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HomeMy WebLinkAboutZ-4336-F Map 1o-L 0 rn I W I N r uo 0 rn d O 1n m z (n r`! J ' SOUTH I I FRONTAGE OAD INTERSTATE 31Co (3I I B ! r II -1 - 15' �3 3 10 1 CONSTRUCFL T 18"(IN)- ELEV. 344.4 23' Q G' E/ I -----_ __- I�I EXISTING' 18"(OUT)- ELEV. 344.3 l 6. SAY y - - 6" CLAY -FL-�93 _ __ p - P - P -- ---=-= _- ==6„ CLAY=� -- ?Ip - - , - - - - - - - - - - - _ _-_ - - - _ _ CURB INLET 1i__ p P1 -6' SEWER FL 34.72 -- -- --� LP -\a r - - - E SEW - cI F �--!----� 4' CONCRETE WALK � ----------_-- _-_-- --____ --_ -- �----�--- - - ----- -- -- - 12 L.F. OF 18,. -6" CLAY-_ _- j o --I -- - -I- 5 '- - - - - - - - TOP 349.4 RCP CLASS IIC1 - - - % _- N 87'38'52' yy TOP 348.4 T - - ; - - �_ FOUND AHTD BR SS CAP IN 8' LAN SCAFING A EA -' - --- 6 1 12 - - F - - - - - - - - - 3 3.7 1 CONCRETE. W MONUMENT / 151.43 0 _ MAGNOLIA `T4 35 l ONSTRU T C� INLET = - I a CONSTRUCT CONCRETE JRB DL GUTS 349 3 _ FOUND AHTD BRASS CAP IN �I 1 53• = 4 ICI SC \ / 1 - 94 �\ 49 I CONCRETE. R\O\W MONUMENT f \'11N R© N I / l -- "v^ ETL -1� I _ 60' C 24 0I I I 13 N TIC 348.5 Iy� X� s' CLEAR N a tj �0. I LAJI z / l a 1 III c� I F- 0 r� k •1 3 � PP 0 0 '� N �99'_ � ? lb 19.34' z ��O 39' � ! a o TYP. ` } I W a z l Y IN o Al ` \ W N I o TC 349.2 A mr I 3 IN z a 1 Q(-P 1 Z OL� U U s ,y, U \. U I r - �, Xo I m,o 2.0'1 \ -1.3 X 1. CONCRETE BLOCK COLT W i ^ ¢ - --� - 14 33'- _(_ _ - - - 62 35t \' \ 90' I r. ---- - - I I v Sp F- N Y \ \ v 60' \ 45' - ��. 349 a Ld to m a o QD J I }- II�' I r .,%1.\ `.\ �� 4'. WIDE YELLOW V� a a lY rt� 3 ` ,, , - < \ 1 �\ STI'DTJG (TYP. F I- j 1 .J I C 3','-s 6� - _ _ _ PAINTED ISLANDS ^ I� w z A _ F- LIj Cl_ Io I . n 3`,55 1 \ \ \ Q1 ' ,I Q \\\ _ \ \ 2 ' a 8" CONCRETE BLOCK WALL \ , ` m r cn oz 0 -�� 355.6 V \ \ \ s/ > z `' a' s� 2S > - U \ 3 a- \ O i •,\ TC356.1 I 5;7 ` 9 24' w tjf i L.5 1G39 v ��iA �v \� 1 ATYP. �.._.._0.39' zl\ \ \ z �� I TYP. O t J. \TG 3505 - X - X --- `� TC 350.0 -._- w'z '1 \ REMOVE 4" ONCRETE WALL\ m a Z 35� 0 EXISTING _ -- -- - 0_ Z CONCRETE Pp I TC 355. -_ _- W I 0 I' 5[ 1' r F R' i a 6 _ ,, - _ 1"WOOD1.1 znun�,_. * 8.' PINE -I L P- T - - - X _ * 10" PIN � ��� � WOOD FENCE 0 REMAIN � `_.�- _ � � �._ T- - - _ -_ � __. k� J - ,FOUND BOLT S 87'58'02" E; 150.81 k� 3 P-T I `I:3NCFE E L Iv - �.t vi-�- - - - - - J- - - - __ I o III FOUND 1/2" PIPE �y f I ` - - - - - _ J U HANDICAPPI-C FAP Kwr... ILv 6 s� ESTIMATED QUANTITIES ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED TRANSITION CROSS SLOPE QUANITIES OF WALK TO 1 /4" PER FOOT W 1. TOP SOIL C.Y. 70 AT DRIVE. TOP OF DRIVEWAY CURB ANSITION CURB FROM LEGEND 2• HANDICAPPED SIGN EA. 1 DRIVEWAY SURFACE TO 0" HIEGHT. 3. ASPHALTIC CONCRETE HOT DRIVEWAY CURB VARIES EXISTING CONTOURS ---- - - 350-- -- MIX SURFACE COURSE TON 178 FROM 6" HEIGHT ® IFS STREET CURB TO 0 I FINISHED CONTOURS 4. AGGREGATE BASE COURSE TON 411 ,,,� _ 1 5. CONCRETE SIDEWALK S.Y. 12 5} + EXIST. 6" CONCRETE ® SIDEWALK. WALK '� 6 - - Nl 4" CONCRETE 6. 6 CONCRETE PAVEMENT S.Y. 40 INTEGRAL CURB ALONG 7, STANDARD CURB INLET EA. 1 r DRIVEWAY ASPHALT TOP CURB ELEVATION TC 350.0 8 CONCRETE CURB A STREET 6" CONCRETE DRIVE AND GUTTER L.F. 538 9 DRIVEWAY SECTION A - A 18" REINFORCED CONCRETE ' CULVERT, (CLASS III) L.F. 12 SCALE: NONE SCALE = 1 U GENERAL NOTES 1. THERE ARE NUMEROUS PUBLIC AND PRIVATE UTILITIES WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION AND AN ATTEMPT HAS BEEN MADE TO INDICATE THEIR PRESENCE ON THE PLAN. PRIOR TO BEGINNING ANY TYPE OF EXCAVATION, THE CONTRACTOR SHALL CONTACT THE VARIOUS UTILITY COMPANIES, AND MAKE j, ARRANGEMENTS FOR THE LOCATION OF THE UTILITY ON THE GROUND. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE UTILITY LOCATION MARKINGS UNTIL THEY ARE NO LONGER NECESSARY. 2. ALL DEMOLITION, EXCAVATION, GRADING AND DRAINAGE, EMBANKMENT OR SUBGRADE CONSTRUCTION, PAVING, STRIPING AND MISCELLANEOUS CONSTRUCTION, INCLUDING THE EQUIPMENT AND MATERIALS REQUIRED FOR THIS CONSTRUCTION, SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, OF THE ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT, EDITION OF 1988. 3. REMOVE EXISTING CONCRETE DRIVEWAY APRONS FROM EDGE OF ASPHALT TO SIDEWALK; ISOLATE PAVEMENT TO BE REMOVED WITH A NEAT VERTICAL SAWCUT FROM ANY EXISTING PAVEMENT TO REMAIN; RESTORE WITH NEW CURB CONSTRUCTED TO MATCH THE EXISTING CONCRETE CURB AND GUTTER CROSS SECTION. 4. ALL EXISTING TREES ON SITE SHALL BE FULLY PROTECTED FROM DAMAGE BY THE OPERATIONS OF THE CONTRACTOR EXCEPT AS SHOWN ON THE LANDSCAPE PLAN_ 5. CONSTRUCT CURB INLET AS FOLLOWS: TOP ELEVATION (NORTH) - 349.40 TOP ELEVATION (SOUTH) - 348.40 CURB INLET IN (SOUTH) - 347.23 FLOWLINE 18" RCP (OUT) - 344.50 6. EXISTING CONCRETE SLABS, DRIVEWAYS, ETC, CURBS TO BE REMOVED SHALL BE ISOLATED BY A NEAT VERTICAL SAWCUT FROM ANY EXISTING PAVEMENT TO REMAIN. 7. A MINIMUM OF 6" OF TOPSOIL SHALL BE PLACED BETWEEN THE NEW CONCRETE CURB AND GUTTER AND THE EXISTING WALK ON THE WEST AND NORTH, THE CONCRETE BLOCK WALL ON THE EAST, AND THE PROPERTY LINE OR CONCRETE BLOCK WALL ON AN (TYP) THE SOUTH. SHAPE TOPSOIL TO FINISHED GRADES AS SHOWN. PLANTINGS AND SURFACE MATERIALS AS SHOWN ON SHEET 2 OF 3 "LANDSCAPING PLAN" TO BE PROVIDED BY OTHERS. 8. D=CKEN CONCRETE SLABS 6" OR LESS IN THICKNESS SHALL BE REMOVED AND DISPOSED OF OFFSITE. SLABS OR FOOTINGS GREATER THAN 6" THICK MAY REMAIN IN PLACE AND SHALL BE COMPLETELY COVERED WITH TOPSOIL. 9. "ESTIMATED QUANTITIES" SHOWN HEREON SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TC MAKING A PROPOSAL TO PERFORM THE WORK. OTHER ITEMS OF WORK AND Ar I ,TICNAL MATERIAL NECESSARY TO COMPLETE THE PROJECT SHALL BE - ONSDERED SUBSIDIARY TO THE ITEMS ON THE LIST OF QUANTITIES. s� 10. NO AIILVPT HAS [AEN MADE TO COMPUTE THE PRECISE BALANCE OF CUT/FILL REQUIRED; THE CONTRACTOR SHALL PROVIDE BORROW MATERIAL OR REMOVE EXCESS P MATERIALS AS REQUIRED TO ESTABLISH THE PLAN GRADES. A 11. TBM - TOP OF AHTD R/W MONUMENT AT THE SOUTHEAST CORNER OF 8 TH AND BISHOP STREET. ELEVATION - 353.59 12. ALL CONCRETE SHALL BE 3,000 P.S.I. MINIMUM. 13. ALL ASPHALT CONCRETE SURFACE COURSE SHALL BE TYPE 2. 14. ALL EXISTING SURVEY MONUMENTS SHALL BE PRESERVED. V15. ALL SURVEY STAKING SHALL BE PROVIDED AT THE CONTRACTOR'S EXPENSE. 1 1i CERTIFICATE OF SURVEY I, William E. Ruck, hereby certify that a survey crew of Garver+Garver, P. A., did perform a boundary and topographic survey of the described property and that this plan is an accurate protrayal of the survey results. William E. Ruck, RLS No. 4686 Dat LEGAL DESCRIPTION The North 100 feet of Lot 6; the West 44 feet of the North 100 feet of Lot 5; the North 100 feet of the East 6 feet of Lot 5; and the North 100 feet Lot 4; all in Compton's Subdivision of Little Rock, Pulaski County, Arkansas. `�•�V1Sf?/�L�''•,� CURB AND GUTTER LOCATIONS WHS IWER 11-6 N 0]S i A IE OI •••, NO_ REVISIONS BY PPR. DATE .AxK.908 NW N0.08 0 � ARKANSAS CHILDRENS HOSPITAL '; �_ -O > LITTLE ROCK ARKANSAS CONSTRUCTION PLAN TF Up AR9.,A N. s,iS PARKING LOT CONSTRUCTION #• SOUTHEAST CORNER OF � RE4 Lss10IN RED 8 TH AND BISHOP STREET PROFCS�tO�aL -- --- )t . L EDESIGNED BYE WER SCALE: No.4686 �, DRAWN BY: _�VS Garver+Garver JOB NO/ /1"-10 4k EAV(%� CHECKED BY: WEIR and Planners 90-1572 Little Rock, Arkansas SHEET Na DATE: NOVEMBER 1990 1 of 3