Loading...
HomeMy WebLinkAboutPZ Res 2025--06-0172 Public Storage, Site Plan (SP 25-0005)PROP DRAINAGE EASEMENT EXTENDS TO PROPERTY LINE (1.51 AC) D D D D PROP 8.9 SY RIP-RAP D50=3", 0.56" THICK JOHN ELLETT SURVEY ABSTRACT NO. 296 ZONE X 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 ' CALLED: ABS A0296 JOHN ELLETT SURVEY, TRACT 12, 4.89 ACRES OWNER: AREA ANNA LLC PROPERTY ID: 2928735 PROP SAWCUT PROP SAWCUT BU D D Y H A Y E S B L V D N 0 0 ° 3 1 ' 1 3 " W 6 0 . 0 2 ' N89°28'47"E 81.71' PROP EASEMENT FOR FUTURE ROW 68.4' 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 FF E = 7 3 3 . 0 0 14 U N I T S 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 FF E = 7 3 3 . 0 0 13 U N I T S PROP SELF STORAGE ±44,769 SF 3 STORIES / 40FT (GFA ±134,307 SF) FFE = 734.00 1,012 UNITS 26 ' 24'24' 40' 40' 26 ' 28.8' 31.8' VISIBILITY ACCESS MAINTENANCE EASEMENT (TYP.) 8" SAN PVC 8" S A N S E W E R 6" SAN SEWER 79 . 2 ' 3:1 SLOPE MAX 3:1 SLOPE MAX 3:1 SLOPE MAX 3:1 SLO P E MAX 3:1 SLO P E MAX 3: 1 S L O P E MA X 34 0 ' T O R O S A M O N D P A R K W A Y I N T E R S E C T I O N 21 . 3 ' 64.1' PROP DRIVE-UP STORAGE ±5,900 SF 1 STORY / 12 FT FFE = 733.00 19 UNITS PROP ACCESS, UTILITY, GRADING, AND DRAINAGE ROADWAY WIDENING EASEMENT (172' x 14') BUILDING B PROP DRIVE-UP STORAGE ±5,900 SF 1 STORY / 12 FT FFE = 733.50 19 UNITS BU I L D I N G C 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 FF E = 7 3 3 . 7 0 14 U N I T S 24 2 ' 185.5' 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 5' SIDE SETBACK 5 6 PROP TRASH ENCLOSURE 8' TALL MADE OF BRICK MASONRY PROP ADA MARKING & SIGN PR O P P O N D 4 BLOCK A, LOT 1 BUILDING A 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 5' R 30'R 74'R 126'R 100'R 100'R 30'R 56'R LA N D S C A P E A R E A 10 ' L A N D S C A P E B U F F E R LANDSCAPE AREA VISIBILITY ACCESS MAINTENANCE EASEMENT (TYP.) BU I L D I N G D 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 FF E = 7 3 3 . 7 0 13 U N I T S 5 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 FL 30'R 30'R 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 FL FL FL FL FL FL FL FL FL FL FL FL FL PROP 'STOP' BAR & 'STOP' SIGN (TYP) PROP 40' ROW DEDICATION PROP RETAINING WALL MAX HEIGHT 2.50' (DESIGN BY OTHERS) PROP DIRECTIONAL ARROWS (TYP) 5' NO PARKING LOADING ZONE NO P A R K I N G LOADING ZONE LO A D I N G Z O N E LO A D I N G Z O N E 5' R 30'R PROP DRIVEWAY ACCESS (SEE DETAIL ON C-905) PROP CONCRETE APRON PROP CURB TAPER AND BREAK AT GATE (TYP) 25 ' F R O N T S E T B A C K LOBBY LOBBY RISER ROOM PROP (2) CONCRETE BOLLARDS AT GATE (TYP) PROP 40' ACCESS, UTILITY, GRADING, DRAINAGE EASEMENT PROP ADA MARKING & SIGN 12.5'12.5' 70 0 ' R 70 0 ' R 12.5'12.5' 6 PROP BFR (TYP) PROP ASPHALT PAVEMENT ROAD WIDENING AND STRIPING SEE SHEET(C-601)6 8 15 ' R 25 ' R 10' 9' (T Y P ) 191.3' 31 . 3 ' 14 1 . 3 ' 9. 4 ' 20 ' (T Y P ) 10 ' (T Y P ) 22' (TYP) 22 ' (T Y P ) 10' 64 ' 6.5' 8'6' 21 . 8 ' 10' (TYP) 54'9' (TYP) 20' (TYP) 20' 9' (TYP) 20' 13 1 . 3 ' 21.3' 10 ' 40' 24.1' 5' 20 ' (T Y P ) 10' (TYP) 22 ' (T Y P ) 40 . 7 ' 9. 5 ' 8'20' (TYP) 21.3'26' 26 ' 13.5' 26 ' 8'8' 9' (T Y P ) 10 ' 9' (T Y P ) 21.3' 10 . 5 ' 10 ' 26.5' 35 . 1 ' 10 ' 10' 10 ' 10'6' 11 ' 8' 5' 9' 10 ' 6' 24' 15 ' 35.3' R 10' PROP SLIDING GATE. 7' TALL MADE OF TUBULAR STEEL PROP CALL BOX 12' OFF OF GATE PROP 7' MASONRY SCREEN WALL PROP CALL BOX 12' OFF OF GATE PROP SLIDING GATE 7' TALL MADE OF TUBULAR STEEL PROP (7) CONCRETE BOLLARDS AT 10' O.C. AT LOADING ZONE GRAVEL MAINTENANCE PATH PROP CALL BOX 12' OFF OF GATE PROP 7' FENCE PROP 7' FENCE PROP SWINGING GATE 7' TALL MADE OF TUBULAR STEEL PROP PEDESTRIAN GATE PROP 7' FENCE PROP CONCRETE GATE TRACK PROP TRAFFIC BARRICADE (TXDOT TYPE 3) PROP (6) CONCRETE BOLLARDS AT 6' O.C. AT PARKING SPACES PROP (8) CONCRETE BOLLARDS AT 6' O.C. AT PARKING SPACES PROP (6) CONCRETE BOLLARDS AT 10' O.C. AT LOADING ZONE PROP (15) CONCRETE BOLLARDS BETWEEN EACH UNIT PROP (14) CONCRETE BOLLARDS BETWEEN EACH UNIT PROP (20) CONCRETE BOLLARDS BETWEEN EACH UNIT PROP (10) CONCRETE BOLLARDS AT 6' O.C. AT PARKING SPACES PROP (8) CONCRETE BOLLARDS AT 6' O.C. AT PARKING SPACES PROP (9) CONCRETE BOLLARDS AT 6' O.C. AT PARKING SPACES PROP CONCRETE GATE TRACK PROP 2'x2' GRATE INLET PROP 4' STORM MANHOLE PROP 2'x2' GRATE INLET PROP 10' CURB INLET PROP 2'x2' GRATE INLET PROP 2'x2' GRATE INLET PROP 8' CURB INLET PROP 4' STORM MANHOLE PROP MITERED HEADWALL (TYP) PROP OUTFALL CONTROL STRUCTURE 6" SANITARY SEWER P.O.C. PROP 4' TYPE 'S' SANITARY SEWER MANHOLE PROP 4' SAN SEWER MANHOLE S S S S S S S S S S S S S S S W PR O P 8 " W A T E R L I N E PROP 8" WATER LINE PROP 8" WATER LINE 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 WM S S S S S S S S S S S S S S S S S S S PROP 20' SAN SEWER EASEMENT W W W W W W W W W W W W W W W W W W W W PROP 10'x10' WATER EASEMENT PROP 10'x10' WATER EASEMENT PROP 10'x10' WATER EASEMENT PROP 10'x10' WATER EASEMENT 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 WWWWWWWWWWWW WM INSTALL: 1 - 16" X 8" TEE 1 - 16" BUTTERFLY VALVE 1 - 8" GATE VALVE PROP 6" FIRE SERVICE CONNECTION REF MEP PLANS INSTALL: 1 - 2" DOMESTIC SERVICE CONNECTION INSTALL: 1 - 1" IRRIGATION METER 1 - BACKFLOW PREVENTER REF IRRIGATION PLANS FOR CONTINUATION INSTALL: 1 - 16" X 8" TEE 1 - 16" BUTTERFLY VALVE 1 - 8" GATE VALE INSTALL: 1 - 2" DOMESTIC METER INSTALL: 2 - 45° BEND INSTALL: 2 - 45° BEND INSTALL: 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 22 LF 6" PVC 1 - FIRE HYDRANT INSTALL: 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 25 LF 6" PVC 1 - FIRE HYDRANT INSTALL: 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 25 LF 6" PVC 1 - FIRE HYDRANT INSTALL: 2 - 2" SADDLE INSTALL: 1 - 8" X 6" TEE 1 - 6" GATE VALVE 18 LF 6" PVC 1 - FIRE HYDRANT INSTALL: 1 - 16" END CAP AND BLOW-OFF VALVE PROP 6" FDC CONNECTION REF MEP PLANS INSTALL: 1 - 8" X 6" TEE 1 - 8" GATE VALVE 1 - 6" FIRE SERVICE CONNECTION REMOVE CAP AND BLOW OFF ASSEMBLY AND CONNECT TO EXISTING 16" WATER MAIN C/O PROP 10'x10' WATER EASEMENT PROP 2'x2' GRATE INLET EX ASPHALT PAVEMENT PROP DRIVEWAY PROP DRIVEWAY PROP 18" SD PR O P 1 8 " S D PROP 18" SD PROP 8 " S D PRO P 1 8 " S D PROP 24" SD PR O P 2 4 " S D PR O P 1 8 " S D PROP 24" SD PR O P 2 4 " S D PRO P 8 " S D PROP 6" SD PROP 6" SD PROP 6" SD PROP 6" SD PRO P 1 2 " S D PROP 6" SD PROP 6" SD PROP 6" SD PROP 8" SD PROP 8 " S D PROP 6" SD PROP 24" SD 732 73 3 73 0 73 1 73 2 73 3 730 728 729 730 729 731 732 72 5 72 5 72 4 72 6 72 6 72 7 72 7 72 8 72 8 72 9 72 9 72 9 72 8 72 7 732 731 734 731 730 729 728 72 5 73 0 72 4 72 6 72 7 72 8 72 9 73 1 730 731 732 N B U D D Y H A Y E S B L V D U.S . H W Y 7 5 ROSAMOND PKWY C.R . 3 7 0 SP 25-0005 SITE PLAN 0 SCALE:1" = 30' 30 307.515 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) 26.6% 40 / 12 / 12 /12 FT 3 / 1 / 1 / 1 STORIES 134,307 / 5,900 / 3,015 / 3,015 = 146,237 SQFT 44,769 / 5,900 / 3,015 / 3,015 = 56,699 SQFT 213,034 SQFT OR 4.89 ACRES SELF-STORAGE C-2 REGIONAL COMMERCIAL 45 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 FIRE LANE X S D WM GV REMOTE FDC CONCRETE BOLLARD FL CLEANOUT OVERHEAD DOOR REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 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 \ F I N A L S I T E P L A N \ 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 P L A N SS 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 MBS / SAS DOC 4/09/2025 P-CIVL-SITE CONSTRUCTION DOCUMENTS CLIENT PROPOSED SELF-STORAGE FACILITY ABS A0296 JOHN ELLETT SURVEY, TRACT 12, 4.89 ACRES AREA ANNA LLC PROPERTY ID: 2928735 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 M a y 2 7 , 2 0 2 5 PLANS PREPARED BY FOR REVIEW PURPOSES ONLY DEAN CARDWELL LICENSE NUMBER: 115432 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. W E S NA D 8 3 NA D 8 3 VICINITY MAP SCALE: 1" = 1000' CURRENT PROPERTY 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 1 INCH 1 NOTES PROPOSED PROPOSED SITE PLAN PUBLIC STORAGE BLOCK A, LOT 1 4.89 ACRES CITY OF ANNA, COLLIN COUNTY, TEXAS JOHN ELLET SURVEY, ABSTRACT NO. 296 4/9/25 HATCH LEGEND PROP CONCRETE PAVEMENT AT BUDDY HAYES BLVD PROP CONCRETE SIDEWALK PAVEMENT (STANDARD DUTY) PROP HEAVY DUTY CONCRETE PAVEMENT PROP CONCRETE PAVEMENT AT TRASH ENCLOSURE PROP STANDARD DUTY CONCRETE PAVEMENT PROP GRAVEL PATH PROP ASPHALT PAVEMENT AT BUDDY HAYES BLVD CITY APPROVAL STAMPS 4-LANE UNDIVIDED COLLECTOR B-B 40' ROW 49' B-B R. O . W . 15.5'15.5' 24.5'24.5' 2%2% 2% 3'6' 25' B-B 12'12.5' PROFILE GRADE LINE (PGL) AT TOP OF CURB (LT) INSTALL 6' MIN. SIDEWALK WHERE SHOWN ON THESE PLANSFOR COLLECTOR ROADS, 8 INCH LIME-TREATED SUBGRADE REQUIRED, MINIMUM THICKNESS OF REINFORCED CONCRETE PAVEMENT SHALL BE NO LESS THAN EIGHT (8) INCHES REINFORCED WITH NO. 4 BARS AT 18 INCH CENTERS BOTH WAYS. PROPOSED CURB 1' 1' (40MPH DESIGN SPEED - 2 LANE PROPOSED WITH THIS PLAN) 40' ROW DEDICATED BY OTHERS 6' 2% 3'6'6' APPROVED June 13, 2025 PLANNING DEPARTMENT CITY OF ANNA