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E-Care- PN131121 (3)Al 3 g a W U) Q W 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 WV Approximate Location � I I ( r of 24' Storrs Sewer Line s i F I I d ( I I t I ( (! t ! I I I { I I t t I I I Iron Rod I j { Fnd° W/Cap i ( I -( ) ' i I I BEGINNING I �F LANDINGS FOR RAMPS SHALL BE AS WIDE AS THE RAMP AND 60" LONG MINIMUM I { I (36" MINIMUM FOR CURB RAMPS) ( { © RAMPS SHALL NOT EXCEED A 1:12 RUNNING SLOPE OR 30" RISE i { t $ O RAMPS AND LANDINGS SHALL NOT EXCEED 1:48 (2% CROSS SLOPE) ( i ` �P SIDEWALKS AND ACCESSIBLE ROUTES: t t ( TSB OSIDEWALKS MUST BE AT LEAST 36" WIDE I 1 I SIDEWALK CROSS SLOPE SHALL NOT EXCEED 1:48 (2%) ( { { P /' I j OLONGITUDINAL SLOPE OF ANY SIDEWALK (ACCESSIBLE ROUTE) SHALL NOT EXCEED 1:20 (5%) j SYMBOL KEY 10 REFER TO STRUCTURAL PLANS FOR STRUCTURAL STOOP AND LA DETAILS TYP Approximate Lova -on of 42" Storm t Sewerkine ; N.00°0565"E T HINGE S B 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: 2 CROSSWALK / O PED. CROSSING TOTAL LOT AREA: i { I 10' SIDEWALK & I TYPICAL SEE PAVING DETAILS FIRE LANE STRIPING I ( FIREIANE UTILITI EASEMENT TYPICAL ACCESSIBLE PARKING I PARKING RATIO: COI` i O SPACES SEE PAVING DETAILS TOTAL PARKING PROVIDED: 59 SPACES (3 ADA SPACES) I ( Q MONUMENT SIGN (NP) I 5000 QUORUM DR. SUITE 500 REF STRUCTURAL AND - O PROPOSED GRATE INLET DALLAS, TEXAS 75254 I SHEET NO. ARCHITECTURAL PLANS [REF DRAINAGE PLAN] t t , { CAST STONE CAP 1 , f � STRUCTURAL COLUMNS - ' I~ ~ i t O [REFER TO ARCHITECTURAL PLANS] /t I FLASHING UNDERt STONE CAP I / I'', ;' Speed Approximate Location I I4 I 1T Q ,`LlirtitSign;'' of R" Water Line I I I ( FI=505.10 -` � d1 C�, LEGEND t U t I I �` cc d- I I c~n ( I I 01 ��-- Z' PROPOSED FACE AND BACK OF CURB ? ._zv GROUT JTS W/ 15! LANDSCAPIE O I EASEMENT PROPOSED MEDIUM TO Q I t I I r DOUBLE BRICK REINi= RGE17 CONCRI=TE d= _ I ° PAVEMENT W I 3 E X. SIDEWALK 1 INTENT. WALL HT tI PROPOSED LIGHT-DUTY PARKING W� I , x net R=5070AREAS REINFORCED CONCRETE Tei=.5{}0. . I PAVEMENT W1I— I { - r FI -5 S PROPOSED REINFORCED t II t I CBm °33'03"X,r CONCRETE SIDEWALK i ,, 1 r r PAVEMENT REF DETAILr REMOVE CONCRETE t ► ( I SIDEWALK AS NECESSARY I REBAR #4 @ 14" TO INSTALL UNDERGROUND PROPOSED SIGN �- I I I OCEW DRAINAGE AND UTILITIES j = I REF DRAINAGE & UTILITY 1 CONCEPTUAL TRAFFIC ( r PLANS I MOVEMENT PATTERN ,,- 1} LINE OF I I L PROPOSED FIRE HYDRANT FH PROPOSED LIGHTING (REFOO t i i` I i PROPOSED SIDEWALK V X -CU LIGHTING PLAN) TSR A proximate Location Jt SET I t t _, I i' {� g. gg' � t Storm.iell�er Line ACCESSIBLE ROUTE ............................ t t I MAINTAIN j PARKING COUNT N I I { I t t t I ( g I SAW -CUT LINE 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 I 10,260/57,487 = 0.178 SAWCUT� FIRE LANE STRIPING TOTAL IMPERVIOUS AREA: ±42,206 SF, 73.4% FIREIANE a Loeatita l I PARKING RATIO: COI` PARKING REQUIRED: 59 SPACES TOTAL PARKING PROVIDED: 59 SPACES (3 ADA SPACES) Severer Line JOB NO. CURTIS GROUP ARCHITECTS, LTD. 2013-252 5000 QUORUM DR. SUITE 500 301 N. ALAMO RD. DALLAS, TEXAS 75254 ROCKWALL, TEXAS 75087 SHEET NO. CONTACT: CRAIG WEDEMAN PHONE: (214) 378-9810 CONTACT: AUSTIN J. BEDFORD, R.P.L.S. PHONE: (972) 722-0225 C3mO EMAIL: cwedeman@cga-arch.com CAST STONE CAP 1 1'-6" » -3 5/8 PROVIDE CAP I ' I~ ~ i t I Inlet PROVIDE DOWELS FLASHING UNDERt STONE CAP I I TQp=s17°3S INTO CAP STONE I 4 i FI=505.10 -` INTO STONE WALL OWLOCK BRICK ROWLOCK- COURSE SEAL TOP COURSE GROUT JTS W/ WATERPROOFING t I I r DOUBLE BRICK _ *NOTE: FOR DESIGN WALL INTENT. WALL HT e } 1 IN RUNNING`D I AND MATERIALS BOND - TO MATCH ADJ I EXISTING WALLS I REBAR #4 @ 14" OCEW ,,- 1} LINE OF I I L LE D Approxi rriate Location EMAY } VARY I j of 36" Storms Serer Line MAINTAIN j - - N MIN I g 1,_g"... 6'-0" ABOVE GRADE } j REBAR 2'-4" O.C. ! N 1 i I } } { 1 4' ( LP LOT 1112 BRICK SCREENING WALL SECTION NTS IN c m y .K O d ° Y , 1 m , t 41 I _iw1�ILDtNiG 3 I t t J i I SITE DATA TABLE 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 = 17.8% 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) • Lot 5 LOCATION MAP NT, GRAPHIC SCALE 0 20 40 FEET 11111111111111110- 111=20' VARIANCE REQUEST • Allowance for ambulatory service and ambulance parking. • Variance to allow 28' building setback along south property line. <, • Y No 100 ear flood Iain exists on. ro e P P P rtY• t • OPS All mechanical equipment m ent shall be screened.VHEELSTORS TYP I u be� m _ Generator shall e equipped with hospital Ital radeACCESSIBLERAM 4 U (muffler. ROPOSED SIDEWALK r _.. Q m ._. (. 1 .. ...... ...... .... ... .. , 24 , 7 ft wide firelanes to have a mrnumum 30 inside I s de 3 ..... .... ..... 4 :'::: . , -. '..... 4 r , radius. 83.31 _ _ 1 ° Concrete pavement . construction' f 11 a L P o a walks PROP WALL , r , PROPOSED SCREEN 1 ,g _ parking &driveways. _. ..: i .. .. - � j._.. _._. MATCH INTO EXISTING 17 n� ° U �.. _ • ;.....:.,:. .-.... .. ,,, - _ REMOTE RE DEPARTMENT ., ° Drainage easements on roe will ,,.., ADJACENT SCREEN WALLS 9 property Y DCVA >v IASEMENT n ( ...... CONNECTION 4 , Qt�sutANCE : ° . '', PP maintained by property owners. 4 AMBULANCE LOADING ZONE �! Lot 4 WM I REF UTILITY PLANS 3' J. RAMP :' a A .. 27 IM BF 24' .37 t, PROPOSED :,• �- O 4 4 t 144A " ----- �- -------PRNATE &3' 113 _ _ 5 FSP---- 2F. DRAINAGE ------------- - a �. - ----� --- ° 4 ----- ME1#-t-- --- ja d ---- ----- Q ,: �— 10 -EASE �`°'a� 0 c, .9—° / 28 �� 0 0 d ° d pN FfRFth2;E CO N FiRaA?e — — — — ,I d E5� t28' BUILDING LINE 10' L /ro ANDSCAPE N� 9020 47 " Vii °�; �: 4' BUFFER EX. CONCRETE CURB \ -- 270.58''. a �I / 24' ACCESS & FIRE LANE EASEMENT. sib, o s.o �; / CR Y+ SAWCUT AND REMOVE IRS, CONCRETE CURB o o BRICK P -- _ L WALL ZEMOVE -E CURB / Ora `Q�`1 NEIGHBORHOOD CREDIT UNION I REMOVE CONCRETE 5 / PAVEMENT AS NECESSARY i n'1°42'02" W / TO INSTALL. UNDERGROUND 1510 6 0 17.32, / DRAINAGE , ZONING DISTRICT _ 5 PD -257 -C , L ( NEIGHBORHOOD CREDIT UNION i ► nst. ' No. 201200171249 I i O.P.R.D.C"T I I T I I I I , Lo 1R1, Block A Texasbank Addition } 1.245 ACRES I I ( (54,219 SFS FF - 512.00' 1 Iron Rod \ - Fnd° W/Cap 1=uu" RE'VIbt:U BRAEWOOD WEST Vol 80153, Pg 53 D.R.D.C.T. PAVING NOTE ALL DIMENSIONS ARE TO FACE OF CURB. Lot 3 THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF JACK H. GARNER JR., P.E. REGISTRATION No. 98447, ON 12/09/13 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 SITE PLAN TEXAS BANK ADDITION ®®BLOCK A LOT 1 112 O R _ E -CARE COPPELL t 330 S. DENTON TAP ROAD I i'i'i' z:,,, ti_:C�I P Lt, Lot 2 PL,4NNINIG & ZONING D P;i RT I IEN T SUBMITTAL: 10-23-2013 i REVISED: 12-10-2013 OWN CML ENGINEER PROJECT MGR. NEIGHBORHOOD CREDIT UNION ADAMS ENGINEERING JHG 13649 MONFORT DRIVE 910 S. KIMBALL AVENUE DALLAS, TX 75240 SOUTHLAKE, TX 76092 PROJECT TECH. CONTACT: CHET KIMMELL CONTACT: JACK H. GARNER, P.E. ES PHONE: (214) 748-9393 PHONE: (817) 328-3200 CHECKED BY EMAIL: jack.gamer@adams-engineering.com C ITECT AR H SaR;VEYOR JOB NO. CURTIS GROUP ARCHITECTS, LTD. `,,AJ BEDFORD GROUP, INC. 2013-252 5000 QUORUM DR. SUITE 500 301 N. ALAMO RD. DALLAS, TEXAS 75254 ROCKWALL, TEXAS 75087 SHEET NO. CONTACT: CRAIG WEDEMAN PHONE: (214) 378-9810 CONTACT: AUSTIN J. BEDFORD, R.P.L.S. PHONE: (972) 722-0225 C3mO EMAIL: cwedeman@cga-arch.com @ Copyright 2013, Adams Engineering