HomeMy WebLinkAboutOrdinance No. 19-004 PD 16 Hyer ElementaryORDINANCE NO.19-004
AN ORDINANCE OF THE CITY OF UNIVERSITY PARK,TEXAS,AMENDING
THE COMPREHENSIVE ZONING ORDINANCE AND MAP,AS HERETOFORE
AMENDED,BY AMENDING PLANNED DEVELOPMENT DISTRICT NO.16 FOR THE
PROPERTY DESCRIBED AS LOTS 1-18,BLOCK 39,UNIVERSITY HEIGHTS NO.4
ADDITION TO THE CITY OF UNIVERSITY PARK,DALLAS COUNTY,TEXAS,
BEING COMMONLY KNOWN AS 3920 CARUTH BOULEVARD;APPROVING AN
AMENDED DETAILED SITE PLAN;PROVIDING SPECIAL CONDITIONS;
PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT;PROVIDING
A SEVERABILITY CLAUSE;PROVIDING FOR A PENALTY OF FINE NOT TO
EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00)FOR EACH
OFFENSE;AND PROVIDING AN EFFECTIVE DATE.
WHEREAS,the Planning and Zoning Commission of the City of University Park and the
City Council of the City of University Park,in compliance with the laws of the State of Texas with
reference to the granting of zoning classifications and changes,have given the requisite notices by
publication and otherwise,and have held due hearings and afforded a full and fair hearing to all
property owners generally and to all persons interested and situated in the affected area and in the
vicinity thereof,and the City Council of the City of University Park is of the opinion and finds that
said zoning change should be granted and that the Comprehensive Zoning Ordinance and Map
should be amended;NOW,THEREFORE,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF UNIVERSITY
PARK,TEXAS:
SECTION 1.That the Comprehensive Zoning Ordinance and Map are amended by
amending Planned Development District No.16 in part by approving an amended detailed site plan,
subject to special conditions for the property described as Lots 1-18,Block 39,University Heights
No.4 Addition to the City of University Park,Dallas County,Texas,commonly known as 3920
Caruth Boulevard.The plan calls for demolition of the existing Robert S.Hyer Elementary School
and construction of a new two story elementary school on the property.
SECTION 2.That the amended detailed site plan for PD No.16,attached hereto
collectively as Exhibit "A",is hereby approved as the detailed site plan for said Planned
Development District 16,as required by the Comprehensive Zoning Ordinance of the City of
University Park,Texas.
SECTION 3.That this amendment of Planned Development District No.16 is subject to
the following additional special conditions:
a.All permanent improvements in this Planned Development District will be constructed
and maintained in accordance with the amended detailed site plan attached hereto as
Exhibit "A";
b.HPISD will provide adequate security lighting during construction of the improvements
shown on the detailed site plan approved hereby;
d.During construction,HPISD will give notice to residents in the area surrounding the
school of the name and telephone number of a liaison appointed by the District to be
available to respond to questions and complaints about the construction;
e.The construction site will be screened with a temporary 8'screening fence of dark green
or black windscreen fabric installed on a chain link frame or of other materials approved
by the Community Development Director;all trash receptacles will be placed within the
screened area;
f.No parking of construction vehicles or equipment will be permitted on City streets except
when a street is temporarily closed by authority of the Director of Public Works for
necessary construction purposes;at all other times,construction vehicle and equipment
parking will be provided on the site;
g.Construction activities on the site will be conducted Monday through Saturday from 7:00
a.m.to 6:00 p.m.,unless special permission is granted by the Director of Public Works;
h.Background checks will be conducted by the District's contractors for all employees on
the site prior to their working on the project,and the results of the checks provided to the
District,which will retain a file of such checks;no convicted felon or pedophile will be
permitted to work on the project site;
I.The issuance of a building permit is subject to review and approval of building plans for
compliance applicable city codes and ordinances;
J.The project is to demolish the existing building and construct a new building to house
the Robert S.Hyer Elementary School of the Highland Park Independent School District.
The new building will have a footprint area of 70,700 square feet.The total floor area of
all floors will be 139,100 square feet.Underground parking for 80 vehicles will be
provided on site.The building will have a minimum setback on the North of 23.9 feet,
on the South of 44.8 feet,on the East of285.7 feet,and on the West of 66.8 feet.The
building will have a maximum height of 36.9 feet.Other details are provided in Exhibit
"A";and,
k.That except as amended hereby,the special conditions of the ordinance creating,and
those of any ordinance amending,PD 16 shall remain in full force and effect.
SECTION 4.That all ordinances of the City of University Park in conflict with the
provisions of this ordinance are hereby repealed.
SECTION 5.That should any sentence,paragraph,subdivision,clause,phrase or section
of this ordinance be adjudged or held to be unconstitutional,illegal or invalid,the same shall not
affect the validity of this ordinance as a whole or any part or provision thereof,other than the part
so declared to be invalid,illegal or unconstitutional,and shall not affect the validity of the
Comprehensive Zoning Ordinance and Map as a whole.
SECTION 6.That any person,firm or corporation violating any of the provisions of this
ordinance or the Comprehensive Zoning Ordinance,as amended hereby,shall be deemed guilty of a
misdemeanor and,upon conviction in the municipal court of the City of University Park,Texas,
shall be punished by a fine not to exceed the sum of two thousand dollars ($2,000.00)for each
offense,and each and every day any such violation shall continue shall be deemed to constitute a
separate offense.
SECTION 7.That this ordinance shall take effect immediately from and after its passage
and the publication of the caption,as the law and Charter in such cases provide.
DUL Y PASSED by the City Council of the City of University Park,Texas,on the 19th
day of February 2019.
APPROVED:
ATTEST:
YA~A 1J\!AN\..R ~./
CHRISTINE GREEN,CITY SECRETARY
ORDINANCE NO.19-004
AN ORDINANCE OF THE CITY OF UNIVERSITY PARK,TEXAS,AMENDING THE
COMPREHENSIVE ZONING ORDINANCE AND MAP,AS HERETOFORE AMENDED,
BY AMENDING PLANNED DEVELOPMENT DISTRICT NO.16 FOR THE PROPERTY
DESCRIBED AS LOTS 1-18,BLOCK 39,UNIVERSITY HEIGHTS NO.4 ADDITION TO
THE CITY OF UNIVERSITY PARK,DALLAS COUNTY,TEXAS,BEING COMMONLY
KNOWN AS 3920 CARUTH BOULEVARD;APPROVING AN AMENDED DETAILED
SITE PLAN;PROVIDING SPECIAL CONDITIONS;PROVIDING FOR THE REPEAL
OF ALL ORDINANCES IN CONFLICT;PROVIDING A SEVERABILITY CLAUSE;
PROVIDING FOR A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO
THOUSAND DOLLARS ($2,000.00)FOR EACH OFFENSE;AND PROVIDING AN
EFFECTIVE DATE.
DULY PASSED by the City Council of the City of University Park,Texas,on the 19th day
of February 2019.
APPROVED:
MAYO~L,~.
ATTEST:
CITY SECRETARY
DRAWING INDEXDRAWING NAMENO.C03.00C05.00C05.01C05.02L500PZ101PZ111PZ121PZ200PZ210OVERALL SITE PLANUTILITY WATER/RIGHT-OF-WAY PLANLANDSCAPE PLANFLOOR PLAN -GARAGE LEVELFLOOR PLAN -LEVEL ONEFLOOR PLAN -LEVEL TWORENDERINGSPERSPECTIVES SHOWING RTUSUTILITY SANITARY SEWER/RIGHT-OF-WAY PLANUTILITY STORM SEWER/RIGHT-OF-WAY PLANC06.00PAVING PLANC04.00OVERALL GRADING PLANHyer ES Land Use Statement:It is the intent of the HPISD to demolish the existing Hyer Elementary School and re-build a new school allowing for more efficient use of interior space and outdoor green space.The building is to be placed at approximately the same location on the site, but will be more compact to provide additional green space at the playfields on the east side of the site. As part of the compaction the classroom wings will be designed to be two stories and located on the north end of the site.The administration and fine arts portions of the building will be one story.The gymnastics, library, and cafeteria will be 1.5 stories tall with an adjacent 1 story kitchen.Building heights are indicated on attached elevations. All trash services and building delivery services will remain in their approximate location on the site.New screening walls will be provided to limit the adjacent neighbor’s views into the service area.The design of the building is to substantially match the existing building style.The new exterior walls of the building will be mostly modular brick masonry with cast stone accents.Every effort is being taken to save as many trees on site as possible.As one example, the building setbacks were designed so as to avoid the large oak tree at the northwest corner of the site.Parking is being provided via the underground parking garage which will also serve as the code required storm shelter.Stantec Project Number: 3920 Caruth Blvd. University Park, TX 75225Hyer Elementary SchoolRebuild214000360P&Z SUBMITTAL 2018.11.8
STORC131AKITCHENC142MECHA121KINDERA114KINDERA113KINDERA112KINDERA111 KINDERA115KINDERA116KINDERA117CLASSROOMA144CLASSROOMA143CLASSROOMA142CLASSROOMA145CLASSROOMA146CLASSROOMA147FLEXA110STAIRS1FLEXA140STAIRS2
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PARKING GARAGE44CORRIDOR47STORAGES71MECHS72STAIRS73 MACH RMS74VESTS76VESTIBULEE11LIBRARY - ADMIN.AREA B - 2 - STORYPEAK HEIGHT 28'-6"FF 575.50FULLY SPRINKLED BUILDING PARKING GARAGE/ ACTIVITYAREA C - 2 - STORYPEAK HEIGHT 34'-0" FF 575.50 1ST FLOORFF 562.50 GARAGEFULLY SPRINKLED BUILDINGFLAGPOLECOURTYARDAREA DFF 575.50NEW ELEMENTARY SCHOOLAREA A - 3 - STORYPEAK HEIGHT 36'-9" FF 575.50FULLY SPRINKLED BUILDINGPIPEBOLLARDSPIPEBOLLARDS26.2'24.3'24.3'61.1'19.0'18.5'R30.0'R30.0'R15.0'R20.0'R30.5'R10.0'14.5'14.5'R2.0'R2.0'23.0'15.0'136.4'26.1'
23.9'
25.2'
23.6'294.5'285.7'44.9'45.8'44.8'45.2'85.8'95.9'NEWBFRMONOCURBNEWBFRSTRIPEDCROSSWALKSTRIPEDCROSSWALK6' CITY CONC.SIDEWALKBRICKDUMPSTERNEW CURBAND GUTTERNEW CURBAND GUTTERLANDSCAPEAREAOUTLINE OFEXISTINGBUILDING.ATHLETICFIELD5' CONC.SIDEWALKCONCRETEENTRY PLAZALIMITS OF UNDERGROUNDPARKING GARAGEOUTLINE OFEXISTINGBUILDING.UNDER GROUNDPARKING (TYP,)LIMITS OF UNDERGROUNDPARKING GARAGEOUTLINE OFEXISTINGBUILDING.OUTLINE OFEXISTINGBUILDING.5' CONC.SIDEWALKBIKE RACKSUNDER GROUNDPARKING (TYP,)MONOCURBMONOCURBCONCRETEENTRY PLAZARETAININGWALLRETAININGWALLEXIST.BACKSTOPHARDSURFACEPLAYPLAYGROUNDPLAYGROUNDBASKETBALLCOURTSS6''SSSS6''SS5' CONCRETESIDEWALK (TYP,)5' CONCRETESIDEWALK (TYP,)5' CONCRETESIDEWALK (TYP,)EXIST.BACKSTOP10' GATE10' CONCRETESIDEWALK5' CONC.SIDEWALKBFR2% LANDINGBFR5' CONCETESIDEWALKPAINT HCSYMBOLRESTRIPEPARKINGLOT18.0'9.0'66.8'24.8'BFR2% LANDINGPAINT HCSYMBOLRESTRIPEPARKINGLOT2% LANDINGBFR19.0'R20.0'R2.0'R5.0'9.0'9.0'0.0'19.0'MONOCURBEXISTING4' CITY SIDEWALKEXISTING4' CITY SIDEWALKENGINEERINGGLENNPHONE 972-717-5151FAX 972-717-2176 IRVING, TEXAS 75062105 DECKER COURT-SUITE 910T.B.P.E. FIRM REGISTRATION NO. F - 303NOTE: THE CITY OF UNIVERSITY PARK CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT.The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.Copyright ReservedClient/ProjectDrawing No.Project No.TitlePermit-SealRevisionRevisionScaleByAppdYYYY.MM.DDByAppdYYYY.MM.DDIssuedConsultantsNoteswww.stantec.com214000361RAHCMG5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 / Fax: (214) 473-2401AS SHOWN1)Hyer ES RebuildHighland Park ISD3920 Caruth BoulevardDallas TX 75225FINAL PLANS FOR BIDDING AND CONSTRUCTION2017.03.312)3)4)5)6)THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIMREVIEW UNDER THE AUTHORITYOF MIKE GLENN, P.E. 35059,ON November 9, 2018IT IS NOT TO BE USED FORCONSTRUCTION PURPOSESNENGINEERINGGLENNPHONE 972-717-5151FAX 972-717-2176 IRVING, TEXAS 75062105 DECKER COURT-SUITE 910T.B.P.E. FIRM REGISTRATION NO. F - 303NOTE: THE CITY OF UNIVERSITY PARK CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT.The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.Copyright ReservedClient/ProjectDrawing No.Project No.TitlePermit-SealRevisionRevisionScaleByAppdYYYY.MM.DDByAppdYYYY.MM.DDIssuedConsultantsNoteswww.stantec.com214000361RAHCMG5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 / Fax: (214) 473-2401AS SHOWN1)Hyer ES RebuildHighland Park ISD3920 Caruth BoulevardDallas TX 75225FINAL PLANS FOR BIDDING AND CONSTRUCTION2017.03.312)3)4)5)6)THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIMREVIEW UNDER THE AUTHORITYOF MIKE GLENN, P.E. 35059,ON November 9, 2018IT IS NOT TO BE USED FORCONSTRUCTION PURPOSESOVERALL SITE PLANOVERALL SITE PLANC03.00 SITE DATA SUMMARY TABLEEXISTING ZONINGPD - FOR A PUBLIC SCHOOLPROPOSED ZONINGPD - FOR A PUBLIC SCHOOLSPECIAL CONDITIONSUSEPUBLIC ELEMENTARY SCHOOLLOT AREA 243,198 SQ. FT. OR 4.583 ACRESREQUIRED SETBACK AS SHOWNBUILDING AREA (FLOOR AREA)PROPOSED LEVEL 0 (PARKING GARAGE)37,600 SFPROPOSED LEVEL 1 70,700 SFPROPOSED LEVEL 2 30,800 SFTOTAL BUILDING SQ FEET 139,100 SFTOTAL BUILDING FOOTPRINT AREA 76,600 SFLOT COVERAGE BUILDING AND PAVING116,500 SF (2.67 AC) 47.9%CLASSROOM BUILDING HEIGHT - AREA A36'-9" (2 STORY) "MEASURED TO PARAPET"ADMIN / MIDDLE HEIGHT28'-6" (2 STORY) "MEASURED TO PARAPET"ACTIVITY GYM / PARKING GARAGE HEIGHT34'-0" (1 STORY) "MEASURED TO PARAPET"DINING26'-0" (1 STORY) "MEASURED TO PARAPET"HOME ROOM CLASSROOMS41 CLASSROOMS1.0 SPACES PER CLASSROOM + 6 SPACES41 + 6 = 47 TOTAL SPACES REQUIREDTOTAL REQUIRED PARKING 47 SPACESAUDITORIUM SEATING 300 SEATS300 SEATS / 5 PER SET300 / 5 = 60 TOTAL SPACES REQUIREDTOTAL REQUIRED PARKING 60 SPACESPARKING PROVIDEDPARKING GARAGE (9.0' X 20.0') 80SPACESPARKING SURFACE (ALONG LONG PICKWICK)(9.0' X 18.0') 5SPACESPARKING SURFACE HANDICAP SPACES (9.0' X 18.0') 4SPACESTOTAL PARKING PROVIDED 89 SPACESOVERALL SITE PLAN LEGENDOVERALL SITE PLAN LEGEND
PIPEBOLLARDSPIPEBOLLARDSSTORC131AKITCHENC142MECHA121KINDERA114KINDERA113KINDERA112KINDERA111 KINDERA115KINDERA116KINDERA117CLASSROOMA144CLASSROOMA143CLASSROOMA142CLASSROOMA145CLASSROOMA146CLASSROOMA147FLEXA110STAIRS1FLEXA140STAIRS2
PTAC114ARTD110MUSICD114MUSICD112FLESC130CORRIDORD100 INNOVATIONC151LIBRARYC150
GYMD120RESOURCEA152SCIENCEC131STORD113TLTA114ATLTA111ASTRUCTUREB119STRUCTUREB117FUNDAMENTALSB126STAIRS3PBSB121OFFICED121ARECORDSC117RECEPTIONC110CLINICC116NURSEC116ATLTC116BSICKC116CCONFC112A PRINC113PRINC111LOUNGEC121COUNSELC128TESTC123MDFC122WR STORC120AWORKROOMC120ADMINC110ADININGC141LGIC140STAGEA124DINING/LGI STOC143TLTB118SENSORYB120INTERVENTIONB111ARDB110OFFICEB114
TESTINGB116LSSPB115FLESB127TLTA149CLASSROOMA141GRADE STORA119IDFB122GYM EQUIPD120DCORRIDORC104VESTD100AVESTC100AVESTC102BELECTB113BOYSA134GIRLSA133 IDFA131RISERA122
TLTA150ELECTA148BOOK STORA120TLTB124CUSTB112VESTA100BVESTB100AVESTB100BLIT LIBA151TLTB125STORAGEB123TLTC127TLTC126ALCOVED121CTLTD121BGYM STOD120CTLTD120ACUSTD122STAIRS50
STORD111CUSTC1241ELECTC1151ELECTC1251LIBRARIANA132COFFEEC141ASPEECHA118DYSLEXA135AFTER SCHOOLC144AS STORC144ATRAY RTRNC141BTLTA113ATLTA112ATLTA115ATLTA116ATLTA117ACUSTA130STOA136GIRLSA137BOYSA138COURTYARDX1CORRIDORC100
PARKING GARAGE44CORRIDOR47STORAGES71MECHS72STAIRS73 MACH RMS74VESTS76VESTIBULEE11LIBRARY - ADMIN.AREA B - 2 - STORYPEAK HEIGHT 28'-6"FF 575.50FULLY SPRINKLED BUILDING PARKING GARAGE/ ACTIVITYAREA C - 2 - STORYPEAK HEIGHT 34'-0" FF 575.50 1ST FLOORFF 562.50 GARAGEFULLY SPRINKLED BUILDINGFLAGPOLE9.80%10.3%7.2%2.0%2.0%2.0%2.0%1.50%1.50%1.50%2.0%2.0%4.0%4.75%4.0%4.0%4.00%2.0%1.0%1.0%1.0%1.0%1.0%2.0%1.0%1.0%2.0%1.0%COURTYARDAREA DFF 575.50NEW ELEMENTARY SCHOOLAREA A - 3 - STORYPEAK HEIGHT 36'-9" FF 575.50FULLY SPRINKLED BUILDINGSS6''SSSS6''SS2.0%2.0%OVERALL SITE PLAN LEGENDENGINEERINGGLENNPHONE 972-717-5151FAX 972-717-2176 IRVING, TEXAS 75062105 DECKER COURT-SUITE 910T.B.P.E. FIRM REGISTRATION NO. F - 303NOTE: THE CITY OF UNIVERSITY PARK CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT.The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.Copyright ReservedClient/ProjectDrawing No.Project No.TitlePermit-SealRevisionRevisionScaleByAppdYYYY.MM.DDByAppdYYYY.MM.DDIssuedConsultantsNoteswww.stantec.com214000361RAHCMG5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 / Fax: (214) 473-2401AS SHOWN1)Hyer ES RebuildHighland Park ISD3920 Caruth BoulevardDallas TX 75225FINAL PLANS FOR BIDDING AND CONSTRUCTION2017.03.312)3)4)5)6)THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIMREVIEW UNDER THE AUTHORITYOF MIKE GLENN, P.E. 35059,ON November 9, 2018IT IS NOT TO BE USED FORCONSTRUCTION PURPOSESOVERALL SITE PLAN LEGENDENGINEERINGGLENNPHONE 972-717-5151FAX 972-717-2176 IRVING, TEXAS 75062105 DECKER COURT-SUITE 910T.B.P.E. FIRM REGISTRATION NO. F - 303NOTE: THE CITY OF UNIVERSITY PARK CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT.The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.Copyright ReservedClient/ProjectDrawing No.Project No.TitlePermit-SealRevisionRevisionScaleByAppdYYYY.MM.DDByAppdYYYY.MM.DDIssuedConsultantsNoteswww.stantec.com214000361RAHCMG5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 / Fax: (214) 473-2401AS SHOWN1)Hyer ES RebuildHighland Park ISD3920 Caruth BoulevardDallas TX 75225FINAL PLANS FOR BIDDING AND CONSTRUCTION2017.03.312)3)4)5)6)THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIMREVIEW UNDER THE AUTHORITYOF MIKE GLENN, P.E. 35059,ON November 9, 2018IT IS NOT TO BE USED FORCONSTRUCTION PURPOSESOVERALL GRADING PLANC04.00GRADING PLAN LEGENDPROPOSED GRADING CONTOUREXISTING CONTOURPROPOSED GUTTERPROPOSED TOP OF CURBEXISTING GUTTEREXISTING TOP OF CURBPROPOSED TOP OF SIDEWALKPROPOSED TOP OF WALLPROPOSED BASE OF WALLPROPOSED GRADE
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GYMD120RESOURCEA152SCIENCEC131STORD113TLTA114ATLTA111ASTRUCTUREB119STRUCTUREB117FUNDAMENTALSB126STAIRS3PBSB121OFFICED121ARECORDSC117RECEPTIONC110CLINICC116NURSEC116ATLTC116BSICKC116CCONFC112A PRINC113PRINC111 LOUNGEC121COUNSELC128TESTC123MDFC122WR STORC120AWORKROOMC120ADMINC110ADININGC141LGIC140STAGEA124DINING/LGI STOC143TLTB118SENSORYB120INTERVENTIONB111ARDB110OFFICEB114
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TLTA150ELECTA148BOOK STORA120TLTB124CUSTB112VESTA100BVESTB100AVESTB100BLIT LIBA151TLTB125STORAGEB123TLTC127TLTC126ALCOVED121CTLTD121BGYM STOD120CTLTD120ACUSTD122STAIRS50
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PARKING GARAGE44CORRIDOR47STORAGES71MECHS72STAIRS73 MACH RMS74VESTS76VESTIBULEE11LIBRARY - ADMIN.AREA B - 2 - STORYPEAK HEIGHT 28'-6"FF 575.50FULLY SPRINKLED BUILDING PARKING GARAGE/ ACTIVITYAREA C - 2 - STORYPEAK HEIGHT 34'-0" FF 575.50 1ST FLOORFF 562.50 GARAGEFULLY SPRINKLED BUILDINGCOURTYARDAREA DFF 575.50NEW ELEMENTARY SCHOOLAREA A - 3 - STORYPEAK HEIGHT 36'-9" FF 575.50FULLY SPRINKLED BUILDING15' X 15' UTILITY WATER EASEMENT(BY SEPARATE INSTRUMENT)VOL. ___________ PAGE.________ABC26.2'24.3'24.3'61.1'19.0'18.5'R30.0'R30.0'R15.0'R20.0'R30.5'R10.0'14.5'14.5'R2.0'R2.0'23.0'15.0'136.4'26.1'
23.9'
25.2'
23.6'294.5'285.7'44.9'45.8'44.8'45.2'85.8'95.9'SS6''SSSS6''SS18.0'9.0'66.8'24.8'19.0'R20.0'R2.0'R5.0'9.0'9.0'0.0'19.0' INSTALL: AREA DRAINOVERALL SITE PLAN LEGENDENGINEERINGGLENNPHONE 972-717-5151FAX 972-717-2176 IRVING, TEXAS 75062105 DECKER COURT-SUITE 910T.B.P.E. FIRM REGISTRATION NO. F - 303NOTE: THE CITY OF UNIVERSITY PARK CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT.The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.Copyright ReservedClient/ProjectDrawing No.Project No.TitlePermit-SealRevisionRevisionScaleByAppdYYYY.MM.DDByAppdYYYY.MM.DDIssuedConsultantsNoteswww.stantec.com214000361RAHCMG5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 / Fax: (214) 473-2401AS SHOWN1)Hyer ES RebuildHighland Park ISD3920 Caruth BoulevardDallas TX 75225FINAL PLANS FOR BIDDING AND CONSTRUCTION2017.03.312)3)4)5)6)THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIMREVIEW UNDER THE AUTHORITYOF MIKE GLENN, P.E. 35059,ON November 9, 2018IT IS NOT TO BE USED FORCONSTRUCTION PURPOSESOVERALL SITE PLAN LEGENDENGINEERINGGLENNPHONE 972-717-5151FAX 972-717-2176 IRVING, TEXAS 75062105 DECKER COURT-SUITE 910T.B.P.E. FIRM REGISTRATION NO. F - 303NOTE: THE CITY OF UNIVERSITY PARK CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT.The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.Copyright ReservedClient/ProjectDrawing No.Project No.TitlePermit-SealRevisionRevisionScaleByAppdYYYY.MM.DDByAppdYYYY.MM.DDIssuedConsultantsNoteswww.stantec.com214000361RAHCMG5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 / Fax: (214) 473-2401AS SHOWN1)Hyer ES RebuildHighland Park ISD3920 Caruth BoulevardDallas TX 75225FINAL PLANS FOR BIDDING AND CONSTRUCTION2017.03.312)3)4)5)6)THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIMREVIEW UNDER THE AUTHORITYOF MIKE GLENN, P.E. 35059,ON November 9, 2018IT IS NOT TO BE USED FORCONSTRUCTION PURPOSESPAVING PLANC06.00GENERAL PAVING NOTES1. ALL CONCRETE PAVEMENT SHALL BE CLASS C UNLESS NOTED OTHERWISED WITH NO. 4REINFORCING BARS SPACED AT 18-INCH O.C.E.W. MINIMUM.2. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY STANDARDDETAILS AND SPECIFICATIONS.3. CONTRACTOR TO VERIFY EXISTING PAVEMENT ELEVATIONS PRIOR TO CONSTRUCTION.4. NEW PAVING INSTALLED SHALL "FLUSH-OUT" AT ANY JUNCTURE WITH EXISTING PAVING.5. BARRIER FREE RAMPS SHALL COMPLY WITH CITY DETAILS.6. NEW PARKING LOTS SHALL BE RESTRIPED PER SITE PLAN AND SHOULD MATCH EXISTING. RESTRIPING SHALL INCLUDED ALL FIRE LANES, PARKING STALLS AND HC SYMBOLS. PRIVATE PAVING NOTES I. Pavement sub grade for A & B, below: The clay soils encountered near the existing ground surface will probably constitute the sub-gradefor most of the parking and drive areas. Therefore, it is recommended that these soils be improvedprior to construction of the pavements. It is recommended that the existing clay soils in drive and parking areas be excavated to achievefinal sub-grade elevation. The exposed surface of the clays should be scarified to a depth of at least 6inches and mixed with an estimated 7 percent of hydrated lime (by dry unit weight) in conformancewith Texas Highway Department item 260. Assuming an in-place unit weight of 100 pcf for the pave-ment sub-grade soils, this percentage of lime equates to about 32 lbs of lime per sq yard of sub- gradetreated. The actual amount of lime required should be determined by additional laboratory tests. It isrecommended that the lime stabilization procedures extend at least 4 ft beyond the edge of thepavement to minimize the effects of seasonal shrinking upon the extreme edges of pavement. Thesoil-lime mixture should then be compacted to at least 95 percent of standard proctor maximum drydensity (ASTM D698) within 3 percentage points of the optimum moisture content. In all areas wherehydrated lime is used to stabilize the sub-grade soils, routine atterberg-limit tests should be performedto assure that the resulting plasticity index of the soil-lime mixture is at/or below 15. The client should be aware that mechanical lime stabilization of the pavement sub-grade soils willnot prevent deep seated movement of the underlying untreated materials. Future maintenance ofpavements should be expected over the life of the structure.II. Paving A. ConcreteSub grade shall be as indicated in section I. Concrete driveway approaches shall be a minimum of 8 inches thick. Concrete driveway ap-proaches shall have a rise of not less than 6 inches nor more than 9 inches from the flow line of thegutter to a point 10 feet behind the face of the gutter. Concrete for driveways shall be a min- imum of3,600 psi in 28 days concrete with 4-6 percent entrained air. The grade below the drive- way, including4 foot outside of the outer edge of the driveway shall be compacted to 95% stand- ard proctor density,and as indicated in the "pavement sub-grade notes". Driveways shall have contraction joints not morethan 15 feet, apart, both transversely and longitudinally one-half inch expansion joint shall be placedon the property lines between the approach and the driveways. The joints shall be filled withpremolded gray bituminous expansion joint filler and shall extend the entire depth and length of theconcrete sections.Finishing shall be as indicated in section III. Note: No concrete shall be placed for driveways until the sub-grade, reinforcement placement hasbeen inspected and approved by the city or state (whichever is applicable).FUTURE SODPAVEMENTSUBGRADESUBGRADEPAVEMENTPAVEMENT.TOP OF SOD WILL BE LEVEL WITHSLOPESLOPEFINISHED GRADE TO BE LEVELWITH PROPOSED PAVEMENT WHENON UPSTREAM SIDE.DOWNSTREAM SIDE OF PAVEMENT.FINISHED GRADE TO BE 2" BELOWPROPOSED PAVEMENT WHEN ONFUTURE SODGRADING DETAIL FOR PAVEMENT WITHOUT CURBntsPAVING PLANPAVING LEGENDPROPOSED 7" CLASS C REINFORCED CONCRETEPAVEMENT OVER 6" GRAVEL FLEX BASE OVER UNTREATEDSUBGRADE STABILIZATION COMPACTED TO 95% DENSITYWITH #4 REBARS ON 18" CENTERS EACH WAY.PROPOSED 5" CLASS C REINFORCED CONCRETEPAVEMENT OVER 6" GRAVEL FLEX BASE OVER UNTREATEDSUBGRADE STABILIZATION COMPACTED TO 95% DENSITYWITH #4 REBARS ON 18" CENTERS EACH WAY.PROPOSED 4" REINFORCED CLASS A CONCRETE SIDEWALKPAVEMENT OVER UNTREATED SUBGRADE STABILIZATIONCOMPACTED TO 95% DENSITY WITH #3 REBARS ON 18"CENTERS EACH WAY.PROPOSED ASPHALT STREET REPAIRS FOR UTILITYINSTALLATION PER DETAIL ON SHEET CU 7. B. Parking lotsParking lot sub-grade shall be as indicated in Section I. Parking Lot Paving shall be 8" reinforced concrete in 3,600 psi in 28 days concrete with 4-6%entrained air reinforced with #4 bars at 18" O.C.E.W. supported with proper support chairs.Fire LanePaving shall be 8" reinforced concrete in 3,600 psi in 28 days concrete with 4-6% entrained airreinforced with #4 bars at 18" O.C.E.W. supported with proper support chairs. Expansion joints shallbe at 100' maximum O.C. and sawcut contraction joints at maximum 15' O.C.. All joints to be cleanedand filled with hot poured rubber (gray). Finishing shall be as indicated in section III. C. On-site sidewalksConcrete sidewalks shall be a width as designated on site plan and a minimum of 4 inches thick,constructed of 3,600 psi, in 28 days concrete with 4-6% entrained air and reinforced with # 3 bars at18" O.C.E.W. supported with proper support chairs. Expansion joints shall be at 60' maximum O.C.and sawcut contraction joints at maximum 15' O.C.. All joints to be cleaned and filled with hot pouredrubber (gray) with #3 bars at 18" O.C.E.W. Tooled construction joints shall be 5'-0" O.C. one-half inchexpansion joint shall be placed every 40 feet and where new work is constructed adjacent to otherconcrete work (walls, foundation, curb, etc.). The joints shall be filled with 1/2-inch pre molded graybituminous expansion joint filler and shall extend the entire depth and width of the concrete section.Finish of sidewalks shall be with a broom finish per engineer. Walks shall have tooled curb edges &tooled joints. Walks shall have tooled curb edges & tooled joints. III. Finishing for concretedriveway, parking lot and street curbsThe exposed surfaces of driveways and parking lot shall have a monolithic finish by floating with awooden flat until a slight excess of sand appears on the surfaces. In no case shall the surface be leftslick or with a glossy finish. Exposed surfaces of sidewalks shall have a mono- lithic finish by trawlingwith a steel trowel and brushed lightly with an approved broom. The edge of all concrete shall beneatly rounded to the required radii with an edging tool.The exposed surface of curbs and curbs with gutter shall be shaped with a "mule" and brushed with awet brush at right angle to the line of the curb to produce a uniform textured surface. The edges shallbe neatly rounded off to the required radii. Use of grout over a rough finished texture will not beallowed.
PIPEBOLLARDSPIPEBOLLARDSSTORC131AKITCHENC142MECHA121KINDERA114KINDERA113KINDERA112KINDERA111 KINDERA115KINDERA116KINDERA117CLASSROOMA144CLASSROOMA143CLASSROOMA142CLASSROOMA145CLASSROOMA146CLASSROOMA147FLEXA110STAIRS1FLEXA140STAIRS2
PTAC114ARTD110MUSICD114MUSICD112FLESC130CORRIDORD100 INNOVATIONC151LIBRARYC150
GYMD120RESOURCEA152SCIENCEC131STORD113TLTA114ATLTA111ASTRUCTUREB119STRUCTUREB117FUNDAMENTALSB126STAIRS3PBSB121OFFICED121ARECORDSC117RECEPTIONC110CLINICC116NURSEC116ATLTC116BSICKC116CCONFC112A PRINC113PRINC111 LOUNGEC121COUNSELC128TESTC123MDFC122WR STORC120AWORKROOMC120ADMINC110ADININGC141LGIC140STAGEA124DINING/LGI STOC143TLTB118SENSORYB120INTERVENTIONB111ARDB110OFFICEB114
TESTINGB116LSSPB115FLESB127TLTA149CLASSROOMA141GRADE STORA119IDFB122GYM EQUIPD120DCORRIDORC104VESTD100AVESTC100AVESTC102BELECTB113BOYSA134GIRLSA133 IDFA131RISERA122
TLTA150ELECTA148BOOK STORA120TLTB124CUSTB112VESTA100BVESTB100AVESTB100BLIT LIBA151TLTB125STORAGEB123TLTC127TLTC126ALCOVED121CTLTD121BGYM STOD120CTLTD120ACUSTD122STAIRS50
STORD111CUSTC1241ELECTC1151ELECTC1251LIBRARIANA132COFFEEC141ASPEECHA118DYSLEXA135AFTER SCHOOLC144AS STORC144ATRAY RTRNC141BTLTA113ATLTA112ATLTA115ATLTA116ATLTA117ACUSTA130STOA136GIRLSA137BOYSA138COURTYARDX1CORRIDORC100
PARKING GARAGE44CORRIDOR47STORAGES71MECHS72STAIRS73 MACH RMS74VESTS76VESTIBULEE11LIBRARY - ADMIN.AREA B - 2 - STORYPEAK HEIGHT 28'-6"FF 575.50FULLY SPRINKLED BUILDING PARKING GARAGE/ ACTIVITYAREA C - 2 - STORYPEAK HEIGHT 34'-0" FF 575.50 1ST FLOORFF 562.50 GARAGEFULLY SPRINKLED BUILDINGFLAGPOLECOURTYARDAREA DFF 575.50NEW ELEMENTARY SCHOOLAREA A - 3 - STORYPEAK HEIGHT 36'-9" FF 575.50FULLY SPRINKLED BUILDING15' X 15' UTILITY WATER EASEMENT(BY SEPARATE INSTRUMENT)VOL. ___________ PAGE.________ADOMESTICSTA. 1+86 LINE "W-2"INSTALL:1 - 8" x 8" TEE1 - 8" VALVE1 - 8" METER ANDVAULT.1 - 8" BACK FLOW(LOCATED IN RISERROOM.)BSTA. 4+32 LINE "W-3"STA. 1+81 LINE "W"INSTALL:1 - 8" x 2" TEE1 - 2" IRR. METER5' SEPARATIONBETWEEN DOUBLECHECK AND METER.1 - 2" DOUBLE CHECKBACKFLOW PREVENTER(LOCATED ON PRIVATESIDE)BCSTA. 1+74 LINE "W-2"INSTALL:1 - 8" x 6" TEE1 - 6" VALVE1 - FIRE HYDRANT(LOCATED BY FIREMARSHALL)AFIRE ONLYC4+00 1+002+003+00 1+002+003+004+005+006+007+008+001+0
015'15'15'8" FIRELINE4" DOMLINE4" FDCLINEFDCNEWFH4" DOM METERAND VAULT2+0
0
3+0
01+002+003+004+005+006+007+008+004+00 STA. 0+00 COLGATE AVE. =STA. 0+00 PICKWICK LANE.STA. 4+15 PICKWICK LANE =STA. 0+00 CARUTH BLVD.STA. 0+99 AMHERST AVE.REMOVE EXISTING SERVICE TOBUILDINGSTA. 1+09 AMHERST AVE.REMOVE EXISTING SERVICE TOBUILDINGSTA. 0+35.3 CARUTH BLVD.16' LT. EX. FIRE HYDRANT(TO REMAIN)STA. 0+61 CARUTH BLVD.42.2' LT. EX. FDCSTA. 8+00 - 24' LT. - CARUTH BLVD..EXISTING FIRE HYDANT(TO REMAIN)STA. 0+61 - 32' RT. - TULANE BLVD.EXISTING WATER METERTO BE CONVERT TO IRRAGTAION METERSTA. 0+64.5 - 32' RT. - DICKENS AVE.EXISTING WATER METERTO BE REMOVEDSTA. 0+81 LOVERS LANE24.5' RT.EX. CLEAN OUTCUT AND PLUGAT PROPERTY LINESTA. 0+34.5 - 16' RT. - COLGATE AVE.EXISTING FIRE HYDRANT(TO REMAIN)STA. 7+67.0 - 15' RT. - COLGATE AVE.EXISTING FIRE HYDRANT(TO REMAIN)STA. 3+653.85 CARUTH BLVD.19.5' LT. EX. FIRE HYDRANT(TO REMAIN)PRIVATEPRIVATESTA. 2+67 LOVERS LANE29.5' RT.EX. CLEANOUTCUT AND PLUGAT PROPERTY LINE4" SDR 35 ON 2.0% GRADE4" SDR 35 ON 2.0% GRADEPRIVATESS6''SSSS6''SSPRIVATE6" SDR 35 ON 2.0% GRADE4" SDR 35 ON 2.0% GRADENENGINEERINGGLENNPHONE 972-717-5151FAX 972-717-2176 IRVING, TEXAS 75062105 DECKER COURT-SUITE 910T.B.P.E. FIRM REGISTRATION NO. F - 303NOTE: THE CITY OF UNIVERSITY PARK CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT.The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.Copyright ReservedClient/ProjectDrawing No.Project No.TitlePermit-SealRevisionRevisionScaleByAppdYYYY.MM.DDByAppdYYYY.MM.DDIssuedConsultantsNoteswww.stantec.com214000361RAHCMG5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 / Fax: (214) 473-2401AS SHOWN1)Hyer ES RebuildHighland Park ISD3920 Caruth BoulevardDallas TX 75225FINAL PLANS FOR BIDDING AND CONSTRUCTION2017.03.312)3)4)5)6)THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIMREVIEW UNDER THE AUTHORITYOF MIKE GLENN, P.E. 35059,ON November 9, 2018IT IS NOT TO BE USED FORCONSTRUCTION PURPOSESENGINEERINGGLENNPHONE 972-717-5151FAX 972-717-2176 IRVING, TEXAS 75062105 DECKER COURT-SUITE 910T.B.P.E. FIRM REGISTRATION NO. F - 303NOTE: THE CITY OF UNIVERSITY PARK CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT.The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.Copyright ReservedClient/ProjectDrawing No.Project No.TitlePermit-SealRevisionRevisionScaleByAppdYYYY.MM.DDByAppdYYYY.MM.DDIssuedConsultantsNoteswww.stantec.com214000361RAHCMG5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 / Fax: (214) 473-2401AS SHOWN1)Hyer ES RebuildHighland Park ISD3920 Caruth BoulevardDallas TX 75225FINAL PLANS FOR BIDDING AND CONSTRUCTION2017.03.312)3)4)5)6)THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIMREVIEW UNDER THE AUTHORITYOF MIKE GLENN, P.E. 35059,ON November 9, 2018IT IS NOT TO BE USED FORCONSTRUCTION PURPOSESC05.00UTILITY WATER /RIGHT-OF-WAY PLAN7.CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING WATER VALVES PRIOR CONNECTIONTO EXISTING WATER SYSTEM.AND RISER.ALL FIRE HYDRANTS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF UNIVERSITY PARK6.CONTRACTOR SHALL NOTIFY IRVING FIRE MARSHALL PRIOR TO INSTALLING FIRE LINE4.AS DIRECTED BY THE ENGINEER.TION. DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.5.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO COMMENCING CONSTRUC-WATER PIPE SHALL BE C-900 OR C-909, DR 18, PRESSURE CLASS 150.3.2.1.ALL MAINS SHALL BE BURIED A MINIMUM DEPTH OF 48" BELOW TOP OF ADJACENT CURB ORCONCRETE BLOCKING SHALL BE INSTALLED AT ALL BENDS, VALVES AND FIRE HYDRANTS.CITY OF UNIVERSITY PARK STANDARDS.WATER DISTRIBUTION SYSTEM MATERIAL AND CONSTRUCTION SHALL CONFORM TO THEGENERAL WATER NOTES8.FIRE RISER PIPING SHALL BE CLASS 200.9.ANY WATER MAIN BEING ABANDONED MUST BE REMOVED IF IT IS NOT BENEATH THEPROPOSED BUILDING AND THE PIPE MUST BE PLUGGED WHERE IT IS ABANDONED INPLACE UNDER THE PROPOSED BUILDING.10.ALL EXISITNG ON-SITE WATER VALVES AND AND FIRE HYDRANTS THAT ARE TO REMAIN, SHALL BE ADJUSTED TO PROPOSED FINAL GRADE. WEATER SHOWN ON THESE PLANS OR NOT.11.ALL WATER VALVES SHALL BE GATE VALVES PER CITY REQUIREMENTS. UTILITY LEGEND:T
PIPEBOLLARDSPIPEBOLLARDSSTORC131AKITCHENC142MECHA121KINDERA114KINDERA113KINDERA112KINDERA111 KINDERA115KINDERA116KINDERA117CLASSROOMA144CLASSROOMA143CLASSROOMA142CLASSROOMA145CLASSROOMA146CLASSROOMA147FLEXA110STAIRS1FLEXA140STAIRS2
PTAC114ARTD110MUSICD114MUSICD112FLESC130CORRIDORD100 INNOVATIONC151LIBRARYC150
GYMD120RESOURCEA152SCIENCEC131STORD113TLTA114ATLTA111ASTRUCTUREB119STRUCTUREB117FUNDAMENTALSB126STAIRS3PBSB121OFFICED121ARECORDSC117RECEPTIONC110CLINICC116NURSEC116ATLTC116BSICKC116CCONFC112A PRINC113PRINC111 LOUNGEC121COUNSELC128TESTC123MDFC122WR STORC120AWORKROOMC120ADMINC110ADININGC141LGIC140STAGEA124DINING/LGI STOC143TLTB118SENSORYB120INTERVENTIONB111ARDB110OFFICEB114
TESTINGB116LSSPB115FLESB127TLTA149CLASSROOMA141GRADE STORA119IDFB122GYM EQUIPD120DCORRIDORC104VESTD100AVESTC100AVESTC102BELECTB113BOYSA134GIRLSA133 IDFA131RISERA122
TLTA150ELECTA148BOOK STORA120TLTB124CUSTB112VESTA100BVESTB100AVESTB100BLIT LIBA151TLTB125STORAGEB123TLTC127TLTC126ALCOVED121CTLTD121BGYM STOD120CTLTD120ACUSTD122STAIRS50
STORD111CUSTC1241ELECTC1151ELECTC1251LIBRARIANA132COFFEEC141ASPEECHA118DYSLEXA135AFTER SCHOOLC144AS STORC144ATRAY RTRNC141BTLTA113ATLTA112ATLTA115ATLTA116ATLTA117ACUSTA130STOA136GIRLSA137BOYSA138COURTYARDX1CORRIDORC100
PARKING GARAGE44CORRIDOR47STORAGES71MECHS72STAIRS73 MACH RMS74VESTS76VESTIBULEE11LIBRARY - ADMIN.AREA B - 2 - STORYPEAK HEIGHT 28'-6"FF 575.50FULLY SPRINKLED BUILDING PARKING GARAGE/ ACTIVITYAREA C - 2 - STORYPEAK HEIGHT 34'-0" FF 575.50 1ST FLOORFF 562.50 GARAGEFULLY SPRINKLED BUILDINGFLAGPOLECOURTYARDAREA DFF 575.50NEW ELEMENTARY SCHOOLAREA A - 3 - STORYPEAK HEIGHT 36'-9" FF 575.50FULLY SPRINKLED BUILDING15' X 15' UTILITY WATER EASEMENT(BY SEPARATE INSTRUMENT)VOL. ___________ PAGE.________4+00 1+002+003+00 1+002+003+004+005+006+007+008+001+0
015'15'15'8" FIRELINE4" DOMLINE4" FDCLINEFDCNEWFH4" DOM METERAND VAULT2+0
0
3+0
01+002+003+004+005+006+007+008+004+00 STA. 0+00 COLGATE AVE. =STA. 0+00 PICKWICK LANE.STA. 4+15 PICKWICK LANE =STA. 0+00 CARUTH BLVD.STA. 0+99 AMHERST AVE.REMOVE EXISTING SERVICE TOBUILDINGSTA. 1+09 AMHERST AVE.REMOVE EXISTING SERVICE TOBUILDINGSTA. 0+35.3 CARUTH BLVD.16' LT. EX. FIRE HYDRANT(TO REMAIN)STA. 0+61 CARUTH BLVD.42.2' LT. EX. FDCSTA. 8+00 - 24' LT. - CARUTH BLVD..EXISTING FIRE HYDANT(TO REMAIN)STA. 0+61 - 32' RT. - TULANE BLVD.EXISTING WATER METERTO BE CONVERT TO IRRAGTAION METERSTA. 0+64.5 - 32' RT. - DICKENS AVE.EXISTING WATER METERTO BE REMOVEDSTA. 0+81 LOVERS LANE24.5' RT.EX. CLEAN OUTCUT AND PLUGAT PROPERTY LINESTA. 0+34.5 - 16' RT. - COLGATE AVE.EXISTING FIRE HYDRANT(TO REMAIN)STA. 7+67.0 - 15' RT. - COLGATE AVE.EXISTING FIRE HYDRANT(TO REMAIN)STA. 3+653.85 CARUTH BLVD.19.5' LT. EX. FIRE HYDRANT(TO REMAIN)PRIVATEPRIVATESTA. 2+67 LOVERS LANE29.5' RT.EX. CLEANOUTCUT AND PLUGAT PROPERTY LINE4" SDR 35 ON 2.0% GRADE4" SDR 35 ON 2.0% GRADEPRIVATESS6''SSNOTE:CONNECT ALL KITCHENLATERALS 5' FROM BUILDINGSEE M.E.P. FOR CONT.FL 6" = 570.00 OR HIGHERWITH DOUBLE CLEAN OUTSTA. 0+00 LINE 'SS-1'CONNECT GREASE TRAPSEE M.E.P. FOR CONT.GREASE TRAP PER MSUD DETAILSHOWN ON SHEET CU 5.12FL 6" =570.00WITH DOUBLE CLEANOUT(SEE P106 FOR DETAILS)SS6''SSPRIVATE6" SDR 35 ON 2.0% GRADE4" SDR 35 ON 2.0% GRADENENGINEERINGGLENNPHONE 972-717-5151FAX 972-717-2176 IRVING, TEXAS 75062105 DECKER COURT-SUITE 910T.B.P.E. FIRM REGISTRATION NO. F - 303NOTE: THE CITY OF UNIVERSITY PARK CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT.The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.Copyright ReservedClient/ProjectDrawing No.Project No.TitlePermit-SealRevisionRevisionScaleByAppdYYYY.MM.DDByAppdYYYY.MM.DDIssuedConsultantsNoteswww.stantec.com214000361RAHCMG5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 / Fax: (214) 473-2401AS SHOWN1)Hyer ES RebuildHighland Park ISD3920 Caruth BoulevardDallas TX 75225FINAL PLANS FOR BIDDING AND CONSTRUCTION2017.03.312)3)4)5)6)THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIMREVIEW UNDER THE AUTHORITYOF MIKE GLENN, P.E. 35059,ON November 9, 2018IT IS NOT TO BE USED FORCONSTRUCTION PURPOSESENGINEERINGGLENNPHONE 972-717-5151FAX 972-717-2176 IRVING, TEXAS 75062105 DECKER COURT-SUITE 910T.B.P.E. FIRM REGISTRATION NO. F - 303NOTE: THE CITY OF UNIVERSITY PARK CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT.The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.Copyright ReservedClient/ProjectDrawing No.Project No.TitlePermit-SealRevisionRevisionScaleByAppdYYYY.MM.DDByAppdYYYY.MM.DDIssuedConsultantsNoteswww.stantec.com214000361RAHCMG5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 / Fax: (214) 473-2401AS SHOWN1)Hyer ES RebuildHighland Park ISD3920 Caruth BoulevardDallas TX 75225FINAL PLANS FOR BIDDING AND CONSTRUCTION2017.03.312)3)4)5)6)THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIMREVIEW UNDER THE AUTHORITYOF MIKE GLENN, P.E. 35059,ON November 9, 2018IT IS NOT TO BE USED FORCONSTRUCTION PURPOSESC05.01UTILITY LEGEND:TUTILITY SANITARY SEWER /RIGHT-OF-WAY PLANTHE CONSTRUCTION OF THIS SEWER SERVICE.JOINTS, PIPE EMBEDMENT AND TESTING OF INSTALLED WATER AND SANITARY SEWER PIPES.PARTICULAR ATTENTION SHALL BE PAID TO THE INSTALLATION, EMBEDMENT AND BACKFILLSHALL NOTIFY THE ENGINEER PRIOR TO LAYING PIPE.SPECIAL CARE SHALL BE TAKEN IN ADHERING TO THOSE SPECIFICATIONS REGARDING PIPE8.7.SEWER PIPE SHALL BE PVC SDR 35.AS SET FORTH IN THE CITY OF CROSS ROADS STANDARD SPECIFICATIONS.APPUTENANCES SHALL CONFORM TO THE MATERIAL AND CONSTRCUTION SPECIFICATIONSSTRUCTION. DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S6.CONTRACTOR SHALL MEET ALL O.S.H.A. REQUIREMENTS REGARDING TRENCH SAFETY IN5.SERVICES SHALL BE 4" PVC, SDR 35 AND SHALL BE INSTALLED AS SHOWN.4.OF SEWER PIPE. ALL EMBEDMENT SHALL CONFORM TO THE CITY OF UNIVERSITY PARK.3.2.1.UNLESS OTHERWISE REQUIRED, ALL SANITARY SEWER PIPE, MANHOLES, AND RELATEDSYSTEM. IF GRADES NEED ADJUSTMENT DUE TO UNFORESEEN CONFLICTS. CONTRACTORCONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF TIE-IN TO EXISTING SEWEREXPENSE.EQUIPMENT OR PIPELINES IN THE VICINITY OF CONSTRUCTION PRIO TO COMMENCING CON-CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND OTHERS WHO MAY HAVE BURIEDGENERAL SANITARY SEWER NOTES
PIPEBOLLARDSPIPEBOLLARDSSTORC131AKITCHENC142MECHA121KINDERA114KINDERA113KINDERA112KINDERA111 KINDERA115KINDERA116KINDERA117CLASSROOMA144CLASSROOMA143CLASSROOMA142CLASSROOMA145CLASSROOMA146CLASSROOMA147FLEXA110STAIRS1FLEXA140STAIRS2
PTAC114ARTD110MUSICD114MUSICD112FLESC130CORRIDORD100 INNOVATIONC151LIBRARYC150
GYMD120RESOURCEA152SCIENCEC131STORD113TLTA114ATLTA111ASTRUCTUREB119STRUCTUREB117FUNDAMENTALSB126STAIRS3PBSB121OFFICED121ARECORDSC117RECEPTIONC110CLINICC116NURSEC116ATLTC116BSICKC116CCONFC112A PRINC113PRINC111 LOUNGEC121COUNSELC128TESTC123MDFC122WR STORC120AWORKROOMC120ADMINC110ADININGC141LGIC140STAGEA124DINING/LGI STOC143TLTB118SENSORYB120INTERVENTIONB111ARDB110OFFICEB114
TESTINGB116LSSPB115FLESB127TLTA149CLASSROOMA141GRADE STORA119IDFB122GYM EQUIPD120DCORRIDORC104VESTD100AVESTC100AVESTC102BELECTB113BOYSA134GIRLSA133 IDFA131RISERA122
TLTA150ELECTA148BOOK STORA120TLTB124CUSTB112VESTA100BVESTB100AVESTB100BLIT LIBA151TLTB125STORAGEB123TLTC127TLTC126ALCOVED121CTLTD121BGYM STOD120CTLTD120ACUSTD122STAIRS50
STORD111CUSTC1241ELECTC1151ELECTC1251LIBRARIANA132COFFEEC141ASPEECHA118DYSLEXA135AFTER SCHOOLC144AS STORC144ATRAY RTRNC141BTLTA113ATLTA112ATLTA115ATLTA116ATLTA117ACUSTA130STOA136GIRLSA137BOYSA138COURTYARDX1CORRIDORC100
PARKING GARAGE44CORRIDOR47STORAGES71MECHS72STAIRS73 MACH RMS74VESTS76VESTIBULEE11LIBRARY - ADMIN.AREA B - 2 - STORYPEAK HEIGHT 28'-6"FF 575.50FULLY SPRINKLED BUILDING PARKING GARAGE/ ACTIVITYAREA C - 2 - STORYPEAK HEIGHT 34'-0" FF 575.50 1ST FLOORFF 562.50 GARAGEFULLY SPRINKLED BUILDINGCOURTYARDAREA DFF 575.50NEW ELEMENTARY SCHOOLAREA A - 3 - STORYPEAK HEIGHT 36'-9" FF 575.50FULLY SPRINKLED BUILDINGSS6''SSSS6''SSSTA. 0+00 LINE "E"FILED CONNECT 10" HDPETO 72" RCPFL 12" RCP = 570.00 +/-FL 72" RCP = 570.00 +/-CONTRACTOR TO BORERCP AND MAKE WATERTIGHT SEAL. CONSEAL ORAPPROVED EQUAL.12" HDPE ON0.50% GRADESTA. 2+95 LINE "G"INSTALL: - 18" X 10" TEES1 - 18" X 10" REDUCERFL 10" HDPE = 557.58FL 18" HDPE = 557.25DETENTION STORM LINEFROM GYM /ACTIVITY WING24" HDPE ON0.50% GRADEINSTALL:1 - 24" X 8" TEEINSTALL:1 - 24" X 6" TEESTA. 0+95 LINE "F"INSTALL: 1 - 18" 45° BENDFL 18" HDPE = 556.80STA. 1+36 LINE "F"INSTALL: 1 - 18" 45° BENDFL 18" HDPE = 570.00CONNECT 12" TOEXISTING INLETCONNECT TO 6"RETAINING WALLDRAIN LINESTA. 0+70 LINE "E" =STA. 0+00 LINE "F"INSTALL:1 - 24" X 12" REDUCERINSTALL 24" X 24" TEEFL 24" HDPE = 570.00FL 10" RCP = 570.00FL 24" HDPE = 56512" HDPE ON0.50% GRADE12" HDPE ON0.50% GRADESTA. 0+70 LINE "E" =STA. 0+00 LINE "F"INSTALL:1 - 24" X 12" REDUCERINSTALL 24" X 24" TEEFL 24" HDPE = 570.00FL 10" RCP = 570.00FL 24" HDPE = 56548" HDPE PIPE ON0.30% SLOPE12" HDPE PIPE ON0.50% SLOPESTA. 0+00 LINE "F"FILED CONNECT 12" RCPTO 54" RCPFL 12" RCP = 562.00 +/-FL EX. 54" RCP = 562.00 +/-STA. 4+09 LINE "F"=STA. 0+00 LINE "G"INSTALL 48" X 18" WYEFL 18" RCP = 570.00FL 48" HDPE = 569.00STORM LINE FROMPARKING GARAGE12" HDPE ON0.30% GRADEFIELD CONNECT 6"ROOF DRAIN LINEFIELD CONNECT 8"ROOF DRAIN LINE8" HDPE ON0.50% GRADESTA. 0+80 LINE "F"INSTALL:5' X 5' JUNCTION BOXWITH 2' X 2' GRATE TOPTOP = 573.50FL 12" OUT RCP = 569.50FL 12" IN GARAGE = 562.50(W/ 12" BACK WATER VALVE)FL 12" IN HDPE = 547.20FL 8" FD = 663.00STA. 2+36 LINE "F"INSTALL 90° BENDFL 6" PVC = 570.00FL 48" HDPE = 570.00INSTALL SAND, OILAND WATER SEPARATORIN PARKING GARAGE.STA. 0+65 LINE "B"INSTALL:2' X 2' AREA DRAINWITH GRATE TOPTOP = 574.00FL 12" OUT RCP = 570.0048" HDPE PIPE ON0.30% SLOPESTA. 0+00 LINE "F"FILED CONNECT 12" RCPTO 54" RCPFL 12" RCP = 562.00 +/-FL EX. 54" RCP = 562.00 +/-12" HDPE ON0.50% GRADE INSTALL: AREA DRAINNENGINEERINGGLENNPHONE 972-717-5151FAX 972-717-2176 IRVING, TEXAS 75062105 DECKER COURT-SUITE 910T.B.P.E. FIRM REGISTRATION NO. F - 303NOTE: THE CITY OF UNIVERSITY PARK CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT.The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.Copyright ReservedClient/ProjectDrawing No.Project No.TitlePermit-SealRevisionRevisionScaleByAppdYYYY.MM.DDByAppdYYYY.MM.DDIssuedConsultantsNoteswww.stantec.com214000361RAHCMG5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 / Fax: (214) 473-2401AS SHOWN1)Hyer ES RebuildHighland Park ISD3920 Caruth BoulevardDallas TX 75225FINAL PLANS FOR BIDDING AND CONSTRUCTION2017.03.312)3)4)5)6)THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIMREVIEW UNDER THE AUTHORITYOF MIKE GLENN, P.E. 35059,ON November 9, 2018IT IS NOT TO BE USED FORCONSTRUCTION PURPOSESENGINEERINGGLENNPHONE 972-717-5151FAX 972-717-2176 IRVING, TEXAS 75062105 DECKER COURT-SUITE 910T.B.P.E. FIRM REGISTRATION NO. F - 303NOTE: THE CITY OF UNIVERSITY PARK CONSTRUCTION STANDARDS APPLY, WHETHER INDICATED ON THESE PLANS OR NOT.The Contractor shall verify and be responsible for all dimensions. DONOT scale the drawing - any errors or omissions shall be reported toStantec without delay.The Copyrights to all designs and drawings are the property ofStantec. Reproduction or use for any purpose other than thatauthorized by Stantec is forbidden.Copyright ReservedClient/ProjectDrawing No.Project No.TitlePermit-SealRevisionRevisionScaleByAppdYYYY.MM.DDByAppdYYYY.MM.DDIssuedConsultantsNoteswww.stantec.com214000361RAHCMG5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 / Fax: (214) 473-2401AS SHOWN1)Hyer ES RebuildHighland Park ISD3920 Caruth BoulevardDallas TX 75225FINAL PLANS FOR BIDDING AND CONSTRUCTION2017.03.312)3)4)5)6)THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIMREVIEW UNDER THE AUTHORITYOF MIKE GLENN, P.E. 35059,ON November 9, 2018IT IS NOT TO BE USED FORCONSTRUCTION PURPOSESUTILITY LEGEND:TC05.02GENERAL STORM SEWER NOTES:1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND CITY OF UNIVERSITY PARKSTANDARDS AND SPECIFICATIONS.2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIREDPERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTILTHE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTSAPPROVED BY ALL OF THE PERMITTING AUTHORITIES.3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THEREQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.4. IN THE EVENT AN ITEM IS NOT COVERED IN THE CITY OF UNIVERSITY PARK SPECIFICATIONS, THEENGINEER'S DECISION SHALL APPLY.5. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO "STATE DEPARTMENT OFHIGHWAYS AND PUBLIC TRANSPORTATION BARRICADING AND CONSTRUCTION STANDARDS".6. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VERIFY THE SUITABILITY OF ALLEXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORECOMMENCEMENT OF ANY CONSTRUCTION. IN THE EVENT OF ANY CONFLICT AND PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION, IMMEDIATELY NOTIFY ENGINEER. MINOR ADJUSTMENTS OF FINISHGRADE TO ACCOMPLISH SPOT DRAINAGE ARE ACCEPTABLE, IF NECESSARY, UPON PRIOR APPROVAL OFENGINEER. PAVING INSTALLED SHALL 'FLUSH OUT' AT ANY JUNCTURE WITH EXISTING PAVING.7. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD SURVEYS ANDLOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACTTHE VARIOUS UTILITY COMPANIES TO LOCATE THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION.8. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS, RIM ELEVATIONS AND SIZES PRIOR TOCONSTRUCTION.9. ALL NON RCP DRAIN PIPE SHALL BE PVC SCH 40, ADS OR APPROVED EQUAL.10. ALL RCP SHALL BE CLASS III.11. W.E. AS INDICATED ON INLET CALLS INDICATES WATER ELEVATION AT INLET DURING 100 YEAR STORMEVENT.12. “DESIGN INTENT SHALL BE TO CREATE AN ON SITE STORM SEWER SYSTEM THAT, WHEN TIED INTO THECITY STORM SYSTEM, DOES NOT OVER BURDEN THE CITY STORM SYSTEM WHEN COMPARED TO THEOUTFLOW OF THE EXISTING FACILITY.”13. THE PROPOSED IMPERVIOUS AREA WILL BE EQUAL TO OR LESS THAN THE EXISTING IMPERVIOUS AREA.14. THE BACK WATER VALVE SHALL BE INSTALLED IN THE 4' X 4' JUNCTION BOX .UTILITY STORM SEWER /RIGHT-OF-WAY PLAN
TREESBOTANICAL NAME / COMMON NAMESIZE/COND.REMARKSQV2QUERCUS VIRGINIANAB & B4" CAL. SINGLE, STRAIGHT LEADER,SOUTHERN LIVE OAKMATCHINGUAULMUS PARVIFOLIA `ALLEE`B & B4" CAL. SINGLE, STRAIGHT LEADER,ALLEE ELMMATCHINGORNAMENTAL TREESBOTANICAL NAME / COMMON NAMESIZE/COND.REMARKSDTDIOSPYROS TEXANA30 GALMULTI LEADER, FULL, MATCHINGTEXAS PERSIMMONFMFICUS CARICA `MISSION`15 GALFULL, MATCHINGMISSION FIGPMPRUNUS MEXICANA30 GALMULTI-TRUNK, FULL, MATCHINGMEXICAN PLUMSHRUBSBOTANICAL NAME / COMMON NAMESIZESPACINGREMARKSARABELIA X GRANDIFLORA `ROSE CREEK`7 GAL36" o.c.FULL, MATCHINGROSE CREEK ABELIAIDILEX CORNUTA `DWARF BURFORD`7 GAL36" o.c.FULL, MATCHINGDWARF BURFORD HOLLYIS2ILEX VOMITORIA `STOKES DWARF`3 GAL36" o.c.FULL, MATCHINGDWARF YAUPONLP2LANTANA MONTEVIDENSIS1 GAL36" o.c.FULL, MATCHINGTRAILING LANTANALSLEUCOPHYLLUM FRUTESCENS `SILVERADO`7 GAL36" o.c.FULL, MATCHINGTEXAS SAGELPLOROPETALUM CHINENSE `RUBRUM`7 GAL36" o.c.FULL, MATCHINGRED CHINESE FRINGE FLOWERMYPMYRICA PUSILLA VAR. PUMILA7 GAL36" o.c.FULL, MATCHINGDWARF SOUTHERN WAX MYRTLEPWPITTOSPORUM TOBIRA `WHEELERS DWARF`3 GAL36" o.c.FULL, MATCHINGWHEELER`S DWARF PITTOSPORUMRT2ROSMARINUS OFFICINALIS `PROSTRATUS`3 GAL48" o.c.FULL, MATCHINGTRAILING ROSEMARYANNUALS/PERENNIALSBOTANICAL NAME / COMMON NAMESIZESPACINGREMARKSAPARTEMISIA X `POWIS CASTLE`1 GAL18" o.c.FULL, MATCHINGPOWIS CASTLE ARTEMISIABP2BUDDLEIA DAVIDII `PURPLE EMPEROR`3 GAL36" o.c.FULL, MATCHINGPURPLE EMPEROR BUTTERFLY BUSHPAPEROVSKIA ATRIPLICIFOLIA1 GAL24" o.c.FULL, MATCHINGRUSSIAN SAGEORNAMENTAL GRASSESBOTANICAL NAME / COMMON NAMESIZESPACINGREMARKSMRMUHLENBERGIA CAPILLARIS `REGAL MIST`3 GAL36" o.c.NURSERY GROWN, MATCHED & WELLPINK MUHLYROOTED, PLANT AS SHOWNNTPNASSELLA TENUISSIMA1 GAL18" o.c.FULL, MATCHINGMEXICAN FEATHERGRASSGROUND COVERSBOTANICAL NAME / COMMON NAMESIZESPACINGREMARKSEFEUONYMUS FORTUNEI `COLORATUS`4"POT12" o.c.FULL, MATCHINGPURPLE WINTERCREEPERLMLIRIOPE MUSCARI `BIG BLUE`1 GAL18" o.c.FULL, MATCHINGBIG BLUE LIRIOPELGLIRIOPE MUSCARI `EMERAL GODDESS`1 GAL18" o.c.FULL, MATCHINGEMERALD LIRIOPESSSEASONAL COLOR4"POT6" o.c.FULL, MATCHINGSEASONAL COLORSOD/SEEDBOTANICAL NAME / COMMON NAMESIZESPACINGREMARKSCDSCYNODON DACTYLONSODSOLID, ROLLED TIGHT, SAND FILLEDBERMUDA GRASSJOINTS, 100% WEED, PEST AND DISEASEFREEPLANT SCHEDULE1.ALL PLANTS SHALL BE SET OUT FOR APPROVAL BY THE OWNER'SREPRESENTATIVE PRIOR TO INSTALLATION.2.FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINEGRADING SHALL INCLUDE THE REMOVAL OF DEBRIS, ROCKS, ETC. FROM THESITE AND INSURE POSITIVE DRAINAGE IN ALL AREAS.3.THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS IN THE FIELDPRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FORANY DAMAGE TO UTILITIES DURING THE COURSE OF CONSTRUCTION.4.WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS.5.IT IS PREFERABLE THAT NO TREE BE STAKED. HOWEVER, CONDITIONS ANDPLANT MATERIAL SIZE MAY NECESSITATE STAKING. THE OWNER'S REP SHALLDETERMINE IF SUPPORT IS NEEDED AND SHALL DIRECT THE CONTRACTORACCORDINGLY.6.THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ADDITIONALINFORMATION AND REQUIREMENTS ASSOCIATED WITH THE LANDSCAPE ANDACCESSORIES.7.ALL PLANT MATERIALS SHALL MEET ANSI Z60.1 STANDARDS FOR CALIPER,HEIGHT AND ROOT BALL SIZE. ANY MATERIALS THAT DO NOT MEET OR EXCEEDSUCH STANDARDS SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'SEXPENSE.8.BALLED AND BURLAPPED TREES SHALL HAVE THE TOP HALF OF THE WIREBASKET REMOVED. THE BURLAP SHALL BE REMOVED TO THE GREATESTEXTENT POSSIBLE, USING A KNIFE TO CUT AND REMOVE THE BOTTOM HALFUNDER THE WIRE BASKET THAT REMAINS.9.QUANTITIES ARE SHOWN FOR CONVENIENCE ONLY. CONTRACTOR ISRESPONSIBLE FOR VERIFYING ALL QUANTITIESPLANTING GENERAL NOTESTREE TO REMAINTREE TO BE REMOVEDTREE PROTECTION FENCETREE PRESERVATION LEGENDUPUPUPUP3245678910111214151617132930474645444342414039383736353432313328272625242319222120181PIPEBOLLARDSPIPEBOLLARDSBIKE RACKSTREE TO REMAINOUTDOOR SEATINGOUTDOOR SEATINGOUTDOOR SEATINGOUTDOOR SEATINGEXISTING TREEREMOVEDVISIBILITYTRIANGLEOUTDOORGARDENMAIN ENTRYPLAZAFLAGPOLESCHOOL SIGNPLAY FIELDEXISTING TREEREMOVEDTREE TO REMAINVISIBILITY TRIANGLEVISIBILITY TRIANGLEVISIBILITY TRIANGLESPORTS COURTSPLAYGROUNDPLAYGROUNDBASEBALL BACKSTOP7557 RAMBLER ROAD SUITE 1400DALLAS, TX 75231T: 972.235.3031F: 972.235.9544TX REG. ENGINEERING FIRM F-14439TX REG. SURVEYING FIRM LS-10193805The Contractor shall verify and be responsible for all dimensions. DO NOT scale thedrawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.Copyright Reserved1AORIGINAL SHEET - ARCH E123456BCDERevisionByAppdYYYY.MM.DDIssuedByAppdYYYY.MM.DDDrawing No.RevisionProject No.TitleScaleClient/ProjectClient/Project LogoPermit/SealChkd.Dsgn.YYYY.MM.DDDwn.File Name: N/AConsultantNotes10/22/2018 2:53:38 PM<Pick location in Project Information>Stantec Architecture Inc.5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400• www.stantec.com3920 Caruth Blvd. Dallas, TX 75225214000360P&ZHighland Park Independent School DistrictHyer Elementary School RebuildAMHWCPAMH2018.11.082018.11.08LANDSCAPE PLANL500COLGATE AVENUE1LANDSCAPE PLAN1" = 40'-0"CARUTH BLVDTULA
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PARKING GARAGE /STORM SHELTERSTORAGEMECHSTAIRMACH RMELEVVENTILATIONCORRIDORVESTVESTIBULEELECTSTAIRVENTILATIONREFUGEThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.Copyright Reserved1AORIGINAL SHEET - ARCH E1 23456BCDEPRELIMINARYNOT FOR CONSTRUCTIONNot for permits, pricing or other official purposes. This document has not been completed or checked and is for general information or comment only.RevisionByAppdYYYY.MM.DDIssuedByAppdYYYY.MM.DDDrawing No.RevisionProject No.TitleScaleClient/ProjectClient/Project LogoPermit/SealConsultantNotesFRANCES GOODING, AIA11/9/2018 12:08:56 PM3/32" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc.5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 • www.stantec.com3920 Caruth Blvd. University Park, TX 75225FLOOR PLAN - GARAGE LEVEL214000360DESIGN DEVELOPMENTPZ101Highland Park Independent School DistrictHyer Elementary School Rebuild2018.12.053/32" = 1'-0"PZ101A1FLOOR PLAN - GARAGE LEVEL
STORKITCHENMECHKINDERKINDERKINDERKINDERKINDERKINDERKINDERCLASSROOMCLASSROOMCLASSROOMCLASSROOMCLASSROOMCLASSROOMFLEXFLEXPTAARTMUSICMUSICFLESINNOVATIONLIBRARYRESOURCESCIENCESTORTLTTLTSTRUCTURESTRUCTUREFUNDAMENTALSPBSOFFICERECORDSRECEPTIONCLINICNURSETLTSICKCONFA PRINPRINLOUNGECOUNSELTESTMDFWR STORWORKROOMADMINDININGLGISTAGEDINING/LGI STOTLTSENSORYINTERVENTIONARDOFFICETESTINGLSSPFLESTLTCLASSROOMGRADE STORIDFGYM EQUIPELECTBOYSGIRLSIDFRISERTLTELECTBOOK STORTLTCUSTVESTLIT LIBTLTSTORAGETLTTLTALCOVETLTGYM STOTLTCUSTLIBRARIANCOURTYARDCUSTELECTELECTGYMCOFFEESPEECHDYSLEXSTORVESTAFTER SCHOOLAS STORCUSTSTOGYMGIRLS BOYSSTORSWT SHOPOFFICECUSTTLTWAREWASHTRAYThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.Copyright Reserved1AORIGINAL SHEET - ARCH E1 23456BCDEPRELIMINARYNOT FOR CONSTRUCTIONNot for permits, pricing or other official purposes. This document has not been completed or checked and is for general information or comment only.RevisionByAppdYYYY.MM.DDIssuedByAppdYYYY.MM.DDDrawing No.RevisionProject No.TitleScaleClient/ProjectClient/Project LogoPermit/SealConsultantNotesFRANCES GOODING, AIA11/9/2018 12:09:45 PM3/32" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc.5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 • www.stantec.com3920 Caruth Blvd. University Park, TX 75225FLOOR PLAN - LEVEL ONE214000360DESIGN DEVELOPMENTPZ111Highland Park Independent School DistrictHyer Elementary School Rebuild2018.12.053/32" = 1'-0"PZ111A1FLOOR PLAN - LEVEL ONE
STAIRSTAIRSTAIRRESOURCETLTTLTCLASSROOMCLASSROOMCLASSROOMCLASSROOMCLASSROOMGRADE STORAGEIDFCUSTTAGCLASSROOMCLASSROOMCLASSROOMCLASSROOMCLASSROOMCLASSROOMCLASSROOMCLASSROOMCLASSROOMGIRLSBOYSGIRLS BOYSIDFFLEXFLEXFLEXCLASSROOMCLASSROOMCLASSROOMCLASSROOMCLASSROOMCLASSROOMSTAIRELECTCUSTTLTTLTELECTBROADCASTCLASSROOMTECHELEVCORRIDORCORRIDORCORRIDORCORRIDORROOF BELOWOPEN TO BELOWOPEN TO BELOWThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.Copyright Reserved1AORIGINAL SHEET - ARCH E1 23456BCDEPRELIMINARYNOT FOR CONSTRUCTIONNot for permits, pricing or other official purposes. This document has not been completed or checked and is for general information or comment only.RevisionByAppdYYYY.MM.DDIssuedByAppdYYYY.MM.DDDrawing No.RevisionProject No.TitleScaleClient/ProjectClient/Project LogoPermit/SealConsultantNotesFRANCES GOODING, AIA11/9/2018 12:09:58 PM3/32" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc.5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 • www.stantec.com3920 Caruth Blvd. University Park, TX 75225FLOOR PLAN - LEVEL TWO214000360DESIGN DEVELOPMENTPZ121Highland Park Independent School DistrictHyer Elementary School Rebuild2018.12.053/32" = 1'-0"PZ121B1FLOOR PLAN - LEVEL TWO
The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.Copyright Reserved1AORIGINAL SHEET - ARCH E1 23456BCDEPRELIMINARYNOT FOR CONSTRUCTIONNot for permits, pricing or other official purposes. This document has not been completed or checked and is for general information or comment only.RevisionByAppdYYYY.MM.DDIssuedByAppdYYYY.MM.DDDrawing No.RevisionProject No.TitleScaleClient/ProjectClient/Project LogoPermit/SealConsultantNotesFRANCES GOODING, AIA11/9/2018 12:10:18 PM3" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc.5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 • www.stantec.com3920 Caruth Blvd. University Park, TX 75225RENDERINGS214000360DESIGN DEVELOPMENTPZ200Highland Park Independent School DistrictHyer Elementary School Rebuild2018.12.053" = 1'-0"PZ2001Caruth Entry3" = 1'-0"PZ2002Colgate Perspective3" = 1'-0"PZ2003Academic Courtyard3" = 1'-0"PZ2004Academic Elevation
COLGATE AVENUE(50' PUBLIC RIGHT-OF-WAY)CARUTH BOULEVARD(80' PUBLIC RIGHT-OF-WAY)TULANE BOULEVARD(60' PUBLIC RIGHT-OF-WAY)PICKWICK LANE(60' PUBLIC RIGHT-OF-WAY)A1B1C1C3B3A3D3D1E1The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.Copyright Reserved1AORIGINAL SHEET - ARCH E1 23456BCDEPRELIMINARYNOT FOR CONSTRUCTIONNot for permits, pricing or other official purposes. This document has not been completed or checked and is for general information or comment only.RevisionByAppdYYYY.MM.DDIssuedByAppdYYYY.MM.DDDrawing No.RevisionProject No.TitleScaleClient/ProjectClient/Project LogoPermit/SealConsultantNotesFRANCES GOODING, AIA11/9/2018 12:13:15 PM1" = 80'-0"<Pick location in Project Information>Stantec Architecture Inc.5717 Legacy Drive Suite 250Plano, TX 75024-4246Tel: (214) 473-2400 • www.stantec.com3920 Caruth Blvd. University Park, TX 75225PERSPECTIVES FOR RTUS214000360DESIGN DEVELOPMENTPZ210Highland Park Independent School DistrictHyer Elementary School Rebuild2018.12.051" = 80'-0"PZ210D6PERSPECTIVE KEYPZ210A1NW CORNER OF COLGATE/PICKWICKPZ210A3COLGATE TOWARDS BUILDINGPZ210B1NE CORNER OF COLGATE/TULANEPZ210B3VIEW FROM PLAYFIELDSPZ210C1SE CORNER OF TULANE/CARUTHPZ210C3SW CORNER OF CARUTH/PICKWICKPZ210D1COURTYARD LOOKING WESTPZ210D3COURTYARD LOOKING EASTPZ210E1PZ_RTUVIEW9