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Item 7A - Plans
NO SCALE VICINITY MAP NO SCALE AREA MAP SOUTHLAKE, TX PROJECT SITE 3200 N WHITE CHAPEL BLVD SOUTHLAKE, TX, 76092 OWNER: TRINITY RIVER AUTHORITY OF TX ZONING: SP1 LAND USE: OFFICE COMMERCIAL NAME: KIRKWOOD/SABRE LINEAR PARK OWNER: CITY OF SOUTHLAKE ZONING: RPUD LAND USE: MEDIUM DENSITY RESIDENTIAL OWNER: TXCRE LLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL OWNER: SOUTHLAKE CITY ZONING: NRPUD LAND USE: FLOOD PLAIN OWNER: TXCRE LLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL OWNER: WILKS SOUTH LAKE DEVELOPMENT L ZONING: NRPUD LAND USE: MIXED USE OWNER: TXCRE LLC ZONING: NRPUD LAND USE: UNDEVELOPED NONRESIDENTIAL OWNER: TXCRE LLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL OWNER: TXCRE LLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL OWNER: TXCRE LLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL OWNER: USA ZONING: AG LAND USE: CORPS OF ENGINEERS PROPERTY OWNER: USA ZONING: AG LAND USE: CORPS OF ENGINEERS PROPERTY OWNER: USA ZONING: AG LAND USE: CORPS OF ENGINEERS PROPERTY Map Data from: https://southlake.maps.arcgis.com/apps/webappviewer/index.html?id= 3ddafd7070b84a589d0d29b41218130b (IN FEET) 35'0'75'110' PROPOSED PROPERTY ACQUISITION ZONING CHANGE FROM NRPUD TO SP1 PROPOSED IMPROVEMENTS (PAVED AREA 1) PROPOSED IMPROVEMENTS (PAVED AREA 2) PROPOSED IMPROVEMENTS (WET WELL AND LIFT STATION) Zoning Case #: ZA24-0019 EXHIBIT A - Site Plan Exhibit OHEXXXXXXXXXX OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXXXX XXXOHETANKEXISTINGELECTRICALBUILDINGGENERATOR X X 575 5 8 0 57 1 57 2 573 574 576 577 578 579581582583 57 0 5 7 5 5 8 0 56 6566 5675 6 8 5 6 9 571 5725 7 3 5 7 4 57 6 57 7 57 8 57 9 581582583584 5 7 0 575 575 58 0 56 8 56 9571572 572 573 573573 573 574 574 57457457 6 57 7 578 57 9 5 8 1 582580578579581582583584 EXISTING MAINKIRKWOOD LIFTSTATION2" WPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PLPLPLPL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL 27" SS 27" SS20" FM12" W18" SS20" FM23EXIST ING ONCORELECTRICAL EASEMENTSABRE DREXISTING 20" FMEXISTING27" PVC SSEXISTING27" PVC SS20'OWNER:TRINITY RIVERAUTHORITY OF TEXASOWNER:CITY OF SOUTHLAKEOWNER:USACECITY OF SOUTHLAKE20' UTILITYEASEMENTVOL 13218, PG 339(D.R.T.C.T.)EASEMENT AND RIGHT-OF-WAYTRINITY RIVER AUTHORITY OF TEXASNo. D212153806 O.P.R.T.C.T.JULY 27, 2012PARCEL 21 FURTHER DESCRIBED INVOLUME 13679, PAGE 125D.R.T.C.T.OVERFLOW EASEMENTTRACT NO. C-2560VOLUME 4558, PAGE 505AS SHOWN INCABINET A, SLIDE 7212P.R.T.C.T.EASEMENT AND RIGHT-OF-WAYTRINITY RIVER AUTHORITY OFTEXASNo. D212153806O.P.R.T.C.T.JULY 27, 2012PARCEL 19FURTHER DESCRIBED INVOLUME 13679, PAGE 126D.R.T.C.T.EASEMENT:TEXAS POWER & LIGHT COMPANYVOLUME 8078, PAGE 2033D.R.T.C.T.CALLED 4.621 ACRESJANUARY 30, 1985TRACT NO. 2LOT 3 BLOCK 1TEXAS WHEELHOUSE, LLC.CABINET A, SLIDE 7214M.R.T.C.T.20'20'50' EMERGENCY ACCESS,UTILITY & DRAINAGE EASEMENTCABINET A, SLIDE 7212P.R.T.C.T.B-16B-17B-18B-19TH-2TH-118'EXISTINGFIREHYDRANT8' PERMANENT PEDESTRIANACCESS EASEMENTLOT 4R1, BLOCK 1SABRE GROUP CAMPUSADDITIONCABINET A SLIDE 12216P.R.T.C.T.SURVEY CONTROLPOINT #123NORTHING7044017.127044114.477044020.66EASTING2380261.802380510.992380526.21ELEVATION582.02574.04576.17DESCRIPTION5/8"IR W/CAPSTAMPED"REFERENCE POINT"MAG-NAIL INASPHALTX IN CONCRETEGEOTECHNICAL BORESBORE IDB-16B-17B-18B-19BORE DEPTH60.0'60.0'60.0'60.0'NORTHING7043926.347043932.157044062.367044086.26EASTING2380419.832380464.822380460.932380506.89TEST HOLE DATABORE IDTH-1TH-2BORE DEPTH5.8'6.5'NORTHING7044014.047044014.10EASTING2380268.642380343.00(IN FEET)020'40'60'10'THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCTRINITY RIVER AUTHORITY OF TEXAS TARRANT COUNTY, TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS REGISTRATION NO.F-5713100% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JOHN A. PRUITT, P.E. #129624 ON JUNE. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERJUNE 202419W05146DRAWN BY:JAPIDC05-C-10114EXISTING SITE PLAN-SURVEY OVERVIEWCDGSURVEY NOTES:1.CONTROL IS BASED ON NAD83 (2011) USING TEXASSTATE PLANES, NORTH CENTRAL ZONE, ANDELEVATIONS ARE BASED ON NAVD88. DATE RECEIVED: APRIL, 12, 20212.GEOTECHNICAL BORINGS WERE COMPLETED ON2022-12-07 BY KLEINFELDER.3.TEST HOLE DATA DONE ON 2023-03-29 BY THE RIOSGROUP.Zoning Case #: ZA24-0019EXHIBIT A - Site Plan Exhibit OHEXXXXXXXXXX OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXXXXOHETANK575 5 8 0 57 1 57 2 573 574 576 577 578 579581582583 57 0 5 7 5 5 8 0 56 6566 5675 6 8 5 6 9 571 5725 7 3 5 7 4 57 6 57 7 57 8 57 9 581582583584 5 7 0 575 575 58 0 56 8 56 9571572 572 573 573573 573 574 574 57457457 6 57 7 578 57 9 5 8 1 582580578579581582583584 PLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PLPLPLPL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL SSSSSSSSSSSSSSSSSABRE DRXXXLIFTSTATIONFRAC TANKSFRAC TANKSXXXXXXXXXX SSSSSSSSSSSSSS60'SSNO PA R KI N G FI R E L A N E NO PA R KI N G F I R E L A N E NO PARKING FIRE LANENO PARKING FIRE LANE580 5 7 9 577 5 7 6 576 5775785795 7 9 58 0 5 8 2583 581LIFTSTATIONFF=576.33251316193128241171832TC - 583.50TC - 580.81FG - 579.70FG - 577.37FG - 577.58FG - 574.88FG - 573.75FG - 574.30FG - 574.19FG - 575.14FG - 577.20FG - 579.19FG - 582.57FG - 583.06FG - 582.508910237FG - 576.9558 1 575FG - 575.94FG - 575.92FG - 574.34FG - 575.884614122927262521315203011FL - 575.46FG - 583.75FG - 583.09FG - 578.30FL - 573.82FG - 584.00FG - 583.95FG - 582.64FG - 581.42FG - 583.04INSTALL SS 6"MUD VALVE22FG - 579.74FG - 579.01TC - 579.50TC - 579.50TC - 579.50TC - 579.5057 8 TRENCH DRAINPROVIDE POSITIVEDRAINAGESEE DETAIL99-C-506D04CURBSEE DETAIL99-C-504D02FL - 574.5899-C-507D07FG - 575.42582R44'-4"R14' - 4 "FG - 578.00SANITARYSEWERMANHOLE (TYP)CURBSEE DETAIL99-C-504D02TIE TOEXISTINGSEE JOINTDETAIL99-C-505D01R45'-6"R35'-6"5 8 1 583583RIDGELINERIDGELINE9.50'5 7 6 57 5 579578 FG - 575.12FG - 574.80FG - 574.86FG - 574.69FG - 578.19FG - 579.42FG - 579.20FG - 578.18CURB DRAINW/ PLUGSEE DETAIL99-C-506D05CONCRETESWALESEE DETAIL99-C-504D05FG - 580.90FG - 581.10R 1 9 ' - 4 "R19'-4"R3 9 ' - 4 "SITE WORK POINTSPOINT #1234567891011121314151617181920212223242526272829303132DESCRIPTIONMATCH TO EXISTING EOC45-6" CURB RADIUSPT OF 45' RADIUSPC OF 15' RADIUS35'-6"' CURB RADIUSPT OF 15' RADIUSEOCEOCEOCEOCEOCPT OF 15' RADIUS15' CURB RADIUSPC OF 15' RADIUSPT OF 45' RADIUS44'-4" CURB RADIUSMATCH TO EXISTING EOCMATCH TO EXISTING EOC19'-4" CURB RADIUSPT OF 20' RADIUSPC OF 5' RADIUSEOCEOC10' RADIUSMATCH TO EXISTING EOCMATCH TO EXISTING EOCPT OF 39'-4" RADIUS39'-4" CURB RADIUSPC OF 39'-4" RADIUSPT OF 20' RADIUS19'-4" CURB RADIUSMATCH TO EXISTING EOCNORTHING7043985.307043942.257043957.697043953.237043941.167043911.157043896.267043812.937043767.157043847.447043976.467043970.187043980.737043975.307043995.097043989.727044032.657044070.347044051.317044059.657044019.237043928.017043943.017043980.987043983.957044012.177044013.887044053.837044037.407044062.647044071.017044090.15EASTING2380135.632380150.182380192.982380194.592380161.262380180.112380157.722380210.222380239.062380366.352380284.972380275.102380263.692380249.702380247.612380292.452380278.592380394.902380401.042380419.212380437.782380457.252380471.522380476.442380487.912380488.232380491.932380492.322380456.642380444.212380462.422380456.62(IN FEET)020'40'60'10'THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCTRINITY RIVER AUTHORITY OF TEXAS TARRANT COUNTY, TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS REGISTRATION NO.F-5713100% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JOHN A. PRUITT, P.E. #129624 ON JUNE. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERJUNE 202419W05146DRAWN BY:NOTES:1.ALL DIMENSIONS ARE BACK OF CURB TO BACK OF CURBUNLESS OTHERWISE NOTED.2.ALL SPOT ELEVATIONS AT CURBS ARE TOP OF CURB,BACK OF CURB UNLESS OTHERWISE NOTED.3.GRADING SHALL BE AT 4:1 MAXIMUM SLOPES UNLESSOTHERWISE SHOWN OR SPECIFIED.4.FOR ELEVATIONS NOT SPECIFICALLY CALLED OUT,REFER TO ROADWAY PROFILES AND TYPICAL SECTIONS.#SITE LAYOUT COORDINATESJAPIDC05-C-20118PROPOSED GRADINGPLANCDG28,718.08 sf5,427.97 sf2,210.65 sf123 Western Paved Area -28,718 sf of impervious coverage Eastern Paved Area - 5,428 sf of impervious coverage Lift Station and Wet Well - 2,210 sf of impervious coveragePROPOSED SITE CHANGES:Zoning Case #: ZA24-0019EXHIBIT A - Site Plan Exhibit S-P-1 Uses and Regulations for the Trinity River Authority Lift Station: 3200 N. White Chapel Blvd. & 1350 W. Kirkwood Blvd. The S-P-1 uses and regulations for the Trinity River Authority Lift Station will follow the "CS" Community Service district uses and regulations with the following exceptions: Additional Permitted Use: Sewage Lift Station and associated structures and equipment. Development Regulations: Structures and equipment are allowed as shown on the site plan and elevations. Any additional above ground structures or equipment to be added in the future will require City Council approval of a new Zoning Change and Site Plan application. A variance is requested for bufferyard implementation. Tree screening along Kirkwood Blvd. will be maintained. Sabre Drive is a private drive and will not have through traffic. Kirkwood Lift Station Proposed Work Summary: The project includes an expansion to TRA’s existing Kirkwood (sewage) Lift Station. Improvements are intended to increase storage capacity, improve pumping capabilities, and overall collection system resiliency, as well as improve electrical service reliability and safety and ease of maintenance. The major proposed items of work on the project include: · Demolition: o Removal of pumps and equipment from existing wet well. o Removal of variable frequency drives (VFDs), HVAC units and electrical gear from existing electrical room. · Structural o Construct a new at/below-grade concrete wet well, approximately 33 feet wide by 24 feet long and 47 feet deep. o Construct a new at/below-grade concrete valve vault with associated piping and appurtenances adjacent to wet well, approximately 36 feet wide by 15 feet long. Wet well storage volume will increase from 53,000 gallons to 200,000 gallons. o Construct a new at/below-grade concrete flow meter vault with associated piping and appurtenances, approximately 10 feet wide by 10 feet long. o Install steel frame monorail hoist for pump access and maintenance. · Mechanical o Install four new submersible pumps and associated piping inside wet well. o Construct buried yard piping and valves to convey sewage flows. · Electrical o Install new electrical gear to support pumps, and VFDs inside existing electrical room. · Civil: o Install new driveway into new wet well. o Install new driveway and pad for temporary sewage storage tanks, to be used only in “emergency” setting. o Install new decorative perimeter wrought iron fence with cedar pickets to match existing fence, along with an electrical sliding fence gate. · Other notes: o Traffic impact from TRA Operations is not expected to change upon completion of construction. o Sabre Drive is a private drive and will not have through traffic for the public. XXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXX XOHEOHEPLPLPL PL PLPLPLPLPLPLPLPLPL PL PL PL PL PLPL PLPLPLPLPLPLPLPLPLPL PL PL PL PL PL 05-C-10105-X-10105-C-10205-C-10305-C-20105-C-301PLPLPLPL PL PL PL PL PLPL PLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PLPLPL PL PLPLPLPLEXISTINGLIFTSTATIONSABRE DRKIRKWOOD BLVD N WHITE CHAPEL BLVD020'40'80'120'(IN FEET)THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCTRINITY RIVER AUTHORITY OF TEXAS TARRANT COUNTY, TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS REGISTRATION NO.F-5713100% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF MICHAEL S. MIEYR, P.E. #145546 ON NOV. 2023. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 202419W05146DRAWN BY:MSMIDC05-C-10013EXISTING SITE PLAN-OVERVIEWCDGOHEOHEOHEXPL D-SERIES SIZE 2 LED LIGHTTYPE V - EQUAL AREA LIGHT DISTRIBUTION51,000 LUMENS - 34-FT MOUNTING HEIGHT51,000 LUMENS30 FT4 FT Zoning of Neighboring Property Footcandles Horizontal Footcandles Vertical Agricultural, Single-family, and two-family residential districts 0.2 0.5 Multiple-family residential districts 0.5 0.5 Nonresidential districts, streets 3.0 3.0 Light industrial districts 5.0 5.0 ZONING: MEDIUM DENSITYRESIDENTIAL PUDDESIGNED:INTENSITY: < 0.2 FCLUMINANCE: < 0.05 CD/SFORDINANCE LIMIT:INTENSITY: 0.5 FCLUMINANCE: 0.05 CD/SFZONING: AG (NON-RESIDENTIAL)DESIGNED:INTENSITY: < 0.2 FCLUMINANCE: < 0.05 CD/SFORDINANCE LIMIT:INTENSITY: 0.2 FC (H); 0.5 FC (V)LUMINANCE: 0.30 CD/SF3.0 - 7.8FC1.0 - 3.0FC(PRIVATE STREET OWNEDBY TRINITY RIVERAUTHORITY OF TX) Zoning of Neighboring Property Luminance (1) Single-family and two-family residential districts 0.02 (2) Multiple-family residential districts 0.05 (3) Nonresidential districts, streets 0.30 (4) Industrial districts 0.50 94 ft96 ftZONING: NON-RESIDENTIAL PUDDESIGNED:INTENSITY: < 0.2 FCLUMINANCE: < 0.14 CD/SFORDINANCE LIMIT:INTENSITY: 3.0 FCLUMINANCE: 0.30 CD/SFLUMINANCE TEST POINTCALCULATIONSHOUSESIDESHIELD ASNECESSARY540.5 - 1.0FC0.2 - 0.5FC90°108°6150°132 ft162°110°101 ft61 ft3.0 - 7.8FC0.5 - 1.0FC0.2 - 0.5FC21157 ft55°THREE NEW LUMINARIESTO BE INSTALLEDDENOTED BY SYMBOLX33.0 - 7.8FC1.0 - 3.0FC1.0 - 3.0FCPHOTOMETRIC PLOTSDSX2 LED P8 40K T5S MVOLT G134' MOUNTING HEIGHTT5S (WITH HOUSESIDE SHIELD)(MOUNTING HEIGHT 34 FT: https://www.visual-3d.com/tools/photometricViewer/default.aspx?id=213301 )Zoning Case #: ZA24-0019EXHIBIT C - Lighting Plan Revised February 2015 PERMIT FEE: NO CHARGE Tree Protection Permit Application PERMIT FOR TREE PROTECTION NOT FOR TREE REMOVAL Property Address: ___________________________________________________________________________________ Property Owner: ___________________________ Phone Number: ______________________________ Contractor: _______________________________ Contractor Cell Phone: ________________________ E-mail: _____________________________________ The Tree Preservation Inspection is needed for (check all that apply): Earth disturbance permit New commercial development New residential subdivision New commercial structure/building New residential structure/building Installation of utilities, streets Tree removal permit Other (please Specify)___________________________________________ Items Required with Submittal: (Maximum plan size 11X17) Supply electronic version if larger plans Copy of the approved Tree Conservation Plan for the development or subdivision Site specific tree conservation plan for the building site of lot to include the following: - Tree survey imposed onto detailed site plan/plot plan showing common name of each tree and trunk diameter of all canopy trees greater than 6” inches in diameter (include and label dead trees) - Trees to be saved or removed clearly identified - Clear delineation of all protected tree stands where no construction or grading will occur - Placement of all required tree protection fencing and trunk skirting clearly shown - Location of all trenching for plumbing and utilities - Clear delineation of construction related parking, storage, staging, and access areas - Required tree protection plan measures clearly noted on the plans (for commercial, subdivision and utility construction) Items provided on site for Inspection: Required tree protection fencing and trunk skirting installed on the site in accordance with the approved tree conservation plan Tree protection signage installed in accordance with the Tree Preservation Ordinance No. 585 and Tree Preservation Specifications for Construction Sites, as amended Permit Sign installed with the approved Tree Conservation Plan, Tree Preservation Specification Details and Tree Protection Signage properly posted on the site in accordance with the Tree Preservation Ordinance No. 585 and Tree Preservation Specifications for Construction Sites, as amended Applicant/owner acknowledgement: I certify that all the information provided above is accurate to the best of my knowledge and ability. Signature of applicant/owner: __________________________________________ Date: ___________________ ** Failure to provide complete and accurate information required above will delay the permit review process or result in permit denial** BUILDING INSPECTIONS 1400 Main Street, Suite 310, Southlake, TX 76092 Phone: (817) 748-8229 Fax: (817) 748-8077 www.cityofsouthlake.com Online Permitting and Inspection Scheduling - “Southlake on Demand” https://aca.accela.com/southlk/ 3200 N White Chapel Blvd, Southlake, TX 76092 Trinity River Authority of TX 817.493.5173 TBD TBD Blayne Johnson johnsonbj@trinityra.org EXHIBIT D - Tree Protection & Tree Removal Permit and Exhibits February 2015 City of Southlake Tree & Brush Removal Permit Application Property Address: ___________________________________________________________________________________ Owner Contractor Name: Address: Phone Number: Email: For New Construction: Earth Disturbance Permit New commercial development New residential development New commercial pad site New residential pad site Installation of utilities, streets Clear Underbrush ITEMS REQUIRED WITH SUBMITTAL: (MAXIMUM PLAN SIZE 11X17) Supply electronic version if larger plans Copy of the City Council approved Tree Conservation Plan including any conditions placed on the approval which includes all the following elements: All individually protected trees All protected tree stands Existing streams, drainage creeks, ponds, and other water bodies and buffers (if any) Tree survey 2-foot contour map of the site Protected trees within the tree preservation area including tree size and type Critical Root Zones of individual trees Areas of encroachment into environmentally sensitive areas identified on the site Detailed site plan of all proposed improvements Setbacks, building lines, buffer yards Clear delineation of the status of all protected trees after the proposed development is constructed Final grading plans Replanting/reforestation areas, if any Required tree protection plan measures Clear delineation of construction related parking, storage, staging, and access areas Unrelated to New Construction: Maintenance/Construction of utility lines Diseased, hazardous, or damaged tree Selective thinning in a heavily wooded area Limited removal on AG zoned property Brush Clearing Other ______________________________ ITEMS REQUIRED WITH SUBMITTAL: (MAXIMUM PLAN SIZE 11X17) Supply electronic version if larger plans Existing use of the property A detailed written statement stating the reasons for the requested tree alteration (to be attached) The amount of land to be disturbed, if any The method and equipment to be used The dates the proposed alteration would take place A legible diagram or map (to scale) indicating any of the following that may be affected by the proposed alteration: i. Location of all existing structures, improvements, streets or rights-of-way, property lines, setback and yard requirements. ii. Location of all existing utility lines, utility service lines, and easements. iii. The common and botanical name, size and location of all trees specifically designated by number; and iv. Any other information that may assist the Administrator Signature of applicant/owner: ______________________________________________________________ Date: ___________________ Applicant/owner acknowledgement: I certify that all the information provided above is accurate to the best of my knowledge and ability. ** Failure to provide complete and accurate information required above will delay the permit review process or result in permit denial** Staff Review Only Permit Number ________________________ Approved: Administrator Comments: _________________________________________________________________________ Meets TCP Selective thinning only Limited tree removal on AG zoned property Diseased, damaged, or hazardous tree Prevent damage to property Install or maintain a utility line or service line Prevent vermin infestation Clear underbrush Other: ___________________________________________________________________ . ______________________________________________________________(please specify) Denied: _________________________________________________________________________________________________(reason for denial) Reviewed by: __________________________________ Date: ______________________ Signature: ______________________________________ Online Permitting and Inspection Scheduling – “Southlake on Demand” https://aca.accela.com/southlk Trinity River Authority of TX 817.493.5173 Blayne Johnson johnsonbj@trinityra.org 5300 S Collins St, Arlington, TX 76018 TBD 3200 N White Chapel Blvd, Southlake, TX 76092 N/A N/A N/A EXHIBIT D - Tree Protection & Tree Removal Permit and Exhibits Summary of Tree Alteration Plan Existing use of site: The existing site is used for the Denton Creek Pressure System force main and lift station which provides sanitary sewer storage and pumping for the surrounding community. Reasons for tree alteration: The purpose of this site improvement is to provide additional storage for sanitary sewer water in the case of an emergency or line break. Site improvements include the addition of a new driveway and pad for the placement of emergency storage tanks. The trees to be altered are in the vicinity of the proposed driveway and pad, and will need to be altered to make room. Area of tree coverage disturbed: 7903 sf Expected percentage of tree coverage preserved: 84.1% (Table 2 Minimum is 60%. See tree coverage calculation summary.) Method of equipment to be used: Open excavation and trenching. Dates of proposed alteration: Construction dates pending approval and notice to proceed. Target date: Mid-2025. EXHIBIT D - Tree Protection & Tree Removal Permit and Exhibits XXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXX XOHEOHEPLPLPL PL PLPLPLPLPLPLPLPLPL PL PL PL PL PLPL PLPLPLPLPLPLPLPLPLPL PL PL PL PL PL 05-C-10105-X-10105-C-10205-C-10305-C-20105-C-301PLPLPLPL PL PL PL PL PLPL PLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PLPLPL PL PLPLPLPLEXISTINGLIFTSTATIONSABRE DRKIRKWOOD BLVD N WHITE CHAPEL BLVD020'40'80'120'(IN FEET)THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCTRINITY RIVER AUTHORITY OF TEXAS TARRANT COUNTY, TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS REGISTRATION NO.F-5713100% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF MICHAEL S. MIEYR, P.E. #145546 ON NOV. 2023. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 202419W05146DRAWN BY:MSMIDC05-C-10013EXISTING SITE PLAN-OVERVIEWCDGPROPOSEDIMPROVEMENTSLEGENDTREES TO BE PROTECTED:TREES TO BE ALTERED:Zoning Case #: ZA24-0019EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits XXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXX XOHEOHEPLPLPL PL PLPLPLPLPLPLPLPLPL PL PL PL PL PLPL PLPLPLPLPLPLPLPLPLPL PL PL PL PL PL 05-C-10105-X-10105-C-10205-C-10305-C-20105-C-301PLPLPLPL PL PL PL PL PLPL PLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PLPLPL PL PLPLPLPLEXISTINGLIFTSTATIONSABRE DRKIRKWOOD BLVD N WHITE CHAPEL BLVD020'40'80'120'(IN FEET)THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCTRINITY RIVER AUTHORITY OF TEXAS TARRANT COUNTY, TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS REGISTRATION NO.F-5713100% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF MICHAEL S. MIEYR, P.E. #145546 ON NOV. 2023. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY. 202419W05146DRAWN BY:MSMIDC05-C-10013EXISTING SITE PLAN-OVERVIEWCDG168,062 sf22,237 sf7,903 sf24,618 sf793 sf1,992 sfTREE COVER CALCULATION SUMMARYTable 2.0 – Existing Tree Cover Preservation Requirements Percentage of existing tree cover on the entire site Minimum percentage of the existing tree cover to be preserved* 0% – 20% 70% 20.1 – 40% 60% 40.1% - 60% 50% 60.1% - 80% 40% 80.1% - 100% 30% *The minimum percentage of existing tree cover to be preserved shall exclude any area in public rights-of-way as approved by City Council. LEGENDTREES TO BE PROTECTED:TREES TO BE ALTERED:Zoning Case #: ZA24-0019EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits OHEXXXXXXXXXX OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXXXX XXXOHETANKX X PLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PLPLPLPL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL 27" SS 27" SS20" FM12" W18" SS20" FM155'-8"60'-5"SABRE DR5'(IN FEET)020'40'60'10'THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCTRINITY RIVER AUTHORITY OF TEXAS TARRANT COUNTY, TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS REGISTRATION NO.F-571399% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF MICHAEL S. MIEYR, P.E. #145546 ON NOV. 2023. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAY 202419W05146DRAWN BY:MSMIDC05-X-10115PROPOSEDDEMOLITION PLAN-OVERVIEWCDGDEMOLITION KEY NOTES:A.UPON COMPLETION OF NEW LIFT STATION REMOVEMETER AND DEMOLISH EXISTING METER VAULT,BACKFILL TO FINISHED GRADE PER SPECIFICATIONS.B.REMOVE EXISTING FENCE TO CONNECT TO PROPOSEDIMPROVEMENTS.C.REMOVE EXISTING CURB, SAWCUT AND TIE TO EXISTINGPAVE TO FINISH GRADE FOR PROPOSED DRIVEWAYS.D.DEMOLISH EXISTING AWNING.E.CUT AND FILL INTERCEPTOR AFTER NEW LIFT STATIONHAS BEEN INSTALLED.F.CLEAR AND GRUB EXISTING TREES.G.SEE CHANGES TO EXISTING LIFT STATION ON SHEET10-X-101DEMOLITION CONSTRAINTS FOR EXISTING SEWER LINES:H.CUT AND DEMO EXISTING SS LINE, WHEN THEFOLLOWING ARE SATISFIED:H.1.PROPOSED LIFT STATION IS BUILT AND READY TOOPERATE.H.2.NORTH AND SOUTH INTERCEPTOR ARE CONNECTEDTO THE PROPOSED LIFT STATION.H.3.PROPOSED LIFT STATION IS CONNECTED TOEXISTING 20" FM AND FLOW METER IS OPERATINGPROPERLY FOR A MINIMUM OF 30 DAYS.DEMOLITION KEY NOTES1234567891011ONE (1) 6" OAK TREEONE (1) 10" OAK TREEONE (1) 12" OAK TREETWO (2) 14" OAK TREESFIVE (5) 10" OAK TREESTHREE (3) 10" MULBERRY TREESONE (1) 14" OAK TREEONE (1) 7" OAK TREETWO (2) 15" OAK TREESONE (1) 7" ELM TREEONE (1) 12" ELM TREELIST OF ALTERED TREES:TYPICAL TREEPROTECTION FENCINGSEE DETAILTYPICAL BARKPROTECTIONSEE DETAILLEGENDTREES TO BE PROTECTED:TREES TO BE ALTERED:Zoning Case #: ZA24-0019EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits OHEXXXXXXXXXX OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXXXXOHETANK575 5 8 0 57 1 57 2 573 574 576 577 578 579581582583 57 0 5 7 5 5 8 0 56 6566 5675 6 8 5 6 9 571 5725 7 3 5 7 4 57 6 57 7 57 8 57 9 581582583584 5 7 0 575 575 58 0 56 8 56 9571572 572 573 573573 573 574 574 57457457 6 57 7 578 57 9 5 8 1 582580578579581582583584 PLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PLPLPLPL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL SSSSSSSSSSSSSSSSSABRE DRXXXLIFTSTATIONFRAC TANKSFRAC TANKSXXXXXXXXXX SSSSSSSSSSSSSS60'SSNO PA R KI N G FI R E L A N E NO PA R KI N G F I R E L A N E NO PARKING FIRE LANENO PARKING FIRE LANE580 5 7 9 577 5 7 6 576 5775785795 7 9 58 0 5 8 2583 581LIFTSTATIONFF=576.33251316193128241171832TC - 583.50TC - 580.81FG - 579.70FG - 577.37FG - 577.58FG - 574.88FG - 573.75FG - 574.30FG - 574.19FG - 575.14FG - 577.20FG - 579.19FG - 582.57FG - 583.06FG - 582.508910237FG - 576.9558 1 575FG - 575.94FG - 575.92FG - 574.34FG - 575.884614122927262521315203011FL - 575.46FG - 583.75FG - 583.09FG - 578.30FL - 573.82FG - 584.00FG - 583.95FG - 582.64FG - 581.42FG - 583.04INSTALL SS 6"MUD VALVE22FG - 579.74FG - 579.01TC - 579.50TC - 579.50TC - 579.50TC - 579.5057 8 TRENCH DRAINPROVIDE POSITIVEDRAINAGESEE DETAIL99-C-506D04CURBSEE DETAIL99-C-504D02FL - 574.5899-C-507D07FG - 575.42582R44'-4"R14' - 4 "FG - 578.00SANITARYSEWERMANHOLE (TYP)CURBSEE DETAIL99-C-504D02TIE TOEXISTINGSEE JOINTDETAIL99-C-505D01R45'-6"R35'-6"5 8 1 583583RIDGELINERIDGELINE9.50'5 7 6 57 5 579578 FG - 575.12FG - 574.80FG - 574.86FG - 574.69FG - 578.19FG - 579.42FG - 579.20FG - 578.18CURB DRAINW/ PLUGSEE DETAIL99-C-506D05CONCRETESWALESEE DETAIL99-C-504D05FG - 580.90FG - 581.10R 1 9 ' - 4 "R19'-4"R3 9 ' - 4 "SITE WORK POINTSPOINT #1234567891011121314151617181920212223242526272829303132DESCRIPTIONMATCH TO EXISTING EOC45-6" CURB RADIUSPT OF 45' RADIUSPC OF 15' RADIUS35'-6"' CURB RADIUSPT OF 15' RADIUSEOCEOCEOCEOCEOCPT OF 15' RADIUS15' CURB RADIUSPC OF 15' RADIUSPT OF 45' RADIUS44'-4" CURB RADIUSMATCH TO EXISTING EOCMATCH TO EXISTING EOC19'-4" CURB RADIUSPT OF 20' RADIUSPC OF 5' RADIUSEOCEOC10' RADIUSMATCH TO EXISTING EOCMATCH TO EXISTING EOCPT OF 39'-4" RADIUS39'-4" CURB RADIUSPC OF 39'-4" RADIUSPT OF 20' RADIUS19'-4" CURB RADIUSMATCH TO EXISTING EOCNORTHING7043985.307043942.257043957.697043953.237043941.167043911.157043896.267043812.937043767.157043847.447043976.467043970.187043980.737043975.307043995.097043989.727044032.657044070.347044051.317044059.657044019.237043928.017043943.017043980.987043983.957044012.177044013.887044053.837044037.407044062.647044071.017044090.15EASTING2380135.632380150.182380192.982380194.592380161.262380180.112380157.722380210.222380239.062380366.352380284.972380275.102380263.692380249.702380247.612380292.452380278.592380394.902380401.042380419.212380437.782380457.252380471.522380476.442380487.912380488.232380491.932380492.322380456.642380444.212380462.422380456.62(IN FEET)020'40'60'10'THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCTRINITY RIVER AUTHORITY OF TEXAS TARRANT COUNTY, TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS REGISTRATION NO.F-5713100% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JOHN A. PRUITT, P.E. #129624 ON JUNE. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERJUNE 202419W05146DRAWN BY:NOTES:1.ALL DIMENSIONS ARE BACK OF CURB TO BACK OF CURBUNLESS OTHERWISE NOTED.2.ALL SPOT ELEVATIONS AT CURBS ARE TOP OF CURB,BACK OF CURB UNLESS OTHERWISE NOTED.3.GRADING SHALL BE AT 4:1 MAXIMUM SLOPES UNLESSOTHERWISE SHOWN OR SPECIFIED.4.FOR ELEVATIONS NOT SPECIFICALLY CALLED OUT,REFER TO ROADWAY PROFILES AND TYPICAL SECTIONS.#SITE LAYOUT COORDINATESJAPIDC05-C-20118PROPOSED GRADINGPLANCDGZoning Case #: ZA24-0019EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits OHEXXXXXXXXXX OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXXXXOHETANKPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PLPLPLPL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL 27" SS 27" SS20" FM12" W18" SS20" FMSSSSSSSSSSSSSSSSSABRE DRLIFTSTATIONFRAC TANKSFRAC TANKSSSSSSSSSSSSSSS60'SSNO PA R KI N G FI R E L A N E NO PA R KI N G F I R E L A N E NO PARKING FIRE LANENO PARKING FIRE LANESSMH-02-01STA. 22+366' MANHOLEN=7043933.31E=2380525.16P03-05P03-01P03-04P03-0305-C-302P03P05-0205-C-302P0105-S-101120" SS (FM)05-C-303P0405-C-302P02P05-01P05-03SSMH-02-02STA. 21+106' DROP MANHOLEN=7043933.31E=2380398.25P04-13P04-11P04-10V04-12V04-14P04-09V04-08P05-06P04-03V04-02SSMH-02-03STA. 20+356' DROP MANHOLEN=7044007.59E=2380398.30P05-0530" SSSSMH-01-03STA. 10+256' MANHOLEN=7044023.62E=2380432.45SSMH-01-01STA. 11+266' MANHOLEN=7044047.83E=2380525.162" W4" SLEEVEREMOVE 90 ANDINSTALL TEE AND2" BALL VALVEDOWNSTREAMFROM EXISTINGCOLLECTION SYSTEMTO TREATMENTFACILITYMETER VAULTFROM EXISTINGCOLLECTION SYSTEM2" PD20'PROPOSEDEASEMENTINSTALLSLIDING GATEON EX.27"INTAKEINSTALL 2"YARD HYDRANTV07-0299-M-502D022" MAGNESIUMHYDROXIDE FEED8" SSSSMH-03-014' MANHOLEN=7044135.46E=2380432.88REMOVE INTERNAL DROP FROMEXISTING MANHOLE AFTER FLOWHAS BEEN DIVERTEDABANDON THIS PIPE WHENSSMH-03-01 TO SS-MH-01-02CONNECTION IS INSTALLED10-S-1042NORTHINTERCEPTORMANHOLESOUTHINTERCEPTORMANHOLE30" SSSEE FACILITY 10PROCESS PLANSFOR PIPINGCONTINUATIONINSTALL 2"YARD HYDRANT99-M-502D02P05-0405-C-508D042" W4" SLEEVEP05-07P05-08CONNECT TO EX.WET WELL W/POSITIVE DRAINAGE30" SSP04-0410" SS (FM)P04-05P04-06P04-07SSMH-01-02STA. 10+616' DROP MANHOLE W/ VENT AND CARBON CANISTERN=7044047.83E=2380459.52SURGE VALVE VAULTAND CLEANOUT99-C-509D0199-C-509D022" WP08-018" SS10+9210+0005-C-303P0805-C-508D028" SS (FM)P09-0199-C-508D03P06-01V03-07P04-01P03-0299-C-509D03P07-05P07-06P07-076" SLG (FM)05-C-303P07SEE 05-X-101 FORDEMOLITIONCONSTRAINTS NOTE "H"P07-0112+0310+0011+0012+00P07-03P07-04FIELD VERIFY EXISTING 8" SSFLOWLINE ELEVATION TODETERMINE SLOPE ACROSSSABRE DR FROM SSMH-03-01TO SSMH SS-1-02VALVE COORDINATESPOINT #V03-07V04-02V04-08V04-12V04-14V07-02NORTHING7044014.067043944.457043851.247043812.177043773.567044009.63EASTING2380331.542380394.222380358.252380298.742380237.672380345.90CENTERLINEELEVATION574.61569.33573.00574.37574.20574.61DESCRIPTION20" PLUG VALVEAND SOLID SLEEVEON EX. 20" FM10" PLUG VALVEV04-026" PLUG VALVEV04-086" PLUG VALVEV04-106" PLUG VALVEV04-146" PLUG VALVEV07-02YARD PIPING COORDINATESPOINT #P03-01P03-02P03-03P03-04P03-05P03-06P04-01P04-03P04-04P04-05P04-06P04-07P04-09P04-10P04-11P04-13P05-01P05-02P05-03P05-04P05-05P05-06P05-07P05-08P06-01P07-01P07-03P07-04P07-05P07-06P07-07P08-01P09-01NORTHING7043941.087043949.487043972.397043983.907044002.197044014.067043947.517043942.427043939.577043858.617043857.147043855.207043851.867043848.547043809.957043771.397044038.677044038.677044019.057044018.857044019.057043950.637043901.957043816.377044006.587044007.317044011.927044014.067044014.067044040.937044040.997043848.227044007.59EASTING2380403.382380395.482380373.902380363.062380345.842380334.662380397.332380392.152380391.002380358.172380357.572380357.142380359.232380361.312380300.142380239.042380543.962380421.952380421.952380412.992380351.952380186.782380148.632380202.502380376.122380345.882380345.922380348.062380466.992380493.862380521.972380364.762380375.71CENTERLINEELEVATION569.33569.33569.33574.61574.61574.61569.33569.33569.33573.00573.00573.00573.00573.00573.62574.20571.16574.50575.00575.50577.00577.00577.00577.00571.50574.61574.61574.57572.71572.17572.00572.85572.00DESCRIPTION24" 45° BEND24" X 20" REDUCER20" 45° VERTICALBEND20" 45° VERTICALBEND20" WYE20 45° BEND24"X10" TEE10" 22.5° BEND10" 11.25° BEND10" 11.25° BEND10" 11.25° BEND10" 45° BEND10"X10" TEE W/ FILLSTATION ASSEMBLY10" 90° BEND10"X10" TEE W/ FILLSTATION ASSEMBLY10" 90° BEND W/ FILLSTATION ASSEMBLY2" TEE AND 2" BALLVALVEDOWNSTREAM ONEX. 2" W2" 90° BEND2" 90° BEND2" X 2" TEE2" 22.5° BEND2" 22.5° BEND2" 45° BEND2" 90° BEND2" 45° BEND20" X 6" REDUCER6" 45° BEND6" 45° BEND6" 45° BEND6" 45° BEND6" 90° BEND8" 90° BEND8" 45° BEND(IN FEET)020'40'60'10'THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCTRINITY RIVER AUTHORITY OF TEXAS TARRANT COUNTY, TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS REGISTRATION NO.F-5713100% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JOHN A. PRUITT, P.E. #129624 ON JUNE. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERJUNE 202419W05146DRAWN BY:JAPIDC05-C-30119PROPOSED YARDPIPING PLANCDGNOTES:1.EXISTING PIPING IS SHOWN BASED ON AVAILABLE RECORD DRAWINGS ANDINFORMATION PROVIDED TO THE ENGINEER. PIPING ELEVATIONS ARE FORCONTRACTORS BENEFIT. CONTRACTOR SHALL REVIEW EXISTING RECORDDRAWINGS AND FIELD VERIFY LOCATIONS AND DEPTHS OF ALL PERTINENT LINESPRIOR TO CONSTRUCTION.2.FOR ELECTRICAL DUCT BANK INFORMATION SEE ELECTRICAL DRAWINGS.3.NORTH INTERCEPTOR JUNCTION BOX AND SOUTH INTERCEPTOR JUNCTION BOXARE DOGHOUSE STYLE CAST-IN-PLACE CONCRETE STRUCTURES. PIPE INSIDE THEJUNCTION BOX WILL REMAIN INTACT AND ONLY BE CUT FOR FLOWS TO NEW 30" RSLINES AFTER NEW LIFT STATION AND FORCEMAIN AND METER VAULT IN OPERATIONFOR A MINIMUM OF 30 DAYS WITHOUT AN ISSUE.#PIPING LAYOUT COORDINATESPIPING KEYNOTESKEY NOTES:A.INSTALL FILL STATION ASSEMBLY. SEE DETAILB.PENETRATION ON MANHOLE WITH INTERNAL DROP CONNECTION TO DISCHARGE 2'ABOVE CROWN OF 30" PIPE. SEE DETAILBID ALTERNATIVE: REMOVE 10" FRAC TANK FM AND 2 OF THE 4 FILLING STATIONS.99-C-506D0199-C-509D03Zoning Case #: ZA24-0019EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits TREE PROTECTIONTREE PROTECTION DETAILSSD-10 TREE.DWGNO.REVISIONBYDATEPUBLIC WORKS DEPARTMENTENGINEERING DIVISIONSTANDARD CONSTRUCTION DETAILSSHEET:FILENAME:NO SCALETYPICAL TREE PROTECTION FENCINGHIGH VISIBILITY PLASTIC MESH FENCINGSINGLE TREETREE CLUSTERDRIP LINECRITICAL ROOT ZONE20’ (CONCEPTUAL) TOOUTERMOST DRIP LINE20’ (CONCEPTUAL) RADIUSFOR CONCENTRIC CIRCLEHIGH VISIBILITY PLASTIC MESH FENCINGDRIP LINETRUNKCRITICAL ROOT ZONE AREANO SCALECRITICAL ROOT ZONE:The area of undisturbed natural soil around a tree defined by a concentric circle witha radius to the distance from the tree trunk to the outermost portion of the drip line. DRIP LINE:A vertical line run through the outermost portion of the canopy of a tree and extendingto the ground.TYPICAL TREE BORING AND TUNNELINGNO SCALETRENCH - 40% ROOT KILLTUNNELING SAVES ROOTSBORING:Boring of utilities under protected trees shall be required in those circumstances where it isnot possible to trench around the critical root zone of protected trees. When required, thelength of the bore shall be the width of the critical root zone at a minimum and shall be a minimum depth of 48 inches.TYPICAL TREE PRUNINGA. Make partial cut from beneath, at a point several inches away from the trunk. B. Make a second cut from above several inches out from the first cut, to allow the limb to fall safely. C. Complete the job with a final cut just outside the branch collar, the raised area that surrounds the branch where it joins the trunk.ANO SCALEBCSOUTHLAKETREEPROTECTIONSIGNTREEPROTECTIONSIGNTREEPROTECTIONSIGNPROTECTIVE FENCING:Orange Vinyl construction fencing, chain link fencing, snow fencing or other similar fencing at least four feet (4’) highand supported at a maximum of ten-foot (10’) intervals by approved methods sufficient enough to keep the fenceupright and in place. The fencing shall be of a highly visible material, and shall have a tree protection sign affixed tothe fence every twenty (20) feet in such a manner to be clearly visible to the workers on-site. PRIOR TO CONSTRUCTION:The contractor or subcontractor shall construct and maintain, for each protected tree or group of trees on a constructionsite, a protective fencing which encircles the outer limits of the critical root zone of the trees to protect them fromconstruction activity. All protective fencing shall be in place prior to commencement of any site work and remain inplace until all exterior work has been completed.DATE: APRIL 2009The following activities are prohibited within the limits of the critical root zone of any protectedtree subject to the provisions of the Tree Preservation Ordinance. The following proceduresshall be followed on all types of construction projects (including residential, commercial, andmunicipal / public domain projects). 1. Material Storage: No storage or placement of 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. 2. Equipment Cleaning/Liquid Disposal: No equipment shall be cleaned or other liquids, including, without limitation, paint, oil, solvents, asphalt, concrete, mortar or similar materials deposited or allowed to flow into the critical root zone of a protected tree. 3. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature, shall be attached to any protected tree. 4. Vehicular Traffic: No vehicular and/or construction equipment traffic or parking shall take place within the critical root zone of any protected tree other than on existing street pavement. This restriction does not apply to single incident access within the critical root zone for purposes of establishing the building pad and associated lot grading, vehicular traffic necessary for routine utility maintenance, emergency restoration of utility service, or routine mowing operations. 5. Grade Changes: No grade changes shall be allowed within the limits of the critical root zone of any protected tree unless adequate protective construction methods are approved in advance in writing by the Administrative Official. 6. Impervious Paving: No paving with asphalt, concrete or other impervious materials shall be placed within the limits of the critical root zone of a protected tree except as otherwise allowed in this Ordinance. 7. 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 prior written approval of the Administrative Official. 8. Root Pruning: All roots two inches or larger in diameter which are exposed as a result of trenching or other excavation shall be cut off square with a sharp medium tooth saw and covered with pruning compound within two hours of initial exposure. The following procedures shall be followed on all types of construction projects (including residential,commercial, and municipal / public domain projects). 1. Protective Fencing: Prior to the issuance of any building or earth disturbance permit, or commencing construction, the owner, contractor or subcontractor shall construct and maintain, for each protected tree on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the tree to protect it from construction activity or in cases of heavily wooded sites, as approved by the Administrative Official. 2. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior construction activity at the site has been completed. 3. Protective fencing shall be at least four (4) feet high, clearly visible, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible to workers on the site. 4. The use of orange vinyl construction fencing or other similar fencing is generally permitted only if there is no construction or vehicular activity within ten (10) feet of the fence. If construction activity or vehicular traffic is expected within ten (10) feet of the fence, the fence shall be constructed of chain link or other similar metal, wooden material or semi-rigid vinyl tape fencing supported with a top support wire or equivalent support material affixed to metal or wooden posts, all of which shall be six (6) feet in height. 5. All protective fencing shall be supported at a maximum of ten (10) foot intervals by approved methods sufficient enough to keep the fence upright and in place for the duration of the construction. 6. The owner shall cause the required fencing to be installed and maintained for the duration of the construction. 7. For permits involving trenching such as sewer services, irrigation systems or underground electrical work, the applicant shall provide sufficient plans to provide protection of the trees in the vicinity of the work. 8. The "tree protection sign" tree preservation instruction detail sheet and approved tree conservation plan shall be posted at each entrance to the subject property upon which one or more trees subject to the permit is situated, and at any other location designated by the Administrative Official. 9. All of the above conditions must be adhered to and inspected by a city inspector prior to the issuance of any permits.CANOPY2"X4" LUMBERWIRETYPICAL BARK PROTECTIONNO SCALEIn situations where a protected tree remains in the immediate area of intendedconstruction and the tree may be in danger of being damaged by constructionequipment or other activity, the contractor or subcontractor shall protect thetree with 2"x4" lumber encircled with wire or other means that do not damagethe tree. The intent is to protect the trunk of the tree against incidental contactby large construction equipment.SD-9Zoning Case #: ZA24-0019EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits XOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXTANK575 5 8 0 57 1 57 2 573 574 576 577 578 57958158258358 3 57 0 5 7 5 5 8 0 56 65665675 6 8 5 6 9 5715725 7 3 5 7 4 57 6 57 7 57 8 57 9 581582583584 570 570 5 7 0 570 575 575 58 0 5 6 7 56 7 56856856856 8 56 9 569571571 572 572 573 573573573 574 574574 57457 6 57 7 578 57 9 5 8 1 58257057558056656 6 567 567568568569569571572572572572572573573573574576577578579581582583584PLPLPLPLPLPLPLPLPL PLPLPLPL PL SSSSSSSSSSSSSSSSSABRE DRKIRKWOOD BLVDN WHITE CHAPEL BLVDLIFTSTATIONFRAC TANKSFRAC TANKSXSSSSSSSSSSSSSS60'SS580 5 7 9 577 5 7 6 576 577578574 5 7 9 5 8 0 5 8 2583 58158 1 57557 8 5825 8 1 5835835 7 6 57 5 579578 55055 0 56 0560 560 560560560 570 570570 570 570 570 5 7 0 5 7 0 5 8 0 580 580580580 58058 0 5 8 0 59 0 590590590590 59 0 590 590600 610610610610 55255 2554 5545 5 4 55 4 556 5 5 6 55655655 6 556 558 5 5 8 5585585 5 8 55 8 562 562562 562564 564 564 564 564 56456 6 5 6 6 566 566 566 566 566566 566 5 6 6 568 56 8 568 568 5685 6 8 568 56 8 572572 5 7 2 5 7 2 57457 4 5745 7 4574 574 574 5 7 4 576 5 7 6 576576 57657 6 5 7 8 5 7 8 578578578578 57857 8 5 8 2 582 582 58 2 584584584 5 8 4 58 4 58 4 58 6 586586586 586586586586588 58858858858858 8 588 58859 2 592592 59 2 59 2 592 594594594 594594594594594 5 9 6 5965965965 9 8 598598598598598 602 604604 604 606608612 612614614616616 (IN FEET)050'100'200'300'THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCTRINITY RIVER AUTHORITY OF TEXAS TARRANT COUNTY, TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS REGISTRATION NO.F-5713100% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF MICHAEL S. MIEYR, P.E. #145546 ON NOV. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERMAR. 202419W05146DRAWN BY:MSMIDC05-C-20118PROPOSED GRADINGPLANCDGDrainage Area Area in AC (A) Intensity (i) Runnoff Coeff. (C) Flow (Q) 1 0.45 6.99 0.95 2.99 cfs 2 0.18 6.99 0.95 1.20 cfs 3 1.68 6.99 0.30 3.52 cfs TOTAL 7.71 cfsDrainage Area Area in AC (A) Intensity (i) Runnoff Coeff. (C) Flow (Q) EX 2.31 6.99 0.30 4.84 cfsEXISTING SITE DRAINAGEPROPOSED SITE DRAINAGEDA-1DA-3DA-2**NOTES**While flows exiting the property have increased, DA-1 will service as temporarydetention while mitigating flows through an onsite drainage channel, as shown by thearrows exiting DA-1. Flows from the site will enter the creek in a similar fashion toexisting conditions, where it will be deposited into Grapevine Lake approximately 0.5mile downstream. Due to the site's proximity to the lake and the land use downstreamof the site being limited by the existing floodplain, the increased flows are not expectedto have an adverse affect on the natural function of the creek, or properties,downstream of the site. LICENSEDS TATE OF TEXASPROFESSIONAL ENGI N E E R KORY WILKINSON135779Digitally Signed 04/18/2024Zoning Case #: ZA24-0019EXHIBIT E - Drainage Analysis OHEXXXXXXXXXX OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXXXXOHETANKPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PLPLPLPL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PROPOSEDACCESSPROPOSEDACCESSSABRE DRXXXLIFTSTATIONFRAC TANKSFRAC TANKSXXXXXXXXXX SSSSSSSSSSSSSS60'SSNO PA R KI N G FI R E L A N E NO PA R KI N G FI R E L A N E NO PARKING FIRE LANENO PARKING FIRE LANE17'24'152'-7"20'-11"12346578150'-6"PROPOSEDFLOW METERVAULTINSTALL CEDAR FENCEINSTALL CEDAR FENCEINSTALL 24' SLIDINGGATE WITH OPERATOR91011INSTALLBOLLARDTYP.INSTALLBOLLARDTYP.INSTALLBOLLARDTYP.INSTALLBOLLARDTYP.FRAC TANKSBY OTHERSEXIST ING ONCORELECTRICAL EASEMENT 20' EASEMENT 20'20'FRAC TANKSBY OTHERSINSTALL CONCRETEPAVEMENTCRANEMONORAIL2' X 2' COLUMNINSTALLBOLLARDTYP.INSTALL CONCRETEPAVEMENTINSTALLTRENCHDRAIN12CONSTRUCTSIDEWALK60'CARD READER W/FIRE DEPARTMENTKNOX BOX15'-2"47'REMOVE JERSEY BARRIER AND INSTALL TUBULAR DOUBLE SWING BARRIER GATESEE DETAILINSTALL 4'MANUAL GATECONSTRUCTSIDEWALKFIRE LANE MARKINGSEXIST. FIREHYDRANT8' PERMANENT PEDESTRIANACCESS EASEMENTLOT 4R1, BLOCK 1SABRE GROUP CAMPUSADDITIONCABINET A SLIDE 12216P.R.T.C.T.8'SITE WORK POINTSPOINT #123456789101112DESCRIPTIONNE CORNER BAKER TANKSSE CORNER BAKER TANKSNW EXTERNAL CORNER 4'-3"WALL LIFT STATIONSW EXTERNAL CORNER 4'-3" WALLLIFT STATIONMATCH TO EXISTING FENCENW CORNER FENCESW CORNER FENCESE CORNER FENCEMATCH TO EXISTING FENCEN CORNER OF METER VAULTE CORNER OF METER VAULTN CORNER FENCENORTHING7043814.127043888.727043999.097043943.017044060.157044016.817043886.167043924.457043961.287043971.677043964.397044058.26EASTING2380214.792380333.262380412.832380410.332380541.572380330.702380413.012380469.932380479.452380381.452380388.312380464.89SITE WORK POINTSPOINT #123456789101112DESCRIPTIONNE CORNER BAKER TANKSSE CORNER BAKER TANKSNW EXTERNAL CORNER 4'-3"WALL LIFT STATIONSW EXTERNAL CORNER 4'-3" WALLLIFT STATIONMATCH TO EXISTING FENCENW CORNER FENCESW CORNER FENCESE CORNER FENCEMATCH TO EXISTING FENCEN CORNER OF METER VAULTE CORNER OF METER VAULTN CORNER FENCENORTHING7043814.127043888.727043999.097043943.017044060.157044016.817043886.167043924.457043961.287043971.677043964.397044058.26EASTING2380214.792380333.262380412.832380410.332380541.572380330.702380413.012380469.932380479.452380381.452380388.312380464.89(IN FEET)020'40'60'10'THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCTRINITY RIVER AUTHORITY OF TEXAS TARRANT COUNTY, TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS REGISTRATION NO.F-5713100% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JOHN A. PRUITT, P.E. #129624 ON JUNE. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERJUNE 202419W05146DRAWN BY:JAPIDC05-C-10216PROPOSED SITEPLAN- OVERVIEWCDG#SITE LAYOUT COORDINATESNOTES:1.ALL SITE LAYOUT COORDINATES ARE EXTERIOR WALLCORNERS UNLESS OTHERWISE NOTED.2.NORTH INTERCEPTOR JUNCTION BOX AND SOUTHINTERCEPTOR JUNCTION BOX ARE DOGHOUSE STYLECAST-IN-PLACE CONCRETE STRUCTURES.99-C-506D0205-S-101199-C-504D06STAGING AREA DURINGLIFT STATION CONSTRUCTION99-C-506D0299-C-504D0399-C-504D0399-C-504D033'99-C-504D0399-C-504D03NOTES:A.INSTALL CONCRETE PAVEMENT. SEE DETAILBID ALTERNATIVE: INSTALL GRAVEL PAVEMENTBID ALTERNATIVE: DO NOT INSTALL CURB AND FLUME ON THEWEST SIDE OF THE ONCOR EASEMENT IF GRAVEL PAVEMENTIS INSTALLED INSTEAD OF THE CONCRETE.99-C-504D0699-C-504D0499-C-506D0399-C-507D0899-C-509D0499-C-506D0299-C-507D08Zoning Case #: ZA24-0019260'-1 1/4"80'-3 1/4"45'-0" 20 ' - 9 1 / 2 "38'-4 1/2"75'-8"Hose lay length isless than 300'EXHIBIT F - Fire Lane Identification OHEXXXXXXXXXX OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXXXX XXXOHETANKEXISTINGELECTRICALBUILDINGGENERATOR X X 575 5 8 0 57 1 57 2 573 574 576 577 578 579581582583 57 0 5 7 5 5 8 0 56 6566 5675 6 8 5 6 9 571 5725 7 3 5 7 4 57 6 57 7 57 8 57 9 581582583584 5 7 0 575 575 58 0 56 8 56 9571572 572 573 573573 573 574 574 57457457 6 57 7 578 57 9 5 8 1 582580578579581582583584 EXISTING MAINKIRKWOOD LIFTSTATION2" WPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PLPLPLPL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL 27" SS 27" SS20" FM12" W18" SS20" FM23EXIST ING ONCORELECTRICAL EASEMENTSABRE DREXISTING 20" FMEXISTING27" PVC SSEXISTING27" PVC SS20'OWNER:TRINITY RIVERAUTHORITY OF TEXASOWNER:CITY OF SOUTHLAKEOWNER:USACECITY OF SOUTHLAKE20' UTILITYEASEMENTVOL 13218, PG 339(D.R.T.C.T.)EASEMENT AND RIGHT-OF-WAYTRINITY RIVER AUTHORITY OF TEXASNo. D212153806 O.P.R.T.C.T.JULY 27, 2012PARCEL 21 FURTHER DESCRIBED INVOLUME 13679, PAGE 125D.R.T.C.T.OVERFLOW EASEMENTTRACT NO. C-2560VOLUME 4558, PAGE 505AS SHOWN INCABINET A, SLIDE 7212P.R.T.C.T.EASEMENT AND RIGHT-OF-WAYTRINITY RIVER AUTHORITY OFTEXASNo. D212153806O.P.R.T.C.T.JULY 27, 2012PARCEL 19FURTHER DESCRIBED INVOLUME 13679, PAGE 126D.R.T.C.T.EASEMENT:TEXAS POWER & LIGHT COMPANYVOLUME 8078, PAGE 2033D.R.T.C.T.CALLED 4.621 ACRESJANUARY 30, 1985TRACT NO. 2LOT 3 BLOCK 1TEXAS WHEELHOUSE, LLC.CABINET A, SLIDE 7214M.R.T.C.T.20'20'50' EMERGENCY ACCESS,UTILITY & DRAINAGE EASEMENTCABINET A, SLIDE 7212P.R.T.C.T.B-16B-17B-18B-19TH-2TH-11SURVEY CONTROLPOINT #123NORTHING7044017.127044114.477044020.66EASTING2380261.802380510.992380526.21ELEVATION582.02574.04576.17DESCRIPTION5/8"IR W/CAPSTAMPED"REFERENCE POINT"MAG-NAIL INASPHALTX IN CONCRETEGEOTECHNICAL BORESBORE IDB-16B-17B-18B-19BORE DEPTH60.0'60.0'60.0'60.0'NORTHING7043926.347043932.157044062.367044086.26EASTING2380419.832380464.822380460.932380506.89TEST HOLE DATABORE IDTH-1TH-2BORE DEPTH5.8'6.5'NORTHING7044014.047044014.10EASTING2380268.642380343.00(IN FEET)020'40'60'10'THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCREGISTRATION NO.F-571399% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF MICHAEL S. MIEYR, TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERFEB. 202419W05146DRAWN BY:MSMIDC05-C-10114EXISTING SITE PLAN-SURVEY OVERVIEWCDGSURVEY NOTES:1.CONTROL IS BASED ON NAD83 (2011) USING TEXASSTATE PLANES, NORTH CENTRAL ZONE, ANDELEVATIONS ARE BASED ON NAVD88. DATE RECEIVED: APRIL, 12, 20212.GEOTECHNICAL BORINGS WERE COMPLETED ON2022-12-07 BY KLEINFELDER.3.TEST HOLE DATA DONE ON 2023-03-29 BY THE RIOSGROUP.P.E. #145546 ON FEB 2024. IT IS NOT TO TRINITY RIVER AUTHORITY OF TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS OHEXXXXXXXXXX OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXXXXOHETANKPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PLPLPLPL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PROPOSEDACCESSPROPOSEDACCESSSABRE DRXXXLIFTSTATIONFRAC TANKSFRAC TANKSXXXXXXXXXX SSSSSSSSSSSSSS60'SS17'20'152'-7"20'-11"12346578150'-6"PROPOSEDFLOW METERVAULTINSTALL CEDAR FENCEINSTALL CEDAR FENCEINSTALL 20' SLIDINGGATE WITH OPERATOR91011INSTALLBOLLARDTYP.INSTALLBOLLARDTYP.INSTALLBOLLARDTYP.INSTALLBOLLARDTYP.FRAC TANKSBY OTHERSEXIST ING ONCORELECTRICAL EASEMENT 20' EASEMENT 20'20'FRAC TANKSBY OTHERSINSTALL CONCRETEPAVEMENTCRANEMONORAIL2' X 2' COLUMNINSTALLBOLLARDTYP.INSTALL CONCRETEPAVEMENTINSTALL 3'CONCRETEFLUME12CONSTRUCTSIDEWALK60'CARD READER15'-2"47'SITE WORK POINTSPOINT #123456789101112DESCRIPTIONNE CORNER BAKER TANKSSE CORNER BAKER TANKSNW EXTERNAL CORNER 4'-3"WALL LIFT STATIONSW EXTERNAL CORNER 4'-3" WALLLIFT STATIONMATCH TO EXISTING FENCENW CORNER FENCESW CORNER FENCESE CORNER FENCEMATCH TO EXISTING FENCEN CORNER OF METER VAULTE CORNER OF METER VAULTN CORNER FENCENORTHING7043814.127043888.727043999.097043943.017044060.157044016.817043886.167043924.457043961.287043971.677043964.397044058.26EASTING2380214.792380333.262380412.832380410.332380541.572380330.702380413.012380469.932380479.452380381.452380388.312380464.89SITE WORK POINTSPOINT #123456789101112DESCRIPTIONNE CORNER BAKER TANKSSE CORNER BAKER TANKSNW EXTERNAL CORNER 4'-3"WALL LIFT STATIONSW EXTERNAL CORNER 4'-3" WALLLIFT STATIONMATCH TO EXISTING FENCENW CORNER FENCESW CORNER FENCESE CORNER FENCEMATCH TO EXISTING FENCEN CORNER OF METER VAULTE CORNER OF METER VAULTN CORNER FENCENORTHING7043814.127043888.727043999.097043943.017044060.157044016.817043886.167043924.457043961.287043971.677043964.397044058.26EASTING2380214.792380333.262380412.832380410.332380541.572380330.702380413.012380469.932380479.452380381.452380388.312380464.89(IN FEET)020'40'60'10'THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCREGISTRATION NO.F-571399% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF MICHAEL S. MIEYR, TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERFEB. 202419W05146DRAWN BY:MSMIDC05-C-10216PROPOSED SITEPLAN- OVERVIEWCDG#SITE LAYOUT COORDINATESNOTES:1.ALL SITE LAYOUT COORDINATES ARE EXTERIOR WALLCORNERS UNLESS OTHERWISE NOTED.2.NORTH INTERCEPTOR JUNCTION BOX AND SOUTHINTERCEPTOR JUNCTION BOX ARE DOGHOUSE STYLECAST-IN-PLACE CONCRETE STRUCTURES.99-C-506D0205-S-101199-C-504D06STAGING AREA DURINGLIFT STATION CONSTRUCTION99-C-506D0299-C-504D0399-C-504D0399-C-504D033'99-C-504D0399-C-504D03NOTES:A.INSTALL CONCRETE PAVEMENT. SEE DETAILBID ALTERNATIVE: INSTALL GRAVEL PAVEMENTBID ALTERNATIVE: DO NOT INSTALL CURB AND FLUME ON THEWEST SIDE OF THE ONCOR EASEMENT IF GRAVEL PAVEMENTIS INSTALLED INSTEAD OF THE CONCRETE.99-C-504D0699-C-504D0499-C-506D0399-C-507D08P.E. #145546 ON FEB 2024. IT IS NOT TO TRINITY RIVER AUTHORITY OF TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS OHEXXXXXXXXXX OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXXXXOHETANKPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PLPLPLPL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL 27" SS 27" SS20" FM12" W18" SS20" FMSSSSSSSSSSSSSSSSSABRE DRLIFTSTATIONFRAC TANKSFRAC TANKSSSSSSSSSSSSSSS60'SSSSMH-02-01STA. 22+366' MANHOLEN=7043933.31E=2380525.16P03-05P03-01P03-04P03-0305-C-302P03P05-0205-C-302P0105-S-101120" SS (FM)05-C-303P0405-C-302P02P05-01P05-03SSMH-02-02STA. 21+106' DROP MANHOLEN=7043933.31E=2380398.25P04-13P04-11P04-10V04-12V04-14P04-09V04-08P05-06P04-03V04-02SSMH-02-03STA. 20+356' DROP MANHOLEN=7044007.59E=2380398.30P05-0530" SSSSMH-01-03STA. 10+256' MANHOLEN=7044023.62E=2380432.45SSMH-01-01STA. 11+266' MANHOLEN=7044047.83E=2380525.162" W4" SLEEVEREMOVE 90 ANDINSTALL TEE AND2" BALL VALVEDOWNSTREAMFROM EXISTINGCOLLECTION SYSTEMTO TREATMENTFACILITYMETER VAULTFROM EXISTINGCOLLECTION SYSTEM2" PD20'PROPOSEDEASEMENTINSTALLSLIDING GATEON EX.27"INTAKEINSTALL 2"YARD HYDRANTV07-0299-C-506D052" MAGNESIUMHYDROXIDE FEED50'-2"8" SSSSMH-03-014' MANHOLEN=7044135.46E=2380432.88REMOVE INTERNAL DROP FROMEXISTING MANHOLE AFTER FLOWHAS BEEN DIVERTEDABANDON THIS PIPE WHENSSMH-03-01 TO SS-MH-01-02CONNECTION IS INSTALLED16" STEEL CASINGBOTOC10-S-1042NORTHINTERCEPTORMANHOLESOUTHINTERCEPTORMANHOLE99-C-508D0130" SSSEE FACILITIY 10PROCESS PLANSFOR PIPINGCONTINUATIONINSTALL 2"YARD HYDRANT99-M-502D02P05-0405-C-508D042" W4" SLEEVEP05-07P05-08P07-01CONNECT TO EX.WET WELL W/POSITIVE DRAINAGE30" SS48" STEELCASINGP04-0410" SS (FM)P04-05P04-06P04-07SSMH-01-02STA. 10+616' DROP MANHOLE W/ VENT AND CARBON CANISTERN=7044047.83E=2380459.52SURGE VALVE VAULTAND CLEANOUT99-C-509D0199-C-509D022" WP08-0110+0011+0011+608" SS10+9210+0005-C-303P0805-C-508D028" SS (FM)P09-0199-C-508D03P06-01V03-06P04-01P03-0299-C-509D03P07-03P07-04P07-056" SLG (FM)05-C-303P07SEE 05-X-101 FORDEMOLITIONCONSTRAINTS NOTE "H"VALVE COORDINATESPOINT #V03-06V04-02V04-08V04-12V04-14V07-02NORTHING7044014.067043944.457043851.247043812.177043773.567044014.06EASTING2380331.542380394.222380358.252380298.742380237.672380348.44CENTERLINEELEVATION574.61569.33574.20574.37574.20574.61DESCRIPTION20" PLUG VALVE ONEX. 20" FM10" PLUG VALVEV04-026" PLUG VALVEV04-086" PLUG VALVEV04-106" PLUG VALVEV04-146" PLUG VALVEV07-02YARD PIPING COORDINATESPOINT #P03-01P03-02P03-03P03-04P03-05P04-01P04-03P04-04P04-05P04-06P04-07P04-09P04-10P04-11P04-13P05-01P05-02P05-03P05-04P05-05P05-06P05-07P05-08P06-01P07-01P07-03P07-04P07-05P08-01P09-01NORTHING7043941.087043949.487043972.397043983.907044014.067043947.517043942.427043939.577043858.617043857.147043855.207043851.867043848.547043809.957043771.397044038.677044038.677044019.057044018.857044019.057043942.117043901.957043816.377044006.587044014.067044014.067044040.937044040.997043848.227044007.59EASTING2380403.382380395.482380373.902380363.062380334.662380397.332380392.152380391.002380358.172380357.572380357.142380359.232380361.312380300.142380239.042380543.962380421.952380421.952380412.992380367.342380180.102380148.632380202.502380376.122380344.032380466.992380493.862380521.972380364.762380375.71CENTERLINEELEVATION569.33569.33569.33574.61574.61569.33569.33569.33574.20574.20574.20574.20574.20574.20574.20571.16574.50575.00575.50577.00577.00577.00577.00571.50574.61572.71572.33572.00573.25572.00DESCRIPTION24" 45° BEND24" X 20" REDUCER20" 45° VERTICALBEND20" 45° VERTICALBEND20" WYE CUT-INAND SOLID SLEEVEON EXIST. 20" FM24"X10" TEE10" 22.5° BEND10" 11.25° BEND10" 11.25° BEND10" 11.25° BEND10" 45° BEND10"X10" TEE W/ FILLSTATION ASSEMBLY10" 90° BEND10"X10" TEE W/ FILLSTATION ASSEMBLY10" 90° BEND W/ FILLSTATION ASSEMBLY2" TEE AND 2" BALLVALVEDOWNSTREAM ONEX. 2" W2" 90° BEND2" 90° BEND2" X 2" TEE2" 22.5° BEND2" 22.5° BEND2" 45° BEND2" 90° BEND2" 45° BEND20" X 6" REDUCER6" 45° BEND6" 45° BEND6" 90° BEND8" 90° BEND8" 45° BEND(IN FEET)020'40'60'10'THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCREGISTRATION NO.F-571399% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF MICHAEL S. MIEYR, TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERFEB. 202419W05146DRAWN BY:MSMIDC05-C-30119PROPOSED YARDPIPING PLANCDGNOTES:1.EXISTING PIPING IS SHOWN BASED ON AVAILABLE RECORD DRAWINGS ANDINFORMATION PROVIDED TO THE ENGINEER. PIPING ELEVATIONS ARE FORCONTRACTORS BENEFIT. CONTRACTOR SHALL REVIEW EXISTING RECORDDRAWINGS AND FIELD VERIFY LOCATIONS AND DEPTHS OF ALL PERTINENTLINES PRIOR TO CONSTRUCTION.2.FOR ELECTRICAL DUCT BANK INFORMATION SEE ELECTRICAL DRAWINGS.3.NORTH INTERCEPTOR JUNCTION BOX AND SOUTH INTERCEPTOR JUNCTION BOXARE DOGHOUSE STYLE CAST-IN-PLACE CONCRETE STRUCTURES. PIPE INSIDETHE JUNCTION BOX WILL REMAIN INTACT AND ONLY BE CUT FOR FLOWS TONEW 30" RS LINES AFTER NEW LIFT STATION AND FORCEMAIN AND METERVAULT IN OPERATION FOR A MINIMUM OF 30 DAYS WITHOUT AN ISSUE.#PIPING LAYOUT COORDINATESPIPING KEYNOTESKEY NOTES:A.INSTALL FILL STATION ASSEMBLY. SEE DETAILB.PENETRATION ON MANHOLE WITH INTERNAL DROP CONNECTION TODISCHARGE 2' ABOVE CROWN OF 30" PIPE. SEE DETAILBID ALTERNATIVE: REMOVE 10" FRAC TANK FM AND 2 OF THE 4 FILLING STATIONS.99-C-506D0199-C-509D03P.E. #145546 ON FEB 2024. IT IS NOT TO TRINITY RIVER AUTHORITY OF TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS THIS DOCUMENT, ALONG WITH THEIDEAS AND DESIGNS CONVEYEDHEREIN, SHALL BE CONSIDEREDINSTRUMENTS OF PROFESSIONALSERVICE AND ARE PROPERTY OFGARVER, LLC. ANY USE,REPRODUCTION, OR DISTRIBUTIONOF THIS DOCUMENT, ALONG WITHTHE IDEAS AND DESIGN CONTAINEDHEREIN, IS PROHIBITED UNLESSAUTHORIZED IN WRITING BYGARVER, LLC OR EXPLICITLYALLOWED IN THE GOVERNINGPROFESSIONAL SERVICESAGREEMENT FOR THIS WORK.© 2024 GARVER, LLCREGISTRATION NO.F-571399% DESIGN - NOT FOR CONSTRUCTION THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF MICHAEL S. MIEYR, TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.CHECKED BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY.01"DRAWING NUMBERSHEET NUMBERFEB. 202419W05146DRAWN BY:MSMIDC99-C-506CIVIL DETAILS VICDGSCALE:NONED0199-C-506FILL STATION ASSEMBLY6" QUICK CONNECT10"X 6"REDUCER4" SQUARE TUBEPOST-11 GAUGE(TYP.)8'-0"CAST IRONROUND CAPS(TYP.)1'-4"4'-6" 2"2'-10 1/4" 1 1/2" 2" 2'-10 1/4" 8'-0" 1 1/2"6"TYP.1-1/2" SQUARERAILS-14 GAUGE(TYP.)11" 2" 1' 10" 4"3/4" SQUARETUBE PICKETS14 GAUGE1- STRANDBARB WIRE(MIN. 4 PT)3000 PSICONCRETE (TYP.)2' WIDE X 4" THICKCONCCRETE MOW STRIPW/ 6" X 6" W1.4 WWFCENTERED IN CONCRETE6"1-1/2" SQUARE RAILS-14 GAUGE(TYP.) WROUGHT IRONCONC. MOW STRIP2" SQUARE TUBE -14 GAUGEWROUGHT IRON2" SQUARE TUBE -14 GAUGEWROUGHT IRON2" SQUARE TUBE -14 GAUGEWROUGHT IRON8'-0"-10'-0"2" SQUARETUBEPOST-11GAUGE(TYP.)1-1/2"SQUARERAILS-14GAUGE(TYP.)1- STRANDBARBWIRE (MIN.4 PT)6"TYP.CAST IRONROUND CAPS(TYP.)4"1"X 6"X 6" CEDARPICKET (TYP.)(VIEW FROM INSIDE)1-1/2"SQUARERAILS-14GAUGE(TYP.)1-1/2" SQUARE RAILS-14 GAUGE(TYP.) WROUGHTIRON2" SQUARE TUBE -14 GAUGEWROUGHT IRON2" SQUARE TUBE -14 GAUGEWROUGHT IRON4"1"X 6"X 6" CEDARPICKET (TYP.)2"2" SQUARERAILS-14GAUGE(TYP.)WROUGHTIRONDISCONTINUEMOW STRIPAT EDGE OFCONCRETE DRIVE2" SQUARE TUBE11 GAUGE (TYP.)LATCHRODLATCH/ LOCK DEVICE2" SQUARE TUBE - 14GAUGE WROUGHTIRON3/4" SQUARETUBE PICKETS14 GAUGE4"GALVANIZED OR SSFASTENER TYP. PERGATE MANUFACTURERGATE TO BE CENTERED ON NEW DRIVEWAY(VIEW FROM INSIDE THE LIFT STATION)SCALE:NONED0299-C-5068' CEDAR FENCE AND GATEBOLLARD TYP.MUST BE OFFSET FROM FILLSTATION PIPE BY >1' ON EACH SIDE0000-009D323'6" X 6" CONCRETE PAD-4" THICKPIPE SUPPORT0529-001D228'-0"SCALE:NONED0399-C-506SLIDING GATEDECORATIVEWOODTO MATCHPROPOSEDCEDAR FENCE6" MANUAL PLUG VALVECONTRACTOR SHALLMATCH EXISTINGELECTRONIC GATE SIGNON SITE. SIGN SHALL BEAPPROVED BY ENGINEERPRIOR TO INSTALLATION.GATE POST4" ODCONCRETEENCASEMENTFOOTINGEND PANELSTRETCHER BAR1/4"x 3/4 x (H-1")SUPPORT2" O.D.VEHICLE SHALLWAIT FOR GATETO CLOSE80P.E. #145546 ON FEB 2024. IT IS NOT TO TRINITY RIVER AUTHORITY OF TEXAS DENTON CREEK PRESSURE SYSTEM FORCE MAIN & LIFT STATION IMPROVEMENTS WET WELL TOS EL. 529.50 TOS EL. 576.33 5 TON CAPACITY MONORAIL HOIST 5 3 5' - 0" 5' - 0" 5' - 0"2 2 3 2 UNDISTURBED SOIL SHALE BEDROCK UNDISTURBED SOIL SHALE BEDROCK T/WALL 1 1 1 1 11 5' - 0" FINAL MAX GRADE 8 5 7 8 5 7 4 4 T/FTG EL. 576.00 T/BEAM EL. 595.75 23' - 0"EL. 575.87 FINAL MAX GRADE 6 2 EL. 570.00 12' - 0"ENGINEERED SHORING DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 CHECKED BY:THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF: STEVEN J. CHROMY, PE #143776 ON FEB. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSESTRINITY RIVERAUTHORITY OF TEXASDENTON CREEK PRESSURESYSTEM FORCE MAIN & LIFTSTATION IMPROVEMENTS19W05146 FEB. 2024 SJC FSR PROPOSED EXCAVATION SECTION II 10-X-302 3699% DESIGN -NOT FORCONSTRUCTIONSJC SCALE:1/4" = 1'-0"10-X-101 10-X-302 1 SUGGESTED EXCAVATION AND SHORING SECTION 2 EXTENT OF EXCAVATION INDICATED FOR BIDDING PURPOSES ONLY. GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF THE EXCAVATION. 3 BACKFILL WITH CLSM (FLOWABLE FILL) AFTER LEAKAGE TEST HAS BEEN COMPLETED. POUR IN 3 LIFTS UP TO TOP OF SHALE BEDROCK WITH NO LIFT BEING MORE THAN 8'-0" HIGH. ALSO, POUR IN 3 LIFTS TO BOTTOM OF VALVE VAULT SLAB WITH NO LIFT BEING MORE THAN 8'-0" HIGH. ALLOW 3 DAYS OF CURE TIME BETWEEN EACH LIFT. 4 FLEXIBLE BASE COURSE. 5 4" CONCRETE MUD SLAB ON EXPOSED BEDROCK. 6 ASSUMED DEPTH OF BEDROCK FOR DESIGN. CONFIRM WITH ENGINEER IF ACTUAL DEPTH IS DIFFERENT. 7 SHOTCRETE. 8 NONWOVEN GEOTEXTILE FABRIC. KEYNOTES:DENOTED BY SYMBOL X SEE DRAWING 05-C-103 FOR EXCAVATION LIMITS REVDATEDESCRIPTIONBY WET WELL TOS EL. 529.50 TOS EL. 576.33 NORTH & SOUTH INTAKE INVERT EL. 539.65 VALVE VAULT TOS EL. 566.33 16 18 19 21 26 26 26 ALL PUMPS OFF -LSLL EL. 532.00 PUMP 1 OFF -LSL ALL PUMPS ON -LSH EL. 533.88 EL. 539.50 EMERGENCY HIGH LEVEL -LSHH EL. 560.00 D02 99-M-504 STEM GUIDE (TYP OF 6). SEE DETAIL D02 99-S-504 WALL PENETRATION (TYP OF 5). SEE DETAIL D01 99-M-503 ADJUSTABLE PIPE SUPPORT (TYP OF 8). SEE DETAIL D03 99-M-501 316 SS GUIDE RAIL SUBMERSIBLE PUMP (TYP OF 4). SEE NOTE 1 20 WALL MOUNTED VERTICAL PIPE SUPPORT (TYP OF 8). SEE DETAIL D01 99-M-501 BAFFLE WALL RE: STRUCTURAL DISCHARGE ELBOW BY PUMP MANUFACTURER 27 17 6" COMBINATION VALVE (TYP OF 4). SEE DETAIL D01 99-M-504 FROM COLLECTION SYSTEM 30" SS 24" SS MOTORIZED OPERATOR (TYP OF 2). SEE DETAIL D04 99-M-502 36" X 36" SLIDE GATE (TYP OF 3). SEE DETAIL D02 99-M-505 36" X 72" ACCESS HATCH (TYP OF 5). SEE DETAIL TARGET SETPOINT / PUMP 1 ON / PUMP 2 & 3 OFF EL. 535.75 PUMP 2 ON EL. 537.63 WALL PENETRATION (TYP OF 2). SEE DETAIL D01 99-M-503 6" PD 14" SS 2' - 1 3/4"14" SS10 1/2"D03 99-M-506 EL. 569.33 MONORAIL SUPPORT GROUT 1:1 WALL PENETRATION. SEE DETAIL D02 99-M-504 CL GROUT 10° SLOPE 29 27 35 EL. 533.81 5 TON CAPACITY MONORAIL HOIST 12" GOOSENECK VENT WITH GRAVITY DAMPER (TYP OF 3). SEE DETAIL D02 99-M-506 33 34 STEM GUIDES LOCATION AND SPACING PER MANUFACTURER MANUAL OPERATOR (TYP OF 2). SEE DETAIL D03 99-M-506 01 08 3" PD WALL PENETRATION SEAL (TYP OF 5). SEE DETAIL 32BURIED VALVE BOX OPERATOR SEE DETAIL D01 99-M-502 EL. 563.77 EL. 575.14 EL. 577.66 14 08 36 DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 CHECKED BY:THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF: JOHN A PRUITT, PE #129164 ON FEB. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSESTRINITY RIVERAUTHORITY OF TEXASDENTON CREEK PRESSURESYSTEM FORCE MAIN & LIFTSTATION IMPROVEMENTS19W05146 FEB. 2024 JAP FSR LIFT STATION SECTION II 10-P-302 4899% DESIGN -NOT FORCONSTRUCTIONJCC SCALE:1/4" = 1'-0"10-P-101 10-P-302 1 PROCESS SECTION 2 01 36" X 36" MANUALLY OPERATED SLIDE GATE 02 30" DI WALL PIPE (PE x PE) 03 27" LENGTH AS REQ'D SPOOL (PE x PE) 04 24" DI LENGTH AS REQ'D SPOOL (PE x PE) 05 24" x 24" x 14" REDUCING TEE (MJ x MJ x MJ) 07 24" MJ CAP 08 24" ISOLATION GATE VALVE (FLG x FLG) 09 24" GATE VALVE NUT OPERATED (MJ x MJ) 10 24" 90° BEND (MJ x MJ) 11 24" TEE (FLG x FLG x FLG) 12 24" TEE (MJ x MJ x MJ) 13 24" WYE (MJ x MJ) 14 24" 90° BEND (FLG x FLG) 15 24" 45 BEND (FLG x FLG) 16 14" PLUG VALVE - V406 (TYP OF 4) 17 14" FLANGED DISMANTLING JOINT 18 14" SWING CHECK VALVE - V605 (TYP OF 4) 19 14" DI WALL PIPE (FLG x FLG) 20 14" x 8" ECCENTRIC REDUCER (FLG x FLG) 21 14" 90° BEND (FLG x FLG) 22 14" BLIND FLANGE 23 14" x 14" x 4" REDUCING TEE (FLG x FLG x FLG) 24 14" DI LENGTH AS REQ'D SPOOL (FLG x PE) 25 14" DI LENGTH AS REQ'D SPOOL (PE x PE) 26 14" DI LENGTH AS REQ'D SPOOL (FLG x FLG) 27 14" FLANGE COUPLING ADAPTER 28 8" CONNECTION SUBMERSIBLE PUMP 29 6" FLAP VALVE V650 30 4" PVC DRAIN PIPE 31 3" PVC DRAIN PIPE 32 3" BALL VALVE NUT OPERATED 33 2" DI WELDED STUB (PE X PE) 34 2" MANUAL BALL VALVE (TYP OF 4) 35 PRESSURE GAUGE AND SWITCH W/ANNULAR SEAL 36 PIG CLOSURE / ACCESS DOOR 37 NON-INTRUSIVE PIG SIGNALER KEYNOTES:DENOTED BY SYMBOL X NOTES: 1. BID ALTERNATIVE TO REMOVE NEW PUMP NO. 2. THE ASSOCIATED GUIDE RAILS, PIPING, VALVES, FITTINGS, AND PUMP VFD WILL REMAIN INSTALLED. 2. BID ALTERNATIVE TO REMOVE MANUAL SLIDE GATES AND WALLS.REVDATEDESCRIPTIONBY 30" SS FROM SOUTH COLLECTION SYSTEM 30" SS FROM NORTH COLLECTION SYSTEM 30" SS FROM NORTH COLLECTION SYSTEM 30" SS FROM SOUTH COLLECTION SYSTEM DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 CHECKED BY:THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF: JOHN A PRUITT, PE #129164 ON FEB. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSESTRINITY RIVERAUTHORITY OF TEXASDENTON CREEK PRESSURESYSTEM FORCE MAIN & LIFTSTATION IMPROVEMENTS19W05146 FEB. 2024 JAP JAG LIFT STATION PROCESS ISOMETRIC VIEW I 10-P-901 5199% DESIGN -NOT FORCONSTRUCTIONJCC SCALE:NOT TO SCALE10-P-901 1 ISOMETRIC VIEW SCALE:NOT TO SCALE10-P-901 2 ISOMETRIC VIEW REVDATEDESCRIPTIONBY 24" SS TO DCRWS WWTP DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 CHECKED BY:THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF: JOHN A PRUITT, PE #129164 ON FEB. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSESTRINITY RIVERAUTHORITY OF TEXASDENTON CREEK PRESSURESYSTEM FORCE MAIN & LIFTSTATION IMPROVEMENTS19W05146 FEB. 2024 JAP JAG LIFT STATION PROCESS ISOMETRIC VIEW II 10-P-902 5299% DESIGN -NOT FORCONSTRUCTIONJCC SCALE:NOT TO SCALE10-P-902 1 ISOMETRIC VIEW REVDATEDESCRIPTIONBY 05-S-101 05-S-301 1 05-S-101 05-S-302 1 1' - 0"8' - 0"1' - 0" TYP 1' - 6" 10' - 0"13' - 0"10' - 0"1' - 0"8' - 0"1' - 0"TYP1' - 6"13' - 0" FROM LIFT STATION PIPE PENETRATION TYP, SEE DETAIL 2' x 2' SUMP 3/4" ALUMINUM GRATING 20" x 24" ECCENTRIC REDUCER WALL CORNER REINF, SEE DETAIL D04 99-S-501 GRATING SUPPORT, SEE DETAIL D01 99-S-505 D01 99-M-503 2" PDTO WETWELL20" SS 20" CLAMP-ON ULTRASONIC FLOW METER TO EXISTING 20" FORCEMAIN . 2' - 0"2' - 5" ACCESS LADDER, SEE DETAIL 4' - 0"2' - 0"2' - 5"3' -0" D02 99-S-506 FE-1401-500-01 20" 45° VERTICAL BEND (MJ X MJ) 8' - 4"16' - 8" 05-S-101 05-S-301 1 05-S-101 05-S-302 1 10' - 0"10' - 0"1' - 0" 72" X 48" AL DOUBLE LEAF ACCESS HATCH (WITHOUT GUTTER), SEE DETAIL 1' - 0"ADDITIONAL REINFORCEMENT AROUND OPENING, SEE DETAIL D03 99-S-502 D02 99-S-504 1' - 3"#5 x 3'-6" DIAGONALS @ EACH CORNER, TOP & BOTTOM, TYP DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 CHECKED BY:THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF: STEVEN J. CHROMY, PE #143776 ON FEB. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES19W05146 FEB. 2024 SJC JAG METER VAULT PLANS 05-S-101 2299% DESIGN -NOT FORCONSTRUCTIONKAP SCALE: PROJECT NORTH 1/2" = 1'-0"05-S-101 1 FOUNDATION PLAN SCALE: PROJECT NORTH 1/2" = 1'-0"05-S-101 2 TOP PLAN REVDATEDESCRIPTIONBYTRINITY RIVERAUTHORITY OF TEXASDENTON CREEK PRESSURESYSTEM FORCE MAIN & LIFTSTATION IMPROVEMENTS TOC EL. 596.75 METER VAULT TOF EL. 580.50 EL. 582.65 TYP 1' - 6" FROM LIFT STATION 5' - 2"2' - 0"5' - 10" 13' - 0" 10' - 0" 1' - 0"8' - 0"1' - 0" 1 11' - 0"15' - 3"1' - 2"2' - 0"17' - 5"PIPE SUPPORT (TYP OF 2), SEE DETAIL D03 99-M-501 PIPE PENETRATION, SEE DETAIL D01 99-M-503 ADDITIONAL REINF AROUND OPENING, SEE DETAIL D03 99-S-502 20" SS TO EXISTING 20" FORCEMAIN 20" x 24" ECCENTRIC REDUCER (MJ x MJ) (TYP OF 2) 20" CLAMP-ON ULTRASONIC FLOW METER 2" PD FG, SEE CIVIL SEE NOTE 1 SEE NOTE 3 EXCAVATION SLOPE PER OSHA 1' - 0"6" EL. 575.33 WALL TO FDN JOINT TYP, SEE DETAIL D05 99-S-501 6" WATERSTOP TYP, SEE DETAIL D03 99-S-501 SEE NOTE 2 (10) BENT #6 EACH WAY 4' - 0"2' - 0" ACCESS LADDER, SEE DETAIL D02 99-S-506 FE-1401-500-0120" 45° VERTICAL BEND (MJ X MJ) EL. 582.83 DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 CHECKED BY:THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF: STEVEN J. CHROMY, PE #143776 ON FEB. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES19W05146 FEB. 2024 SJC JAG METER VAULT SECTIONS I 05-S-301 2399% DESIGN -NOT FORCONSTRUCTIONKAMSCALE:1/2" = 1'-0"05-S-101 05-S-301 1 SECTION NOTES: 1. A CLAY LAYER SHALL EXTEND FIVE FEET MIN BEYOND THE EXTENTS OF THE BACKFILLED REGION WITH THE FOLLOWING PROPERTIES: <2% ORGANICS MOISTURE CONDITION TO +2% TO +5% OF THE OPTIMUM MOISTURE CONTENT AND COMPACT TO AT LEAST 94% OF THE STANDARD EFFORT (ASTM D 689) MAXIMUM DRY DENSITY 2. SCARIFY, MOISTURE CONDITION TO -1% TO 3% OF OPTIMUM MOISTURE CONTENT, AND COMPACT TO AT LEAST 95% OF THE STANDARD EFFORT (ASTM D 689) MAXIMUM DRY DENSITY 3. BACKFILL WITH TXDOT ITEM 247, TYPE A OR D, GRADE 1 OR 2, OR WITH SELECT FILL MEETING THE FOLLOWING PROPERTIES: PI BETWEEN 8 AND 15 LL ≤35 ≤70% PASSING NO. 200 SIEVE ≤2% ORGANICS REVDATEDESCRIPTIONBYTRINITY RIVERAUTHORITY OF TEXASDENTON CREEK PRESSURESYSTEM FORCE MAIN & LIFTSTATION IMPROVEMENTS TOC EL. 596.75 METER VAULT TOF EL. 580.50 TYP 1' - 6" TYP 2' - 0"2' - 6"TYP2' - 0"5' - 10"2' - 0"5' - 2" 13' - 0"2' - 0"1' - 2"16' - 3"15' - 3"1' - 0"10' - 0" 1' - 0"8' - 0"1' - 0" 2' x 2' SUMP 3/4" ALUMINUM GRATING PIPE SUPPORT, SEE DETAIL D03 99-M-501 1 1 ACCESS LADDER, SEE DETAIL D02 99-S-506 WALL TO FND JOINT, SEE DETAIL D05 99-S-501 20" SS EL. 585.75 2" PD TO WET WELL TYPLAP20" CLAMP-ON ULTRASONIC FLOW METER PMP-1401-500-001 SUMP PUMP FG, SEE CIVIL EXCAVATION SLOPE PER OSHA 1' - 0"6" EL. 575.33 SEE NOTE 2 SEE NOTE 1 SEE NOTE 3 D01 99-S-505 (10) BENT #6 EACH WAY STD HOOK 6" WATERSTOP TYP, SEE DETAIL D03 99-S-501 #6@12" HORIZ W/ #6@12" CORNER BARS #6@12" VERT BARS #8@12" DOWELS #6@12" EW, T&B #5@12" EW, T&B #5@12" EW, T&B FE-1401-500-01 EDGE OF OPENING BEYOND #5@3" T&B DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 CHECKED BY:THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF: STEVEN J. CHROMY, PE #143776 ON FEB. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES19W05146 FEB. 2024 SJC MAR METER VAULT SECTIONS II 05-S-302 2499% DESIGN -NOT FORCONSTRUCTIONKAM SCALE:1/2" = 1'-0"05-S-101 05-S-302 1 SECTION NOTES: 1. A CLAY LAYER SHALL EXTEND FIVE FEET MIN BEYOND THE EXTENTS OF THE BACKFILLED REGION WITH THE FOLLOWING PROPERTIES: <2% ORGANICS MOISTURE CONDITION TO +2% TO +5% OF THE OPTIMUM MOISTURE CONTENT AND COMPACT TO AT LEAST 94% OF THE STANDARD EFFORT (ASTM D 689) MAXIMUM DRY DENSITY 2. SCARIFY, MOISTURE CONDITION TO -1% TO 3% OF OPTIMUM MOISTURE CONTENT, AND COMPACT TO AT LEAST 95% OF THE STANDARD EFFORT (ASTM D 689) MAXIMUM DRY DENSITY 3. BACKFILL WITH TXDOT ITEM 247, TYPE A OR D, GRADE 1 OR 2, OR WITH SELECT FILL MEETING THE FOLLOWING PROPERTIES: PI BETWEEN 8 AND 15 LL ≤35 ≤70% PASSING NO. 200 SIEVE ≤2% ORGANICS REVDATEDESCRIPTIONBYTRINITY RIVERAUTHORITY OF TEXASDENTON CREEK PRESSURESYSTEM FORCE MAIN & LIFTSTATION IMPROVEMENTS FAB 3/8" ALUM PLATE 4"SQ. ALUM TUBING 4 -#4 BARS EVENLY SPACED, EACH WAY WELD END PLATE SS HARDWARE, (4) AT WALLS OR (2) AT POST 2'-0"x1'-6"x4" CONCRETE PAD 2' - 0"2' - 0"5' - 0"2' - 6"NOTES: 1. PROVIDE HOSE RACK AT ALL WALL AND YARD HYDRANTS UNLESS A HOSE REEL IS INDICATED ON THE DRAWINGS. 2. CONTRACTOR TO PROVIDE 100' OF 1" HOSE. 3.LESS POST & CONC FOR WALL MT INSTALLATION MATCH PAVEMENT SLOPE VARIES5"2" 2 "2 "PARKING. SEE PLAN6" TYPICAL UNO -5" AT HANDICAPPED7"1' - 5"VARIESROUNDED TOP OF CONCRETE 6" BLACK STEEL PIPE SCHEDULE 40 PAINTED 2500 PSI CONCRETE PLACE ADJACENT SURFACE AFTER BOLLARD IS SET COMPACTED SUBGRADE MIN. 6" MIN. 6"3' - 0"4' - 0"THICKNESS2500 PSI CONCRETE "US 200" OR APPROVED EQUAL WOVEN GEOTEXTILE FABRIC 6" ODOT TYPE "A", COMPACTED TO 100" STANDARD PROCTOR DENSITY (AASHTO T-99), FLUSH W/ GRADE OR PAVING 8" LIME STABILIZED SUBGRADE NOTES: 1. SEE GRADING PLANS FOR FINAL PROPOSED GRADE SLOPES AND GRAVEL DRIVE ROAD WIDTHS 6" MIN. COMPACTED CRUSHED STONE #3 BARS @ 10"OC EW 8"4"3' - 0" 8" MIN. COMPACTED COMPACTED BASE COURSE #4 BARS @ 8"O.C. EW 8"2' UNDERCUT AND REPLACE W/ SELECT MATERIAL AS APPROVED BY ENGINEER. WHERE SOIL IS EXCAVATED DEEPER THAN THE MINIMUM 2' IN PAVED AREAS, ALL FILL BELOW THE PAVEMENT SHALL BE SELECT DRAWN BY: DATE: JOB NO.: DESIGNED BY: BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 0 1" DRAWING NUMBER SHEET NUMBER © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 CHECKED BY:THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF: MICHAEL S. MIEYR, PE #145546 ON FEB. 2024. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSESTRINITY RIVERAUTHORITY OF TEXASDENTON CREEK PRESSURESYSTEM FORCE MAIN & LIFTSTATION IMPROVEMENTS19W05146 FEB. 2024 MSM FSR CIVIL DETAILS IV 99-C-504 7899% DESIGN -NOT FORCONSTRUCTIONCDG SCALE:NOT TO SCALE99-C-504 D01 SELF SUPPORTED HOSE RACK SCALE:NOT TO SCALE99-C-504 D02 INTEGRAL CURB AND GUTTER SCALE:NOT TO SCALE99-C-504 D03 TYPICAL BOLLARD SCALE:NOT TO SCALE99-C-504 D04 GRAVEL PAVING AREAS SCALE:NOT TO SCALE99-C-504 D05 CONCRETE FLUME DETAIL SCALE:NOT TO SCALE99-C-504 D06 CONCRETE PAVING REVDATEDESCRIPTIONBY