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HomeMy WebLinkAboutZ-4336-F Map 5Ico ! ' II ' Co SOUTH FRONTAGE /ROAD - INTERSTATE 630 ~ I (33.1' B - B) / I I f / I ICI / I 15, 03 / ' 1001 CONSTIR CT fL 18"(IN)- ELEV. 344.4 0 / 1 ------ 23' 1�1 EXISTIN FL 18"(OUT)- ELEV. 344.3 MH ---- - I I / 6" CLAY O 6" CLAY L0 93 \ _ � - p - - _ - - t---- --- ---- - P - --_ - = o _ = - _ _ -6 - Z = SM - \ PCUG9 INLET L J P P --� o- -- - P J MH Q \--CLAY--- LP- - - - - - - ----- --_ _ -- - _ -- 6 SEWER FL 346.72 p ---- - 4' CONCRETE WALK - - - --_ - -- ----- -_-__- ----- --_--- 6„ CLAY-== -� r - ------ _ rTOP349.4 �12CL�COFS8 - - - -- R P LAS N 87'38'52" W - - - LOP 348_4 `- -� 6 -- 7 - 12, -- F----------- FOUND AHTD BR SS CAP IN 81 LAN SCAPING A EA i51 43 _ 1 _M_AGNOLIA, `T4 3 3.7 I CONCRETE. R W MONUMENT 350 CONSTRU T CU'�B INLET FOUN AHTD BRASS CAP IN I CONSTRUCT CON RETE RB ND GUTTE 4 0 1 I 4 349 - 3 - 53. __ CURB LNI I SC � - '4 49 I CONCRETE. R\0\W MONUMENT \ \ v^ INLET 60' I I - - 24r' CP - -- -- - - O 11 I , c� I, cj AyP �o �u� 9 N \ 1 p f z CLEAR I \�0 ~ 41 1 I TC 35 7 I I M I p\ 0� c� PP 0 1 o '°' N 99' -1 z g 19.34' w 39' ° Lj a I J Io CN TYP. \ w I o TC 349.2 m? I a I z ` TC 348.8 I� `1Q O1 Q I 121% z v a I I a M , \ aUJI pp u-QF 1 X o1 U I r- z ~ z p \ 1 1.3' X 1. CONCRETE BLOCK COLIL V) 1 z w,� A 20 14 33' , 62 35 \ 90,LA I r. I Ln 60' 45 1 z '349 O1 ul n n In { Yp\ R \ z N I- ¢ L - L,J I r 4.. ,'J�f`E J YELLOW \ 1 I N hi a i �\ ! STRIPING (TYP. F � 010 _ CD 3' \ / PAINTED ISLANDS 0 w I z 1_ ^' w v. TC 3557 JJ - P > o w n o ,, I a - 3551 \ \ B" CONCRETE BLOOK WALL Of U) Fa of • f �I 355.E s \\ s� 3 a \30 �'~\\ F 1 I TC i356.1 5.7T 9.24' 10 39 \TYP. cs� N TYP. \ 1 .91' 6' 1 z - _- - X - s_ \ 350.5 TO 350.0 � h � 5 G $ � '1 I REMOVE 4" ONRp E WALL`.0L 60' IY \G 353� a \ �-551 \ _ _ _ 0 z EXISTING-- z p a CONCRETE PA 1 TO 355. `\ � I I � 5' BUf ER STRIP - r--- = � Q w © _ _ 'WOOD rFEN �� �� , rT;a ,_ , r , * �t3 1J p L P- 1 - F F , - �,r _� \. * 10" PIN �. y F WOOD FENCE J0 REMAIN I j - \c> I x FOUND BOLT S 87'58'02" 150.81 / 3 - -�- p-T � _ - I \CON CRETE CRIVE- C- IIx FOUND 1/2" PIPE -V) -I W I I HANDICAPPED PAR 1 -�------- -- - - - -I �I \ UI ADCPEK!NC 1GN 1 z I p o 1 C-) If ��� ,S �`�� _• 6 ESTIMATED QUANTITIES ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED * TRANSITION CROSS SLOPE QUANITIES OF WALK TO 1/4" PER FOOT - R.O.W. 1. TOP SOIL C.Y. 70 AT DRIVE. TOP OF DRIVEWAY CURB _ TRANSITION CURB FROM f LEGEND 2. HANDICAPPED SIGN EA. 1 DRIVEWAY SURFACE -6" TO 0" HIEGHT. 3. ASPHALTIC CONCRETE HOT DRIVEWAY SURFAC/ DRIVEWAY CURB VARIES EXISTING CONTOURS - - -- 350- -- MIX SURFACE COURSE TON 178 4• AGGREGATE BASE COURSE TON 411 FROM 6" HEIGHT ® FINISHED CONTOURS 50 STREET CURB TO 0" I 5. CONCRETE SIDEWALK S.Y. 12 S SIDEWALK. 5't * EXIST. L ,• ' ^ . • 4. • 4. ' ' . • e g' 6" CONCRETE WALK � - _ 6. 6" CONCRETE PAVEMENT S.Y. 40 N� 1'/F!• -INTEGRAL CURB ALONG 4" CONCRETE DRIVEWAY I 7. STANDARD CURB INLET EA. 1 TOP CURB ELEVATION TC 350.0 8 CONCRETE CURB ` ASPHALT AND GUTTER L.F. 538 STREET 6" CONCRETE DRIVE 18" REINFORCED CONCRETE D R I �/E WA Y SECTION A - A 5C _E 1 10' 9. CULVERT, (CLASS III) L.F. 12 ,' - SCALE: NONE 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 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. 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 . TiCN'AL MATERIAL NECESSARY TO COMPLETE THE PROJECT SHALL BE CONSIDERED SUBSIDIARY TO THE ITEMS ON THE LIST OF QUANTITIES. 10. NO AIE_tVPT HAS BEEN MADE TO COMPUTE THE PRECISE BALANCE OF CUT/FILL REQUIRED; THE CONTRACTOR SHALL PROVIDE BORROW MATERIAL OR REMOVE EXCESS MATERIALS 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. �* L 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. `�,•2 JtJ\SfEI,�t�'�,1 CURB AND GUTTER LOCATIONS WHS WER 11-6 ATE OI •'•, NO- REVISIONS BY PPR. DATE ANO90As G ARKANSAS CHILDRENS HOSPITAL t:• A,UIt �; JW LITTLE ROCK ARKANSAS CONSTRUCTION PLAN Agh�11S,1S PARKING LOT CONSTRUCTION * SOUTHEAST CORNER OF RECisrEFSED g>3oFesSlon,eL 8 TH AND BISHOP STREET E *INcLEI DESIGNED BY: WEIR -- SCALE: No.4686 J j DRAWN BY: WHS Garver+Garver J08 NO/ CHECKED• WER Engineers and Planners 90-1572 M � Little Rock, Arkansas SHEET NQ DATE: NOVFMRFR- 1990 1 of 3