Loading...
HomeMy WebLinkAboutZ-4101-B Map 10Lo w L govJ NOTE: �,� �� ''6 a 9.5' TO BACK OF NEW Ili ARKN5As z 0 s *** so o q oa Q CURB MATCHES SOUTH co P4_ _ J5'-6" TO BACK OF CURB � I — — — — — — /ij FUTURE BACK OF CURB_ _ - w - /� W LINE OF EXISTING CURB PRO E 0 L BACK OF CURB PL 6 �$ 0 '% ALONG 26th STREET. aE ER STA 0+00 26th ST. = 3 t7'-6" EXISTING f6' NEW 2' 11.5' (p 26th STREET 5' NEW STA 0+00 CUMBERLAND e PAVEMENT PAVEMENT CURB 15.5' ® GUMSERLAND STREET CONC. SIDEWALK z No.2040 z �� EAST 26th STREET pP,, 60 -0" R/W - - m — - - 9s� MILL I" TO OVERLAY 2% SLOPE_ i l 1 EXISTING PAVEMENT PROFILE GRA E " r AS REG -D TO SLOPE UP 1/4"/ FT. B.C.RADIUS = 30' $R j1S //}z //A Q Z TO NEW rk =RLO FROM TOP OF GUR5 SIDEWALK �J ' T = 29.54' U- SEAL TO PROPERTY LINE p! I = 89"07' ''i 6 m _ _ — _ _ _ _ J 8p V 2 HMAC BEO .Sjo IPE TO _ _ BE J: SO MINIdIUM Q L = 46.66' R yJ BACK IF CURB 5' SIDEWALK -N89°07 E 140: 0 R - - - Q" COMPACTED 58-2 SASE COURSE ON TYPE 3 CURB Q _ _ COMPACTED SUB6RADE (CITY OF LITTLE ROCK — — — — — — —O — O (10% COMPACTION FOR BASE COURSE) GLASS 3 UPRIGHT) O / SEE DETAIL 21C,2 5' DEDICATED R.O.W. RIO% COMPACTION FOR SUSGRADE) Z� /30, ` iJ I I � 1 R30 20 STA Oi-29.54 B. C. P. T. I o I .-� MICAL SECTION STREET C° i[�? q PROPOSED CHURCH I ►� v i SCALE: I" = 4'-0" IW PIN. FLR ELEV. = 115.00 I c I COMPACTION TEST WILL REQUIRED14 W 114182 I I q I I PLAN A EAST 26th STREET �, SCALE: P = 20'-O" GONGRT� #4 CONT. � II �.I DISGONTINU� �•+ W � 120 A5FHALT PAYING JOINTS I 118 I 1. 1 1/211 R ® W C\1 `� �o �o �o o� _�� �l ~ ��o N 114 o�000iLo r, PROFME , EAST 26th STREET C J Cc q�l �1 OII 112 SCALE: I" = 20' HORZ. 8 4' VERT. - 110 U 108 TICAL CURB & GUTTER o 0 ® SCALE: 1 1/2" = 1'-0" 6L 1 � 06 w T CITY OF LITTLE ROCK CLASS #3 UPRIGHT - 0+00 0+50 1+00 1+50 2+00 PROPOSED CHURCH Exlsnr,G ALLEY R.o.W. I PIN. PLR ELEV. = 115.00 / +� I �� ��� EXISTING H/GRP RAMP N PROPERTY LINE 1/2' EXPANSION JOINT PROPERTY LINE STA 0+29.54 \— B. C. R T. �� - - R20 ' w l - TAPERED GUR5 1 I q7 TAPER CURB AT 5' SIDEWALK IQ HANDICAP RAMP 5' SIDEWALK r , \ 5' DEDICATED R.O. W. _ — - - - - - m F s1 0 R30 , SEE DETAIL 4/C2 ' 8" CONC. APRON Rio EX1Al \SID \^D� \^Lj I \ � � NORTH 3W �� EXISTING CURB RIO' h` _9. \ .. .a -e... a^—�. �,� — — � _ �+ _._ _.. r�,� _ U STING GU ✓, I ui.. y ,5 SIDEWALK .. ° m _ - < .. . --- s �. .F.'r - 1 v2" EXPAN. ----------------------- ------ 1 1/2° LIP 1/2" EXPAN. \ry 0 BACK OF CURB a I JNT. TYP. BACK OF CURB P.I. �` - \\� 0 0 D JNT. TYP. 1-0 1 STA 0+00 26th ST. _ STA 0+00 CUMBERLAND `\ � \ a I �\ ry e, p, �8 o �� _ _ _ _ _ _ _� \o X 15" RCP = = = = = � \° z S" GONG. APRON N#4's @12" EACH WAY \� 12 RGP ABANDONED \O \O ABANDONED \Q ^a0 ,CU\- lQ--iv'-�------ 0'O \\ ��8 \\ \ --- -----� --- ----p ----- v�-- - - CUMBERLAND \` STREET \o \o � w 0 \�9- �0 60'-0" R/W ; �; ALLEY TURNOUT SHALL BE CONSTRUCTED �d �a 0, — — — — — A.10 m MONOLITHIC WITH GUTTER SECTION. -----�,-------------- -- �'------- ° -----------q ---- B.C. RADIUS = 30' \\a \ /��---�'4T--------- N m \\O' $AGK OF EXISTING CURS 0 0 2 ISI ��� ���� TURNOUT T = 29.59' N F \\� \�Y' 0' `�' W I = 89°07' 0 4 ` `` \0 0� m tTOP OP EXISTING v� L = 46.66' `� ^: ` PIRE HYDRANT SCALE: I/8" I' -D" h V G5 RIM 108.10 q ti o W o 105.81 p REVISIONS CQ PL 1N 104.20 Ri Co © v d) 27 MARCH 2000 FL OUT 10320 —� � � PLAN A CUMBERLAND STREET ti -4 F � SCALE: " = 20'-0" c) 4 co v 12 JUNE 2000 I 118 1 _ PROPERTY LINE I/2' EXPANSION JOINT PROPERTY LINE 1 SIDEWALK 116 I I _ i m RIO, CONC ON Rio, e r ! 1/2" EXPAN. JNT. TYP. 114 - _ _ 112 1 1 1/2 LIP AS REQUIRED cm y 110 -------------- _ 6" GONG. APRON W/#4's (o12" EACH WAY aha� � toe I ' oxo PROFILE CUMBERLAND STREET , A � A � w 106 SCALE: ! " 20' t +ORz. 4' VERT. TYPICAL CONC. DRIVEWAY PLAN 104 --- ® SCALE: I/8" = I' -O" ---- 01 tzi ts ail J 102 --A 2 0+00 0+50 1+00 1+50 2+00 2+50 3+0 3+50