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SP attached to CC Packet 011414°a U o° 0 0 n. Y o: LLI 0 a a 0 N w 0 a 0 N M N E E Lij0 t6 C 0 0 a N U m 0 ILI 0 IL 3 g a 0 M U w a Z W LL STANDARD ACCESSIBILITY REQUIREMENTS PARKING: OACCESSIBLE PARKING SPACES SHALL BE AS NOTED TO A MIN. 96" WIDE OR A MIN. 132" WIDE FOR VAN DESIGNATED SPACES WITH A MAXIMUM SLOPE OF 2% (IN ALL DIRECTIONS). ALL BUILDINGS SHALL CONTAIN AT LEAST ONE VAN ACCESSIBLE SPACE. © EACH ACCESSIBLE PARKING SPACE SHALL HAVE A VERTICALLY MOUNTED (OR SUSPENDED) SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. AT LEAST ONE SPACE MUST INCORPORATE "VAN- ACCESSIBLE" SIGN BELOW THE SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED AS NOTED TO 60" (MIN.) ABOVE THE ADJACENT PAVED SURFACE TO BOTTOM OF TEXT. © ALL ACCESS AISLES SERVING H.C. PARKING SPACES SHALL BE AS NOTED TO A 60" WIDE MINIMUM. RAMPS: ORAMPS EXCEEDING 6" IN RISE (EXCLUDING CURB RAMPS) SHALL HAVE APPROPRIATE EDGE PROTECTION WITH HANDRAILS ON EACH SIDE AT BETWEEN 34" AND 38 ", AND EXTEND 12" BEYOND THE TOP AND BOTTOM OF RAMP. HANDRAIL SHALL NOT DIMINISH THE CLEAR AREA REQUIRED FOR TOP AND BOTTOM LANDINGS SERVING THE RAMPS. OONLY IF REQUIRED BY LOCAL OR STATE JURISDICTION, RAMPS SHALL CONTAIN A SURFACE ARRANGED SO THAT WATER WILL NOT ACCUMULATE. COLOR OF RAMP FINISH MATERIAL (INCLUDING CONCRETE) SHALL HAVE A LIGHT AND REFLECTIVE VALUE AND MUST CONTRAST SIGNIFICANTLY TO DISTINGUISH IT FROM ADJACENT SURFACES - (OR PAINT STRIPE) OLANDINGS FOR RAMPS SHALL BE AS WIDE AS THE RAMP AND 60" LONG MINIMUM (36" MINIMUM FOR CURB RAMPS) © RAMPS SHALL NOT EXCEED A 1:12 RUNNING SLOPE OR 30" RISE ORAMPS AND LANDINGS SHALL NOT EXCEED 1:48 (2% CROSS SLOPE) SIDEWALKS AND ACCESSIBLE ROUTES: OSIDEWALKS MUST BE AT LEAST 36" WIDE SIDEWALK CROSS SLOPE SHALL NOT EXCEED 1:48 (2 %) OLONGITUDINAL SLOPE OF ANY SIDEWALK (ACCESSIBLE ROUTE) SHALL NOT EXCEED 1:20 (5 %) SYMBOL KEY 0 REFER TO STRUCTURAL PLANS FOR STRUCTURAL STOOP AND HINGE SLAB DETAILS. (TYP) O CROSSWALK / PED. CROSSING TYPICAL SEE PAVING DETAILS O TYPICAL ACCESSIBLE PARKING SPACES SEE PAVING DETAILS (TYP) ® PROPOSED GRATE INLET [REF DRAINAGE PLAN] O STRUCTURAL COLUMNS [REFER TO ARCHITECTURAL PLANS] Wv i i I EX. FIRE HYDI I I / Appir�aat LCctT?it I ct 4 `.Storm .Sewer Lute j SITE DATA TABLE *FH EXISTING ZONING: PD- 257R -C i nr� PROPOSED USE: EMERGENCY CARE CENTER BUILDING HEIGHT: 1 STORY, 34' -0" (TALLEST POINT) I L _ CONSTRUCTION TYPE: TYPE II B TOTAL LOT AREA: � I I 10,260/57,487 = 0.178 Top --Aw2.E 0=51p;­212 I 212 ( I SITE DATA TABLE *FH EXISTING ZONING: PD- 257R -C PROPOSED ZONING: PD- 257R -C PROPOSED USE: EMERGENCY CARE CENTER BUILDING HEIGHT: 1 STORY, 34' -0" (TALLEST POINT) BUILDING AREA (GROSS): 10,260 SF CONSTRUCTION TYPE: TYPE II B TOTAL LOT AREA: 57,487 SF =1.32 AC FLOOR AREA RATIO: 10,260/57,487 = 0.178 LOT COVERAGE = 17.13% TOTAL IMPERVIOUS AREA: ±42,206 SF, 73.4% TOTAL PERVIOUS AREA: ±15,281 SF, 26.6% LANDSCAPE AREA: ±17,964 SF, 31.2% PARKING RATIO: 1 SPACE PER 175 SF PARKING REQUIRED: 59 SPACES TOTAL PARKING PROVIDED: 59 SPACES (3 ADA SPACES) w Bethel SCh00l m O Belt Line LOCATION MAP NTS LEGEND *FH PROPOSED FACE AND 00 BACK OF CURB PROPOSED MEDIUM TO ........................•••. HEAVY -DUTY DRIVES REINFORCED CONCRETE FIRE LANE STRIPING PAVEMENT PROPOSED LIGHT -DUTY PARKING AREAS REINFORCED CONCRETE PAVEMENT PROPOSED REINFORCED CONCRETE SIDEWALK PAVEMENT REF DETAIL _ .�.........� PROPOSED SIGN CONCEPTUAL TRAFFIC MOVEMENT PATTERN PROPOSED FIRE HYDRANT *FH PROPOSED LIGHTING (REF 00 LIGHTING PLAN) ACCESSIBLE ROUTE ........................•••. PARKING COUNT SAW -CUT LINE FIRE LANE STRIPING FiRELANE CAST STONE CAP - PROVIDE DOWELS - INTO CAP STONE INTO STONE WALL BRICK ROWLOCK — COURSE SEAL TOP GROUT JTS W/ WATERPROOFING DOUBLE BRICK WALL IN RUNNING BOND REBAR #4 ® 14" OCEW 1' -8" REBAR 2' -4" 1' -6" 1' -3 5/8" — PROVIDE CAP FLASHING UNDER STONE CAP 6�1 °42'02" W I I' 17.32' �1 / Inlet I F1=505.10 i I TO INSTALL UNDERGROUND DRAINAGE ZONING DISTRICT PD -257 -C _ *NOTE: FOR DESIGN o INTENT. WALL HT AND MATERIALS Z Q0 TO MATCH ADJ EXISTING WALLS LINE OF I II I GRADE ELEV MAY ( Approximate Location VARY I I of 36" Storm ,Sewer Lime s N MAINTAIN I I 11 I i I MIN \�, $» 6' -0" ABOVE GRADE j , I O.C. 1 N 1 I I 11 \ Iron Rod \ 4' 4 I I j� { Fnd. W /Cap \ \ LOT 1R2 BRICK SCREENING WALL SECTION I LP I \ I \ NTS NEIGHBORHOOD CREDIT UNION Inst. No. 201200171249 O.P.R.D,C.T. ( I 1 I II Lot 1R1, Block A I I Texasbank Addition II �> 1.245 ACRES I N (54,219 SF) I I I II � FF = 512.00' OWNS CIVIL INGME NEIGHBORHOOD CREDIT UNION ADAMS Ef I 13649 MONFORT DRIVE 910 S. KI DALLAS, TX 75240 SOUTHLAKE, TX 76092 _ r CONTACT: CHET KIMMELL CONTACT: JACK H. GARNER, P.E. PHONE: (214) 748 -9393 PHONE: (817) 328 -3200 EMAIL: jack .gamer @adams - engineering.com ARC"rrECT sclRl�oR CURTIS GROUP ARCHITECTS, LTD. AJ BEDFORD GROUP, INC. 5000 QUORUM DR. SUITE 500 301 N. ALAMO RD. DALLAS, TEXAS 75254 ROCKWALL, TEXAS 75087 CONTACT: CRAIG WEDEMAN CONTACT: AUSTIN J. BEDFORD, R.P.L.S. PHONE: (214) 378 -9810 PHONE: (972) 722 -0225 EMAIL: cwedeman @cga- arch.com @ Copyright 2013, Adams Engineering u