agreement executed by the restaurant and the City. 5/23/2022 Variance Request: Parking 1) Parking. A 50% shared parking reduction is requested pursuant to Section 35.2 of the Comprehensive Zoning Ordinance. Section 37.4.j of the Comprehensive Zoning Ordinance requires that parking shall be calculated and provided pursuant to Section 35 (including the shared parking provisions of Section 35.2). The minimum number of off-street parking spaces required for restaurants under Section 35.6.b(8)(a) is 1 space per each 3 seats under maximum seating arrangement, or 1 space per each 100 square feet of floor area, whichever is greater, subject to DT Zoning provisions including: • Required parking may be located and maintained anywhere within the Downtown District. • When a mixture of office, retail, and other uses are located in the same block or street, parking requirements for such the uses shall be reduced at a rate of ten (10) percent in order to promote shared parking. Section 35.2 allows for up to 50 percent of the parking spaces required for cafes may be provided and used jointly by banks, offices, retail stores and similar uses not normally open, used or operated during the same hours, provided, a written agreement thereto is properly executed and filed. 5/23/2022 Variance Request: Parking (continued) The Block 16 Parking Easement Agreement between the owner of the Garage and the City of Southlake grants the City, and its successors and assigns, for the benefit of the general public a perpetual, non- exclusive right and easement to enter upon and use the Garage for the sole purpose of automobile parking during the specified time periods, and in the designated portions of the Parking Garage, set forth below: Monday — Friday: Ground Level Only - 24 hours a day, 7 days a week, subject to max. 2 hours per visit Monday — Friday: Entire Garage — 6:00 p.m. to 6:00 a.m. Saturdays, Sundays & Holidays — Entire Garage — Entire 24-hour period A total of 35 parking spaces are allocated to Block 16, Lot 2. Based on the availability of parking in the Garage and surrounding areas of Town Square, Cooper and Stebbins requests the full 50% shared parking reduction for the restaurant on this Lot. 5/23/2022 BUILDING A BETTER BLOCK • The Revised Site Plan requested in this application is in harmony with the Downtown Design Guidelines for Town Square including overall site design, design of the building and associated streetscape, material selections, exterior lighting and signage. • The restaurant's design and detailing has prior precedents throughout Town Square and is compatible with surrounding buildings, while at the same time giving this building a strong individual identity. • Building massing and design relates well to surrounding development. Architectural elements, including overhanging canopies and outdoor patio space, help unify the building and site design and provide a human scale to the development. • The proposed development adds to the variety and interest of the area, while strengthening pedestrian connections along Division St., Reserve St., and cross connections to the Southlake Hilton, McPherson Park and beyond. 5/23/2022 c� p z a J CL w H- �I M_ N N I (o M O N p M U J_ i c� p / rn M Rz INST. NO D216064992 5 STORY OFFICE BUILDING 151,000 S.F. FF=638.35 CITY CASE NUMBER ZA21-0087 LOT 3R1, BLOCK 16 SOUTHLAKE TOWN SQUARE, PHASE IV I9<71Yle-W776 ;7 FH EXISTING CONCRETE DRIVE APPROACH EOM Nov 03 E O N I LOT 1 R, BLOCK 17 SOUTHLAKE TOWN SQUARE ADDITION ZONING "DT" L.U.D.=TOWN CENTER PROP. WALL AROUND NEW _ COVERED PATIO AREA WV w ® %v 205.6' ---- - - - - --------- SPACES ARE PROVIDED FOR - - - - - -- -- SHORT-TERM PARKING: 2 HR wv wv RE -ALIGN EXISTING CROSSWALK LIMIT BEFORE 3 PM AND ® CLOSER TO RESERVE & DIVISION VALET AFTER 3 PM FV INTERSECTION LOT 9, BLOCK 12 SOUTHLAKE TOWN SQUARE ADDITION ZONING "DT" L.U.D.=TOWN CENTER / / / / / / LOT 2, BLOCK 12 SOUTHLAKE TOWN SQUARE ADDITION ZONING "DT" L.U.D.=TOWN CENTER SITE PLAN SUMMARY DATA TABLE GENERAL SITE DATA LOT 2, BLOCK 16 EXISTING ZONING DT- DOWNTOWN PROPOSED ZONING DT- DOWNTOWN LAND USE DESIGNATION TOWN CENTER GROSS/NET ACREAGE (SOFT, ACRES) 12,161 SOFT 0.28 ACRES NUMBER OF PROPOSED LOTS 1 PERCENTAGE OF SITE COVERAGE 51% AREA OF OPEN SPACE (SOFT, ACRES) 1,733 SOFT 0.04 ACRES PERCENTAGE OF OPEN SPACE 15% AREA OF IMPERVIOUS COVER (SQFT, ACRES) 10,428 SOFT 0.24 ACRES PERCENTAGE OF IMPERVIOUS COVERAGE 86% TOTAL BUILDING AREA (BLDG. FOOTPRINT) 6,145 SOFT GROSS FLOOR AREA 6,145 SOFT NUMBER OF STORIES 1 BUILDING HEIGHT 30' PROPOSED FLOOR AREA BY USE RESTAURANT PARKING GARAGE FOOT PRINT N/A PARKING GARAGE FLOOR AREA PARKING GARAGE LEVELS PARKING GARAGE HEIGHT PARKING REQUIRED CODE REQUIRED (1 SPACE/100 SF) 62 50% REDUCTION PER ZONING ORDINANCE SECTION 35.2 31 TOTAL REQUIRED PARKING 31 PARKING PROVIDED - PROPOSED STANDARD(PARKING STRUCTURE) 30 PROPOSED STANDARD (STREET PARKING) 4 PROPOSED (HC STREET PARKING) 1 TOTAL PARKING 35 LOADING SPACES REQUIRED 0 LOADING SPACES PROVIDED 0 START CONSTRUCTION, MONTH/YEAR 3/2022 END CONSTRUCTION, MONTH/YEAR 4/2023 NOTES: 1. 30 PARKING SPACES LOCATED IN THE PARKING GARAGE ON LOT 1 R ARE ALLOCATED TO LOT 2. 2. AN ENCROACHMENT AGREEMENT WILL BE REQUIRED PRIOR TO APPROVAL OF THE BUILDING PERMIT FOR THE OUTDOOR PATIO ENCROACHMENT INTO THE RIGHT—OF—WAY AT THE CORNER OF RESERVE STREET AND DIVISION STREET. 3. A VALET PARKING PERMIT WILL BE REQUIRED FOR THE PARALLEL PARKING ALONG DIVISION STREET TO BE OPERATED AS SUCH. OWNER/DEVELOPER COOPER AND COMPANY 531 CENTRAL AVENUE SOUTHLAKE, TX 76092 PHONE: 817-310-0825 (DIRECT) CONTACT: FRANK BLISS ENGINEER PACHECO KOCH CONSULTING ENGINEERS, INC. 7557 RAMBLER RD. SUITE 1400 DALLAS, TEXAS 75231 PHONE: 972-235-3031 CONTACT: RYAN J. KOCH, P.E. PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF RYAN J. KOCH, P.E. TEXAS REGISTRATION NO. 118718 DATE: 05/20/2022 ZA22-0025 0 10 20 40 60 GRAPHIC SCALE IN FEET L— E G E N I=> B. BOLLARD EM® ELECTRIC METER PP. POWER POLE LS_0 LIGHT STANDARD wMo WATER METER We WATER VALVE icvo IRRIGATION CONTROL VALVE FH¢ FIRE HYDRANT Co. CLEANOUT MHOO MANHOLE TScEi TRAFFIC SIGNAL CONTROL TSP, TRAFFIC SIGNAL POLE TELEX TELEPHONE BOX � FLOOD LIGHT FP, FLAG POLE SIGN TRAFFIC SIGN 1/2—INCH IRON ROD IRS W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT — — PROPERTY LINE x FENCE ® COORDINATE DESIGNATION x PROPOSED FENCE FIRE LANE .............................. GRADE BREAKS SWALES FIRELANE w w p HIGHLAND J m = Q Y PROJECT LOCATION WILDWOOD o �ceret5o a LAKE WO D cap 0 Y 0 0 0 0 W 0 of Q w m a _ 0 m U TARRANT COUNTY MAPSCO F-26G VICINITY MAP (NOT TO SCALE) ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. PK FILE: 3164-22.139 PK-3164-22.139—SITE PLAN.DWG 0 J H D �I r7 N N I 0 N U J_ U 0 0 i m i • E3 • ,,,,,r,,,,,,,,,, S �487,1""" 0 00" E 29g, 950 5 STORY OFFICE BUILDING 151,000 S.F. FF=638.35 CITY CASE NUMBER ZA21-0087 Nk� PROPOSED DOMESTIC SERVICE PRCIPCISFFI FIRF CFRVICF I ' � I bo b I � I NI 1 I MUNICIPAL U AND DRAINA I (INST. NO. D I I I _ I 3 N I IR / BENCH MARK LIST BM# 1 " + " CUT ON CURB INLET EAST OF 1281 E STATE HIGHWAY 114, ±77.36 FEET SOUTHWEST OF THE INTERSECTION OF STATE STREET SAND E STATE HIGHWAY 114, ±35.5 FEET SOUTHEAST OF THE CALABRESE SIGN. NORTHING=7031761.66' EASTI N G= 2388444.98' ELEV=635.64' BM# 2 + " CUT ON TOP OF CURB SOUTHEAST OF 600 STATE STREET, ±44.1 FEET SOUTH OF THE INTERSECTION OF DIVISION STREET AND STATE STREET, t3.5 FEET NORTHWEST OF THE MOST SOUTHERLY STOP SIGN OF SAID INTERSECTION. NORTHING=7031112.48' EASTING=2388637.12' ELEV=640.76' BM# 3 + " CUT ON CURB INLET LOCATED SOUTHWEST OF 550 RESERVE STREET ON THE NORTH CURB LINE OF MCPHERSON PARK, ±154.8 FEET NORTHWEST OF THE INTERSECTION OF RESERVE STREET AND DIVISION STREET, ±35.9 FEET NORTH OF A TRANSFORMER FOUND OF THE NORTH-NORTHEAST SIDE OF SAID PARK. NORTHING=7031028.91' EASTING=2388637.12' ELEV=633.65' I, wM 1 ° MP II , 1 IU RAMP 1 •�I b�� 1 J SIX -STORY ' I eR�s ' ' 05 wM BRICK BUILDING ti 4. I 550 RESERVE STREET • 0 wM, 1 • RAMP _ll 1, 1. • '� M DUMPSTER 1 ^ I AREA 1 1. , N 3 I I co pG TRA R EM I o) V ' M "v B, e I� 12.$w' B ° r F B 0c0 I, ,B Al B ' I B B FFS \ \ I 1, B • IRS=-== / Ls CONNECT PROP. 18" STORM GENERATOR \ ` NAM °, PAVE TO EXISTING 18" STORM IRS i ❑ _ PROP. STORM INLETS _ •w - IGATION J CONNECT BUILDING SERVICE ; 1 1 S .3 SS • STORM DRAIN TO PROP. STORM STUB LOT 2, BLOCK 16 I " • SOUTHLAKE TOWN SQUARE, ' CONNECT BUILDING SANITARY TO EXISTING PHASE IV • ilo SANITARY STUB INST. NO. D216064992 �O FROME N�RPN� S\ F\R CORNER - �RPNS L � I STM I OO ZONING "DT" NEW 1 STORY PUBLIC UTILITY EASEMENT L.U.D.—TOWN CENTEF,RESTAURANT PROP. I INST. NO. D216064992 6,145 S.F. 1 FDC 3 W •d , RAMP LS '� ASPHALT PAVEMENT 3 I L- - - - - - - - �Ls WN -N wv 12"W 12"W 12"W - - - - - - - - - - - - - - - -U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FV E OWNER/DEVELOPER COOPER AND COMPANY i 531 CENTRAL AVENUE / SOUTHLAKE, TX 76092 PHONE: 817-310-0825 (DIRECT) CONTACT: FRANK BLISS 4 ENGINEER / PACHECO KOCH CONSULTING ENGINEERS, INC. 7557 RAMBLER RD. SUITE 1400 DALLAS, TEXAS 75231 PHONE: 972-235-3031 CONTACT: RYAN J. KOCH, P.E. ASPHALT PAVEMENT 11 12"W ZA22-0025 0 10 20 40 60 GRAPHIC SCALE IN FEET L— E G E N E:--:::> B. -N wv 12"W 12"W 12"W - - - - - - - - - - - - - - - -U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FV E OWNER/DEVELOPER COOPER AND COMPANY i 531 CENTRAL AVENUE / SOUTHLAKE, TX 76092 PHONE: 817-310-0825 (DIRECT) CONTACT: FRANK BLISS 4 ENGINEER / PACHECO KOCH CONSULTING ENGINEERS, INC. 7557 RAMBLER RD. SUITE 1400 DALLAS, TEXAS 75231 PHONE: 972-235-3031 CONTACT: RYAN J. KOCH, P.E. ASPHALT PAVEMENT 11 12"W ZA22-0025 0 10 20 40 60 GRAPHIC SCALE IN FEET L— E G E N E:--:::> B. BOLLARD EM® ELECTRIC METER PP, POWER POLE Ls LIGHT STANDARD wMo WATER METER wvo WATER VALVE Icv® IRRIGATION CONTROL VALVE FH� FIRE HYDRANT Co. CLEANOUT MHO MANHOLE TSCo TRAFFIC SIGNAL CONTROL TSP . TRAFFIC SIGNAL POLE TELEX TELEPHONE BOX �c FLOOD LIGHT FPS FLAG POLE SIGN TRAFFIC SIGN 1/2-INCH IRON ROD IRS W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT PROPERTY LINE X FENCE OHL OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE T UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE 6"W UNDERGROUND WATER LINE - 6"SS - UNDERGROUND SANITARY SEWER LINE PROP FDC LOCATION PROP WATER VALVE PROP FIRE HYDRANT PROP WATER LINE W/ BEND PROP SANITARY SEWER LINE ao PROP SANITARY SEWER CLEANOUT REFER SHEET CO.1 FO GENERAL NOTES COORDINATE! ! CONTACT: DIG—TESS 1-800—DIG—TESS ATMOS ENERGY 1-800-332-8667 ONCOR ELECTRIC 972-888-1359 AT&T 1-817-589-1056 CHARTER SPECTRUM 1-817-205-8177 TXU 1-800-711-9112 TEXAS ONE CALL 811 48 HOURS PRIOR TO CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF RYAN J. KOCH, P.E. TEXAS REGISTRATION NO. 118718 DATE:05/23/2022 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. PK-3164-22.139—UTIL.DWG "o"ll M M D I OT 9 RI n(.K 1 ACCESSIBLE PARALLE PARKING SPAQ (2% MAX SLOPt ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. ilo OWNER (DEVELOPER COOPER AND COMPANY 531 CENTRAL AVENUE SOUTHLAKE, TX 76092 PHONE: 817-310-0825 (DIRECT) CONTACT: FRANK BLISS ENGINEER PACHECO KOCH CONSULTING ENGINEERS, INC. 7557 RAMBLER RD. SUITE 1400 DALLAS, TEXAS 75231 PHONE: 972-235-3031 CONTACT: RYAN J. KOCH, P.E. ZA22- 0025 L SOUTH (C� 0 10 20 40 60 GRAPHIC SCALE IN FEET I— E G E N = B. BOLLARD EM® ELECTRIC METER PP, POWER POLE LSA LIGHT STANDARD WMo WATER METER Me WATER VALVE cv® IRRIGATION CONTROL VALVE FH¢ FIRE HYDRANT coo CLEANOUT MH O) MANHOLE TSC0 TRAFFIC SIGNAL CONTROL TSP, TRAFFIC SIGNAL POLE TELEX TELEPHONE BOX �c FLOOD LIGHT FP, FLAG POLE SIGN TRAFFIC SIGN 1/2—INCH IRON ROD IRS W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT — — PROPERTY LINE X FENCE OHL OVERHEAD UTILITY LINE 613 EXIST CONTOUR 612.39 EXIST SPOT ELEVATION TG 612.39 EXIST TOP OF CURB ELEVATION G 611.89 EXIST GUTTER ELEVATION 4OO PROPOSED CONTOUR TC 614.50 PROPOSED TOP OF CURB ELEVATION G 614.00 PROPOSED GUTTER ELEVATION EL 614.25 PROPOSED SPOT ELEVATION PROPOSED TOP OF WALL ELEVATION TW 620.50 PROPOSED GROUND ELEVATION EL 614.00 AT BOTTOM OF WALL MG. MATCH EXISTING GRADE PROPOSED SWALE PROPOSED GRADE BREAK PROPOSED DRAINAGE FLOW DIRECTION PROPOSED 100—YR FLOODPLAIN LIMITS REFER TO SHEET CO.1 FOR GENERAL NOTES REFER SHEET SP-2 FOR BENCH MARKS COORDINATE! ! CONTACT: DIG-TESS 1-800-DIG-TESS ATMOS ENERGY 1-800-332-8667 ONCOR ELECTRIC 972-888-1359 AT&T 1-817-589-1056 CHARTER SPECTRUM 1-817-205-8177 TXU 1-800-711-9112 TEXAS ONE CALL 811 48 HOURS PRIOR TO CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF RYAN J. KOCH, P.E. TEXAS REGISTRATION NO. 118718 DATE:05/23/2022 W cy cn 3 0 UJI J 'O'^ v! PK-3164-22.139-GRAD.DWG TREE MITIGATION NOTES I . PROCEDURES REQUIRED PRIOR TO CONSTRUCTION: THE FOLLOWING PROCEDURES SHALL BE FOLLOWED ON ALL TYPES OF CONSTRUCTION PROJECTS. A. DURING PRE -CONSTRUCTION, TREES TO BE REMOVED SHOULD BE REMOVED FROM THE SITE IN A MANNER TO AVOID INJURY TO REMAINING TREES, INCLUDING THE REMOVAL OF STUMPS AND/OR ROOT SYSTEMS. HEAVY EQUIPMENT SHALL NOT ENCROACH ON THE ROOT SYSTEMS OF TREES TO BE RETAINED OR OTHER TREES OF HIGH VALUE. IF NECESSARY, TREES SHOULD BE REMOVED MANUALLY WITH CHAIN SAWS, AND STUMPS SHOULD BE GROUND OUT INSTEAD OF USING HEAVY EQUIPMENT. B. CRITICAL ROOT ZONES SHALL BE ESTABLISHED AND MAINTAINED FOR ALL TREES TO BE CONSERVED ON A CONSTRUCTION SITE. THIS AREA MAY BE ADJUSTED FOR EXISTING BUILDINGS, WALKWAYS, AND ROADS BY PERMISSION OF OWNER, BARRICADES SHALL BE 4 FOOT HIGH ORANGE VINYL CONSTRUCTION FENCE. SIGNS, IN ENGL15H AND SPANISH SHALL BE PLACED VISIBLE FROM ALL DIRECTIONS, ALONG THE FENCE TO INFORM WORKERS OF THE PURPOSE OF THE BOUNDARY. THE BARRIER AND PROPER SIGNAGE SHALL BE INSTALLED PRIOR TO ANY SITE PREPARATION AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROJECT. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILDUP WITHIN THE TREE DRIP LINE. APPLY 4 INCHES OF COURSE MULCH WITHIN PROTECTION AREAS TO HELP REDUCE MOISTURE STRESS AND REDUCE MAINTENANCE. 4 g�OGK SaU ARE, L0 KE TOWN SOUTN�ApHASE 1V ZO 110WN C ENTER I INCRETE aVEMENT C. WHERE EXCAVATIONS ARE PERFORMED WITHIN THE ROOT ZONE OF TREES, TRENCHING SHOULD BE PERFORMED MANUALLY, OR BY USING A VIBRATORY PLOW, DIRECTIONAL BORER, OR BY AIR SPADING. BACKHOES SHALL NOT BE USED TO RIP ROOTS AT CONSIDERABLE DISTANCES FROM THE POINT OF EXCAVATION. WHEN TRENCHING OR MODIFICATION OF THE ROOT ZONE ENCROACHES HEAVILY ONTO ESTABLISHED TREES, A ROOT PRUNING METHOD SHOULD BE EMPLOYED WHERE THE ROOTS ARE EXPOSED AND TRIMMED WITH PROPER PRUNING TOOLS SEVERAL INCHES TO THE SIDE OF THE TRENCH BORDERING THE TRUNK OF THE AFFECTED TREE. TEARING OF ROOTS IS TO BE AVOIDED. SUPPLEMENTAL IRRIGATION SHALL START IF NEEDED. ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH TO THE SOIL AND SEALED USING LAC BALSAM. BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL AS SOON AS POSSIBLE (I.E. WITHIN THE SAME WORKDAY). IF ROOTS ARE NOT BACKFILLED WITHIN THIS TIME, THEY SHALL BE COVERED WITH ORGANIC MATERIAL SUCH AS COMPOSTED MULCH TO A DEPTH OF 4 INCHES, WHICH WILL REDUCE TEMPERATURE AND MINIMIZE WATER LOSS DUE TO EVAPORATION. D. ALL TREES DIRECTLY ADJACENT TO BUILDINGS SHOULD BE PRUNED FOR CANOPY RAISING TO PROVIDE A MINIMUM OF 4 TO G FEET OF CLEARANCE OVER THE BUILDINGS AS WELL AS CANOPY REDUCTION PRUNING TO PROVIDE A MINIMUM OF 2 FEET CLEARANCE AWAY FROM THE SIDES OF BUILDINGS. FUTURE BUILDING 1-1 2. THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE SUBJECT TO THE REQUIREMENTS OF THE CITY ORDINANCE. ESTATE HIGHWAY 1 14 BL�C SQU ARE, 1 G/ pSP� 1 V 1�10� P pVE D A. MATERIAL STORAGE: NO MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE. B. EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED OR OTHER LIQUIDS DEPOSITED OR ALLOWED TO FLOW OVERLAND WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF A PROTECTED TREE. THIS INCLUDES, WITHOUT LIMITATION, PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR MATERIALS. C. TREE ATTACHMENTS: NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE. D. GRADE CHANGES: NO GRADE CHANGES SHALL BE ALLOWED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE UNLESS ADEQUATE CONSTRUCTION METHODS ARE APPROVED BY THE LANDSCAPE ARCHITECT. E. IMPERVIOUS PAVING: NO PAVING WITH ASPHALT, CONCRETE OR OTHER IMPERVIOUS MATERIALS THAT MAY REASONABLY BE EXPECTED TO KILL A TREE SHALL BE PLACED WITHIN THE LIMITS OF CRITICAL ROOT ZONE OF A PROTECTED TREE EXCEPT AS OTHERWISE ALLOWED IN THE CITY ORDINANCE. 3. PROHIBITED ACTIVITIES IN DRIP -LINE: NO HEAVY EQUIPMENT, INCLUDING BUT NOT LIMITED TO TRUCKS, TRACTORS, TRAILERS, BULLDOZERS, BOBCAT TRACTORS, TRENCHERS, COMPRESSORS, AND HOISTS, SHALL BE ALLOWED INSIDE THE DRIP -LINE OF ANY PROTECTED TREE ON ANY CONSTRUCTION SITE WITHOUT THE SPECIFIC APPROVAL OF THE LANDSCAPE ARCHITECT. 4. TREES THAT WERE PREVIOUSLY IRRIGATED SHALL BE IRRIGATED DURING CONSTRUCTION. THEY SHALL RECEIVE A MIN. OF ONE INCH OF WATER PER WEEK FROM THE COMBINATION OF RAINFALL AND IRRIGATION. TREES WITH ROOT -DAMAGE SHALL RECEIVE TWO INCHES OF WATER PER WEEK FROM COMBINATION OF RAINFALL AND IRRIGATION. 5. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO TREES THAT ARE TO REMAIN. CONTRACTOR TO INSTALL NEW TREE OF EQUIVALENT SIZE IF DAMAGED DURING CONSTRUCTION. ASPHP�TT P PVEMEN r—) — 7= Ufa IRS — PROPERTY LINE EASEMENT IRS CONCRETE PAVEMENT 7 oz Io O I G Io IW >I z �- J IRs O I� woo W J _ K P H LNT LIMIT OF WOR INTERIM REVIEW THESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION. REGISTERED LANDSCAPE ARCHITECT ANNE M. HARMAN TEXAS REGISTRATION NUMBER 3146 N TREE FRESERVATION PLAN I " 1 0'-0" 0 15 30 60 90 GRAPHIC S2%22LO025 PK FILE: 3164-22.139 TREE FRESERVATION LEGEND TREE TO REMAIN 0 TREE TO BE REMOVED cx) NOTE: REF. REPLACEMENT TREE5, SHEETS L3.00 SERIES FUTURE BUILDING 6"SS N 6"SS TREE SURVEY FIELD DATA TREE NUMBER TREE SPECIES DIAMETER (INCH) STATUS PRESERVED - P BORDERLINE - B ALTERED - A TREE CREDITS I CEDARELM G PROTECTED A 0 2 CEDARELM G PROTECTED A 0 3 CEDAR ELM 5 NOT PTKOTECTED A 0 4 CEDAR ELM 5 NOT PTOOTECTED A 0 5 CEDARELM G PROTECTED A 0 G CEDARELM G PROTECTED A 0 7 CEDARELM G PROTECTED P TREE MITIGATION SUMMARY TOTAL SITE AREA: 11,9G7 S F EXISTING TREE COVER AREA: I OG S F (I %) MINIMUM CANOPY PRESERVATION REQ: 394.6 SF (70% OF EXISTING COVERAGE) EXISTING TREE COVER PRESERVED I OG SF (2G% OF EXISTING COVERAGE) TREE CREDITS: I NOTE: AMOUNT OF EXISTING TREE COVER- 1 % MIN. AMOUNT OF EXISTING TREE COVER TO BE PRESERVED- 70% AMOUNT OF EXISTING TREE COVER PRESERVED -26% PROPOSED BUILDING 5,965 5Q.FT TREE5 TO REMAIN, REF. TREE PROTECTION D ETAI L5 I I I— EX15TING BUILDING oco •B •B[F7m - B PROPERTY LINE/LIMIT OF WORK EASEMENT 2U 1 R 2 2 SOA RSSl1� SOU S SSE 6 4o 92 2� RO 2� � 2 9 11�1 A9 99 2 Z0IG A G VUA _AGOG S U ,2 I I 1 I 1 I 1' I �II �11 I � 11 � I —�---------------------- Rs PROPERTY LINE/LIMIT OF WORK R J W O TREES TO BE REMOVED #3 5" CEDAR ELM #2 " G" CEDAR ELM G" G" CEDAR ELM woo UM�T O� w O� 0000 0000 woo wooA 000 �IV151ON STREE �12'W 12'W Ls i IRS #4 5" CEDAR ELM 12'W j #7 G" CEDAR ELM I \Z IU__ O I~ I �I �I IW LLl ICLI )AR ELM F-- Lu I� Lu IC'/ EDAR ELM 00 O:o:: / N �N 12"W i TREE PROTECTION FENCING 3/4" = 1'-0" PROTECTED TREE TO REMAIN ORANGE CONSTRUCTION FENCE METAL T-POST (DIRECT BURIED 24" MIN) MINIMUM LIMITS OF CRITICAL ROOT ZONE RADIUS = I FT. PER INCH OF TRUNK DIAMETER CRITICAL ROOT ZONE DRIPLINE OF TREE TREE PROTECTION FENCING; THIS SHEET EXISTING TREE TO REMAIN NOTE: TREE PROTECTION FENCING SHALL BE PLACED AT OR BEYOND THE DRIP LINE OR CRITICAL ROOT ZONE, WHICHEVER 15 GREATER. TREE PROTECTION FENCING - PLAN VIEW N.T.5 INTERIM REVIEW THESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION. REGISTERED LANDSCAPE ARCHITECT ANNE M. HARMAN TEXAS REGISTRATION NUMBER 3146 Lu ct 0 IT TREE PRESERVATION PLAN 1 " = 10'-0" 0 5 10 20 30 GRAPHIC SCALE IN FEET ZA22-0025 PK FILE: 3164-22.139 RffERENCE NOTES SCHEDULE SYMBOL DESCRIPTION DETAIL OCONCRETE PAVING, NATURAL GRAY, MEDIUM BROOM FINISH I / L2.01 2 / L2.01 OCONCRETE PAVERS, PAVESTONE, VERONA, GX 16, 80MM, COLOR 5 / L2.01 G / L2.01 TEXOMA BLEND, OR APPROVED EQUAL OCOBBLE, COLORADO RIVER ROCK, DFW STONE SUPPLY, OR 4 / L2.01 APPROVED EQUAL 4O CONCRETE MOW CURB 3 / L2.01 50 CRUSHED STONE, CRUSHED SILVERMIST, DFW STONE SUPPLY, 7 / L2.0 I STABILIZED, OR APPROVED EQUAL OSTEEL EDGING 2 / 13.01 OBOULDER FOUNTAIN, BY OWNER N.I.C. EJ EXPANSION JOINT PA PLANTING AREA TYP TYPICAL Z D GI 1 STM � K� I I� U I I WV I w '2 I I WV B. g• J 12 N' I � � _ 1 I ' »W I I � _ I I I • DUMPSTER _ ENCLOSURE, REF. ARCH DWGS I L II ' TRANSFORMER, REf. I ' CIVIL DW GS I I 3 3 C 0-LL� F3-TL, ' N PAVEMENT EXISTING RAMP Tn CROSSING TO REMAIN, D ' TYP. o� o o a I 0 ' 0 0 Oo �o°� 0 0100 1 0�0 0 00 o0o0O a � 3 0 �go�o 1a 0 �0 0 00 ZA fie o , oo 00 O _ 0 o 15'- 10" SC 6"SS O�0 I _z o� J �O W I of I O'_OI ' UE30C UTILITY 4 EASEMENT o 1 0 0 0 3 I PA W I 3 0o LU I �v o NOTE: O o CONTRACTOR TO REPLACE ANY I CONCRETE SIDEWALKS DAMAGED 0oo0 DURING CONSTRUCTION �o��o Wv REMAIN, TYP. EXISTING RAMP CROSSING TO REMAIN, TYP. PA w I EXISTING BUILDING g OCO 1 •B .B Lu I / / .B g 0z / ES • PROPm G 5 —� ESN LINEILIA41T OF — -- 1 PROPOSED BUILDING 5,985 SQ.FT RAMP, REF CIVIL DDWWGS I 1 G EXISTING LIGHT POLE TO REMAIN, TYP. STAIRS, REF. CIVIL GRADING PLAN ASPHALT_ _ _ _ _ _ _ m7 Am/ M T ■ LIMIT OF WORK DIVISION STREET l')"W PLANTERS * CHEEK WALL, REF. ARCH * CIVIL DWGS 12"W EXISTING LIGHT POLE TO REMAIN, TYP. 1 I ) 04 �1 CJ '�z EXISTING TREE TO REMAIN, TYP. 1 1 1 1 1 1 IY O � 1� W O to IJ 1 ,LLJ co 1 PATIO RAILING, 'REF. ARCH DWGS 1 EXISTING LIGHT POLE STREET SIGN TO REMAIN, TYP. RAMP, REF CIVIL DWGS EXISTING CROSSWALK TO BE RELOCATED TO INTERSECTION, REF. CIVIL DWGS LAYOUT * DIMENSION GENERAL NOTES I . WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. 2. ALL IMPROVEMENTS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION OR INSTALLATION. NOTIFICATION SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT ONE WEEK PRIOR TO REVIEW. 3. CONTRACTOR SHALL VERIFY ALL UTILITIES SHOWN ON THE PLANS AS WELL HAVE THE SITE UTILITIES LOCATED ON THE GROUND PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IN THE EVENT THAT THE CONTRACTOR DISCOVERS AN UNDERGROUND UTILITY THAT IS NOT REPRESENTED WITHIN THE CONSTRUCTION DOCUMENTS OR AS MARKED ON THE SITE, HE SHALL IMMEDIATELY CONTACT THE OWNERS REPRESENTATIVE TO DETERMINE NEXT STEPS PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN THE AREA OF THE NEWLY DISCOVERED UNDERGROUND UTILITY. 4. THE CONTRACTOR SHALL EXAMINE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND DETAILS. 5. ALL DIMENSIONS ARE TO BACK OF CURB AND FACE OF BUILDING UNLESS OTHERWISE NOTED. G. HANDICAP RAMPS TO BE LOCATED AND INSTALLED AS SHOWN IN DRAWINGS. CONTRACTOR SHALL ENSURE THAT ALL TAS/ADA GUIDELINES ARE FOLLOWED. 7. REINFORCEMENT SHALL BE PROVIDED IN THE CONCRETE IMPROVEMENTS AS SHOWN WITHIN THE CONSTRUCTION DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED CONTINUOUS THROUGH CONTROL JOINTS, AND PER DETAIL DRAWINGS FOR THE EXPANSION JOINTS. 8. EXPANSION JOINT AND CONTROL JOINT SPACING SHALL BE LOCATED AS SHOWN ON PLANS AND DETAILS. 9. CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT WHERE PROPOSED CONCRETE MEETS EXISTING WALKS OR CURBS. 10. GRADING IMPROVEMENTS HAVE BEEN DESIGNED WITH THE INTENT OF THE FOLLOWING GUIDELINES: • ALL WALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2%O IN THE DIRECTION OF THE DOWNHILL SIDE. • THE RUNNING SLOPE OF THE WALKS SHALL BE NO GREATER THAN 5%D. • ALL GRADES SHALL BE FINISHED TO A SMOOTH, FLOWING CONTOUR, MAINTAINING FLOW PATTERNS THAT ALLOW THE WATER TO FLOW FROM PLANTED AREAS, ACROSS PAVED AREAS TO DRAINAGE COLLECTION POINTS AS DEPICTED IN THE CONSTRUCTION DOCUMENTS. 1 1. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION ACTIVITIES FOR THE PROJECT. ACCUMULATION OF STANDING WATER WILL NOT BE PERMITTED. 12. THE CONTRACTOR IS TO LOCATE, DOCUMENT, AND PROTECT ALL CONTROL BENCH MARKS THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. 13. ALL QUANTITIES PROVIDED ARE TO BE VERIFIED AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. 14. IF DISCREPANCIES WITH PLAN AND MATERIAUFURNISHING SCHEDULE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH LANDSCAPE ARCHITECT, PRIOR TO START OF CONSTRUCTION. INTERIM REVIEW THESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION. REGISTERED LANDSCAPE ARCHITECT ANNE M. HARMAN TEXAS REGISTRATION NUMBER 3146 W cc v+ 0 Y Q 2 y LAN D5CAPE PLAN 1 " 1 0'-01 0 15 30 60 90 GRAPHIC SCALE IN FEET ZA22-0025 PK FILE: 3164-22.139 NOTE: 1 . COMPACTED SUBGRADE - COMPACT TO 95% STANDARD PROCTOR DENSITY AT 0 TO +/- 2%O OPTIMUM MOISTURE CONTENT AS PER ASTM D G98 (TYP.) 2. EXPANSION JOINTS * CONTROL JOINTS SHALL BE LOCATED ACCORDING TO THE FOLLOWING. EJ: CHANGES IN DIRECTION, MAX 75' O.C., AGAINST CURBS, BUILDINGS, AND MANHOLES. CJ: SPACED EVENLY TO PRODUCE SQUARE MODULES UP TO 8' O.C. MAX CONCRETE MIXTURE: A. COMPRESSIVE STRENGTH 28 DAYS, 4,000 PSI. B. MAXIMUM WATER-CEMENTITOUS MATERIALS RATIO AT POINT OF PLACEMENT 0.45. C. SLUMP LIMIT: 5 INCHES PLUS OR MINUS I INCH D. AIR CONTENT: 5-1/2 PERCENT PLUS OR MINUS 1.5 PERCENT E. MEASURE, BATCH, AND MIX CONCRETE MATERIALS AND CONCRETE ACCORDING TO ASTM C 94/C 94M. F. MEDIUM BROOM FINISH, PROVIDE SAMPLES PER SPEC EXPANSI( JOINT PVC SLEEVE CAP #3 REBAR @ 18" O.C.E.W. 4" CONC. PAVING (4,000 PSI) COMPACTED SUBGRADE 1 /2" PRE -MOLDED ASPHALTIC EXPANSION JOINT MATERIAL WITH I/2" JOINT SEALANT WITH #3 - ry SMOOTH BAR @ 18" O.C. N Q UJ ,. a III III„Il 1 1 �l 1 1 it l 11 l 11 l 11 l 11 l 11 l 11 l li 11 1 1 11 1 1 l_ 1 /4" X I" TOOLED JOINT CONTROL " CONTRACTOR SHALL BE REQUIRED TO USE JOINT CHAIRS TO ENSURE CONSISTENT DEPTH OF BARS IN THE SLAB REDWOOD EXPANSION JOINTS NOT ALLOWED CONCRETE PAVING SECTION (PRIVATE -USE) 3/4" = 1 '-0" PAVERS (E? PLANTING PAVERS an, CONCRETE PAVING PLANTING AREA PERMALOC STRUCTURE EDGE RESTRAINT, HEAVY DUTY BUTT JOINTED, SWEPT W/ POLYMERIC SAND PAVERS, SEE SCHEDULE FOR TYPE I " SAND SETTING BED 4" CONCRETE SUBBASE (UNDER PRIVATE -USE PAVING), 4,000 PSI, OTHERWISE REF. CIVIL DWGS ADJACENT PAVING DOWELED EXPANSION JOINT BUTT JOINTED, SWEPT W/ POLYMERIC SAND PAVERS, SEE SCHEDULE FOR TYPE PAVER FLUSH W/ EDGE I " SAND SETTING BED 4" CONCRETE SUBBASE (UNDER PRIVATE -USE PAVING), 4,000 PSI, OTHERWISE REF. CIVIL DWGS CONCRETE PAVERS - PEDESTRIAN 3/4" = 1 '-0" FACE OF BUILDING AT DOOR LOCATIONS, MAX. 1/4" DIFF. BTW THRESHOLD * EXTERIOR PAVING NOTE: DOWELING INTO BUILDING FOUNDATION TO BE CONFIRMED BY STRUCTURAL. CONCRETE PAVING; REF. PLANS FOR TYPE COMPACTED SUBGRADE #4 SMOOTH DOWEL @ 18" O.C. @ ALL DOOR LOCATIONS COAT ONE END TO PREVENT BOND CONTINUOUS EXPANSION JOINT CONCRETE PAVING @ BUILDING (PRIVATE -USE) 1 " = 1 '-0" FACE OF BUILDING AT DOOR LOCATIONS, MAX. 1/4" DIFF. BTW THRESHOLD EXTERIOR PAVING NOTE: DOWELING INTO BUILDING FOUNDATION TO BE CONFIRMED BY STRUCTURAL. CONCRETE PAVERS; REF. PLANS FOR TYPE ° CONCRETE PAVING; IIIIIIIIII REF. PLANS FOR TYPE COMPACTED SUBGRADE #4 SMOOTH DOWEL @ 18" O.C. @ ALL DOOR LOCATIONS COAT ONE END TO PREVENT BOND CONTINUOUS EXPANSION JOINT CONCRETE PAVERS @ BUILDING EDGE I " = 1 '-0" NOTE: CONTROL JOINTS @ I O' O.C. SEALED EXPANSION JOINTS @ 30' O.C. 1/4" RADIUS CONCRETE MOW CURB, 3,000 PSI FINISH GRADE (PLANTING PER PLANS) COMPACTED SUBGRADE (95% PROCTOR) CONCRETE MOW CURB @ BUILDING 1 " = 1 '-0" CONCRETE PAVING REF. PLANS FOR TYPE CROSS SLOPE - SEE PLANS mimmallimimim milm1®11 -III IIIIIIIIII I IIIII II III III 1=III III-III=I I 1I GEOTEXTILE FABRIC, CONT. lik BUILDING FACADE ;2) #4 BARS CONT. 3" CLR SIDE * BOTTOM EXPANSION JOINT STABILIZED CRUSHED GRANITE 3/6' x 4" STEEL EDGING (BLACK), LOCATED ON PLANTER BED SIDE, TACK WELD CORNERS AND JOINTS, SPOT SPRAY PAINT WHERE NEEDED WITH BLACK ENAMEL COMPACT TO 95% STANDARD PROCTOR DENSITY AT O TO ± 2% OPTIMUM MOISTURE CONTENT AS PER ASTM D G98 CRUSHED GRANITE 3/4" = 1 '-0" COMPACTED SUBGRADE PAVING, REF. PLANS FOR TYPE COBBLE 1 " = 1 '-0" REF. PLANS FOR ADJ. CONDITION FILTER FABRIC, TURNED UP AT EDGES COBBLE, 3" DEPTH, REF. PLANS FOR TYPE — SLOPE /�j\/�/\/�/\/�\\/�\\/�/, \/�/\/�X/\, @ INTERIM REVIEW THESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION. REGISTERED LANDSCAPE ARCHITECT ANNE M. HARMAN TEXAS REGISTRATION NUMBER 3146 W cc ry 'V^ v) 0 `WY ti ZA22-0025 PK FILE: 3164-22.139 PLANT SCh EDU LE - - - --- - PLANTING GENERAL NOTES TREES QTY BOTANICAL / COMMON NAME 51ZE/COND. REMARKS GROUND COVERS QTY BOTANICAL / COMMON NAME SIZE SPACING REMARKS QV 2 QUERCU5 VIRGINIANA'HIGHRISE' B * B 4" CAL, SINGLE, STRAIGHT LEADER, MATCHING CAD 2G7 CAREX DIVUL5A 4"POT 14" o.c. FULL, MATCHING I . ALL PLANTS SHALL BE SET OUT FOR APPROVAL BY THE OWNER'S HIGHR15E LIVE OAK BERKELEY SEDGE REPRESENTATIVE PRIOR TO INSTALLATION. UP 2 ULMU5 PARVIFOLIA'EMER I' PP 7551 B * B 4" CAL, SINGLE, STRAIGHT LEADER, MATCHING SS 9G SEASONAL COLOR 4"POT 1 2" o.c. FULL, MATCHING, PERRENIAL5 AND ANNUALS 2. FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINE ATHENA LACEBARK ELM SEASONAL COLOR PER OCCUPANTS SPECIFICATIONS AS NEEDED GRADING SHALL INCLUDE THE REMOVAL OF DEBRIS, ROCKS, ETC. FROM THE TO MAINTAIN SEASONAL COLOR 51TE AND INSURE POSITIVE DRAINAGE IN ALL AREAS. ORNAMENTAL TREES QTY BOTANICAL / COMMON NAME SIZE/COND. REMARKS IS 3 ILEX X ATTENUATA 'SAVANNAH' 15 GAL SINGLE, STRAIGHT LEADER, MATCHING, 0-0" SOD QTY BOTANICAL/ COMMON NAME SIZE SPACING REMARKS 3. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS THE FIELD SAVANNAH HOLLY HT AT PLANTING CD 1 ,58G SF CYNODON DACTYLON SOD SOLID, ROLLED TIGHT, SAND FILLED JOINTS, PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR BERMUDA GRASS 100% WEED, PEST AND DISEASE FREE ANY DAMAGE TO UTILITIES DURING THE COURSE OF CONSTRUCTION. SHRUBS QTY BOTANICAL / COMMON NAME SIZE REMARKS AR 50 ABELIA X GRANDIFLORA 'RADIANCE' 3 GAL FULL, MATCHING 4. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. RADIANCE GLOSSY ABELIA 5. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ADDITIONAL BW 19 BUXU5 MICROPHYLLA JAPONICA 'WINTER GEM' 3 GAL FULL, MATCHING INFORMATION AND REQUIREMENTS ASSOCIATED WITH THE LANDSCAPE AND WINTER GEM JAPANESE BOXWOOD ACCESSORIES. 155 75 BUXUS 5EMPERVIREN55UFFRUTICO5A' I GAL FULL, MATCHING G. ALL PLANT MATERIALS SHALL MEET ANSI ZGO. I STANDARDS FOR CALIPER, DWARF ENGLISH BOXWOOD HEIGHT AND ROOT BALL SIZE. ANY MATERIALS THAT DO NOT MEET OR EXCEED SUCH STANDARDS SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S M52 10 MI5CANTHU5 SINEN515 'ADAGIO' 3 GAL FULL, MATCHING EXPENSE. ADAGIO EULALIA GRASS 7. BALLED AND BURLAPPED TREES SHALL HAVE THE TOP HALF OF THE WIRE BASKET REMOVED. THE BURLAP SHALL BE REMOVED TO THE GREATEST EXTENT POSSIBLE, USING A KNIFE TO CUT AND REMOVE THE BOTTOM HALF UNDER THE WIRE BASKET THAT REMAINS. 8. QUANTITIES ARE SHOWN FOR CONVENIENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES --CT- S � G N WV Lj WVB N IT IS PREFERABLE THAT NO TREE BE STAKED. HOWEVER, CONDITIONS AND EXISTING BUILDING• B• B ' PLANT MATERIAL SIZE MAY NECESSITATE STAKING. THE OWNER'S REP SHALL 12"w DETERMINE If ACCORD NGLYSUPPORT I5 NEEDED AND SHALL DIRECT THE CONTRACTOR I- = I I h DIVISION STREET l')"W 12"W CJ RE UIRED LANDSCAPE SUMMARY TOWN CENTER PD SQUARE FEETI PERCENTAGE INTERIOR LANDSCAPE AREA PLANTING REQUIREMENTS STANDARD REQUIRED PROVIDED INTERIOR LANDSCAPE AREA >/= 50% OF BULDING FOOTPRINT (6,145 S.F.) 3,073 3,000 SF (1) 3-GAL SHRUB PER 40 SF OF REQ'D AREA (3073 / 40 SF= 77) 77 160 GROUNDCOVER - 15% OF REQ'D AREA (3073 X. 15 = 450) 460 470 SF SEASONAL COLOR - 2% OF REQ'D (3000 X .02 = 60) 60 92 SF LOCATION REQUIREMENT: 75% OF REQUIRED LANDSCAPE MUST BE IN FRONT AND/OR ALONG SIDE BETWEEN BUFFER AND BULDING (3000 X .75 = 2250 SF) 2,250 2,500 SF *NOTE - BUFFERYARD REQUIREMENTS N/A PER THE PD. INTERIM REVIEW THESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION. REGISTERED LANDSCAPE ARCHITECT ANNE M. HARMAN TEXAS REGISTRATION NUMBER 3146 ti LANDSCAPE PLAN 1 " 1 0'-0" 0 15 30 60 90 GRAPHIC SCALE IN FEET ZA22-0025 PK FILE: 3164-22.139 NOTE: AUGER EXCAVATION OF TREE PIT IS NOT ACCEPTABLE. LEAVE TRUNK FLARE EXPOSED, PLANTING ROOT BALL I " ABOVE FINISHED GRADE MULCH, SEE SPECS NAIL STAKE "U" BRACKET EDGE OF ROOT BALL ROOT BALL ANCHORING RING MULCH NOTE: DO NOT CREATE .TERING RING (SAUCER) DUND TREE PIT SET TREE PLUMB LEAVE TRUNK FLARE EXPOSED, SET ROOT BALL I " ABOVE FINISHED GRADE, REMOVE ALL SYNTHETIC MATERIAL FROM ROOTBALL 3" MULCH MATERIAL BACKFILL WITH NATIVE SOIL, TAMP LIGHTLY WATER IN G" LIFTS, SCARIFY EDGES OF TREE PIT TAMPED MOUND 3G" NAIL STAKE TO ACCOMMODATE ROOT BALL AND PENETRATE UNDISTURBED GROUND. ORNAMENTAL TREES DO NOT REQUIRE STAKING UNDISTURBED SOIL CANOPY TREE W/ UNDERGROUND STAKES 3/4" = 1 '-0" 3/6' x 4" STEEL EDGING (BLACK), LOCATED ON PLANTER BED SIDE, TACK WELD CORNERS AND JOINTS, SPOT SPRAY PAINT WHERE NEEDED WITH BLACK ENAMEL TOP OF SOD LAYER MULCI- TOPSOI L PREPARED SOIL IN PLANTING AREAS STEEL EDGING AT PLANTING 1 1 /2" = 1 '-0" SHRUB PER PLANTING PLAN SPACING PER PLAN OR PI ANIT C',("HFf)l II F PLANTING SOIL IN SHRUB BEDS: I . EXCAVATE EXISTING SOILS 4" BELOW ADJACENT CURB OR SIDEWALK 2. ADD 3" COMPOST � TILL INTO G" EXISTING SOILS, CREATING 9" PLANTING SOIL 3. ADD 3" MULCH AFTER PLANTING TYP. SHRUB PLANTING I " = 1 '-0" NOTE: STEEL EDGE SHALL CREATE A CLEAN SEPARATION BETWEEN AREAS $ SHALL CREATE SMOOTH, EVEN LINES (AS INDICATED ON THE PLANS) ✓I II\LV VLV V/-ll\I\ MULCH LAYER N �r I VI ✓VIL I I\LI I . FINISH GRADE TOPSOIL BY REMOVING STONES LARGER THAN I " IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER TO LEGALLY DISPOSE OF THEM OFF OWNERS PROPERTY. 2. ADD 1 -1 /2" COMPOST ON THE SURFACE, THEN TILL TO 4" DEPTH 3. INSTALL SOD AS SHOWN, REF. PLANTING PLANS FOR TYPE SOI L PROFILE FOR SOD 1 1 /2" = I '-0" SPACING SPACING PER PLAN PER PLAN GROU N DCOVER I " = I '-O" UNDISTURBED SOIL GROUNDCOVER PER PLANTING PLAN N ADJACENT WALK, CURB, ETC. =1 mil COMPOST MULCH LAYER (SEE SPECS) PLANTING SOIL (SEE SPECS) P-CO-GKA-O I umIR�11i v NO THESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION. REGISTERED LANDSCAPE ARCHITECT ANNE M. HARMAN TEXAS REGISTRATION NUMBER 3146 ZA22-0025 PK FILE: 3164-22.139 IRRIGATION 5CHEDULE SYMBOL MAN UFACTUKER/MODEUDE5CRIPTION HUNTER HQ-44LRC-R ❑ QUICK COUPLER VALVE, PURPLE RUBBER LOCKING COVER ® © ® 10 12 15 0 HUNTER PR05-OG-PR540 ADJUSTABLE ARC FOR RECLAIMED WATER USE, RED BRASS AND STAINLESS TURF SPRAY, 40P51 REGULATED G" POP-UP STEEL, WITH I " NPT INLET, 2-PIECE BODY. SYMBOL MAN UFACTURER/MODEUDESCRIPTION NIBCO T-1 13 CLA55 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL HUNTER ICZ-101-25 HANDLE, SAME 51ZE AS MAINLINE PIPE DIAMETER AT VALVE DRIP CONTROL ZONE KIT. I " ICV GLOBE VALVE WITH I " LOCATION. 51ZE RANGE - 1 /4" - 3" HY 100 FILTER SYSTEM. PRESSURE REGULATION: 25P51. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS HUNTER ICV-G I" STEEL SCREEN. I " 1-1 /2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED — — — — — — AREA TO RECEIVE DRIPLINE INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. HUNTER HDL-OG- 12-CV HDL-OG- 12-CV: HUNTER DRIPLINE W/ O.G GPH EMITTERS gF FEBCO 850 1 " AT 1 2" O.C. CHECK VALVE, DARK BROWN TUBING WITH DOUBLE CHECK BACKFLOW PREVENTION, 1/2" TO 2" GRAY STRIPING. DRIPLINE LATERALS SPACED AT 1 8 APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. HUNTER PHC-1 200 INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. © WI-FI ENABLED, FULL -FUNCTIONING CONTROLLER WITH TOUCH5CREEN, 1 2-STATION FIXED CONTROLLER, 120 SYMBOL MAN UFACTURER/MODEUDE5CRIPTION VAC, OUTDOOR MODEL. HUNTER PGV-101 G HUNTER RFC I " PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR 5 RAIN AND FREEZE SENSOR, WITH CONDUIT INSTALLATION, RE5IDENTIAULIGHT COMMERCIAL USE. FEMALE NPT MOUNT AS NOTED. NORMALLY CLOSED SWITCH. INLET/OUTLET. GLOBE CONFIGURATION, WITH FLOW CONTROL. Z SIGI 1 STM 0 WV U ) WV I �I' WV B. g. g N' I 12 W ' 12 W I � � - I I N I I I I I I 3 I C 0-LL� F3-F—TL PAVEMENT m 1wa l=0 il:1 fmI um MEN — is 6iwm�li' 2.74 III CONTRACTOR TO BORE IRRIGATION SLEEVE UNDER EXISTING CONCRETE 51DEWALK 2 24.4 III PROPOSED BUILDING 5,985 5Q.FT HUNTER HC- 100-FLOW I " FLOW METER FOR USE WITH HYDRAWISE ENABLED FS CONTROLLER TO MONITOR FLOW AND PROVIDE SYSTEM ALERTS. AL50 FUNCTIONS AS STAND ALONE FLOW TOTALIZER/SUB METER ON ANY RESIDENTIAL OR COMMERCIAL IRRIGATION SYSTEM. M WATER METER I" IRRIGATION LATERAL LINE: PVC CLA55 200 5DR 21 ONLY LATERAL TRANSITION PIPE SIZES I " AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC CLA55 200 5DR 21 PIPE SLEEVE: PVC CLA55 200 5DR 21 2 SIZES LARGER THAN PIPE WITHIN. Valve Callout Valve Number Valve Flow #" Valve Size EXISTING BUILDING 3.19 3 I I� ASPHALT m7Am/ MENT LIMIT OF WORK DIV15ION STREET 1')"W �.55( 4 lu 2.96 5 1 12"W L z J ES TREE IRRIGATION TO REMAIN ON OFFICE IRRIGATION SYSTEM LLJ 1 1 1 Y tL o 1 co' J L 1 co EXISTING MAINLINE, IN THIS AREA, CUT � CAP MAINLINE IRRIGATION GENERAL NOTE5 I . POINT OF CONNECTION 15 APPROXIMATE. IRRIGATION CONTRACTOR SHALL COORDINATE WITH THOSE INSTALLING THE IRRIGATION METER TO A55URE THAT IT 15 LOCATED IN THE AREA SHOWN AND 15 OF THE SIZE REQUIRED TO SERVICE THE SYSTEM AS DESIGNED. 2. IRRIGATION CONTRACTOR 15 RESPONSIBLE TO COORDINATE THE APPROPRIATE ELECTRICAL CONNECTION FOR THE SYSTEM CONTROLLER, INCLUDING ANY DATA OR MASTER VALVE WIRING AS REQUIRED. 3. IRRIGATION CONTRACTOR 15 RESPONSIBLE TO EXAMINE THE PLANS IN THEIR ENTIRETY TO DETERMINE THE APPROXIMATE LOCATION OF EXISTING AND PROPOSED UTILITIES. HE SHALL AL50 CONTACT THE APPROPRIATE AUTHORITY TO MARK UTILITIES ON THE SITE. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES ON THE 51TE CAUSED BY HIS WORK. 4. CONTRACTOR SHALL EXAMINE THE DETAILS FOR ADDITIONAL REQUIREMENTS FOR THE IRRIGATION SYSTEM AND ITS INSTALLATION. 5. IRRIGATION DRAWINGS ARE SCHEMATIC IN NATURE. AT TIMES MAIN LINES, LATERALS AND VALVES MAY BE SHOWN IN PAVED AREAS OR OUTSIDE THE PROPERTY LINE FOR PLAN CLARITY PURPOSES ONLY. THE CONTRACTOR SHALL STAKE OUT IN THE FIELD ALL PRINCIPLE SYSTEM COMPONENTS FOR APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. G. THE SYSTEM HAS BEEN DESIGNED TO FUNCTION WITH A MINIMUM DYNAMIC WATER PRESSURE OF G5 P51 AT A MINIMUM RATE OF 25 GPM AT THE POINT WHERE THE WATER METER 15 CONNECTED. THE CONTRACTOR SHALL TAKE THREE READINGS (ONE AT 7:00 A.M., ONE AT 1 2:00 P.M., AND ONE AT 7:00 P.M.) ON TWO SEPARATE DAYS AND SUBMIT TO THE OWNERS REPRESENTATIVE FOR VERIFICATION OF PRESSURE PRIOR TO BEGINNING THE WORK. 7. ALL TRENCHING WITHIN DRIP LINES OF EXISTING TREES SHALL BE BY HAND TOOLS. SHOULD ROOTS OVER 3" IN DIAMETER BE ENCOUNTERED, THE CONTRACTOR MAY PROVIDE ANOTHER PIPE ROUTE IF LOCATION 15 PROVIDED ON THE A5-15UILT DOCUMENTS. 8. THE CONTRACTOR SHALL DEMONSTRATE TO AN OWNER'S REPRESENTATIVE THAT THE IRRIGATION SYSTEM 15 FULLY FUNCTIONAL AND RUNNING PROPERLY PRIOR TO FINAL ACCEPTANCE AND BEGINNING OF THE WARRANTY PERIOD. 9. NEW SYSTEM COMPONENTS ARE SHOWN. CONTRACTOR SHALL PRODUCE AND INCLUDE IN HI5 PRICING AN A5-15UILT FILE MARK UP, LAMINATED AT 24"X3G" OF THE IRRIGATION SYSTEM, INCLUDING ANY DEVIATIONS FROM THE PROPOSED PLAN. INTERIM REVIEW THESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION. REGISTERED LANDSCAPE ARCHITECT ANNE M. HARMAN TEXAS REGISTRATION NUMBER 3146 O i 107 RRIGATION PLAN 1 " 1 0'-0" 0 5 10 20 30 GRAPHIC SCALE IN FEET ZA22-0025 PK FILE: 3164-22.139 w `u u za LLI Q U U Oc Ou C ER PER LEGEND, WALL FAINLE55 STEEL CABINET DUIT FOR 120 V, ac (GO SERVICE DUIT FOR WIRING JZED MOUNTING SPACE EVENLY IRRIGATION CONTROLLER - WALL MOUNT " = 1 '-0" VALVE BOX, PER SPECS. SET BOX 2" ABOVE GRADE IN BED NREAS, I" IN TURF AREAS, TYP. BRASS GATE VALVE PER LEGEND PVC MALE ADAPTERS, TYP. BRICK SUPPORT, I PER SIDE, TYP. 3" DEPTH PEA GRAVEL BRASS ISOLATION VALVE 1 1/2" = 1'-0" *NOTE` OUTLET PIPE LENGTH OF SENSOR MUST BE MIN. 5x PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. FLOW SENSOR PER PLAN MASTER VALVE AND FLOW METER 1 1 /2" = I '-0" *VALVE/BOX REQUIREMENTS, MAX. MANIFOLDING: (-It\IF I \/AI \/F PFP c.TAKinAPfl \/AI \/F RnV *NOTE* INLET PIPE LENGTH OF SENSOR MUST BE MIN. I Ox PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. AUTOMATIC SYSTEM VALVE 1 1 /2" = 1 '-0" QUICK COUPLER VALVE 1 1/2" = 1'-0" z '7BY/DBR SPLICES VALVE BOX SET BOX 2" ABOVE SRADE IN BED AREAS, " IN TURF AREAS, TYP. SALVE SIZED PER PLAN SPEARS SCH. 80 PVC 3ALL VALVE SCH. 80 PVC NIPPLES, SAME AS VALVE SIZE, TYP. 3RICK SUPPORT, EACH SIDE, �\S NEEDED TO REACH �LEAKANCE, TYP. 3" DEPTH PEA GRAVEL MAIN LINE TOP OF PIPE AT 1 8" DEPTH HIRE IN CONDUIT UNDER PAVING ONLY VALVE BOX, PURPLE LID . SET BOX 1 /4" ABOVE SOD FINISH GRADE QUICK COUPLER PER PLAN 1 8" #5 REBAR SET 1 2" MIN. INTO DISTURBED SOIL 3" DEPTH PEA GRAVEL BRICK SUPPORT, I PER SIDE, TYP. (2) SCREW CLAMPS, TYP. MAIN LINE SPEARS 3/4" SCH, 80 SWING JOINT RISER ASSEMBLY DBY/DBR SPLICES, TYP. SET BOX 2" ABOVE GRADE IN BED AREAS, I" IN TURF AREAS, TYP. MASTER VALVE, SIZED PER PLAN SCH. 80 PVC BALL VALVE 3" DEPTH PEA GRAVEL BRICK SUPPORT, EACH SIDE, AS NEEDED TO REACH CLEARANCE, TYP. NOTE: CONTRACTOR SHALL INSTALL Y STRAINER PER TCEQ REQUIREMENTS WITH DCA JUMBO VALVE BOX WITH FLAT TOP LID DCA PER PLANS 1 -1 /2" K COPPER PIPE * FITTINGS 1 -1 /2" UNION, EACH SIDE G" PEA GRAVEL (1) BRICK EACH SIDE liVl I LI\ I LIVI/-ALL r\UP l I LI\ PVC MALE ADAPTER TO 1 -1 /2" PVC MAIN DOUBLE CHECK ASSEMBLY FINISH GRADE, MULCH OR SOD POP-UP SPRAY PER LEGEND COMPACT SOIL AROUND HEAD SPRAY HEAD / ROTATOR HEAD 3" = 1 '-0" FLEX PIPE ASSEMBLY CLASS 200 PVC LATERAL LINES IFLUSH VALVE /2" = 1 '-0" SET BOX 2" ABOVE GRADE IN BED AREAS, I " IN TURF AREAS, TYP. 3/4" GATE VALVE BRICK SUPPORT, (2) PER BOX MmPliajllaMC=2_1101ilI INTERIM REVIEW THESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION. REGISTERED LANDSCAPE ARCHITECT ANNE M. HARMAN TEXAS REGISTRATION NUMBER 3146 ZA22-0025 PK FILE: 3164-22.139 VALVE BOX, PER SPECS SET BOX 2" ABOVE GRADE IN BED AREAS, I " IN TURF AREAS, TYP. DBY/DBR SPLICES, TYP. SCH. 80 PVC BALL VALVE DRIP ZONE ASSEMBLY SCH. 80 PVC NIPPLES, TYP. BRICK SUPPORT, I PER SIDE, TYP. 3" DEPTH PEA GRAVEL PVC MAIN WIRE IN CONDUIT UNDER PAVING ONLY DRIP ZONE VALVE ASSEMBLY -AT GRADE MULCH PER LANDSCAPE PLAN 2" SOIL COVER DRIP TUBE STAKED AT 30" ON CENTER, ALL LOCATIONS TEES ALONG PVC HEADER O LATERAL FEEDING HEADER DRIP TUBE INSTALLATION - AT GRADE 1 1/2" = 1'-0" 3" = I'-0" DRIP ZONE TYPICAL ENLARGEMENT 3/6" = 1'-0" G. INTERIM REVIEW THESE DOCUMENTS ARE INTENDED FOR INTERIM REVIEW ONLY AND NOT FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION. , L REGISTERED LANDSCAPE ARCHITECT L E M.HARMAN S REGISTRATION NUMBER 3146______j 0 TF ZA22-0025 PK FILE: 3164-22.139