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HomeMy WebLinkAboutPZ Res 2025-04-0125 Rosamond Crossing Northeast Corner, Block A, Lots 1-23, Preliminary Site Plan (PSP 25-0004) (2)S S T 16027741.830TELEPHONE RISER S S T FL FL FLFLFL FL FL FL FL FL FL FL FL FL FLFL FL FL FL FL 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 FLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFL 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 202010 1832 1810 2032 18209 1630 6 6 8 8 18 16 9 8 8 10 7 9 6168 8 15 7 4147 8 16 5 16 88 10 20 T T S S S S S S S S S SSSSS LOT 3, BLOCK A DHI ANNA VOL. 2024, PG/ 279 P.R.C.C.T. STATE OF TEXAS INST. NO. 20170920001260310 O.P.R.C.C.T. CALLED 9.306 STATE OF TEXAS INST. NO. 20170920001260330 O.P.R.C.C.T. N: 7185328.87 E: 2554433.63 N: 7185383.34 E: 2554382.68 N: 7186052.82 E: 2554370.79 N: 7185884.30 E: 2555381.03 N: 7185724.26 E: 2555382.59 N: 7185821.19 E: 2554374.90 N: 7185369.56 E: 2554744.74 BU D D Y H A Y E S B O U L E V A R D U. S . H I G H W A Y 7 5 MH CICI MH CI CALLED 74.451 ACRES LIBERTY 75, LP INST. NO. 2024000024415 O.P.R.C.C.T. PROPOSED 1-STORY COMMERCIAL BUILDING ±55,000 SF HEIGHT: 35 FT PROPOSED 1-STORY COMMERCIAL BUILDING ±19,200 SF HEIGHT: 35 FT PROPOSED DRY DETENTION ±1.08 ACRES JB WI WI WI CI CI HW HW ROSAMOND PARKWAY N: 7185383.36 E: 2555028.95 PROPOSED 1-STORY RETAIL/RESTAURANT BUILDING ±10,000 SF HEIGHT: 35 FT PROPOSED 1-STORY RETAIL/ RESTAURANT BUILDING ±13,000 SF HEIGHT: 35 FT FH MH MH PARKING AREA TO BE CONSTRUCTED OF CONCRETE PAVEMENT (TYP.) EXISTING 12' LEFT TURN LANE ZONING: MF - MULTIFAMILY RESIDENTIAL CURRENT LAND USE: VACANT PARKING AREA TO BE CONSTRUCTED OF CONCRETE PAVEMENT (TYP.) N: 7185536.03 E: 2554379.78 N: 7186003.67 E: 2554371.66 PROPOSED 1-STORY RETAIL/RESTAURANT BUILDING ±10,000 SF HEIGHT: 35 FT R10'R10' R20' R20' R65' 44 9 ' T O T A L D E C E L L E N G T H 30 ' ST O R A G E LE N G T H 34 9 ' D E C E L L E N G T H 10 0 ' T A P E R L E N G T H 10 3 ' T A P E R L E N G T H 65' EXISTING MEDIAN OPENING EXISTING 12' LEFT TURN LANE GI GI GI MH MH R10' R10' MH 311' STORAGE LENGTH 154' STORAGE LENGTH 102' TAPER LENGTH 105' STORAGE LENGTH118' 90' EXISTING MEDIAN OPENING ±23 5 ' 50' BUILDING SETBACK 15' LANDSCAPE BUFFER 25' BUILDING SETBACK 20' LANDSCAPE BUFFER 50' BUILDING SETBACK 20' LANDSCAPE BUFFER20' LANDSCAPE BUFFER 50' BUILDING SETBACK EX. FACE OF CURB EX. FACE OF CURB PROP. ROW DEDICATION EX. ROW 10' SSE PROP. 6' SIDEWALK PROP. 6' SIDEWALK PROP. FACE OF CURB EX. WYE INLET TO BE REMOVED EX. WYE INLET TO BE REMOVED PROP. 8' SIDEWALK PROP. 8' SIDEWALK ±235 FT DRIVE-THROUGH LENGTH APPROXIMATE FUTURE FIRE LANE LOCATION BULK WASTE MASONRY ENCLOSURE WITH 7' SCREENING WALLS TO MATCH BUILDING (TYP.) BULK WASTE MASONRY ENCLOSURE WITH 7' SCREENING WALLS TO MATCH BUILDING (TYP.) CONCRETE FIRE LANE CONCRETE FIRE LANE CONCRETE FIRE LANE LOADING DOCK 7' MASONRY SCREENING WALL TO MATCH BUILDING FACADE EXISTING 12' LEFT TURN LANE PROPOSED 12' DECELERATION LANE PROP. 12' DECELERATION LANE PROP. 7' MASONRY SCREENING WALL PROP. 7' MASONRY SCREENING WALL PROP. 6' SIDEWALK PROP. 6' SIDEWALK 6' SIDEWALK 25' BUILDING SETBACK BULK WASTE MASONRY ENCLOSURE WITH 7' SCREENING WALLS TO MATCH BUILDING (TYP.) 5' WE 5' WE DE DE DE 6' SIDEWALK 6' SIDEWALK 15' WE PROP. PATIO±25 5 ' PROP. ESCAPE LANE MH CI PROPOSED STACKING AREA PROP. APPROXIMATE WINDOW LOCATION PROPOSED DRY DETENTION ±0.42 ACRES PROPOSED DRY DETENTION ±0.33 ACRES CI PROP. OUTFALL STRUCTURE PROP. OUTFALL STRUCTURE MH MHMH MH MH MH R30'R20' R10' 24" STOP BAR W/ STOP SIGN (TYP.) 24" STOP BAR W/ STOP SIGN (TYP.) R100' R130' R130' R100' R20' R20' R30' R10' 24" STOP BAR W/ STOP SIGN (TYP.) JB CI 5' WE 5' WE 5' WE 10' WE 5' WE 5' WE 5' WE 5' WE 5' WE FH FH FH FH FH FH FH FH 5' WE 5' WE WM 5' WE WM 5' WE WM WM 5' WE FH 5' WE 5' WEFH 5' WEFH 5' WE FH WM 5' WE FDC WM FDC 5' WE 5' WE 5' WE 5' WE WM WM WM 5' WE GI 50' BUILDING SETBACK 24" STOP BAR W/ STOP SIGN (TYP.) 750 746 747 748 749 751 752 74 0 74 0 74 575 0 74 1 74 174 2 74 2 74374474 674774874975 1 75 2 753 740 74 0 74 0 74 5 750 75 5 75 5 738739 741 74 1 74 1 74 1 74 1 74 2 74 3 74 4 74 6 74 7 74 8 749 75 1 752 752 75 3 753 754 75 4 756 75 6 LOT 13 2.18 AC. LOT 14 3.65 AC. LOT 1 1.55 ACRES LOT 9 1.42 AC. LOT 10 1.00 AC. LOT 12 1.50 AC. LOT 2 2.31 ACRES LOT 3 1.52 ACRES LOT 4 1.43 ACRES LOT 11 1.14 AC. 5' SIDEWALK 5' SIDEWALK 18" WHEEL STOP (TYP.) 9' TY P . 18'24'20'20'30'18' 14 3 ' 70' 9' TY P . 9' TY P . 9' TY P . 18'24'20'20'30'18' 14 3 ' 70' 18 6 ' 70' 9' TY P . 9' TY P . 9' TY P . 18'24'20'20'30'18' 30' 30' 30' 30 ' 15 ' 18 ' 24 ' 30 ' 24.1'26'22 ' 18 ' 30 ' 12 ' 14' 12 ' 14' 12 ' 14' 24 ' 30' 20 ' 18 ' 24 ' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 20 ' 24 ' 20 ' 20 ' 24 ' 9' TYP. 9' TYP. 9' TYP. 9' TYP. 30'18' 9' TY P . 37' 20 . 5 ' 32 3 ' 79.8'30'18'63.2' 24 0 . 3 ' 12' 14 ' 223.5' 223.5' 20 ' 18 ' 20 ' 24 ' 18' 11 9 . 5 ' 9. 0 ' TY P . 18' 9' TY P . 9' TY P . 212.0' 10 ' 740745 750 73 9741742743744746747748 749 75 1752753753753 753 753 754 24" STOP BAR W/ STOP SIGN (TYP.) FL FL FL FL FL FL FL FL FL 1832 8S 5' WE WM FDC WM 5' WE 5' WE WM Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y 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 . s h a l l b e w i t h o u t l i a b i l i t y t o 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 . 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 26 0 0 N . C E N T R A L E X P R E S S W A Y , R I C H A R D S O N , T X 7 5 0 8 0 PH O N E : ( 9 7 2 ) 7 7 0 - 1 3 3 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 LM W RG D R C L LA S T S A V E D 3/2 4 / 2 0 2 5 5 : 1 6 P M PL O T T E D B Y VA L D E Z , F E R N A N D O 3/ 2 4 / 2 0 2 5 5 : 1 6 P M DW G P A T H K: \ R C H _ C I V I L \ 0 6 3 0 0 6 0 6 0 - S E I T Z A N N A N E C \ C A D \ P L A N S H E E T S \ P R E L I M I N A R Y P L A N S DW G N A M E PR E L I M I N A R Y S I T E P L A N . D W G , [ SI T E P L A N ( 2 O F 2 ) ] IM A G E S XR E F S x S t r m - N E C : x U t i l - N E C : x B r d r - N E C : x S i t e - N E C : x S i t e - S E C : x H t c h - N E C : x E x U t i l - N E C : x S u r v - N E C : x B n d y : x S t r i p i n g - N E C : x S t r m - S E C : x S t r i p i n g - S E C : x A e r i a l 06 3 0 0 6 0 6 0 RO S A M O N D T O W N C E N T E R CI T Y O F A N N A CO L L I N C O U N T Y , T E X A S © 2 0 2 5 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 . MA R C H 2 0 2 5 Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date143058 ROBERT C. LEWIS 03/24/2025 SP-1 PR E L I M I N A R Y S I T E P L A N 00 60'120' GRAPHIC SCALE 60' TYP.TYPICAL WATER EASEMENTWE SANITARY SEWER EASEMENTSSE NUMBER OF PARKING SPACESX FH ACCESSIBLE PARKING SYMBOL BARRIER FREE RAMP (BFR) EXISTING CONTOUR LINE - MAJOR EXISTING CONTOUR LINE - MINOR DRAINAGE EASEMENTDE BARRIER FREE RAMPBFR SIDEWALKSW CURB INLETCI LEGEND FIRE HYDRANT FDC FIRE DEPARTMENT CONNECTION EXISTINGEX. PROPOSEDPROP. PROPOSED CONCRETE FIRE LANE PROPOSED BUILDING FL FL BUILDING LINE/SETBACKBL WM WYE INLETWI MANHOLEMH TRANSFORMER PAD GRATE INLETGI JUNCTION BOXJB T S SANITARY SEWER MANHOLE CURB INLET GRATE INLET HEADWALL JUNCTION BOX OR WYE INLET WATER METER (AND VAULT) 1' = 60' VICINITY MAP N.T.S U.S . 75 ROSAMONDPARKWAY E. COUNTY RD. 370 W. COUNTYRD. 370 ST A N D B R I D G E BLV D BU D D Y H A Y S B L V D . HACKBERRYDR. MATCHLINE SEE SHEET SP-2 Kimley-Horn and Associates, Inc. 2600 N Central Expressway, Ste 400 Richardson, Texas 75080 Contact: Jonathan Kerby, P.E. Phone: 972-770-1300 The Seitz Group, Inc. 1110 Cowan road Celina, TX 75009 Contact: Eric Seitz Phone: (214) 705-1078 PROJECT LOCATION PSP 25-0004 Liberty 75, LP, ET AL 370 W. Broadway Prosper, TX 75078 Contact: Teague Griffin Phone: 214-912-6156 RO S A M O N D C R O S S I N G NO R T H E A S T C O R N E R EXHIBIT A APPROVED April 7, 2025 P&Z COMMISSION CITY OF ANNA S S S FL FL FL FL FL FL FL FL FL FL FL FLFLFL 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 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FL FL FL FL FL FL FL FL 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 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 18 30 16 2010 1832 192010 1832 5 6 6 6 8 12 12 17 7 6 9 9 10 5 8 4 7 6 13 16 14 7 8 7 10 9105 1832 18 32 20 2010 18 32 10 18 32 20 10 1810 2032 2010 18 32 20 209 18 20 20 20 20 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL SOAPSAN SAN EW Area / Merch16538 SF0 SF0 SF1535 SF0 SF232 SF219 SF1984 SF705 SF11863 SF16538 SF1084 LF4 LF104 LF1192 LF4 PP24 PP18 PP46 PP 3 10 7 16 S S S S S S S S S S S S S S S LOT 2, BLOCK A DHI ANNA VOL. 2024, PG/ 279 P.R.C.C.T. N: 7186707.90 E: 2554441.54 N: 7186259.28 E: 2555377.37 N: 7186134.28 E: 2555378.59 BU D D Y H A Y E S B O U L E V A R D U. S . H I G H W A Y 7 5 HW CI PROPOSED 1-STORY RETAIL/ RESTAURANT BUILDING ±13,000 SF HEIGHT: 35 FT PROPOSED 1-STORY RETAIL/ RESTAURANT BUILDING ±12,000 SF HEIGHT: 35 FT PROPOSED 1-STORY COMMERCIAL BUILDING ±25,000 SF HEIGHT: 35 FT CI CI CI HW CI CI LOT 3, BLOCK A DHI ANNA VOL. 2024, PG/ 279 P.R.C.C.T. STATE OF TEXAS INST. NO. 20170920001260310 O.P.R.C.C.T. PARKING AREA TO BE CONSTRUCTED OF CONCRETE PAVEMENT (TYP.) FH MH MH ZONING: MF - MULTIFAMILY RESIDENTIAL CURRENT LAND USE: VACANT HW PARKING AREA TO BE CONSTRUCTED OF CONCRETE PAVEMENT (TYP.) ZONING: MF - MULTIFAMILY RESIDENTIAL CURRENT LAND USE: VACANT N: 7186219.24 E: 2554387.98 N: 7186421.80 E: 2554409.51 MH PROPOSED 1-STORY COMMERCIAL BUILDING ±24,125 SF HEIGHT: 35 FT R30'R30' R10' R10'R10'R20' PARKING AREA TO BE CONSTRUCTED OF CONCRETE PAVEMENT (TYP.) R10'R20' 58 2 ' T O T A L D E C E L L E N G T H 44 9 ' D E C E L L E N G T H 30 ' ST O R A G E LE N G T H GI N: 7186374.52 E: 2555376.24R20'R30' 30 ' ±1 , 4 5 1 . 4 ' ±21 9 ' 25' BUILDING SETBACK 20' LANDSCAPE BUFFER EX. FACE OF CURB PROP. ROW DEDICATION PROP. 6' SIDEWALK EX. TXDOT HEADWALL PROP. FACE OF CURB TxDOT TYPE III BARRICADE ±219 FT DRIVE-THROUGH LENGTH 5' WE LOADING DOCK BULK WASTE MASONRY ENCLOSURE WITH 7' SCREENING WALLS TO MATCH BUILDING BULK WASTE MASONRY ENCLOSURE WITH 7' SCREENING WALLS TO MATCH BUILDING (TYP.) CONCRETE FIRE LANE PROP. 12' DECELERATION LANE PROP. 7' MASONRY SCREENING WALL PROP. 6' SIDEWALK 30' ACCESS AND UTILITY EASEMENT 15' DE SHARED ACCESS & UTILITY EASEMENT ±255 FT DRIVE-THROUGH LENGTH BULK WASTE MASONRY ENCLOSURE WITH 7' SCREENING WALLS TO MATCH BUILDING (TYP.) SHARED ACCESS & UTILITY EASEMENT SHARED ACCESS & UTILITY EASEMENT 6' SIDEWALK 6' SIDEWALK LOADING DOCK 15' DE 15' DE ±25 5 ' PROP. ESCAPE LANE PROP. ESCAPE LANE PROPOSED STACKING AREA PROPOSED STACKING AREA PROP. APPROXIMATE WINDOW LOCATION PROP. APPROXIMATE WINDOW LOCATION CI HW PROP. OUTFALL STRUCTURE SHARED ACCESS & UTILITY EASEMENT PROPOSED 1-STORY COMMERCIAL BUILDING ±10,000 SF HEIGHT: 35 FT N: 7186876.09 E: 2554460.37 N: 7187049.45 E: 2554479.82 N: 7187051.87 E: 2554728.34 N: 7187259.93 E: 2554726.31 N: 7187266.58 E: 2555407.55 GI GI GI GI GI GI GI GI JB JB WI 15' DE CI N: 7186454.52 E: 2555375.46 N: 7186534.52 E: 2555374.68 N: 7186649.84 E: 2555373.56 N: 7186911.42 E: 2555371.01 N: 7186974.19 E: 2555370.40 N: 7187248.09 E: 2555367.72 24" STOP BAR W/ STOP SIGN (TYP.) 24" STOP BAR W/ STOP SIGN (TYP.) MH MH MH MH MH MH 10' SSE 24' ACCESS AND UTILITY EASEMENT MH MH MH BULK WASTE MASONRY ENCLOSURE WITH 7' SCREENING WALLS TO MATCH BUILDING BULK WASTE MASONRY ENCLOSURE WITH 7' SCREENING WALLS TO MATCH BUILDING LOADING DOCK LOADING DOCK 7' MASONRY SCREENING WALL TO MATCH BUILDING FACADE BULK WASTE MASONRY ENCLOSURE WITH 7' SCREENING WALLS TO MATCH BUILDING MH MH CI CI PROPOSED 1-STORY COMMERCIAL BUILDING ±16,384 SF HEIGHT: 35 FT PROPOSED 1-STORY COMMERCIAL BUILDING ±63,000 SF HEIGHT: 35 FT PROPOSED 1-STORY COMMERCIAL BUILDING ±20,000 SF HEIGHT: 35 FT PROPOSED 1-STORY COMMERCIAL BUILDING ±40,000SF HEIGHT: 35 FT R20' R75' R30' CI PROPOSED DRY DETENTION ±0.28 ACRES 10' DE JB 11 5 ' T A P E R L E N G T H 42 3 ' D E C E L L E N G T H 30 ' S T O R A G E L E N G T H 56 8 ' T O T A L D E C E L L E N G T H HW HW R20' R2' PROP. 12' DECELERATION LANE 50' BUILDING SETBACK 15' LANDSCAPE BUFFER PARKING AREA TO BE CONSTRUCTED OF CONCRETE PAVEMENT (TYP.) CI CI 24" STOP BAR W/ STOP SIGN (TYP.) 5' WE 5' WE 5' WE 5' WE 5' WE 5' WE 5' WE 5' WE 5' WE 5' WE 10' WE 5' WE FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH 5' WE 5' WE 5' WE 5' WE 5' WE 5' WE WM 5' WE 5' WE WM 5' WE 5' WE 5' WE 5' WE WM WM WM 5' WE 5' WE 5' WE FH 5' WE 5' WE WM WM FH FH FH WM 5' WE 5' WE FH 5' WE FDC FDC FDC FDC FDC WM 5' WE 5' WE WM WM WM 5' WE 5' WE WM WM WM 5' WE WM 5' WE WM 5' WE WM 5' WE WM 5' WE WM 5' WE GI PROPOSED 1-STORY COMMERCIAL BUILDING ±10,000 SF HEIGHT: 35 FT JB FDC 24" STOP BAR W/ STOP SIGN (TYP.) 75 5 755 75 1 75175275275 3 753754754 750 75 0 75 5 75 5 747 74 7 74 7 74 8 748 74 8 74 8 74 9 74 9 751 75 1 752 75 2 753 75 3 754 75 4 756756 CI 7' MASONRY SCREENING WALL TO MATCH BUILDING FACADE 74 5 75 0 750 74 6 74 7 74 8 749 749 751 751 752 752 75 3 753 754 75 4 745 745 74 5 74 2 74 3 74 3 74 3 744 74 4 74 4 746 747 74 8 LOT 15 1.86 AC. LOT 16 1.82 AC. LOT 17 0.95 AC. LOT 18 0.96 AC. LOT 19 1.72 AC. LOT 20 4.25 AC. LOT 21 1.85 AC. LOT 7 1.08 AC. LOT 8 1.03 AC. LOT 22 3.09 AC. LOT 5 1.93 ACRES LOT 6 2.02 ACRES LOT 23 0.44 AC. 5' SIDEWALK 9' TY P . 18'24'20'20' 9' 9' TY P . 17 1 ' 70'20 ' 30 ' 12 ' 14' 24 ' 9' TY P . 24'20'20'30'18' 9' TY P . 9' TY P . 18' 70' 18 6 ' 12 ' 14' 30' 30' 9' TY P . 21 ' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 20 ' 20 ' 9' TYP. 9' TYP. 9' TYP. 9' TYP. 9' TY P . 18' 56.0'30'18'64'15'26' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 20 ' 20 ' 26 ' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 24 ' 18 ' 18 ' 24 ' 20 ' 20 ' 24 ' 20 ' 20 ' 24 ' 168.0' 23 9 . 3 ' 25.6'20'24' 12 5 . 0 ' 185.0' 252.5' 26 1 . 6 ' 9' TY P . 14' 12 ' 14 ' 12' 16'26' 24' 187.3' 10 0 . 0 ' 30'142.8' 70 ' 26' 24' 137.0' 66 . 0 ' 54 . 0 ' 24' 12 0 . 0 ' 12 5 . 0 ' 100.2' 14' 12 ' 12 ' 14' 12' 14 ' 12 ' 14' 30' 217.0' 18' 18' 26' 212.0' 9' TYP. 9' TYP. 9' TYP. 9' TYP. 9' TYP. 9' TYP. 9' TYP. 9' TYP. 9' TYP. 9' TYP. 9' TYP. 74 5 74 5 75 0 75 0 75 5 75 5 74 4 74 6 74 6 74 7 74 7 74 8 748 74 9 749 75 1 75 1 75 2 75 2 75 3 75 3 75 4 75 4 75 6 75 6 6' FL FL FL FL FL FL FL FL FL FL 202010 189 10 7 S S 5' WE 5' WE FH 5' WE WM 746 747 748 749 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y 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 . s h a l l b e w i t h o u t l i a b i l i t y t o 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 . 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 26 0 0 N . C E N T R A L E X P R E S S W A Y , R I C H A R D S O N , T X 7 5 0 8 0 PH O N E : ( 9 7 2 ) 7 7 0 - 1 3 3 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 LM W RG D R C L LA S T S A V E D 3/2 4 / 2 0 2 5 5 : 1 6 P M PL O T T E D B Y VA L D E Z , F E R N A N D O 3/ 2 4 / 2 0 2 5 5 : 1 6 P M DW G P A T H K: \ R C H _ C I V I L \ 0 6 3 0 0 6 0 6 0 - S E I T Z A N N A N E C \ C A D \ P L A N S H E E T S \ P R E L I M I N A R Y P L A N S DW G N A M E PR E L I M I N A R Y S I T E P L A N . D W G , [ SI T E P L A N ( 1 O F 2 ) ] IM A G E S XR E F S x S t r m - N E C : x U t i l - N E C : x B r d r - N E C : x S i t e - N E C : x S i t e - S E C : x H t c h - N E C : x E x U t i l - N E C : x S u r v - N E C : x B n d y : x S t r i p i n g - N E C : x S t r m - S E C : x S t r i p i n g - S E C : x A e r i a l 06 3 0 0 6 0 6 0 RO S A M O N D T O W N C E N T E R CI T Y O F A N N A CO L L I N C O U N T Y , T E X A S © 2 0 2 5 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 . MA R C H 2 0 2 5 Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date143058 ROBERT C. LEWIS 03/24/2025 SP-2 PR E L I M I N A R Y S I T E P L A N 00 60'120' GRAPHIC SCALE 60' TYP.TYPICAL WATER EASEMENTWE SANITARY SEWER EASEMENTSSE NUMBER OF PARKING SPACESX FH ACCESSIBLE PARKING SYMBOL BARRIER FREE RAMP (BFR) EXISTING CONTOUR LINE - MAJOR EXISTING CONTOUR LINE - MINOR DRAINAGE EASEMENTDE BARRIER FREE RAMPBFR SIDEWALKSW CURB INLETCI LEGEND FIRE HYDRANT FDC FIRE DEPARTMENT CONNECTION EXISTINGEX. PROPOSEDPROP. PROPOSED CONCRETE FIRE LANE PROPOSED BUILDING FL FL BUILDING LINE/SETBACKBL WM WYE INLETWI MANHOLEMH TRANSFORMER PAD GRATE INLETGI JUNCTION BOXJB T S SANITARY SEWER MANHOLE CURB INLET GRATE INLET HEADWALL JUNCTION BOX OR WYE INLET WATER METER (AND VAULT) 1' = 60' VICINITY MAP N.T.S U.S . 75 ROSAMONDPARKWAY E. COUNTY RD. 370 W. COUNTYRD. 370 ST A N D B R I D G E BLV D BU D D Y H A Y S B L V D . HACKBERRYDR. MATCHLINE SEE SHEET SP-1 Kimley-Horn and Associates, Inc. 2600 N Central Expressway, Ste 400 Richardson, Texas 75080 Contact: Jonathan Kerby, P.E. Phone: 972-770-1300 Liberty 75, LP, ET AL 370 W. Broadway Prosper, TX 75078 Contact: Teague Griffin Phone: 214-912-6156 The Seitz Group, Inc. 1110 Cowan road Celina, TX 75009 Contact: Eric Seitz Phone: (214) 705-1078 PROJECT LOCATION PSP 25-0004 RO S A M O N D C R O S S I N G NO R T H E A S T C O R N E R APPROVED April 7, 2025 P&Z COMMISSION CITY OF ANNA