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HomeMy WebLinkAboutPZ Res 2025-03-0119 Cover2 Anna, Block A, Lot 1, Preliminary Site PlanSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S SS S S S S S S S S S S S S S S S S S S S S S S S SS WWWWWWW 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 WWWWWWWWWWWWWW 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 WWWWW W W W W W W W W W WWW 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 WWW W W W W W W W W W WW W W XX CB L CB L CB L CB L CB L CB L CB L X XX X X 612749.740FIR58 GC EAGLE SURVEYING 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 8'' W 8''W 8''W 8'' W 8''W 8''W 8'' W 8''W 8''W 8'' W 8''W 8''W 8'' W 8''W 8''W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W G G G G X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE X X X X X X X X X OHEOHEOHEOHEOHEOHE X X ME A D O W GL E N R D . OHE OHE OHE OHE OHE OHE OHE 3 4 5 5 4 8 7 3 4 3 3 5 5 4 5 3 4 4 4 5 5 4 5 5 4 4 5 4 4 2 5 9 3 5 4 5 4 13 98 5 4 4 3 5 8 2 10 9 9 6 9 8 6 8 OHE OHE OHE OHE OHE OHE 5 637 4 4 4 2 4 4 8 5 5 4 5 GA R A G E GA R A G E GA R A G E GA R A G E GARAGEGARAGE GARAGE GARAGE GA R A G E GA R A G E GA R A G E GA R A G E GARAGEGARAGE GARAGE GARAGE GA R A G E GA R A G E GA R A G E GA R A G E GARAGEGARAGE GARAGE GARAGE GA R A G E GA R A G E GA R A G E GA R A G E GARAGEGARAGE GARAGE GARAGE GA R A G E GA R A G E GA R A G E GA R A G E GARAGEGARAGE GARAGE GARAGE GARAGE GARAGE GARAGEGARAGE GA R A G E GA R A G E GA R A G E GA R A G E GARAGEGARAGE GARAGE GARAGE GA R A G E GA R A G E GA R A G E GA R A G E GARA G E GARA G E GARA G E GARA G E GA R A G E GA R A G E GA R A G E GA R A G E GARAGEGARAGE GARAGE GARAGE GA R A G E GA R A G E GA R A G E GA R A G E GARAGEGARAGE GARAGE GARAGE GA R A G E GA R A G E GA R A G E GA R A G E GA R A G E GA R A G E GA R A G E GA R A G E GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGEGARAGE GA R A G E GA R A G E GA R A G E GA R A G E GA R A G E GA R A G E GA R A G E GA R A G E GARAGEGARAGE GARAGE GARAGE GA R A G E GA R A G E GA R A G E GA R A G E GARAGE GARAGEGARAGEGARAGE GARA G E GARA G E GARA G E GARA G E GA R A G E GA R A G E GA R A G E GA R A G E GA R A G E GA R A G E GA R A G E GA R A G E GARAGEGARAGE GARAGE GARAGE GAR A G E GAR A G E GAR A G E GAR A G E GAR A G E GAR A G E GAR A G E GAR A G E GARA G E GARA G E GARA G E GARA G E GA R A G E GA R A G E GA R A G E GA R A G E 6 FL FL FLFLFL FL FL FL FL FL FL FL FLFLFLFLFL FL FL FL FL FLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFL FL FL FL FL FL FL FL FL FL FLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFL FL FL FL GA R A G E GA R A G E GA R A G E GA R A G E GARAGE GARAGEGARAGEGARAGE GA R A G E GA R A G E GA R A G E GA R A G E GARAGE GARAGEGARAGEGARAGE GA R A G E GA R A G E GA R A G E GA R A G E GARAGE GARAGEGARAGEGARAGE GA R A G E GA R A G E GA R A G E GA R A G E GARAGE GARAGEGARAGEGARAGE 12 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 FLFLFLFL FL FL FL FL FL FL FL FL 11 11 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 8'' W 8''W 8''W 8'' W 8''W 8''W 8'' W 8''W 8''W 8'' W 8''W 8''W 8'' W 8''W 8''W CB L CB L CB L CB L CB L CB L CB L OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E R3 0 ' R30' R30 ' R30 ' R56 ' R3 0 ' R30' R3 0 ' R2 3 7 ' 20' REAR YARD SETBACK 10 ' S I D E Y A R D S E T B A C K 10 ' S I D E Y A R D S E T B A C K 50' CROSSTEX NORTH TEXAS PIPELINE, LP INST. NO. 20070112000260720, O.P.R.C.C.T. EX. 12" WATER R30 ' R3 0 ' R30' R19 3 ' R207' R1 0 0 ' R30 ' BUILDING 1 BUILDING 2 BUILDING 4 BUILDING 3 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 BUILDING 11 BUILDING 12 BUILDING 13 BUILDING 14 BUILDING 15 BUILDING 16 BUILDING 17 BUILDING 18 BUILDING 19 BUILDING 20BUILDING 21 BUILDING 22 18 . 0 ' (T Y P . ) 9.0' (TYP.)18 . 0 ' (T Y P . ) 112.1' 89.8' 19 . 3 ' 26 . 0 ' 23 . 0 ' 20 . 0 ' 237.3'58.7'34.2'26.0'18.0'23.8' 26 . 0 ' 22 . 0 ' 18 . 0 ' 10 . 0 ' PROP. 8' MASONRY DUMPSTER ENCLOSURE WITH SOLID METAL GATES 67.5' 67 . 5 ' 92 . 8 ' 55 . 2 ' 22 . 0 ' 26 . 0 ' 26.0'18.0'23.9'28.8'62.9'627.7' 13.5'18.0'26.0' 9.0 ' (T Y P . ) 18.0'(TYP . ) 56.0'56.0' 50.0'50.0' 9.0' (TYP.) 18 . 0 ' (T Y P . ) 26 . 0 ' (T Y P . ) 26 . 0 ' (T Y P . ) PROP. ACCESSIBLE PARKING, STRIPING AND SIGNAGE (TYP.) PROP. ACCESSIBLE PARKING, STRIPING AND SIGNAGE (TYP.) PROP. ACCESSIBLE PARKING, STRIPING AND SIGNAGE (TYP.) 26.0'(TYP . ) 18 . 0 ' 26 . 0 ' 10 . 8 ' 62 . 9 ' 79 . 4 ' 62 . 9 ' 12 3 . 0 ' 9.0' (TYP.) 18 . 0 ' (T Y P . ) 76.0' 26.0' (TYP . ) 18.0' (TYP . ) 10.0' 9.0 ' (T Y P . ) 93 . 1 ' 38.5' 26.7'62.9'13.5'18.0' 204.2' PROP. 5' SIDEWALK (TYP.) PROP. 5' SIDEWALK (TYP.) PROP. 5' SIDEWALK (TYP.) PROP. 5' SIDEWALK (TYP.) 88 . 3 ' 88 . 3 ' PR O P . M H PR O P . M H PR O P . M H PR O P . M H PR O P . M H PROP. MH PROP. MH PR O P . M H PROP. MH PROP. MHPROP. MH PROP . M H PR O P . M H PROP. MH PROP. MH PROP. MH PR O P . M H PROP. MH PR O P . M H PR O P . M H PROP. MHPROP. MH PROP. MH 9.0' (TYP.) PROP. MHPROP. MH PR O P . M H PROP. GI PROP. GI PROP. CI PROP. CI PROP. CI PR O P . C I PR O P . C I PR O P . G I PROP. GI PROP. GI PROP. GI PROP. CI PROP. GI PROP. GI PROP. GI PROP. GI PROP. GI PR O P . G I PROP. GIPROP. GI PROP. GI PROP. GI PROP. GI PROP. GI PROP. GI PROP. GI PROP. GI PROP. CI PROP. CI PROP. CI PROP. WET POND PROP. FH PROP. FH PROP. FH PROP. FH PROP. FH PROP. FDC PROP. FH 8.0' 26.0'N.P O W E L L P A R K W A Y ST A T E H I G H W A Y 5 (V A R I A B L E W I D T H R . O . W . ) PROP. TRAIL (BY OTHERS)PROP. TRAIL EASEMENT EX. GAS LINE PROP.COMMERCIAL LOTS BY OTHERS. SHOWN ONLY FOR REFERENCE ZONED: C-2 10 ' S I D E Y A R D S E T B A C K 752 75 0 752 754 75 6 75 8 75 6 754 75 4 75 2 752 75 1 EX. SINGLE FAMILY DEVELOPMENT ZONED: PD-R PROP. SIDEWALK 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 26.0' PROP. FH PROP. FDC PROP. FH PROP. WM PROP. FH PROP. FH PROP. FDC PROP. FH PROP. FDC PROP. FH PROP. FH PROP. FH PROP. FHPROP. FDCPROP. FDC VISIBILITY, ACCESS, & MAINTENANCE EASEMENT VISIBILITY, ACCESS, & MAINTENANCE EASEMENT EXISTING 8" WATER 20' LANDSCAPE BUFFER 25' FRONT YARD SETBACK COUNTY ROAD 371 (90' ROW) 10 . 0 ' R30' R3 0 ' R30' R2 6 3 ' R30' R30 ' R2' R30' R16 7 ' R56' R30' R56 ' R30' PROP. SINGLE FAMILY DEVELOPMENT ZONED: PD-R LS LS LS LS LS LS LS LS LS LS EX. 12" WATER PROP. HEADWALL PROP. HEADWALL PROP. OUTFALL STRUCTURE PROP. CONCRETE PAVEMENT (TYP.) PROP. CONCRETE PAVEMENT (TYP.) PROP. CONCRETE PAVEMENT (TYP.) PROP. CONCRETE PAVEMENT (TYP.) LOT 1, BLOCK A 24.779 ACRES 1,079,355 SQ. FT. RCI ANNA 30 ADDITION VOL. 2024, PG. 1137 P.R.C.T. 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 22,492 GSF 48' 3-STORY MF 10 5 . 3 ' 63.2' 95.5' 68.8' 18.2' 52.8' 29. 3 ' 57.3' 52.0' 77.8' 40.9' 49.3' 49.1'58.5' 66 . 2 ' 71 . 9 ' 74 4 74 6 74 8 75 0 75 2 75 4 75 6 EX. SINGLE FAMILY DEVELOPMENT ZONED: PD-R 20.0' 12 . 0 ' PROP. 8' MASONRY DUMPSTER ENCLOSURE WITH SOLID METAL GATES PROP. 8' MASONRY DUMPSTER ENCLOSURE WITH SOLID METAL GATES PROP. 8' MASONRY DUMPSTER ENCLOSURE WITH SOLID METAL GATES PROP. 8' MASONRY DUMPSTER ENCLOSURE WITH SOLID METAL GATES 20.0 ' 12. 0 ' 12.0' 20 . 0 ' 20 . 0 ' 12.0' 20.0' 12 . 0 ' MAIL CLUB POOL MAINT. FITNESS LEASING 6800 GSF 32' 1-STORY CABANA W/ RSTRMS. AMENITY CENTER 20.0' 12 . 0 ' PROP. 8' MASONRY DUMPSTER ENCLOSURE WITH SOLID METAL GATES R2 3 3 ' R2 0 7 ' R305' R295'R3 0 ' R30' 46. 5 ' EX. 10" SEWER EX. 36" STORM DRAINAGE AND SEWER EASEMENT VOL.___, PG.___ P.R.C.C.T. 35.8' TWO (2) EVERGREEN ORNAMENTAL TREES (3' HEIGHT AT TIME OF PLANTING) TO BE PROVIDED 10' O.C BETWEEN EACH TUBULAR STEEL FENCING COLUMN (SET 20' O.C.) TO ENSURE SOLID SCREENING WITHIN 5 YEARS. 6' TALL TUBULAR STEEL (PRIMED AND PAINTED) FENCE WITH MASONRY COLUMNS SPACED A MAXIMUM OF 20 FEET ON CENTER WITH STRUCTURAL SUPPORTS SPACED EVERY TEN FEET. TWO (2) EVERGREEN ORNAMENTAL TREES (3' HEIGHT AT TIME OF PLANTING) TO BE PROVIDED 10' O.C BETWEEN EACH TUBULAR STEEL FENCING COLUMN (SET 20' O.C.) TO ENSURE SOLID SCREENING WITHIN 5 YEARS. EX: "(2) 45 GAL. 10’ O.C. EVERGREEN WAX MYRTLES BETWEEN COLUMNS AND (2) 45 GAL. 10’ O.C. EVERGREEN YAUPON HOLLIES BETWEEN COLUMNS" (TYP.) TWO (2) EVERGREEN ORNAMENTAL TREES (3' HEIGHT AT TIME OF PLANTING) TO BE PROVIDED 10' O.C BETWEEN EACH TUBULAR STEEL FENCING COLUMN (SET 20' O.C.) TO ENSURE SOLID SCREENING WITHIN 5 YEARS. TWO (2) EVERGREEN ORNAMENTAL TREES (3' HEIGHT AT TIME OF PLANTING) TO BE PROVIDED 10' O.C BETWEEN EACH TUBULAR STEEL FENCING COLUMN (SET 20' O.C.) TO ENSURE SOLID SCREENING WITHIN 5 YEARS. PROP. 15' WATER EASEMENT PROP. 15' DRAIANGE EASEMENT PROP. MH. PROP. TRAIL CONNECT TO MEADOW GLEN RD. PROP. COVERED PARKING STRUCTURE (TYP.) PROP. COVERED PARKING STRUCTURE (TYP.) PROP.GATE ACROSS DRIVE AND PEDESTRIAN ACCESS GATE PROP. FIRE ACCESS GATE S88°23'21"E 225.8' S1 ° 3 6 ' 3 9 " W 31 5 . 0 ' S88°23'21"E 635.6' N1 ° 3 6 ' 5 5 " E 11 7 4 . 1 ' S89°48'36"W 1224.3'S89°48'36"W 1224.3' S2 2 ° 1 1 ' 5 2 " E 89 7 . 0 ' BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CO V E R 2 A N N A TE X A S AN N A 06 0 0 2 8 7 0 0 02 / 2 1 / 2 0 2 5 CR B BM C CR A © 2 0 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 25 0 0 P A C I F I C A V E N U E , S T E 1 1 0 0 DA L L A S , T E X A S 7 5 2 2 6 PH O N E : 9 7 2 - 7 7 0 - 1 3 0 0 F A X : 9 7 2 - 2 3 9 - 3 8 2 0 WW W . K I M L E Y - H O R N . C O M F I R M N O . F - 9 2 8 NORTH 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.ALL CURB RADII ARE 2' UNLESS DIMENSIONED OTHERWISE. 3.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, ETC. TO MATCH PROPOSED FINISHED GRADES IF NECESSARY. 4.EACH PROPOSED BUILDING INCLUDES 10 COVERED PARKING SPACES. NOTES PR E L I M I N A R Y S I T E PL A N SP-1 CONCRETE FIRELANE EXISTING CONTOUR PROPOSED CONTOURS PROPERTY LINE PROPOSED CURB EXISTING GASLINE EXISTING UNDERGROUND ELECTRIC EX. 'X' IN. WATER LINE PARKING STALL COUNT PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED FIRE HYDRANT PROPOSED WATER METER GI PROPOSED GRATE INLET CI PROPOSED CURB INLET 1 FL FL LEGEND GAS GAS CBL CBL 12''W 75 ST A T E H I G H W A Y N O . 5 3. 8 VICINITY MAP N.T.S. SITE NORTH C.R. 371 C. R . 3 6 9 MEADOW VIEW LN MEADOW LARK LN MEADOW RIDGE DR MANTAU RD. CHARLESTON DR. OLIVIA LN BONNIE CT OHARA AS H L E Y L N PL A N T A T I O N D R MI T C H E L L L N ME L A N I E D R RHETT BE L L E ME A D O W G L E N SK Y V I E W D R THIS PLAN IS CONCEPTUAL IN NATURE AND SUBJECT TO CHANGE. LOT 1, BLOCK A 24.779 ACRES J.C.BRANTLEY SURVEY, ABSTRACT NO. 114 CITY OF ANNA, COLLIN COUNTY, TEXAS DATE: FEBRUARY 21, 2025 COVER 2 ANNA 2500 Pacific Ave, Suite 1100 Dallas, TX 75226 Tel: (972) 239-3820 Contact: Callie R. Aaker, P.E. ENGINEER/SURVEYOR: CITY PROJECT NUMBER: PSP 25-0003 PRELIMINARY SITE PLAN DEVELOPER: Cover 2 Capital LLC 3000 Keller Springs Rd. Suite 400 Carrollton, TX 75006 Addison, Texas 75001 Tel: (214) 505-5080 Contact: Bryan Welty BENCHMARKS MANTUA SITE CP-12 2" DIAMETER ALUMINUM DISK SET FLUSH IN CONCRETE OF FAIRWAY LANE, 0.1 MILE NORTHWEST OF COUNTY ROAD 368, 47' SOUTH OF A TELEPHONE PEDESTAL AND 63' SOUTHWEST OF THE CORNER OF A WOOD RAIL FENCE. ELEV=736.67' (NAVD 88) TBM #103 "(" SET ON THE EAST END OF HEADWALL APPROXIMATELY 22 FEET NORTH OF MEADOW VIEW LANE CENTERLINE AND APPROXIMATELY 36 FEET WEST OF N. POWELL PARKWAY CENTERLINE. ELEV=742.71' (NAVD 88) TBM #602 "(" SET IN THE MIDDLE OF SOUTHERN EDGE OF CURB INLET APPROXIMATELY 32 FEET EAST OF W CROSSING BLVD CENTERLINE AND APPROXIMATELY 94 FEET NORTHEAST OF A TRANSFORMER. ELEV=740.76' (NAVD 88) NTMWD UTILITIES LOCATED BY NTMWD NOT 811 CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. before you dig.Call 1" = 60' @ 24X361" = 60' @ 24X36 EXHIBIT A APPROVED March 3, 2025 P&Z COMMISSION CITY OF ANNA