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HomeMy WebLinkAboutZ-4923-M Map 3EXIST. STORM DRAIN CURB INLET ELEV. FL=374.28 RIM ELEV=380.50 Ia EXIST. STORM DRAIN JUNCTION BOX ELEV. FL=391.00 < RIM ELEV=403.12 a o � Q.N w 0� I� z NQ I' m a O �N PROPOSED DUMPSTER ENCLOSURE W/ REQUIRED LANDSCAPING ALONG PERIMETER. II I! Io EXIST. FIRE HYD. - Lot C Shackleford Crossings Plat Bk. I, Pg. 181 UTILITY & DRAINAGE EASE PLAT BK. I, PG, 181 EXIST. STORM DRAIN CURB INLET ELEV. FL=382.01 RIM ELEV.=399.04 CONTRACTOR TO REPAIR ALLY DAMAGED CURB & GUTTER OR �o SIDEWALK AS NECESSARY. �o �o moo/ EXIST. SANITARY SEWER MANHOLE---- ELEV. ANHOLEELEV. FL 8" IN=389.67 ELEV. FL 8" OUT=389.64 RIM ELEV=395.70 (ELE1. FL=373.28 Tract A Shackleford Crossings Inst. No. 2008048626 EXIST. SANITARY SEWER MANHOLE' ELEV. FL 8" IN=376.79 ELEV. FL 8" OUT=376.77 RIM ELEV.=382.46 EXIST. SANITARY SEWER MANHOLE ELEV. FL 8" IN=375.51 ELEV. FL 8" OUT=375.46 RIM ELEV.=379.80- 10' UTILITY & cO DRAINAGE EASEMENT 4. a PLAT BK. I, PG, 181 U o I 19.7' 9.5' R E V I S 1 0 N S �I 0 I EXIST. SANITARY SEWER MANHOLE ELEV. FL 8" IN=397.17 ELEV. FL 8" OUT=397.05 RIM ELEV.=403.96 I i I I Lot 5A Shackleford Crossings Inst. No. 2008048626 p PROPOSED MONUMENT SIGN (MIX. 6' HEIGHT AND 64 SQ. FT. AREA) 281.5' 12' 20 o INTERIOR LANDSCAPING AREA (161 SQ. FT.) - N - - - - - - p �v - M 11f 'p6', 6 INTERIOR LANDSCAPINGCo INTERIOR LANDSCAPING N �y5 AREA (392 SQ. FT.) AREA (287 SQ. FT.) - 1 13 I I � N INTERIOR LANDSCAPING 1 118' 8.5' 22.5' I 18.5' AREA (150 SQ. FT.)11.5' I 5w 2.5W 1_2S� L - N f P O13 Y INTERIOR LANDSCAPING INTERIOR LANDSCAPING p AREA (151 SQ. FT.) AREA (444 SQ. FT.) N 11070 ACRES �, INTERIOR LANDSCAPING III w I 4,, ss sq. rt .> AREA k156 SQ. FT.) a P - 11.5' 5' 8' 8' 5' 8' 9.5' 11.5' I-P�6 55' M 6' 6' Lf UJI > ss 6s 1'7 ss � w I I N U) LLL U w U a a Q > a � I PROPOSED HOTEL Q � a Lij o v M ^N Q Z w 19.2' ( � I Z 9.2' 61.7' m $ 9' 9' .5' 22.5' 3' - 9.5' 82' 18 U I41' I INTERIOR LANDSCAPING INTERIOR LANDSCAPING AREA (153 SQ. FT.) - AREA (169 SQ. cv orn _ INTERIOR LANDSCAPING INTERIOR LANDSCAPING r � AREA (456 SQ. FT.) AREA (196 SQ. FT.) PROPOSED RETAINING WALL I ELEC. VAULT BUILDING LANDSCAPE AREA (3' WIDE MIN. PLANTER) w 0 0° ELEC. VAULT F - w w U) 0 M I 04 PROPOSED ROOM COUNT RETAINING WALL EXIST. STORM DRAIN D � SD JUNCTION BOX ELEV. FL=378.01 RIM ELEV.=382.78 EXIS I. STORM DRAIN I CURB INLET ELEV. FL=374.28 RIM ELEV.=380.50 -- - 470 s� PROVIDE BETWEEN 1$ p5 - - - E V. FL=373.53) EXIST. SANITARY SEWER MANHOLE' ELEV. FL 8" IN=376.79 ELEV. FL 8" OUT=376.77 RIM ELEV.=382.46 EXIST. SANITARY SEWER MANHOLE ELEV. FL 8" IN=375.51 ELEV. FL 8" OUT=375.46 RIM ELEV.=379.80- 10' UTILITY & cO DRAINAGE EASEMENT 4. a PLAT BK. I, PG, 181 U o I 19.7' 9.5' R E V I S 1 0 N S �I 0 I EXIST. SANITARY SEWER MANHOLE ELEV. FL 8" IN=397.17 ELEV. FL 8" OUT=397.05 RIM ELEV.=403.96 I i I I Lot 5A Shackleford Crossings Inst. No. 2008048626 p PROPOSED MONUMENT SIGN (MIX. 6' HEIGHT AND 64 SQ. FT. AREA) 281.5' 12' 20 o INTERIOR LANDSCAPING AREA (161 SQ. FT.) - N - - - - - - p �v - M 11f 'p6', 6 INTERIOR LANDSCAPINGCo INTERIOR LANDSCAPING N �y5 AREA (392 SQ. FT.) AREA (287 SQ. FT.) - 1 13 I I � N INTERIOR LANDSCAPING 1 118' 8.5' 22.5' I 18.5' AREA (150 SQ. FT.)11.5' I 5w 2.5W 1_2S� L - N f P O13 Y INTERIOR LANDSCAPING INTERIOR LANDSCAPING p AREA (151 SQ. FT.) AREA (444 SQ. FT.) N 11070 ACRES �, INTERIOR LANDSCAPING III w I 4,, ss sq. rt .> AREA k156 SQ. FT.) a P - 11.5' 5' 8' 8' 5' 8' 9.5' 11.5' I-P�6 55' M 6' 6' Lf UJI > ss 6s 1'7 ss � w I I N U) LLL U w U a a Q > a � I PROPOSED HOTEL Q � a Lij o v M ^N Q Z w 19.2' ( � I Z 9.2' 61.7' m $ 9' 9' .5' 22.5' 3' - 9.5' 82' 18 U I41' I INTERIOR LANDSCAPING INTERIOR LANDSCAPING AREA (153 SQ. FT.) - AREA (169 SQ. cv orn _ INTERIOR LANDSCAPING INTERIOR LANDSCAPING r � AREA (456 SQ. FT.) AREA (196 SQ. FT.) PROPOSED RETAINING WALL I ELEC. VAULT BUILDING LANDSCAPE AREA (3' WIDE MIN. PLANTER) w 0 0° ELEC. VAULT F - w w U) 0 M I 04 WA 20 15 10 5 0 10 20 30 40 50 SCALE IN FEET 8 NOTE: SCALE SHOWN ON THIS DRAWING IS FOR 24" x 36" PLOTS. BUILDING LANDSCAPE AREA (3' WIDE PLANTER) ., , EXIST. STORM DRAIN MANHOLE ELEV. FL=382.39 RIM ELEV.=391.44 I�Ui N SD - SD 18" I CONC. 0 � w ILL ft� 0<= a J a Y � U 2 In A -- SD -- SD LEGEND ROOM COUNT land ® 5' f - D � SD EXISTING FIRE HYDRANT L>< EXISTING VALVE 3/13 EXISTING UNDERGROUND ELECTRIC LINE s R39 I 100' 11' 82' I -- - 470 s� PROVIDE BETWEEN PROPOSED CONTOUR - - - PROPERTY BOUNDARY - X x - EXISTING FENCE LINE Lq NEW WATER SERVICE UNE (SIZE AS SHOWN) I 1 _ -Bs -0-ss - NEW SANITARY SEWER LINE & MANHOLE (SIZE AS SHOWN) rn + i 3.7 ELEC. VAULT I GROSS AREA AS PROPOSED CONCRETE PAVEMENT 7,41: AREA PROPOSED INTERIOR LANDSCAPE AREAS D 0 PROPOSED BUILDING LANDSCAPE AREAS 123.1' CROSSINGS COURT INSTALL 5' WIDE SIDEWALK W/ TYPE 2 ACCESS RAMP (R/W VARIES) INSTALL 5' WIDE SIDEWALK; RELOCATE PER CITY OF L.R. SPECIFICATIONS. REPAIR ANY ASPHALT OR REPLACE ANY DISTURBED LANDSCAPING AS REQUIRED. DAMAGED SITE FEATURES TO CITY SPECIFICATIONS WA 20 15 10 5 0 10 20 30 40 50 SCALE IN FEET 8 NOTE: SCALE SHOWN ON THIS DRAWING IS FOR 24" x 36" PLOTS. BUILDING LANDSCAPE AREA (3' WIDE PLANTER) ., , EXIST. STORM DRAIN MANHOLE ELEV. FL=382.39 RIM ELEV.=391.44 I�Ui N SD - SD 18" I CONC. 0 � w ILL ft� 0<= a J a Y � U 2 In A -- SD -- SD SITE DATA TYPICAL PARKING SPACES = 89 HANDICAP PARKING SPACES = 4 TOTAL PARKING = 93 SPACES BUILDING DATA LEGEND ROOM COUNT EXISTING SIGN ® EXISTING GAS METER T.B.D. EXISTING FIRE HYDRANT L>< EXISTING VALVE 3/13 EXISTING UNDERGROUND ELECTRIC LINE --- UGE -WA 8- EXISTING UNDERGROUND WATER UNE LANDSCAPE AREA EXISTING UNDERGROUND GAS LINE cAS- -- - 470 EXISTING CONTOUR PROVIDE BETWEEN PROPOSED CONTOUR 470 - - PROPERTY BOUNDARY - X x - EXISTING FENCE LINE NEW WATER SERVICE UNE (SIZE AS SHOWN) 2.5W -Bs -0-ss - NEW SANITARY SEWER LINE & MANHOLE (SIZE AS SHOWN) ® PARKING COUNT INDICATOR PROPOSED ASPHALT PAVEMENT GROSS AREA AS PROPOSED CONCRETE PAVEMENT 7,41: AREA PROPOSED INTERIOR LANDSCAPE AREAS D 0 PROPOSED BUILDING LANDSCAPE AREAS SITE DATA TYPICAL PARKING SPACES = 89 HANDICAP PARKING SPACES = 4 TOTAL PARKING = 93 SPACES BUILDING DATA BY ROOM COUNT FLOOR AREA TOTAL 93 T.B.D. MAXIMUM BUILDING HEIGHT 60 FEET NOTES ON SURVEY: 1. SURVEY INFORMATION FROM DEVELOPMENT CONSULTANTS, INC. DATED: FEBRUARY 19, 2013 BY. TODD A. SHETTLES, PS 11527. 2. UTILITIES SHOWN ARE NOTED BY VISIBLE OBSERVATION ONLY. UNDERGROUND UTILITIES ARE TAKEN FROM UTILITY MAPS. EXACT LOCATION OF UNDERGROUND U11UTIES ARE APPROXIMATE, NO EXCAVATION HAS TAKEN PLACE AS OF THIS DATE TO DETERMINE THE EXACT LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS SURVEY. FOR UNDERGROUND UIIUTY LOCATIONS CALL: THE ARKANSAS ONE -CALL SYSTEM GIVE 48 HOURS NOTICE BEFORE CONSTRUCTION BEGINS 3. ACCURACY OF ANY SURVEY INFORMATION SHOWN HEREON IS NOT GUARANTEED BY B & F ENGINEERING, INC. LANDSCAPING REQUIREMENT'. BY DATE VEHICULAR USE RE( ITEM REQUIREMENT LANDSCF AREA/GROSS AREA NTR 3/13 INTERIOR PROVIDE 8% OF 32,132 SQ. FT. 2,571 LANDSCAPE AREA VEHICULAR AREA BUILDING PROVIDE BETWEEN MIN. 3' N LANDSCAPE AREA VEHICULAR USE AREA -- I.Bk.Nol AND BUILDING PROVIDE 10% OF THE GROSS LANDSCAPE GROSS AREA AS 74,155 SQ. FT. 7,41: AREA OPENAANDSCAPING HORIZONTAL CONTROL NOTES 1. COORDINATES & DIMENSIONS ON THIS PLAN ARE FOR INFORMATION ONLY. 2. THE CONTRACTOR IS RESPONSIBLE FOR CALCULATING CONSTRUCTION STAKING COORDINATES WITH THE COORDINATES & DIMENSIONS ON THESE PLANS. 3. BEFORE CONSTRUCTION STARTS, THE CONTRACTOR SHALL VERIFY THE ACCURACY OF THE COORDINATES & DIMENSIONS SHOWN HEREON. RECEYVED APR 0 3 2013 BY: ARKANSAS ONE CALL Know what's below Call before you dig. BY DATE 928 AIRPORT ROAD, HOT SPRINGS, ARKANSAS 71913 B &F ENGINEERING, INC. (PH) 501-767-2366 (FAX) 501-767-6859 (EMAIL) infoObnfeng.com I sign 3Wn NTR 3/13 COMPOSITE SITE PLAN PROPOSED HOTEL SH ACKLEFORD CROSSING INVESTMENTS, LLC LITTLE ROCK ARKANSAS DRAWING NUMBER JOB N0: 7-4154-0101 ACAD NO: 001 4/03/13 ecked Built In rvey i SCALE. 1' -20 I.Bk.Nol DATE: MARCH 2013