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HomeMy WebLinkAboutPZ Res 2025-02-0107 Public Storage, Preliminary Site PlanPROP DRIVE-UP STORAGE ±5,900 SF 1 STORY / 12 FT 19 UNITS PR O P D R I V E - U P S T O R A G E ±3 0 1 5 S F 1 S T O R Y / 1 2 F T 14 U N I T S 24 2 ' 185.5' 7 5 5' SIDE SETBACK 10 ' R E A R S E T B A C K 10 ' R E A R S E T B A C K 25 ' F R O N T S E T B A C K 5' SIDE SETBACK PROP ROW DEDICATION FUTURE ROW TO BE DEDICATED BY OTHERS 59. 5 ' 11 ' 8' 9' 8'20'21.3' 191.3' 31 . 3 ' 14 1 . 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' 8 6 64 ' 9' 5 PROP CALL BOX 12' OFF OF GATE PROP SCREENING WALL. 8' TALL MADE OF BRICK MASONRY FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFL FLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL PROP CALL BOX 12' OFF OF GATE PROP TRASH ENCLOSURE 8' TALL MADE OF BRICK MASONRY PROP ADA MARKING & SIGN PROP 'STOP' BAR + 'STOP' SIGN PROP 'STOP' BAR + 'STOP' SIGN 10 ' PROP ADA MARKING & SIGN PROP SLIDING GATE. 8' TALL MADE OF TUBULAR STEEL PR O P D E T E N T I O N P O N D 6.5' 8'6' 21 . 8 ' 10' 54'9'9' 5 9' 20' 20' PROP CONCRETE BOLLARD (TYP.) PROP CONCRETE BOLLARD (TYP.) PROP CONCRETE PAVEMENT PROP SELF STORAGE ±44,769 SF 3 STORIES / 40FT (GFA ±134,307 SF) FFE = 734.00 1,012 UNITS 30' R 30'R 30'R 30'R 30 ' R 30'R 74'R 126'R 100'R 100'R 30'R 15'R 15'R 56'R 10 ' 9' 10 ' 9' PROP DIRECTIONAL ARROWS (TYP.) PROP SPLIT SLIDING GATE. 8' TALL MADE OF TUBULAR STEEL PROP POND ACCESS PATH 9' LA N D S C A P E A R E A 10' 10' 10 ' L A N D S C A P E B U F F E R LANDSCAPE AREA VISIBILITY ACCESS MAINTENANCE EASEMENT (TYP.) PROP CONCRETE PAVEMENT 13 1 . 3 ' 21.3' 10 ' 2. 1 ' PR O P D R I V E - U P S T O R A G E ±3 0 1 5 S F 1 S T O R Y / 1 2 F T 13 U N I T S 5 2. 4 ' PROP RISER ROOM REMAINDER OF CALLED: 226.62 ACRES QJR PARTNERSHIP, LTD. A TEXAS LIMITED PARTNERSHIP VOLUME 5106, PAGE 2380 (D.R.C.C.T.) NO ADDRESS 213,034.52 SQ. FT. OR 4.89 ACRES JOHN ELLETT SURVEY ABSTRACT NO. 296 P.O.B. ZONE X CO U N T Y R O A D 3 7 0 S89°30'04"W 500.72' S0 0 ° 3 1 ' 4 0 " E 4 3 3 . 3 8 ' N89°28'47"E 422.77' N0 1 ° 0 6 ' 2 3 " W 3 7 3 . 2 1 ' S S S S S S S S S S S S S S S S S S S S S S S S S S S 73 3 73 0 73 1 732 73 0 72 9 73 1 73 2 73 3 728 729 730 729 731 732 73 3 733 72 5 72 5 730 725 734 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW WW S S S S S S S S S S S S S S S S S SS S S S S S S S CONNECT TO PROP 16" WATER MAIN (CONTRACTOR TO FIELD VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION) INSTALL: 1 - 16" X 8" TEE S S CONNECT TO FUTURE SAN SEWER MAIN (TO BE CONSTRUCTED BY OTHERS) (CONTRACTOR TO FIELD VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION) INSTALL: 1 - 4' DIA. MH CONNECT TO FUTURE SAN SEWER MAIN (TO BE CONSTRUCTED BY OTHERS) (CONTRACTOR TO FIELD VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION) INSTALL: 1 - 4' DIA. MH W W W W WW PR O P 8 " W A T E R L I N E PROP 8" WATER LINE PROP 8" WATER LINE PROP 6" SANITARY SEWER LINE PR O P 6 " S A N I T A R Y S E W E R L I N E PROP 6" SANITARY SEWER LINE 6" SANITARY SEWER P.O.C. PROP ±405 LF OF SANITARY SEWER 6" SANITARY SEWER P.O.C.INSTALL: 1 - 6" FIRE SERVICE CONNECTION INSTALL: 1 - 2" DOMESTIC SERVICE CONNECTION INSTALL: 1 - 2" DOMESTIC METER INSTALL: 1 - 6" FIRE SERVICE CONNECTION INSTALL: 1 - 6" FIRE SERVICE CONNECTION INSTALL: 1 - 16" X 8" TEE PR O P 1 6 " W A T E R L I N E PR O P 1 6 " W A T E R L I N E PR O P 1 6 " W A T E R L I N E PR O P 1 6 " W A T E R L I N E PR O P 2 4 " S A N S E W E R MA I N ( B Y O T H E R S ) PR O P 2 4 " S A N S E W E R M A I N ( B Y O T H E R S ) PR O P 2 4 " S A N S E W E R M A I N ( B Y O T H E R S ) WM INSTALL: 1 - 2" IRRIGATION METER AND STUB WM PROP 10'x10' WATER EASEMENT PROP 5'x10' WATER EASEMENT PROP 10'x10' WATER EASEMENT PROP 10'x10' WATER EASEMENT PROP 20'x20' WATER EASEMENT PROP VARIABLE WATER EASEMENT INSTALL: 1 - 6" FIRE SERVICE CONNECTION PROP 10'x10' WATER EASEMENT PROP 10'x10' WATER EASEMENT RI D G E RID G E RIDGE RIDGE RID G E PROP 18" SD PR O P 2 4 " S D PR O P 1 8 " S D PROP 24" SD PROP 12" SD PROP 12" SD PROP 4" SD PRO P 1 8 " S D PROP 24" SD PROP 24" SD PROP 24" SD PRO P 2 4 " S D PR O P 1 8 " S D PR O P 4 " S D PR O P 4 " S D PR O P 1 2 " S D PR O P 1 2 " S D ±55 L F 4 8 " S D PR O P 2 4 " S D PR O P 2 4 " S D PROP 24" SD PRO P 2 4 " S D D DD D D D D D D PROP 4'x4' GRATE INLET PROP 4' STORM MANHOLE PROP 4'x4' GRATE INLET PROP 4' STORM MANHOLE PROP 5' CURB INLET PROP 4' STORM MANHOLE PROP 18" SD PROP 4'x4' GRATE INLET PROP SDPROP 4" SDPROP 4" SDPROP 4" SD PROP 4'x4' GRATE INLET PROP 4'x4' GRATE INLET PROP 18" SD PROP 4'x4' GRATE INLET PROP 5' CURB INLET PROP 5' CURB INLET PROP 4" SD PROP 4" SD PROP 4" SD PROP 4" SD PROP 4" SD PROP 4" SD PROP 4" SD PROP 4' STORM MANHOLE PROP 4' STORM MANHOLE PROP 4' STORM MANHOLE PROP HEADWALL W/ RIP-RAP APRON PROP OUTFALL CONTROL STRUCTURE PROP HEADWALL W/ RIP-RAP APRON PROP HEADWALL W/ RIP-RAP APRON PROP 18" SD PROP PLUG FOR FUTURE CONNECTION PROP DRAINAGE EASEMENT 1.55 ACRES PROP 12" SD PROP 12" SD PROP 12" SD PROP 4" SD 72 7 72 8 72 4 72 9 72 8 72 7 72 6 72 7 72 8 72 9 72 8 72 7 72 6 72 5 72 4 72 6 72 7 72 8 72 9 73 0 73 1 73 2 72 4 732 731 731 732 733 73 3 SP 25-0001 SITE PLAN 0 SCALE:1" = 30' 30 307.515 THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY SITE SITE DATA ZONING LAND USE LOT AREA (SQFT & ACRES) BUILDING FOOTPRINT AREA (SQFT) TOTAL BUILDING AREA (SQFT) BUILDING HEIGHT (# STORIES) BUILDING HEIGHT (FT) LOT COVERAGE (%) PARKING RATIO 1 SPACE PER 30 UNITS REQUIRED PARKING (# SPACES)36 SPACES ACCESSIBLE PARKING REQUIRED (# SPACES)2 2 GENERAL SITE DATA PARKING TOTAL PROVIDED PARKING (# SPACES) ACCESSIBLE PARKING PROVIDED (# SPACES) 21% 40FT 3 STORIES 134,307 SQFT 44,769 SQFT 213,034 SQFT / 4.89 ACRES SELF-STORAGE C-2 REGIONAL COMMERCIAL 46 SPACES PROPERTY LINE LEGEND PROPOSED EASEMENT LINE SETBACK LINE CURB DEPRESSED CURB UTILITY POLE TYPICAL SIGN PARKING COUNT CONTOUR SANITARY LINE WATER LINE ELECTRIC LINE 190 E G OH W S GAS LINE OVERHEAD WIRE STORM SEWER FIRE HYDRANT ASSEMBLY SANITARY MANHOLE STORM MANHOLE C/O WATER VALVE WATER METER GAS VALVE TYPICAL END SECTION ENDWALL GRATE INLET CURB INLET CLEANOUT X S D WM GV REMOTE FDC ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1/8/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ T X A 2 4 0 1 4 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - T X A 2 4 0 1 4 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 S I T E MS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: TXA240142.00-0A AAA JJB 1/8/2025 P-CIVL-SITE CONSTRUCTION DOCUMENTS CLIENT PROPOSED SELF-STORAGE FACILITY QJR PARTNERSHIP, LTD A TEXAS LIMITED PARTNERSHIP VOLUME 5106, PAGE 2380 ALTA/NSPS LAND TITLE SURVEY 4.890 TRACT, ABSTRACT NO. 296 COLLIN COUNTY ANNA, TX ALWAYS CALL 811 It's fast. It's free. It's the law. ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 2600 NETWORK BLVD., SUITE 310 FRISCO, TX 75034 Phone:(469) 458-7300 TX@BohlerEng.com TBPE NO. 18065 | TBPLS NO. 10194413 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R J a n 2 1 , 2 0 2 5 PROJECT BENCHMARKS BM #1 X-CUT SET ON TOP BACK OF CURB ON THE SOUTHEAST CORNER OF A CONCRETE DRIVE FOR ROSAMOND PARKWAY ROAD, LOCATED ± 55 FEET SOUTHWEST OF A SIGN AND ± 30 FEET NORTHWEST OF A POWER POLE. ELEVATION = 739.37 FEET BM #2 MAG NAIL SET IN ASPHALT ROAD (COUNTY ROAD 370), LOCATED ± 75 FEET NORTHWEST OF A POWER POLE AND ± 50 FEET SOUTHWEST OF A SIGN (ARROW). ELEVATION = 733.12 FEET W E S NA D 8 3 NA D 8 3 ADA ACCESSIBILITY NOTES: 1.ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE 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 REQUIREMENTS FOR 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 OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE 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 PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 5.ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER’S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE 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 SHOW THE BOUNDARIES OF THE FIRE LANE. THE WORDS “NO PARKING FIRE LANE” OR “FIRE LANE NO PARKING” SHALL APPEAR IN FOUR-INCH (4") WHITE LETTERS AT LEAST THIRTY (30) FEET INTERVALS ON THE RED BORDER MARKINGS ALONG BOTH SIDES OF THE FIRE LANES. WHERE A CURB IS AVAILABLE, THE STRIPPING SHALL BE ON THE VERTICAL FACE OF THE CURB SITE 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 NOT LIMITED TO, UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED 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 SURVEY PREPARED BY A LAND SURVEYOR. 5.THE PROPERTY AREA IS LOCATED WITHIN AN AREA OF MINIMAL FLOOD HAZARD (ZONE X) BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD MAP, NUMBER 48339C0485G, DATED 04/02/2014. 6. PROPOSED FIRE LANES SHALL BE CONSTRUCTED TO LOCAL, STATE, AND IFC REQUIREMENTS. US H W Y 7 5 ROSAMOND PKWY CR 3 7 0 SITE W E S NA D 8 3 NA D 8 3 VICINITY MAP N.T.S. CURRENT PROPOERTY OWNER CONTACT INFORMATION NAME/COMPANY: AREA ANNA LLC ADDRESS: 7557 RAMBLER RD STE 970 CITY: DALLAS STATE: TEXAS EMAIL: RJORDAN@AVIDREA.COM PHONE: 214.379.1043 WATER METER SCHEDULE METER TYPE METER SIZE QUANTITY DOMESTIC 2 INCH 1 IRRIGATION 2 INCH 1 NOTES PROPOSED PROPOSED