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Item 9 - Narrative and Plans5/23/2022 1 SOUTHLAKE TOWN SQUARE BLOCK 16, LOT 2 SITE PLAN CORNER RESTAURANT 500 RESERVE ST. Formal Submittal May 23, 2022 Narratives and Plans 5/23/2022 2 5/23/2022 3 5/23/2022 4 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 5 5/23/2022 6Block 16 DEVELOPMENT PLAN Lot 2 5/23/2022 7BLOCK 16, LOT 2 SITE PLAN 5/23/2022 8BUILDING ELEVATIONS 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 façade 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 9 5/23/2022 10 5/23/2022 11 5/23/2022 12BLOCK 16, LOT 2 LANDSCAPE PLAN 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 13 5/23/2022 14OPTIONAL REDUCED AREA 5/23/2022 15OPTIONAL REDUCED AREA 5/23/2022 16 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 17 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 18 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 19 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 20 NO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYSOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXASSOUTHLAKE TOWN SQUARENEW RESTAURANTRICHARD EADS SURVEY. ABSTRACT NO. 481LOT 2, BLOCK 16 SOUTHLAKE TOWN SQUARENOT FOR CONSTRUCTIONSP-1VICINITY MAPCOUNTYMAPSCOPROJECT LOCATIONTARRANTF-26GSITE PLANSITE PLAN SUMMARY DATA TABLEGENERAL SITE DATALOT 2, BLOCK 16EXISTING ZONINGDT- DOWNTOWNPROPOSED ZONINGDT- DOWNTOWNLAND USE DESIGNATIONTOWN CENTERGROSS/NET ACREAGE (SQFT, ACRES)12,161SQFT0.28ACRESNUMBER OF PROPOSED LOTS1PERCENTAGE OF SITE COVERAGE51%AREA OF OPEN SPACE (SQFT, ACRES)1,733SQFT0.04ACRESPERCENTAGE OF OPEN SPACE15%AREA OF IMPERVIOUS COVER (SQFT, ACRES)10,428SQFT0.24ACRESPERCENTAGE OF IMPERVIOUS COVERAGE86%TOTAL BUILDING AREA (BLDG. FOOTPRINT)6,145SQFTGROSS FLOOR AREA6,145NUMBER OF STORIES1BUILDING HEIGHT30'PROPOSED FLOOR AREA BY USERESTAURANTPARKING GARAGE FOOT PRINTN/APARKING GARAGE FLOOR AREAPARKING GARAGE LEVELS PARKING GARAGE HEIGHTPARKING PROVIDEDPROPOSED STANDARD(PARKING STRUCTURE)3031-PROPOSED STANDARD (STREET PARKING)4PROPOSED (HC STREET PARKING)1TOTAL PARKING35LOADING SPACES REQUIRED0LOADING SPACES PROVIDED0START CONSTRUCTION, MONTH/YEAR3/2022END CONSTRUCTION, MONTH/YEAR4/2023PARKING REQUIREDCODE REQUIRED (1 SPACE/100 SF)6250% REDUCTION PER ZONING ORDINANCE SECTION 35.2TOTAL REQUIRED PARKING31SQFT NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. SOUTHLAKE TOWN SQUARE NEW RESTAURANT RICHARD EADS SURVEY. ABSTRACT NO. 481 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARESP-2 UTILITY PLAN BENCH MARK LIST NOT FOR CONSTRUCTION NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. SOUTHLAKE TOWN SQUARE NEW RESTAURANT RICHARD EADS SURVEY. ABSTRACT NO. 481 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARENOT FOR CONSTRUCTION SP-3 GRADING PLAN 1.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 ENGLISH 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. EXCAVATIONS PERFORMED TREE MITIGATION NOTES 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 6 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. 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. 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. 4. 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. 5. 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. 6. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO TREES THAT ARE TO REMAIN. CONTRACTOR TO INSTALL NEW TREE OF EQUIVALENT SIZE IF DAMAGED DURING CONSTRUCTION. 3. 4. 5. NOTESDRAWNDESIGNDATE SCALE FILE NO. DATENO.REVISION DATENO.ISSUE SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARE NEW RESTAURANT RICHARD EADS SURVEY. ABSTRACT NO. 481 LOT 2, BLOCK 16 SOUTHLAKE TOWN SQUARE =A22002 OVERALL TREE PRESERVATION PLAN L1.00 1 TREE PRESERVATION PLAN 1" = 10'-0" EXISTING BUILDING EXISTING BUILDING L1.01 FUTURE BUILDING E.STATE HIGHWAY 114 S T A T E S T R E E T DIVISION S T R E E T RESERVE STREETPROPERTY LINE / LIMIT OF WORKPROPERTY L I N E LIMIT OF WORKLIMIT OF WO R K PROPERTY LINE EASEMENT #7 6" CEDAR ELM #6 6" CEDAR ELM #5 6" CEDAR ELM #4 5" CEDAR ELM #3 5" CEDAR ELM #1 6" CEDAR ELM #2 6" CEDAR ELM TREE TO REMAIN TREE TO BE REMOVED NOTE: REF. REPLACEMENT TREES, SHEETS L3.00 SERIES TREE PROTECTION FENCE TREE PRESERVATION LEGEND ON-SITE CANOPY COVERAGE NOTESDRAWNDESIGNDATE SCALE FILE NO. DATENO.REVISION DATENO.ISSUE SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARE NEW RESTAURANT RICHARD EADS SURVEY. ABSTRACT NO. 481 LOT 2, BLOCK 16 SOUTHLAKE TOWN SQUARE =A22002 TREE PRESERVATION PLAN & DATA L1.01 1 TREE PRESERVATION PLAN 1" = 10'-0" PROPOSED BUILDING 5,985 SQ.FT EXISTING BUILDING DIVISION STR E E T RESERVE STREETEASEMENT EASEMENTFUTURE BUILDING LIMIT OF WORKLIMIT OF WO R KPROPERTY LINE/LIMIT OF WORKPROPERTY LINE/LIMIT OF WORK PROPERTY LINE/LIMIT OF WORK PROPERTY LINEPROTECTED TREE TO REMAIN ORANGE CONSTRUCTION FENCE METAL T-POST (DIRECT BURIED 24" MIN) LIMITS OF DRIP-LINE 4'-0" MIN.TREE PROTECTION FENCING 3/4" = 1'-0"2 MINIMUM LIMITS OF CRITICAL ROOT ZONE RADIUS = 1 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 IS GREATER. 6'-8'O.C. TYP TREE PROTECTION FENCING - PLAN VIEW N.T.S3 TREES TO BE REMOVED TREES TO REMAIN, REF. TREE PROTECTION DETAILS EXISTING RAMP & CROSSING TO REMAIN, TYP. EXISTING SIDEWALK TO REMAIN, TYP. EXISTING RAMP & CROSSING TO REMAIN, TYP. TRANSFORMER, REF. CIVIL DWGS DUMPSTER & ENCLOSURE, REF. ARCH DWGS EXISTING TREE TO REMAIN, TYP. EXISTING CROSSWALK TO BE RELOCATED TO INTERSECTION, REF. CIVIL DWGS EJ PA PA PA PA PA PA EJEXISTING LIGHT POLE & STREET SIGN TO REMAIN, TYP. EXISTING LIGHT POLE TO REMAIN, TYP. STAIRS, REF. CIVIL GRADING PLAN 2 1 4 4 1'-0"3 1 3 3 PA NOTE: CONTRACTOR TO REPLACE ANY CONCRETE SIDEWALKS DAMAGED DURING CONSTRUCTION 7'-2"1'-0"1'-0" 1 EJEJEJEJ EXISTING LIGHT POLE TO REMAIN, TYP. PLANTERS & CHEEK WALL, REF. ARCH & CIVIL DWGS RAMP, REF CIVIL DWGS RAMP, REF CIVIL DWGS EJ 1 RAMP, REF CIVIL DWGS 8'-0"7 4 56 5'-0"23'-6" R6'-0" PA 15'-10"EJ1 PA 66'-8"EJEJEJ 1.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. 6.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% IN THE DIRECTION OF THE DOWNHILL SIDE. ·THE RUNNING SLOPE OF THE WALKS SHALL BE NO GREATER THAN 5%. ·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. 11.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 MATERIAL/FURNISHING SCHEDULE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH LANDSCAPE ARCHITECT, PRIOR TO START OF CONSTRUCTION. LAYOUT & DIMENSION GENERAL NOTES SYMBOL DESCRIPTION DETAIL CONCRETE PAVING, NATURAL GRAY, MEDIUM BROOM FINISH 1/L2.01 CONCRETE PAVERS, PAVESTONE, VERONA, 6X18, 80MM, COLOR 5/L2.01 TEXOMA BLEND, OR APPROVED EQUAL COBBLE, COLORADO RIVER ROCK, DFW STONE SUPPLY, OR 4/L2.01 APPROVED EQUAL CONCRETE MOW CURB / CRUSHED STONE, CRUSHED SILVERMIST, DFW STONE SUPPLY, STABILIZED, OR APPROVED EQUAL STEEL EDGING BOULDER FOUNTAIN, BY OWNER 1 2 3 4 5 6 7 REFERENCE NOTES SCHEDULE EJ EXPANSION JOINT PA PLANTING AREA TYP TYPICAL 1 / L2.01 & 2 / L2.01 5 / L2.01 & 6 / L2.01 4 / L2.01 3 / L2.01 2 / L3.01 N.I.C. 7 / L2.01 NOTESDRAWNDESIGNDATE SCALE FILE NO. DATENO.REVISION DATENO.ISSUE SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARE NEW RESTAURANT RICHARD EADS SURVEY. ABSTRACT NO. 481 LOT 2, BLOCK 16 SOUTHLAKE TOWN SQUARE =A22002 LAYOUT PLAN L2.00 1 LANDSCAPE PLAN 1" = 10'-0" PROPOSED BUILDING 5,985 SQ.FT EXISTING BUILDING DIVISION STREET RESERVE STREETEASEMEN T EASEMENTLIMIT OF WORKLIMIT OF WORKPROPERTY LINE/LIMIT OF WORKPROPERTY L I N E / L I M I T O F W O R K PROPERTY LINEPATIO RAILING, REF. ARCH DWGS9'-4"PUBLICUTILITYEASEMENTTO BEABANDONED10'-0"PUBLIC UTI L I T Y EASEMENT 19'-10" NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARE NEW RESTAURANT RICHARD EADS SURVEY. ABSTRACT NO. 481 LOT 2, BLOCK 16 SOUTHLAKE TOWN SQUARE =A22002 HARDSCAPE DETAILS L2.01 CONTROL JOINT EXPANSION JOINT NOTE: 1.COMPACTED SUBGRADE - COMPACT TO 95% STANDARD PROCTOR DENSITY AT 0 TO +/- 2% OPTIMUM MOISTURE CONTENT AS PER ASTM D 698 (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 1 1/2"CLEAR1 1/2"CLEAR* CONTRACTOR SHALL BE REQUIRED TO USE CHAIRS TO ENSURE CONSISTENT DEPTH OF BARS IN THE SLAB 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 1 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 CONCRETE PAVING SECTION (PRIVATE-USE) 3/4" = 1'-0" 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 1/2" JOINT SEALANT WITH #3 SMOOTH BAR @ 18" O.C. 1/4" X 1" TOOLED JOINT REDWOOD EXPANSION JOINTS NOT ALLOWED 1 FFE FACE OF BUILDING CONTINUOUS EXPANSION JOINT #4 SMOOTH DOWEL @ 18" O.C. @ ALL DOOR LOCATIONS COAT ONE END TO PREVENT BOND1/4"AT DOOR LOCATIONS, MAX. 1/4" DIFF. BTW THRESHOLD & EXTERIOR PAVING CONCRETE PAVING; REF. PLANS FOR TYPE COMPACTED SUBGRADE CONCRETE PAVING @ BUILDING (PRIVATE-USE) 1" = 1'-0" NOTE: DOWELING INTO BUILDING FOUNDATION TO BE CONFIRMED BY STRUCTURAL. 2 NOTE: CONTROL JOINTS @ 10' O.C. SEALED EXPANSION JOINTS @ 30' O.C. CONCRETE MOW CURB @ BUILDING 1" = 1'-0" COMPACTED SUBGRADE (95% PROCTOR) EXPANSION JOINT BUILDING FACADE (2) #4 BARS CONT. 3" CLR SIDE & BOTTOM CONCRETE MOW CURB, 3,000 PSI FINISH GRADE (PLANTING PER PLANS) 1'-0"6"1/4" RADIUS SLOPE 3 COBBLE 1" = 1'-0" COBBLE, 3" DEPTH, REF. PLANS FOR TYPE FILTER FABRIC, TURNED UP AT EDGES COMPACTED SUBGRADE PAVING, REF. PLANS FOR TYPE SLOPE 12"MAX.REF. PLANS FOR ADJ. CONDITION 4 PAVERS @ PLANTING PAVERS @ CONCRETE PAVING1"FLUSH CONCRETE PAVERS - PEDESTRIAN 3/4" = 1'-0" PLANTING AREA PERMALOC STRUCTURE EDGE RESTRAINT, HEAVY DUTY BUTT JOINTED, SWEPT W/ POLYMERIC SAND PAVERS, SEE SCHEDULE FOR TYPE3"1" 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 1" SAND SETTING BED 4" CONCRETE SUBBASE (UNDER PRIVATE-USE PAVING), 4,000 PSI, OTHERWISE REF. CIVIL DWGS 5 CONCRETE PAVERS; REF. PLANS FOR TYPE CONCRETE PAVERS @ BUILDING EDGE 1" = 1'-0" FFE FACE OF BUILDING CONTINUOUS EXPANSION JOINT #4 SMOOTH DOWEL @ 18" O.C. @ ALL DOOR LOCATIONS COAT ONE END TO PREVENT BOND1/4"AT DOOR LOCATIONS, MAX. 1/4" DIFF. BTW THRESHOLD & EXTERIOR PAVING CONCRETE PAVING; REF. PLANS FOR TYPE COMPACTED SUBGRADE NOTE: DOWELING INTO BUILDING FOUNDATION TO BE CONFIRMED BY STRUCTURAL. 6 CRUSHED GRANITE 3/4" = 1'-0" CROSS SLOPE - SEE PLANS 3"CONCRETE PAVING REF. PLANS FOR TYPE STABILIZED CRUSHED GRANITE GEOTEXTILE FABRIC, CONT. COMPACT TO 95% STANDARD PROCTOR DENSITY AT 0 TO ± 2% OPTIMUM MOISTURE CONTENT AS PER ASTM D 698 316" x 4" STEEL EDGING (BLACK), LOCATED ON PLANTER BED SIDE, TACK WELD CORNERS AND JOINTS, SPOT SPRAY PAINT WHERE NEEDED WITH BLACK ENAMEL 7 6'-8"82 CAD 10 CAD 50 SS 10 BW 27 CAD 45 CAD 46 SS 16 CAD 9 BW 90 CAD 9 CAD 10 MS2 1 QV 1 QV1 UP 1 UP 75 BS 1 IS 7 AR 5 AR 19 AR 19 AR 47 sf CD 1,539 sf CD 2 IS 1.ALL PLANTS SHALL BE SET OUT FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 2.FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINE GRADING SHALL INCLUDE THE REMOVAL OF DEBRIS, ROCKS, ETC. FROM THE SITE AND INSURE POSITIVE DRAINAGE IN ALL AREAS. 3.THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES DURING THE COURSE OF CONSTRUCTION. 4.WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. 5.THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS ASSOCIATED WITH THE LANDSCAPE AND ACCESSORIES. 6.ALL PLANT MATERIALS SHALL MEET ANSI Z60.1 STANDARDS FOR CALIPER, HEIGHT AND ROOT BALL SIZE. ANY MATERIALS THAT DO NOT MEET OR EXCEED SUCH STANDARDS SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 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 PLANTING GENERAL NOTES IT IS PREFERABLE THAT NO TREE BE STAKED. HOWEVER, CONDITIONS AND PLANT MATERIAL SIZE MAY NECESSITATE STAKING. THE OWNER'S REP SHALL DETERMINE IF SUPPORT IS NEEDED AND SHALL DIRECT THE CONTRACTOR ACCORDINGLY. TREES QTY BOTANICAL / COMMON NAME SIZE/COND.REMARKS QV 2 QUERCUS VIRGINIANA 'HIGHRISE'B & B 4" CAL, SINGLE, STRAIGHT LEADER, MATCHING HIGHRISE LIVE OAK UP 2 ULMUS PARVIFOLIA 'EMER I' PP 7551 B & B 4" CAL, SINGLE, STRAIGHT LEADER, MATCHING ATHENA LACEBARK ELM ORNAMENTAL TREES QTY BOTANICAL / COMMON NAME SIZE/COND.REMARKS IS 3 ILEX X ATTENUATA `SAVANNAH`15 GAL SINGLE, STRAIGHT LEADER, MATCHING, 6'-0" SAVANNAH HOLLY HT AT PLANTING SHRUBS QTY BOTANICAL / COMMON NAME SIZE REMARKS AR 50 ABELIA X GRANDIFLORA `RADIANCE`3 GAL FULL, MATCHING RADIANCE GLOSSY ABELIA BW 19 BUXUS MICROPHYLLA JAPONICA `WINTER GEM`3 GAL FULL, MATCHING WINTER GEM JAPANESE BOXWOOD BS 75 BUXUS SEMPERVIRENS 'SUFFRUTICOSA'1 GAL FULL, MATCHING DWARF ENGLISH BOXWOOD MS2 10 MISCANTHUS SINENSIS `ADAGIO`3 GAL FULL, MATCHING ADAGIO EULALIA GRASS PLANT SCHEDULE ADAGIO EULALIA GRASS GROUND COVERS QTY BOTANICAL / COMMON NAME SIZE SPACING REMARKS CAD 267 CAREX DIVULSA 4"POT 14" o.c.FULL, MATCHING BERKELEY SEDGE SS 96 SEASONAL COLOR 4"POT 12" o.c.FULL, MATCHING, PERRENIALS AND ANNUALS SEASONAL COLOR PER OCCUPANTS SPECIFICATIONS AS NEEDED TO MAINTAIN SEASONAL COLOR SOD QTY BOTANICAL / COMMON NAME SIZE SPACING REMARKS CD 1,586 SF CYNODON DACTYLON SOD SOLID, ROLLED TIGHT, SAND FILLED JOINTS, BERMUDA GRASS 100% WEED, PEST AND DISEASE FREE NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARE NEW RESTAURANT RICHARD EADS SURVEY. ABSTRACT NO. 481 LOT 2, BLOCK 16 SOUTHLAKE TOWN SQUARE =A22002 LANDSCAPE PLAN L3.00 1 LANDSCAPE PLAN 1" = 10'-0" PROPOSED BUILDING 5,985 SQ.FT EXISTING BUILDING DIVISION STREET RESERVE STREETEASEMEN T EASEMENTLIMIT OF WORKLIMIT OF WORKPROPERTY LINE/LIMIT OF WORKPROPERTY L I N E / L I M I T O F W O R K PROPERTY LINE NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARE NEW RESTAURANT RICHARD EADS SURVEY. ABSTRACT NO. 481 LOT 2, BLOCK 16 SOUTHLAKE TOWN SQUARE =A22002 PLANTING DETAILS L3.01 NOTE: DO NOT CREATE WATERING RING (SAUCER) AROUND TREE PIT CANOPY TREE W/ UNDERGROUND STAKES 3/4" = 1'-0" NAIL STAKE "U" BRACKET EDGE OF ROOT BALL ROOT BALL ANCHORING RING MULCH EDGE OF HOLE 36" NAIL STAKE TO ACCOMMODATE ROOT BALL AND PENETRATE UNDISTURBED GROUND. ORNAMENTAL TREES DO NOT REQUIRE STAKING NOTE: AUGER EXCAVATION OF TREE PIT IS NOT ACCEPTABLE. SET TREE PLUMB LEAVE TRUNK FLARE EXPOSED, SET ROOT BALL 1" ABOVE FINISHED GRADE, REMOVE ALL SYNTHETIC MATERIAL FROM ROOTBALL 3" MULCH MATERIAL BACKFILL WITH NATIVE SOIL, TAMP LIGHTLY & WATER IN 6" LIFTS, SCARIFY EDGES OF TREE PIT TAMPED MOUND UNDISTURBED SOIL 12" TYP. LEAVE TRUNK FLARE EXPOSED, PLANTING ROOT BALL 1" ABOVE FINISHED GRADE MULCH, SEE SPECS 1 NOTE: STEEL EDGE SHALL CREATE A CLEAN SEPARATION BETWEEN AREAS & SHALL CREATE SMOOTH, EVEN LINES (AS INDICATED ON THE PLANS) STEEL EDGING AT PLANTING 1 1/2" = 1'-0" MULCH PREPARED SOIL IN PLANTING AREAS TOPSOIL 316" 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 2 SOIL PROFILE FOR SOD 1 1/2" = 1'-0" TURF, REF. PLANTING PLANS FOR TYPE 1"4"EXISTING SOIL TOPSOIL PREP: 1.FINISH GRADE TOPSOIL BY REMOVING STONES LARGER THAN 1" IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER TO LEGALLY DISPOSE OF THEM OFF OWNER'S 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 3 SPACING PER PLAN OR PLANT SCHEDULE 3"9"PLANTING SOIL IN SHRUB BEDS: 1.EXCAVATE EXISTING SOILS 4" BELOW ADJACENT CURB OR SIDEWALK 2.ADD 3" COMPOST & TILL INTO 6" EXISTING SOILS, CREATING 9" PLANTING SOIL 3.ADD 3" MULCH AFTER PLANTING SHREDDED BARK MULCH LAYER TYP. SHRUB PLANTING 1" = 1'-0" SHRUB PER PLANTING PLAN 4 GROUNDCOVER PER PLANTING PLAN COMPOST MULCH LAYER (SEE SPECS) PLANTING SOIL (SEE SPECS) UNDISTURBED SOIL SPACING PER PLAN SPACING PER PLAN 1 1/2"4"ADJACENT WALK, CURB, ETC.1/2"GROUNDCOVER 1" = 1'-0"5 P-CO-GRA-01 6'-8"M BF C MV FS EXISTING MAINLINE, IN THIS AREA, CUT & CAP MAINLINE TREE IRRIGATION TO REMAIN ON OFFICE IRRIGATION SYSTEM 24.42 1" RS CONTRACTOR TO BORE IRRIGATION SLEEVE UNDER EXISTING CONCRETE SIDEWALK 33.19 1" 52.96 1" 2" 40.55 1" 114"2" 114"1" 2.741 1" 2" 615.2 1" IRRIGATION GENERAL NOTES 1.POINT OF CONNECTION IS APPROXIMATE. IRRIGATION CONTRACTOR SHALL COORDINATE WITH THOSE INSTALLING THE IRRIGATION METER TO ASSURE THAT IT IS LOCATED IN THE AREA SHOWN AND IS OF THE SIZE REQUIRED TO SERVICE THE SYSTEM AS DESIGNED. 2.IRRIGATION CONTRACTOR IS RESPONSIBLE TO COORDINATE THE APPROPRIATE ELECTRICAL CONNECTION FOR THE SYSTEM CONTROLLER, INCLUDING ANY DATA OR MASTER VALVE WIRING AS REQUIRED. 3.IRRIGATION CONTRACTOR IS RESPONSIBLE TO EXAMINE THE PLANS IN THEIR ENTIRETY TO DETERMINE THE APPROXIMATE LOCATION OF EXISTING AND PROPOSED UTILITIES. HE SHALL ALSO CONTACT THE APPROPRIATE AUTHORITY TO MARK UTILITIES ON THE SITE. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES ON THE SITE 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. 6.THE SYSTEM HAS BEEN DESIGNED TO FUNCTION WITH A MINIMUM DYNAMIC WATER PRESSURE OF 65 PSI AT A MINIMUM RATE OF 25 GPM AT THE POINT WHERE THE WATER METER IS CONNECTED. THE CONTRACTOR SHALL TAKE THREE READINGS (ONE AT 7:00 A.M., ONE AT 12:00 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 IS PROVIDED ON THE AS-BUILT DOCUMENTS. 8.THE CONTRACTOR SHALL DEMONSTRATE TO AN OWNER'S REPRESENTATIVE THAT THE IRRIGATION SYSTEM IS 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 HIS PRICING AN AS-BUILT FILE MARK UP, LAMINATED AT 24"X36" OF THE IRRIGATION SYSTEM, INCLUDING ANY DEVIATIONS FROM THE PROPOSED PLAN. SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER PROS-06-PRS40 ADJUSTABLE ARC TURF SPRAY, 40PSI REGULATED 6" POP-UP SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER ICZ-101-25 DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. AREA TO RECEIVE DRIPLINE HUNTER HDL-06-12-CV HDL-06-12-CV: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS AT 12" O.C. CHECK VALVE, DARK BROWN TUBING WITH GRAY STRIPING. DRIPLINE LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER PGV-101G 1" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT COMMERCIAL USE. FEMALE NPT INLET/OUTLET. GLOBE CONFIGURATION, WITH FLOW CONTROL. IRRIGATION SCHEDULE CONTROL. HUNTER HQ-44LRC-R QUICK COUPLER VALVE, PURPLE RUBBER LOCKING COVER FOR RECLAIMED WATER USE, RED BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY. NIBCO T-113 CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1/4" - 3" HUNTER ICV-G 1" 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. FEBCO 850 1" DOUBLE CHECK BACKFLOW PREVENTION, 1/2" TO 2" HUNTER PHC-1200 WI-FI ENABLED, FULL-FUNCTIONING CONTROLLER WITH TOUCHSCREEN, 12-STATION FIXED CONTROLLER, 120 VAC, OUTDOOR MODEL. HUNTER RFC RAIN AND FREEZE SENSOR, WITH CONDUIT INSTALLATION, MOUNT AS NOTED. NORMALLY CLOSED SWITCH. MV BF C RS MOUNT AS NOTED. NORMALLY CLOSED SWITCH. HUNTER HC-100-FLOW 1" FLOW METER FOR USE WITH HYDRAWISE ENABLED CONTROLLER TO MONITOR FLOW AND PROVIDE SYSTEM ALERTS. ALSO FUNCTIONS AS STAND ALONE FLOW TOTALIZER/SUB METER ON ANY RESIDENTIAL OR COMMERCIAL IRRIGATION SYSTEM. WATER METER 1" IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC CLASS 200 SDR 21 2 SIZES LARGER THAN PIPE WITHIN. FS M # #" Valve Number # Valve Callout Valve Flow Valve Size NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARE NEW RESTAURANT RICHARD EADS SURVEY. ABSTRACT NO. 481 LOT 2, BLOCK 16 SOUTHLAKE TOWN SQUARE =A22002 IRRIGATION PLAN L4.00 1 IRRIGATION PLAN 1" = 10'-0" PROPOSED BUILDING 5,985 SQ.FT EXISTING BUILDING DIVISION STREET RESERVE STREETEASEMEN T EASEMENTLIMIT OF WORKLIMIT OF WORKPROPERTY LINE/LIMIT OF WORKPROPERTY L I N E / L I M I T O F W O R K PROPERTY LINE NOTESDRAWNDESIGNDATE SCALE FILE NO. DATENO.REVISION DATENO.ISSUE SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARE NEW RESTAURANT RICHARD EADS SURVEY. ABSTRACT NO. 481 LOT 2, BLOCK 16 SOUTHLAKE TOWN SQUARE =A22002 IRRIGATION DETAILS L4.01 *VALVE/BOX REQUIREMENTS, MAX. MANIFOLDING: - ONE 1 12" VALVE PER STANDARD VALVE BOX - TWO 1" VALVES PER STANDARD VALVE BOX - TWO 1 12" VALVES PER JUMBO VALVE BOX - THREE 1" VALVES PER JUMBO VALVE BOX AUTOMATIC SYSTEM VALVE 1 1/2" = 1'-0"6"12" MIN4"WIRE IN CONDUIT UNDER PAVING ONLY MAIN LINE TOP OF PIPE AT 18" DEPTH 3" DEPTH PEA GRAVEL BRICK SUPPORT, EACH SIDE, AS NEEDED TO REACH CLEARANCE, TYP. SCH. 80 PVC NIPPLES, SAME AS VALVE SIZE, TYP. SPEARS SCH. 80 PVC BALL VALVE VALVE SIZED PER PLAN SET BOX 2" ABOVE GRADE IN BED AREAS, 1" IN TURF AREAS, TYP. VALVE BOX DBY/DBR SPLICES 2 FROM METER TO VALVES NOTE: CONTRACTOR SHALL INSTALL Y STRAINER PER TCEQ REQUIREMENTS WITH DCA DOUBLE CHECK ASSEMBLY 1" = 1'-0"6" MIN.COPPER FEMALE ADAPTER PVC MALE ADAPTER TO 1-1/2" PVC MAIN (1) BRICK EACH SIDE 6" PEA GRAVEL 1-1/2" K COPPER PIPE & FITTINGS 1-1/2" UNION, EACH SIDE DCA PER PLANS JUMBO VALVE BOX WITH FLAT TOP LID 3 FLUSH VALVE 1 1/2" = 1'-0" 3" DEPTH PEA GRAVEL BRICK SUPPORT, (2) PER BOX 3/4" GATE VALVE SET BOX 2" ABOVE GRADE IN BED AREAS, 1" IN TURF AREAS, TYP. 10" ROUND VALVE BOX 4 BRASS ISOLATION VALVE 1 1/2" = 1'-0" 3" DEPTH PEA GRAVEL BRICK SUPPORT, 1 PER SIDE, TYP. PVC MALE ADAPTERS, TYP. BRASS GATE VALVE PER LEGEND SET BOX 2" ABOVE GRADE IN BED AREAS, 1" IN TURF AREAS, TYP. VALVE BOX, PER SPECS. 5 QUICK COUPLER VALVE 1 1/2" = 1'-0"2"-4"CLEARSPEARS 3/4" SCH. 80 SWING JOINT RISER ASSEMBLY MAIN LINE (2) SCREW CLAMPS, TYP. BRICK SUPPORT, 1 PER SIDE, TYP. 3" DEPTH PEA GRAVEL 18" #5 REBAR SET 12" MIN. INTO DISTURBED SOIL QUICK COUPLER PER PLAN VALVE BOX, PURPLE LID . SET BOX 1/4" ABOVE SOD FINISH GRADE 64'-0" TO CENTEROF LCD SCREENCONTROLLER PER LEGEND, WALL MOUNT, STAINLESS STEEL CABINET ELEC. CONDUIT FOR 120 V, ac (60 Hz) POWER SERVICE ELEC. CONDUIT FOR WIRING (4) GALVANIZED MOUNTING BRACKETS, SPACE EVENLY IRRIGATION CONTROLLER - WALL MOUNT 1" = 1'-0"1 1'-0" MIN.1'-4" MAX.SPRAY HEAD / ROTATOR HEAD 3" = 1'-0" FINISH GRADE, MULCH OR SOD POP-UP SPRAY PER LEGEND COMPACT SOIL AROUND HEAD CLASS 200 PVC LATERAL LINES FLEX PIPE ASSEMBLY12"7 SET BOX 2" ABOVE GRADE IN BED AREAS, 1" IN TURF AREAS, TYP. SCH. 80 PVC BALL VALVE MASTER VALVE, SIZED PER PLAN DBY/DBR SPLICES, TYP.4"MIN.18"TYP.3" DEPTH PEA GRAVEL BRICK SUPPORT, EACH SIDE, AS NEEDED TO REACH CLEARANCE, TYP. *NOTE* INLET PIPE LENGTH OF SENSOR MUST BE MIN. 10x PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. *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" = 1'-0"8 NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE SOUTHLAKE TOWN SQUARECITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SOUTHLAKE TOWN SQUARE NEW RESTAURANT RICHARD EADS SURVEY. ABSTRACT NO. 481 LOT 2, BLOCK 16 SOUTHLAKE TOWN SQUARE =A22002 IRRIGATION DETAILS L4.02 DRIP TUBE INSTALLATION - AT GRADE 3" = 1'-0" MULCH PER LANDSCAPE PLAN 2" SOIL COVER DRIP TUBE STAKED AT 30" ON CENTER, ALL LOCATIONS TEES ALONG PVC HEADER LATERAL FEEDING HEADER 2 FROM VALVE DRIP ZONE TYPICAL ENLARGEMENT 3/8" = 1'-0" FLUSH VALVE FOR MANUAL FLUSH, ONE END OF EXHAUST HEADER, TYP. AIR RELEASE VALVE IN VALVE BOX, ONE PER ZONE AT HIGH CORNER, TYP.CLASS 200 PVC HEADER, TYP. BARBED FITTINGS BY MANUFACTURER, TYP. INSTALL DRIP RINGS AT TREE TRUNKS, TYP. IN- LINE EMITTER TUBING. SPACING PER LEGEND DRIP INDICATOR HEAD 3DRIP ZONE VALVE ASSEMBLY-AT GRADE 1 1/2" = 1'-0" WIRE IN CONDUIT UNDER PAVING ONLY PVC MAIN 3" DEPTH PEA GRAVEL BRICK SUPPORT, 1 PER SIDE, TYP. SCH. 80 PVC NIPPLES, TYP. DRIP ZONE ASSEMBLY SCH. 80 PVC BALL VALVE DBY/DBR SPLICES, TYP. SET BOX 2" ABOVE GRADE IN BED AREAS, 1" IN TURF AREAS, TYP. VALVE BOX, PER SPECS. 1