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HomeMy WebLinkAboutZ-4649-B Map 3EX. FIRE HYDRANT EXIST CURB INLET TOP = 347.52 FL = 344.42 EXIST CURB INLET TOP = 346.09 FL = 342.58 WWI SET 5/8" REBAR LOTS 1-8, BLOCK 12, BRADDOCK'S ADDITION EXIST SSMH TOP = 349.83 . - FL OUT = 345.50 EXIST SSMH -- TOP 347.38 FL IN = 344.88 FL OUT = 344.30 - 16' ASPHALT ALLES.SY_ _ 7 336 7 FOUND 3/4" PIPE ,.. E.'_NEW LANDS.-AREA18.90 Q 1$' \ IST. 25.2' 128'vxf- SET 5/8" REBAR SET CHISELLED -X"- EXIST SSMH TOP = 341.08 EXIST SSMH / FL IN = X337.83 TOP = 331.37 23 . FL OUT = 335.85 I _ i \ 1 FL IN 329 , / FL OUT = 328.98 Ln d X T SSMH TOP = 330.12 til FL IN (N) = 327.02 FL OUT(E)= 326 9831 5 �MD \ 9 v7� / - EXIST JUNCTION BOX 3�� I TOP = 329.82 FL O = 326.55 FL OUT = 326.26. 27 14' 1 a 'C - Ld SP�AVT �' ��, Y 18' o EXISTING CHURCH BUILDING 40 �� d 2 STORY BRICK/FRAME 24.6' o / Y I a\ / �\ a / o i' � Z N Y /� / z 36' I ¢ 5? Q Q- < / LL m� //0 LL / o W U / j p -� 'lam m _ a _s �I o - W- EXIST. WATER LINE -GAS- EXIST. GAS LINE -SS- EXIST. SANITARY SEWER LINE Q EXIST. SANITARY SEWER MANHOLE = 179 EXIST. STORM WATER PIPE ® EXIST. CURB INLET 3 EXIST. IDX. CONTOUR = 111 O O a EXISTING FIRE HYDRANT N Q } / EXIST SSMH d C.) fr j..1 (n TOP = 328.46 4.60 Q�y \ � _ / ? W C9 I FL OUT 32 2455 e cll 18' 18' `17' 22' J. MIN. '� U ¢ l 4.8' j % Cn m i k -/ 00 5. I rsj N CO 37' ® 0.'i - xlsr. slcN #1 / / i 20' N a CANTERob 14 „ 20 / 'EXIST. SIGN f2 r1 PLANTER 10.1 ' 2 --� i 16 ✓h _ PLANTERN 20' R2® i. S 5/8" REBAR 4 -- - - - - EXIST. SIGN., Q," L NEW LANDSc APED AREA c Nc. RAMR H C._ WALJ<- CO(1A // ®EigjWMET-P.S. EXIST. SIGN #4 Z "-II LANDSCA- PED AREA X330_ _ - "> \ O � � � � ,5 CON'. -- -- - - - - - €X. 7REr - o r R.C. EXI � SSMH ` 1 UT TGP = 341.22 - ,�_STIi+'ET - - FL CUT = 3'36.96 j ��-_ ----8�, s 12" R.C.P.`. _ - .. _ \ XIS UCT- RBINL� p EXIST CURB INLET - - - - S 0207..3%8 W FLP (W)42( - 338.77 �'� - _ TO d - -'"� l - FL IN N = 324.08- " ( 50, 00' FL OUT (E) = 338.71 �'�`� -- -- -- F . FL IN OUT E�= 322.06 S) = 321.98 - COMPUTED CORNER BLOCK 15, BRADDOCK'S ADDITION TOPT=CURB 325.96LET- FL IN = 321.59 FL OUT = 319.56 SIDE ELEVATION SCALE: NONE EX. SIGN ab'1 B• X 5' SIGN XX. SIGH'`' #2 7' X 4' SIGN EX. SIGN #3 4.5' X 5' SIGN EX .ti'IGN #4 4' X 5' SIGN i -FOUND 1/2" REBAR .0/9 // EXIST CURB INLET , I TOP = 322. '�,it/ 26.34 FL IN = 322.62 FL OUT = 322.34 I� TOP 327.35 FL IN (N) = 321.52 FL IN E = 321.56 FL OUT (S) = 321.45 VICINITY MAP NOT TO SCALE PROJECT LOCATION BOUNDARY DESCRIPTION LOTS 9, 10, 11, 12, 13, 14, 15, AND 16, BLOCK 12 BRADDOCK'S ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY ARKANSAS. FLOOD CERTIFICATION THE SUBJECT PROPERTY IS LOCATED IN ZONE 'Y' - AN AREA OUTSIDE OF THE 500 YEAR FLOODPLAIN, AS DETERMINED BY THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 050181 0011 E, WHICH BEARS AN EFFECTIVE DATE OF NOVEMBER 3, 1993. PARKING DATA LEGEND - W- EXIST. WATER LINE -GAS- EXIST. GAS LINE -SS- EXIST. SANITARY SEWER LINE Q EXIST. SANITARY SEWER MANHOLE = 179 EXIST. STORM WATER PIPE ® EXIST. CURB INLET 3 EXIST. IDX. CONTOUR = 111 EXIST. INT. CONTOUR a EXISTING FIRE HYDRANT N EXISTING WATER VALVE 0 EXISTING WATER METER CHURCHES PRIOR TO NOV. 1, 1998, EXISTING GAS METER �T EXISTING TELEPHONE PEDISTAL EX. SIGN #3 4.5' X 5' SIGN EX .ti'IGN #4 4' X 5' SIGN i -FOUND 1/2" REBAR .0/9 // EXIST CURB INLET , I TOP = 322. '�,it/ 26.34 FL IN = 322.62 FL OUT = 322.34 I� TOP 327.35 FL IN (N) = 321.52 FL IN E = 321.56 FL OUT (S) = 321.45 VICINITY MAP NOT TO SCALE PROJECT LOCATION BOUNDARY DESCRIPTION LOTS 9, 10, 11, 12, 13, 14, 15, AND 16, BLOCK 12 BRADDOCK'S ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY ARKANSAS. FLOOD CERTIFICATION THE SUBJECT PROPERTY IS LOCATED IN ZONE 'Y' - AN AREA OUTSIDE OF THE 500 YEAR FLOODPLAIN, AS DETERMINED BY THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 050181 0011 E, WHICH BEARS AN EFFECTIVE DATE OF NOVEMBER 3, 1993. PARKING DATA DATE: 0 EXISTING ON-SITE PARKING = 68 PARKING SPACES i t = 111 PARKING SPACES TOTAL EXISTING PARKING = 179 PARKING SPACES (8 H.C.) PROPOSED ON-SITE PARKING = 44 3 PROPOSED OFF-SITE PARKING = 111 PARKING SPACES a = 155 PARKING SPACES (INCL. 6 H.C.) TOTAL PARKING REQUIRED* 1.` z, *SECTION 36-502 - FOR EXISTING CHURCHES PRIOR TO NOV. 1, 1998, PROVIDE 1 PARKING SPACE PER 5 SEATS. FROM FIELD INSPECTION: 1205 L.F. PEW SPACE ® 20" PER SEAT 723 SEATS 78 INDIVIDUAL SEATS 78 SEATS TOTAL SEAT SPACE IN CHURCH 801 SEATS 801 SEATS © 1 PARKING SPACE EX. SIGN #3 4.5' X 5' SIGN EX .ti'IGN #4 4' X 5' SIGN i -FOUND 1/2" REBAR .0/9 // EXIST CURB INLET , I TOP = 322. '�,it/ 26.34 FL IN = 322.62 FL OUT = 322.34 I� TOP 327.35 FL IN (N) = 321.52 FL IN E = 321.56 FL OUT (S) = 321.45 VICINITY MAP NOT TO SCALE PROJECT LOCATION BOUNDARY DESCRIPTION LOTS 9, 10, 11, 12, 13, 14, 15, AND 16, BLOCK 12 BRADDOCK'S ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY ARKANSAS. FLOOD CERTIFICATION THE SUBJECT PROPERTY IS LOCATED IN ZONE 'Y' - AN AREA OUTSIDE OF THE 500 YEAR FLOODPLAIN, AS DETERMINED BY THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 050181 0011 E, WHICH BEARS AN EFFECTIVE DATE OF NOVEMBER 3, 1993. PARKING DATA DATE: 0 EXISTING ON-SITE PARKING = 68 PARKING SPACES EXISTING OFF-SITE PARKING = 111 PARKING SPACES TOTAL EXISTING PARKING = 179 PARKING SPACES (8 H.C.) PROPOSED ON-SITE PARKING = 44 PARKING SPACES PROPOSED OFF-SITE PARKING = 111 PARKING SPACES TOTAL PROPOSED PARKING = 155 PARKING SPACES (INCL. 6 H.C.) TOTAL PARKING REQUIRED* 160 PARKING SPACES (INCL. 6 H.C.) *SECTION 36-502 - FOR EXISTING CHURCHES PRIOR TO NOV. 1, 1998, PROVIDE 1 PARKING SPACE PER 5 SEATS. FROM FIELD INSPECTION: 1205 L.F. PEW SPACE ® 20" PER SEAT 723 SEATS 78 INDIVIDUAL SEATS 78 SEATS TOTAL SEAT SPACE IN CHURCH 801 SEATS 801 SEATS © 1 PARKING SPACE PER 5 SEATS EQUALS 160 PARKING SPACES REQUIRED. N LANDSCAPING DATA EXISTING LANDSCAPED AREA = 5645 SQUARE FEET PROPOSED LANDSCAPED AREA = 6785 SQUARE FEET 20 0 20 40 60 Scale 1 " = 20' --�} --- EXISTING UTILITY POLE & OVERHEAD ELECTRIC LINE EXISTING TREE o EXISTING SHRUB ? EXISTING CREPE MYRTLE FOUND 5/8" REBAR O SET 5/8" REBAR HANDICAP PARKING 0 EXISTING CONCRETE PAVEMENT x TBC POINT LOCATION y TRAFFIC ARROW - - - - - - PROPOSED PARKING LOT STRIPING PROPOSED CURB AND GUTTER - PROPOSED CONCRETE PAVEMENT PROPOSED BUILDING HATCH PROPOSED R -O -W DEDICATION WEST 77TH STREET -----------D �oao� o WEST 19TH STREET EXISTING OFF-SITE PARKING MAP NOT TO SCALE CURRENTLY, THE CHURCH HAS 111 OFF-SITE PARKING SPACES BASE MAP INFORMATION OBTAINED FROM PAGIS. NUMBER OF PARKING STALLS OBTAINED FROM FIELD INSPECTION. J W W Z5 0 U) fr 0- Q U Ir H J ui U) Co O O Co Co 0007100mQoxa N YXLp�U U�I'C n' aC OU a5m E O O W H J OO Q� w w CON@ moo CO ttz � ❑ U N � N U W C_ LU 0) M C o Cu W LLj N cr) �L_u� ■. LO CU GO >�>Cu 0 ■. >< I Q %qO Nz CC) .. Lu 0' 0 o ■■ r, J 0 10 o�0xx DRAWN BY: DATE: 0 6/18/01 DESIGNED BY: PROJECT NO.: EX. ON-SITE EX. CHURCH a JCS PARKING C1 w rn (51 SPACES) N n z" OY w WEST 78TH STREET N w z a w N U 00 w N N 0 ORO X � ORO waw xQa waw �oao� o WEST 19TH STREET EXISTING OFF-SITE PARKING MAP NOT TO SCALE CURRENTLY, THE CHURCH HAS 111 OFF-SITE PARKING SPACES BASE MAP INFORMATION OBTAINED FROM PAGIS. NUMBER OF PARKING STALLS OBTAINED FROM FIELD INSPECTION. J W W Z5 0 U) fr 0- Q U Ir H J ui U) Co O O Co Co 0007100mQoxa N YXLp�U U�I'C n' aC OU a5m E O O W H J OO Q� w w CON@ moo CO ttz � ❑ U N � N U W C_ LU 0) M C o Cu W LLj N cr) �L_u� ■. LO CU GO >�>Cu 0 ■. >< I Q %qO Nz CC) .. Lu 0' 0 o ■■ r, J 0 10 o�0xx DRAWN BY: DATE: JA/TG 6/18/01 DESIGNED BY: PROJECT NO.: JA/TG 12974.001 CHECKED BY: SCALE: JCS AS SHOWN C1