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HomeMy WebLinkAboutZ-3599-C Map 16" 5" 3 #4'S CONT. - ZD 6" COMPACTED GRAVEL FILL ASPHALTIC CONC. PAVING CURB & GUTTER DET. ASPHALTIC CONC. 2 ASPHALT PAVING DET. SCALE:1" = 1'-O" STONE COPING GRADE VARIES 1'-0" T I I _ 0 I I CIO I . WATERPROOF BACK 1i I a FACE OF WALL I f' 45'-0" DEDICATED RIGHT OF WAY 4" BROOM FINISH FILL W/ TOP SOIL CONC. WALK - REINF. TO 2" BELOW TOP I 1 WI -10/10 WWF- OF WALK' I I TYPICAL. � 1 I I I o — REMOVE DEAD PINE TREE w LINE OF NEW r I SIDEWALK- 4" IDEWALK 4" GRAVEL - 14I I _ `• t G -O" LAND APING I BUFFER r 1 III WALK EDGE DET. M _ 1 11 SCALE:1 1-O • � � � �� I I 25' FOOL HIGH — STUB CONDUIT 6" 1 '""'='" POLE MOUNTED ABOVE FOOTING ACCESS;, SITE LIGHT FIXTURE SEE ELEC. _6ROOM FIN. I NEW TOP t� j CONC. I 501L & 50P CAST ALUM. ANCHOR BASE ACCESS W/NUTCOVER� ri I ID 31/2" BOLT I I..:.. 14, I' I A PROJECTION I :. 10 0 0 I It !III BEGIN NEW CURB r 1 O - ll,l 1 1 1:II KI AT EXISTING : y' EXI5TIN O I II II l CUTI , RADIU it i v -- _ II O CONDUIT II l,tl J1 I'll II - 111-- It II 18 \ O O 61/2,Iii II COMPACTED 17-011R0 SQUARE =11 z O 51= I- EARTH FILL o 4ANCHOR N I o W/4" HOOK- u N W 1'-6" DIAM. CONCRETE DRILLED � II II PIER FOUNDATION. REINF. W/ 4 #5 F o GALV.5TL. BOLTS I ON 91/2" BOLT 11 1 I II BARS VERTICAL IN 1'-2" SQUARE 1 M 111 .1 � I _ u - - III - I t_ & #3 TIES AT 12" O.C. TYP. m CIRCLE & 61/2 - I BOLT 5QUAKE. v z I 31/2 BOLT II 11_6" It I z - 1- PKOJUCTION 40 n DIA. u I LU m TOP pC II— - - _ _ -I� EXTEND BOTTOM OF PIER I w ®©;::`i:;%. 5'-0" BELOW EXIST. GRADE I LIGHT OR 5'-0" INTO UNDI5TURBED I POLE L II REINF. 11 SOIL. T n n 30'-0" R ]� u n 1 4" STONE VENEER - MATCH EXIST. RET. WALL 0 SOUTH SIDE OF PROPERTY NAPA LIGHT POLE DET. I 1 a 5 VALLEY = SCALE: 1" .1' 0" I ROAD SEE STKUCT. FOR zz 'ID REINFORCING I w v m 1 E 4 - CRUSHED STONE8 I Z o O OR GRAVEL b o BACKFILLo I z o s i I.I.J. N FILTER FA13RIC4 CONTINUOUS I Q 2" DIA. PVG WEEP e o HOLES ® 41-0" O.C. DRAIN CIC, ..9 I� 0 SLOPE PARKING TO EXIST. DRIVE GRADE - 1 I O a SEE 2/A1 FOR -'I I A PERTINENT NOTES 1 p_- p- -tea-- ';p - -I. t. O p b KEY 1011 RETAINING WALL DET. SCALE:111= VI CONSULTANTS CROMWELL ARCHITECTS ENGINEERS CROMWELL ARCHITECTS ENGINEERS Civil Engineers Mechanical Engineers CROMWELL ARCHITECTS ENGINEERS HARGRAVE CONSULTING ENGINEERS, INC. Structural Engineers Electrical Engineers rQ \ 5'-0" K LIGHT POLE SEE 4/A1 5'-0" K 4 NEW PARKING (ONE ACCESS.) W1 ASSOCIATED CURB AND GUTT SPRINKLER SLEEVE -EXTEND TO EXI5T. 5PKINK HEADS NEW CURB & GUTTER 34'-O" 'A UTILITY POLES &WATER METER ADOLPHINE FLETCHER TERRY LIBRARY HOURS OF OPERATION MON. -SAT. CENTRAL ARKANSAS LIBRARY SYSTEM I I 1 I 1 I 1 1 I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 6 SIGN DETAIL 7 4000- LIGH I i 1 (D NEW RAILING ALONG ENTIRE LENGTH OF WALK AND STEPS ACCE55113LE DROP-OFF SPRINKLER SLEEVE EX15TING WOOD FENCE 4• I �..• :/ �.�� i � NEW EXISTING LIBRARY BUILDING LI 4" STONE VENEER OVER CMU. MATCH STONE USED ON RETAINING WALL SOUTH 51DE OF 517E PROJECT: ISSUE DATE: TERRY LIBRARY ADDITION AND RENOVATION FEBRUARY 1, 2000 Little Rock, Arkansas REVISIONS: NOTES: A i PROPOSED LIBRARY ADDITION—) EXISTING CHILLER BUILDING EXISTING RETAINING WALL W/ WOOD FENCE ON TOP EXISTING LIBRARY HTS. - 13-8" AT TOP OF PARAPET - 301" AT TOP OF BARREL VAULT PROPOSED LIBRARY ADDITION - BLDG. HT. - 13'-8" - TOP OF PARAPET LIBRARY WILL DEDICATE AN ADDITIONAL 5'-0" RIGHT OF WAY TO INCREASE R.O.W. TO REQUIRED 45'-0" FROM CENTERLINE OF NAPA VALLEY ROAD. n n STORM DRAIN JUNCTION BOX V\ M.H. LI T �j❑ (EXIS P LE EXIT. s "r� 1 Y OO EXISTING WOOD FENCE - 9 ADDITIONAL SPACES I 1 DETENTION !'OND (EXI ) I I I I " I - - - - - - - - - - - - - PATH TO 3D'-0" R CHURCH P PROPERTY LEGEND PROPOSED ADDITION NEW ASPHALT >;Mx=x> NEW CONCRETE osi I ..... I NEW TOP501L AND 50D NEW OR EXISTING RELOCATED TREE Q MEDIUM HT. 5HKU135 SUCH AS PHOTONIA (CURRENTLY USED) a) LOW SHRUB SUCH AS ILEX VOMITORIA NANA (CURRENTLY USED) GROUND COVER MIXED WITH COLOKFULL ANNUALS I - EX15TING TREE TO REMAIN (PROTECT AS REQUIRED) n " , EXISTING TREE TO BE RELOCATED O EX15TING SHRUB O EXISTING SHRUB PRELIMINARY — NOT FOR CONSTRUCTION P O L K S T A N L E Y • Y E A R Y A R C H I T E C T S L. T. D. 700 S.Schiller Little Rock, Arkansas 72201 501 - 378 - 0878 PROJECT NO.: 3368 CONTENTS: SHEET NO.: SITE PLAN N F2ECEIV�;L� ! Al 2 FEB_ 12�000 � �'I BY: %— . 4 =-J