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HomeMy WebLinkAboutPZ Res 2025-02-0107 Public Storage, Preliminary Site PlanPROP DRIVE-UP STORAGE±5,900 SF1 STORY / 12 FT19 UNITSPROP DRIVE-UP STORAGE ±3015 SF 1 STORY / 12 FT 14 UNITS 242'185.5'755' SIDE SETBACK10' REAR SETBACK 10' REAR SETBACK 25' FRONT SETBACK5' SIDE SETBACKPROP ROWDEDICATIONFUTURE ROW TO BEDEDICATED BY OTHERS59.5'11'8'9'8'20'21.3'191.3'31.3' 141.3'26'9.4'26'15'3.8'10'5'7.9'20'31.5'12'20'26'15'8'8'10'10'22'22'10'8664'9'5PROP CALL BOX12' OFF OF GATEPROP SCREENING WALL.8' TALL MADE OF BRICK MASONRYFL FLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL PROP CALL BOX12' OFF OF GATEPROP TRASH ENCLOSURE8' TALL MADE OF BRICK MASONRYPROP ADAMARKING & SIGNPROP 'STOP' BAR +'STOP' SIGNPROP 'STOP' BAR +'STOP' SIGN10'PROP ADAMARKING & SIGNPROP SLIDING GATE.8' TALL MADE OF TUBULAR STEELPROP DETENTION POND 6.5'8' 6'21.8'10'54'9'9'59'20'20'PROP CONCRETEBOLLARD (TYP.)PROP CONCRETEBOLLARD (TYP.)PROP CONCRETE PAVEMENTPROP SELF STORAGE±44,769 SF 3 STORIES / 40FT(GFA ±134,307 SF)FFE = 734.001,012 UNITS30'R30'R30'R30'R30'R 30'R 74'R126'R100'R100'R30'R15'R15'R56 ' R 10'9'10'9'PROP DIRECTIONALARROWS (TYP.)PROP SPLITSLIDING GATE.8' TALL MADE OFTUBULAR STEELPROP PONDACCESS PATH9'LANDSCAPE AREA 10'10'10' LANDSCAPE BUFFER LANDSCAPE AREAVISIBILITY ACCESSMAINTENANCE EASEMENT (TYP.)PROP CONCRETE PAVEMENT131.3'21.3'10'2.1' PROP DRIVE-UP STORAGE ±3015 SF 1 STORY/ 12 FT 13 UNITS52.4'PROP RISER ROOMREMAINDER OF CALLED: 226.62ACRESQJR PARTNERSHIP, LTD.A TEXAS LIMITEDPARTNERSHIPVOLUME 5106, PAGE 2380(D.R.C.C.T.)NO ADDRESS213,034.52 SQ. FT. OR4.89 ACRESJOHN ELLETTSURVEYABSTRACT NO.296P.O.B.ZONE XCOUNTY ROAD 370 S89°30'04"W 500.72'S00°31'40"E 433.38'N89°28'47"E 422.77'N01°06'23"W 373.21'SSSSSSSSSSSSSSSSSSSSSSSSSSS733730731732730729731732733728729730729731 732733 733725 725 730725734WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSS S S SSSSSSSSSCONNECT TO PROP 16" WATER MAIN(CONTRACTOR TO FIELD VERIFY EXACTHORIZONTAL AND VERTICAL LOCATION)INSTALL:1 - 16" X 8" TEESSCONNECT TO FUTURE SAN SEWER MAIN(TO BE CONSTRUCTED BY OTHERS)(CONTRACTOR TO FIELD VERIFY EXACTHORIZONTAL AND VERTICAL LOCATION)INSTALL:1 - 4' DIA. MHCONNECT TO FUTURE SAN SEWER MAIN(TO BE CONSTRUCTED BY OTHERS)(CONTRACTOR TO FIELD VERIFY EXACTHORIZONTAL AND VERTICAL LOCATION)INSTALL:1 - 4' DIA. MHW WWW WW PROP 8" WATER LINE PROP 8" WATER LINEPROP 8" WATER LINEPROP 6" SANITARY SEWER LINEPROP 6" SANITARY SEWER LINE PROP 6" SANITARY SEWER LINE6" SANITARYSEWER P.O.C.PROP ±405 LF OFSANITARY SEWER6" SANITARY SEWERP.O.C.INSTALL:1 - 6" FIRE SERVICECONNECTIONINSTALL:1 - 2" DOMESTICSERVICE CONNECTIONINSTALL:1 - 2" DOMESTICMETERINSTALL:1 - 6" FIRE SERVICECONNECTIONINSTALL:1 - 6" FIRE SERVICECONNECTIONINSTALL:1 - 16" X 8" TEEPROP 16" WATER LINE PROP 16" WATER LINEPROP 16" WATER LINEPROP 16" WATER LINE PROP 24" SAN SEWERMAIN (BY OTHERS)PROP 24" SAN SEWER MAIN (BY OTHERS)PROP 24" SAN SEWER MAIN (BY OTHERS)WMINSTALL:1 - 2" IRRIGATIONMETER AND STUBWMPROP10'x10' WATEREASEMENTPROP5'x10' WATEREASEMENTPROP10'x10' WATEREASEMENTPROP10'x10' WATEREASEMENTPROP20'x20' WATEREASEMENTPROPVARIABLE WATEREASEMENTINSTALL:1 - 6" FIRE SERVICECONNECTIONPROP10'x10' WATEREASEMENTPROP10'x10' WATEREASEMENTRIDGE RIDGERIDGERIDGERIDGEPROP 18" SDPROP 24" SDPROP 18" SD PROP 24" SDPROP 12" SDPROP 12" SDPROP 4" SDPROP 18" SDPROP 24" SDPROP 24" SDPROP 24" SDPROP 24" SDPROP 18" SD PROP 4" SD PROP 4" SD PROP 12" SDPROP 12" SD ±55 LF 48" SDPROP 24" SDPROP 24" SD PROP 24" SDPROP 24" SDDDDDDDDDDPROP 4'x4'GRATE INLETPROP 4' STORMMANHOLEPROP 4'x4'GRATE INLETPROP 4' STORMMANHOLEPROP 5' CURB INLETPROP 4' STORMMANHOLEPROP 18" SDPROP 4'x4'GRATE INLETPROP SDPROP 4" SDPROP 4" SDPROP 4" SDPROP 4'x4'GRATE INLETPROP 4'x4'GRATE INLETPROP 18" SDPROP 4'x4'GRATE INLETPROP 5' CURBINLETPROP 5' CURBINLETPROP 4" SDPROP 4" SDPROP 4" SDPROP 4" SDPROP 4" SDPROP 4" SDPROP 4" SDPROP 4' STORMMANHOLEPROP 4' STORMMANHOLEPROP 4' STORMMANHOLEPROP HEADWALL W/RIP-RAP APRONPROP OUTFALLCONTROL STRUCTUREPROP HEADWALL W/RIP-RAP APRONPROP HEADWALL W/RIP-RAP APRONPROP 18" SDPROP PLUGFOR FUTURECONNECTIONPROP DRAINAGE EASEMENT1.55 ACRESPROP 12" SDPROP 12" SDPROP 12" SDPROP 4" SD727 728724 729728727726 727 728 729 728727726725724 726 727 728 729 730 731 732 724 732731731732733733 SP 25-0001SITEPLAN0SCALE:1" = 30'30307.515THIS PLAN TO BE UTILIZED FOR SITELAYOUT PURPOSES ONLYSITESITE DATAZONINGLAND USELOT AREA (SQFT & ACRES)BUILDING FOOTPRINT AREA (SQFT)TOTAL BUILDING AREA (SQFT)BUILDING HEIGHT (# STORIES)BUILDING HEIGHT (FT)LOT COVERAGE (%)PARKING RATIO1 SPACE PER 30 UNITSREQUIRED PARKING (# SPACES)36 SPACESACCESSIBLE PARKING REQUIRED (# SPACES)22GENERAL SITE DATAPARKINGTOTAL PROVIDED PARKING (# SPACES)ACCESSIBLE PARKING PROVIDED (# SPACES)21%40FT3 STORIES134,307 SQFT44,769 SQFT213,034 SQFT / 4.89 ACRESSELF-STORAGEC-2 REGIONAL COMMERCIAL46 SPACESPROPERTY LINELEGENDPROPOSEDEASEMENT LINESETBACK LINECURBDEPRESSED CURBUTILITY POLETYPICAL SIGNPARKING COUNTCONTOURSANITARY LINEWATER LINEELECTRIC LINE190EGOHWSGAS LINEOVERHEAD WIRESTORM SEWERFIRE HYDRANT ASSEMBLYSANITARY MANHOLESTORM MANHOLEC/OWATER VALVEWATER METERGAS VALVETYPICAL END SECTIONENDWALLGRATE INLETCURB INLETCLEANOUTXSDWMGVREMOTE FDCORG. DATE -REVISIONSREVDATECOMMENTDRAWN BYCHECKED BY1/8/2025DISCLAIMER This drawing and/or file has been prepared by Bohler at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler makes noPROJECT No.:DRAWN BY:CHECKED BY:DATE:CAD I.D.:PROJECT:FORH:\2024\TXA240142.00\CAD\DRAWINGS\PLAN SETS\P-CIVL-SITE-TXA240142.00-0A----->LAYOUT: C-301 SITEMS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCYREVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTIONDOCUMENT UNLESS INDICATED OTHERWISE.SHEET NUMBER:SHEET TITLE:TXA240142.00-0AAAAJJB1/8/2025P-CIVL-SITECONSTRUCTIONDOCUMENTSCLIENTPROPOSEDSELF-STORAGE FACILITYQJR PARTNERSHIP, LTDA TEXAS LIMITED PARTNERSHIPVOLUME 5106, PAGE 2380ALTA/NSPS LAND TITLE SURVEY4.890 TRACT, ABSTRACT NO. 296COLLIN COUNTYANNA, TXALWAYS CALL 811It's fast. It's free. It's the law.ISSUED FOR MUNICIPAL &AGENCY REVIEW & APPROVAL2600 NETWORK BLVD., SUITE 310FRISCO, TX 75034Phone:(469) 458-7300TX@BohlerEng.comTBPE NO. 18065 | TBPLS NO. 10194413TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER Jan 21, 2025 PROJECT BENCHMARKSBM #1X-CUT SET ON TOP BACK OF CURB ON THE SOUTHEAST CORNER OFA CONCRETE DRIVE FOR ROSAMOND PARKWAY ROAD, LOCATED ±55 FEET SOUTHWEST OF A SIGN AND ± 30 FEET NORTHWEST OF APOWER POLE.ELEVATION = 739.37 FEETBM #2MAG NAIL SET IN ASPHALT ROAD (COUNTY ROAD 370), LOCATED ±75 FEET NORTHWEST OF A POWER POLE AND ± 50 FEETSOUTHWEST OF A SIGN (ARROW).ELEVATION = 733.12 FEETWESNAD83 NAD83ADA ACCESSIBILITY NOTES:1.ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALLHAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE).2.SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTSFOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2%CROSS SLOPE.3.IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE ROW OF A SITE, THE RUNNING SLOPE OFTHE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIESTO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKESURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK.4.IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKINGSPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADAREQUIREMENTS.5.ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER’S ATTENTIONIMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OFTHE NON COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST.6.ALL FIRE LANES SHALL BE MARKED BY PAINTED LINES OF RED TRAFFIC PAINT SIX (6) INCHES IN WIDTH TO SHOWTHE BOUNDARIES OF THE FIRE LANE. THE WORDS “NO PARKING FIRE LANE” OR “FIRE LANE NO PARKING” SHALLAPPEAR IN FOUR-INCH (4") WHITE LETTERS AT LEAST THIRTY (30) FEET INTERVALS ON THE RED BORDERMARKINGS ALONG BOTH SIDES OF THE FIRE LANES. WHERE A CURB IS AVAILABLE, THE STRIPPING SHALL BE ONTHE VERTICAL FACE OF THE CURBSITE NOTES:1.ALL CURB RADII ARE 3' UNLESS NOTED OTHERWISE.2.ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED.3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOTLIMITED TO, UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE INACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BEAPPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.4.THIS PLAN WAS PREPARED WITH SITE BOUNDARY, TOPOGRAPHY, UTILITY, AND ROAD INFORMATION TAKEN FROM A SURVEYPREPARED BY A LAND SURVEYOR.5.THE PROPERTY AREA IS LOCATED WITHIN AN AREA OF MINIMAL FLOOD HAZARD (ZONE X) BASED ON THE FEDERAL EMERGENCYMANAGEMENT AGENCY (FEMA) FLOOD MAP, NUMBER 48339C0485G, DATED 04/02/2014.6. PROPOSED FIRE LANES SHALL BE CONSTRUCTED TO LOCAL, STATE, AND IFC REQUIREMENTS.US HW Y 7 5 ROSAMOND PKWYCR 370 SITEWESNAD83 NAD83VICINITY MAPN.T.S.CURRENT PROPOERTY OWNER CONTACT INFORMATIONNAME/COMPANY: AREA ANNA LLCADDRESS: 7557 RAMBLER RD STE 970CITY: DALLASSTATE: TEXASEMAIL: RJORDAN@AVIDREA.COMPHONE: 214.379.1043WATER METER SCHEDULEMETER TYPEMETER SIZEQUANTITYDOMESTIC2 INCH1IRRIGATION2 INCH1NOTESPROPOSEDPROPOSED