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HomeMy WebLinkAboutZ-4336-F Map 3o- l.7 I.j M N O fCO � n I - I l I� 1 ' L SOUTH FRONTAGE ROAD INTERSTATE 63/ 0 f I I IaI I I--- 15' 0 / 23 3� ICI EXOI STR CT FL 18"(IN)- ELEV. 344.4 FL 18"(OUT)- ELEV. 344.3 H 6" CLAY o 6" CLAY L-3$0.93 P p - P ¢ - - --- - -- - MH ¢ WM - - - - - - - - - -- -- - --- - -- - -- - - - o - - --- P- - - P -- J --�` P - _ J - _ -r _ _ - =6' CLAY- - _ _ z = _-_ _-_ -_ - _- - - _ _ =CURB INLET -J 6" SEWER FL 346 72 P LP --- I- -__ \ - - ------ - - -- \CU) \ _ _ - 4' CONCRETE WALK 12 L.F. OF 18" - - - -� TOP_ 349.4 ----- - ---T------- - -- - _ RCP CLASS -- - - - - -- I © I TOP 348.4 � - T- - _ -, FOUND AHTD BR SS CAP IN 81 LAN SCAPING A EA � N 8151.4 2" W �- 6 1 12 34 L - - - - 151.43 0 _ _ _MAGNOLIA 3 3.7 I CONCRETE. W MONUMENT 35 CONSTRUCT CUR INLET - `' FOUN AHTD BRASS CAP IN 1 3 4 CONSTRUCT CON RETE RB ND GUTTE 349 3 - 1 G 5 4 v'^ \IN RB NI I 9.4 � I CONCIRETE. R\0\W MONUMENT 49 u^ ET I 60'I' T`24' CP 0 I �pl SyP Mro A�9' N z CLEARUj TC 35 7 1M I z PP / 1 °' `° I o z cj� 19.34' c> Q i o IN `" 9 39' ` w a w < z I Q io o TYP• \ o N I o TC 349.2 p m¢ m 13 m z 1 � TO 348.8 I j� I ILLJ ¢gym ` \ ` m¢ I C) I h- I ,� a M d \ J _ z 0 I 1 0LL 4 o - r I z I :1-3, X 1. CONCRETE BLOCK COLUMN (TYP) w i i ov 10 z 20' 14.33' 62.35 90 I , ul i 60- PP � m n_ ¢ L�J I LLJ r � v o m 1 UZ I- U ,o m Lj 't 0 z m o! U ITr 355.1 4,c 5.77' 1 \ 9.24' i ACFgR \\ T 10.39, TYP. I 0� J \X\ z �, o z 00 34 \ co \ REMOVE 4" CONCRETE I L ��wss bu t z I EXISTING vim\ 1 ¢ CONCRETE PA TC 355. � 1 6 - 1 _ 5' BUFFERRIP � \ � L 0 rT-ri-r ri -__,,*-WOOD FEN 00 WOOD FENCE 10 REMAIN I P-T PP x /FOUND BOLT 3 p-? CONCRETE DRIVE ' I .� ___ I I v I / HANDICAPPED PARKINS1GN I z I 1 00 I \ I s TRANSITION CROSS SLOPE OF WALK TO 1/4" PER FOOT - R.O.W. AT DRIVE. TOP OF DRIVEWAY CURB TRANSITION CURB FROM DRIVEWAY SURFACE 6" TO 0" HEEGHT. DRIVEWAY CURB VARIES FROM 6" HEIGHT STREET CURB TO 0" « EXIST. ® SIDEWALK. 5 t __W - _-�J 6 ALK -- , • • .1 AT: •: INTEGRAL CURB ALONG •. DRIVEWAY ASPHALT STREET 6" CONCRETE DRIVE DRIVEWAY SECTION A -A SCALE: NONE SCALE 1" = 10' S 87'58'02" E% 150.81 349 _ 4 WIDE YELLOW 51R.PING (TYP. F PAINTED ISLANDS z w d U m � a VI Q o U;I w o Lj a 8" CONCRETE BLOCK WALL \ 10.39' \\ 91, TYP. \ TC, 350� i LEGEN EXISTING CONTOURS i FINISHED CONTOURS I 6" CONCRETE 4" CONCRETE TOP CURB ELEVATIONI PINE * 10" PINp �V \ FOUND 1/2" PIPE rL 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 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 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. BROKEN 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 TO MAKING A PROPOSAL TO PERFORM THE WORK. OTHER ITEMS OF WORK AND AG1_)ITIONAL MATERIAL NECESSARY TO COMPLETE THE PROJECT SHALL BE (,nrj',0FRFD SUBSIDIARY TO THE ITEMS ON THE LIST OF QUANTITIES. •--T HAS BEEN MADE TO COMPUTE THE PRECISE BALANCE OF CUT/FILL llru,_IRED, THE CONTRACTOR SHALL PROVIDE BORROW MATERIAL OR REMOVE EXCESS VATERIALS AS REQUIRED TO ESTABLISH THE PLAN GRADES. 11. TEM - 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. 15. ALL SURVEY STAKING SHALL BE PROVIDED AT THE CONTRACTOR'S EXPENSE. 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. i eL William E. Ruck, RLS No. 4686 Date 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. ESTIMATED QUANTITIES ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANITIES ,,.•,.,,,��� 1. TOP SOIL C.Y. 70 `, '•, , �.,`'���,45►E/�C� O 2. HANDICAPPED SIGN EA. 1 SIAlE 0I0'' ARKANSAS •� (e 3. ASPHALTIC CONCRETE HOT _ 71; N0.908 ' O �' MIX SURFACE COURSE TON 178 - /�i s, n,uaes 4. AGGREGATE BASE COURSE TON 411 5. CONCRETE SIDEWALK S.Y. 12 . ......... 6. 6" CONCRETE PAVEMENT S.Y. 40 7. STANDARD CURB INLET EA. 1 7 use st 5 z A B hS 1 S 8 CONCRETE CURB AND GUTTER L.F. 538 REG€S'TEREB 18" REINFORCED CONCRETE P R 0 F E s s 10 A A L 9 CULVERT, (CLASS III) L.F. 12 E N, G 11� L E 2 x No.4686 JV� i�7gM EAO-