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HomeMy WebLinkAboutZ-4350-B Map 5J rn m 1 0 i 0 w Z z 0 0 I 00 00 Q U O 3 w EXISTING 12"WATERLINE T }�3" ON12" WATER APPROX. 42NORTH SERVICE CONNECTOR CENTERLINE BASELINE ROAD DIVERT DITCH INTO STORM - - -- DRAIN PIPE _350CONSTRUCT 18"FLARED END SECTION \ 20LF 18"STORM `��\ DRAIN ___ CONSTRUCT CURB INLET �.-- 6"S.S. SERVICE LINE W. BASELINE ROADI EXISTING ir18" RCP ----— L 3—WATER SERVICE LINE EXTEND 18" RCP ADJUST EXISTING MANHOLE TO -- -- - - __ _ _ 8". SEWER I TO GRATE INLET - - -S - - - - - - - - - - - EXISTING EDGE OF PAVEMENT PROPOSED STREET WIDENING 18" STORM GRATE INLET N 89'26'581 E I I LOCATE 2' NIDE BY 4' DRAIN PIPE LONG GRATE IN GUTTER LINE 55.0' I ___----------- (WATER METER \�\ CONCRETE (SETTING FUTURE \ \ LANDSCAPED AREA LANDSCAPED AREA CONCRETE \ -*t+ DRIVE \ \ .PROPOSED R/W 14' CONCRETE SIDEWALK \ _ ► �_ 156.63' \ \ -� \ I I _ CONSTRUCT \ 24"STORM \ \ DRAIN 6"SANITARY \ I SEWER SERVICE `I LINE \?T \ I -—-- ---- GRADE - \ \ \ ------ -, %p 1.13r. p 9' 25.13 — - / / i / i / - - - - - FIVU - aD - - -- -- - - - 0 -- v_ - - c7L�_ _ N _ i - - ---- >--- -- 295 295 w - -_ - -- -CN - =- _ - - -- - - -- - - --- - fi - 290 - - - -- -- - 290 __ - - - - -- 41+ 285 - - _-_- 285 _ - _ — -- - - - 0 C' 20 40 60 80 1+00 120 140 60 K) --_� 220 240 260 280 3+00 320 340 360 4-- 38C 4+` ` \ END STREET WIDENING` \ AND SIDEWALK 5' FROM PROPERTY LINE \ CONSTRUCT SANITARY CONSTRUCT SEWER MANHOLE 6 SANITARY % �' SEWER SERVICE PROPOSED R.O.W. LINE EXISTING 8' J SANITARY SEWER EXISTING � � MANHOLE /� o o CONSTRUCT DRAINAGE 4 SWALE FROM GUTTER LINE TO EXISTING DITCH - - - \ \ \ G J Ot QLD G O PROPOSED STREET - - - — - - - _ 25' BUILDING SETBACK PROPOSED R.O.W. WIDENING - - - _ - - - - - - S 22'03'22" W - - 24"STORM DRAIN N �� II HANDICAP � RAMP I 11 11 � i - ------ -- 4'CONCRETE SIDEWALK HANDICAP RAMP EDGE OF EXISTING i CONSTRUCT PAVEMENT - I i CURB INLET _ ' II REMOVE HEADWALL AND I EXTEND 24 RCP TO I CURB INLET -- �I` E�,sTiNc 24 R.c.P \ � \ ` \ \ � \ --� 5'S BASELINE ,,� 45STAGECOACH CENTERLINE z EXISTING ROAD � 22' BASELINEow--wd 33'BASELINE 3 15' STAGECOACH 30'STAGECOACH PROPOSED STREET I � ' WIDENING I CC 4 CONC PROFILE 3'ASPHALT(3451b/S_Y) EXISTING STREET IDE- GRADE= WALK TOP CURB PRIME COAT 0.3GAL\S. Y. I I EE 3 1/4"/ft 10"CRUSHED STONE MATCH EXISTING �� BASE COURSE /PAVEMENT ELEV. (MIN) 1 - SUBGRADE COMPACTED TO 95% MOD. PROCTOR + DENSITY l No. .;. S TYPICAL STREET WIDENING SECTION ' STAGECOACH ROAD (STATE H #5) -- -- - - 295 - — -- _ --- — - -- - - - - _ - 295 - ROBERT EAST COMPANY LITTLE ROCK, ARKANSAS -_ Nij EN- - -- - _ STAGECOACH ® BASELINE ROAD 290 _ __ - - -- MAI - - --7- - SHOPPING CENTER 1-111- C HAMTOS STAGECOACH ROAD & BASELINE ROAD 285 PLAN & PROFILE - - ---- --- -- - -41- _ - - - — DESIGNED BY:RDH J�lr�i�JJ I�,3 SCALE: 1"=20 DRAWN BY: HEW SHEET N0 CHECKED 8Y RDH n. Engineers and Planners Little Rock, Arkansas - -- --- '--- -- - - 2 of 4 DATE: OCTOBER 1989 0+00 20 40 60 80 1+00 120 - 180 2+00 220 240 260 280 3+00 320