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HomeMy WebLinkAboutZ-6240-B Map 8„r r y: NOI°071211E 285.37' , 47 L -F. 12" HDPE ®9.57% INV OUT = 404.00 ffi 'IN ' - 9aD5 z/2815 DRAIN BA5 5 RIM? 00 i IW i= 4pg S0 It INVi I 3 t I T.W. 424 4 l 4165 �. '. ° °»»>m:s wemr• F min r � r I f�fE i r F 453 L.F. MODULAR BLOCK - -L 5 AINING HALL. GONTRAGTOR A05,2 ,815A6 DRAIN BASIN RET DESIGN BY `'.mow° PROVIDE D 73 I RIM = 428.00 TO PR a 6..msa i V x 42350 IN 5 REGISTERED r f ARKANSAS ENGINEER. 'F I 4 (3) 175 L.F. 48" HDPE a 0.10% SW SEE DETAIL SHEET s . 144 L.F12" HDPE ®. 85 L.F. 12" HPE a 5.49% OUTFALL STRUCTURE ,z) :: `E 23.01% RIM = 407.00 8 1/40" ORIFICE INV==`I01•�,""- Esq x SEE DETAIL SHEET j RIM = ,`425.00 , IN_= 418,83 413. J' C7'O DETAIL SHEET �,... 33 L.F. 18" HDPE 1.0� PROP GOR '--- 5TA 0+00 2551.- CURB 5.5'LCURB INLET #6 T = 405.00 INV IN = 400-10 1 INV OUT = 400b0� 5TA 0+00 `" bozos ,7 +0 t Ef,.Z_ V ME s ; _ 3 =. l8µ RGP.o Cjb75 :, a5.00%� % PREGAS r--ADS-� FA- = 400.00 55 DETAIL 5HEE1 C� 0 1� L.F/'IS #xs CUR5 INLET #4 THROAT = 414.40 INV IN= 410.10 Fri INV OUT = 410.00 q3 L.F. 15" RGP a 10.00% WMI GATGH BA51 N 5GHEDULE G.B. # MANUFAGTURER'S # MANUFAGTURER SIZE I R-1878-AIO6 NEENAH 36" X 36" CLIENT COMMENTS ' Sf 1311111• 3 � i 5 % 1 S IS j' ' " , _ti.1{�y1ryS1 SSI SS +r�f a � .2 Q �/AJ t f• tE33 „00' 5 E iI?8Ii5sI + 5 � a° >� jti$1FitI JS Sr ft iR55ii1 + 5 ; ,. St 5 ;< r 5 1 ;w 3f lxF JZ S HDPE - HIGH DENSITY POLYETHYLENE PIPE: HI -0 - HANGOR GOMPANY, 1-800-841-6500 N-12 - ADVANGED DRAINAGE SYSTEMS, -800-733-gg64 NEENAH GON5TRUGTION GASTIN65, 1-800-558-5075 ao�Trffa A. OWNER: WB SPORTS OF LITTLE ROCK, LLG 7115 SOUTH 5PRIN65 DRIVE, FRANKLIN, TN 37067 MANAGING PARTNER: WILL BARTHOLOMEW TELEPHONE: 615-T78-0000 B. BOUNDARY INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY BY: McGLELLANO CONSULTING EN&INEER5 INCORPORATED LITTLE ROCK, AR DATED: 04-17-07 G. TOTAL AREA OF 51TE: 4.81 ACRES D. IN6 SUMMARY: 12 37 PARKING SPACES FOR GARS 2 HANDICAP PARKING SPAGE5 II 39 TOTAL PARKING 5PAGE5 PROVIDED E. BUILDING 18,000 SQUARE FEET F. THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN AGGORDANGE WITH ALL LOCAL, STATE AND NATIONAL CODES AND THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY. 6. PERSONS USING TH15 DRAWING 5HOULD CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS OF UNDE 46ROUND UTIITIE5. GRAPHIC SCALE 15 ]0 60 H. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED. ORADIN5 NOTES: I. UNLESS NOTED OTHERWISE, CURB RADII 30. A. STRIP ALL TOP501L AND OTHER DELETERIOUS MATERIA -5 AS J. DO NOT SCALE THIS DRAWING A5 IT 15 A REPRODUCTION AND SIS SGT REQUIRED TO AGGOMPLI5H GRADING A5 INDIGATED ON THE PLANS. STOCKPILE TOPSOIL IN AREA(5) DE51ONATED BY THE OWNER FOR RE- TO DISTORTION. USE IN LANDSCAPED AREAS. K. REMOVE ALL FOUNDATIONS, UNDERGROUND TANKS, PAVING, BASE ETC. IF REMAINING, BEFORE BEGINNING CONSTRUCTION. SITE LOCATION MAP- S. AFTER TOP501L REMOVAL AND TREE REMOVAL ARE GOMPLETE, PROOF -ROLL NOT TO SCALE THE EXPOSED 51,156RADE TO DETECT ANY LOOSE, OR SOFT AREAS. ANY L. FILL ALL PLANTER5/15LAND5 TO TOP OF GONGRETE GURB WITH TOPSOIL. YIELDING MATERIAL SHOULD BE UNDERGUT AND REGOMPAGTED A5 NOTED TOP501L TO BE GLEAN AND FREE OF DEBRIS, ETC. BELOW ZONING: 0-3 GENERAL OFFICE V411 G. FILL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS: M. THESE PLANS, PREPARED BY TENNESSEE DE516N AND ENGINEERING, DO NOT GONDITIONAL USE (GA5E #Z-6240-1 EXTEND TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE _.,.{ CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES PLA5T -ITY INDEX BETWEEN 5 AND 15 IN THE PERFORMANCE OF THE WORK. THE SEAL OF TENNESSEE DESIGN AND PARTIdE 51ZE 6"N MAXIMUM ENGINEERING'S RE61STERED PROFESSIONAL ENGINEER HEREON DOES NOT EXTEND TO ANY 5UGH SAFETY 5Y5TEM5 THAT MAY NOW OR HEREAFTER BE PROVIDE Tfk OWNER WITH TEST RESULTS OF OFF-SITE BORROW INCORPORATED INTO THESE PLANS. THE CONSTRUCTION GONTRAGTOR 514ALL MATERIAL FOR APPROVAL PRIOR TO BRINGING SUCH MATERIAL ON- PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS WHICH MAY BE SITE. y REQUIRED BY U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (05HA) AND/OR LOGA L REGULATIONS. D. FILL 5HALL--$E PLACED IN MAXIMUM L005E LIFTS OF 8" AND COMPAGTI�` AS NOTED BELOW. N. THE 6EOTEGHNI6AL REPORT, PREPARED BY ANDERSON ENGINEERING CONSULTANTS, -I--;-T-1 INC, DATED AUGUST 29, 2007 (JOB NUMBER 11224),15 INCORPORATED BY E. COMPACT I- FILL T tgNIMUM OF 95% OF THE MAXIWM STANDARD REFERENCE AND MADE APART OF THE GONTRAGT OOGUMENT5. IT I5 INTENDED PROGTOR 6x ,GTM D -6 9w Y DENSITY. THE MOISTURE CONTENT OF FILL THAT THE REGOMMENDATION5 IN THE 6EOTEGHNIGAL REPORT BE FOLLOWED. IN SOILS SHALL, BE BET -1% TO +3% OF OPTIMUM MOISTURE. THE EVENT OF'GONFLIGT BETWEEN THE DRAWINGS AND THE 6EOTEGHNIGAL t;t�� REPORT, MAKE NO ASSUMPTIONS. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED F. SEE LANDS"CPE PLANO TREES AND SHRUBS TO REMAIN- FOR CLARIFICATION BEFORE ANY WORK 15 BEGUN. 6. GRADE ANDSGA jAREAS TO DRAIN. NO PONDING WILL BE 0. IN THE GA5E OF CONFLICT BETWEEN THI5 DRAWIN6 AND ANY OTHER ALLY �} DRAWING AND/OR THE SPECIFICATIONS, THE ENGINEER SHALL BE ALLOWED. I i -�l IMMEDIATELY NOTIFIED FOR CLARIFICATION. 217 L.F. MODULAR BLOCK P. THE GENERAL CONTRACTOR SHALL PROTECT ALL GRADED 0j RETAINING WALL. CONTRACTOR SURFACES, ON AND OFF SITE, UNTIL SUCH TIME AS THE rj i TO PROVIDE DESIGN BY FINISH 5URFAGES ARE APPLIED. ARKANSAS REGISTERED PROFE5510NAL ENGINEER- rqq ��' I r •5 � 6 2�.6 II Sr �`� w,. },:.. �:-!"r J'^_.-a/"'� _ � `., kx �' .,"S wJ �� _.� .-.(.mow.^"• t ' �^.,loa-,; .�*,I ri.i i , 1 E _ t ' ' �_.,., a iri � 'iw.. ''; '. •xtk ' sY0 � y ..,.� r � P.,C„ s: NOIq4 .,...... �z�i (� LAHRI{ 430 ,IE F x , ki xp • � USE BUFFERf : a s' s nx i •_- , z i,r e �" z r` �., r J' I s ` �� � s E! ' Y Fx i S c•4 „a.... e ......,. i y' Q / J 5r � S f � , 51 r � i r z ,J`. � "2 5 �.m m ,-ds s rm � z� s m) � � � � w � � � Y. at sti � za � � � n�a..y. �F• Is' rs ` � ri rkr zx r � '" s< � ? + f+< i r T i ...p......__. � Moi to � is s � z � r �� t..; 1 r'. i� mw oi 1^1 4 r �s x z e x , J' i3.ky. 3 ._ s i s r � *6 10/04/07 CLIENT COMMENTS *7 10/26/07 CITY C.0M�-IIENT5 � t � I ff r CLIENT COMMENTS ' Sf 1311111• 3 � i 5 % 1 S IS j' ' " , _ti.1{�y1ryS1 SSI SS +r�f a � .2 Q �/AJ t f• tE33 „00' 5 E iI?8Ii5sI + 5 � a° >� jti$1FitI JS Sr ft iR55ii1 + 5 ; ,. St 5 ;< r 5 1 ;w 3f lxF JZ S rFREGAST PEADWAL 421.31 5E. GETAIL: SHEET � F RIM = x 5 � d .X ell d / 9� _ 4tR i�s � .i�•, _ "r X44 4�sr�f I A I -' � "5'�, �° f .�'�,::: � �'. `\' ♦ ` ®`9 11x1 � � ,. w � f' ' �,E,,r, .inFr.'�• �„„. � � "' @ ``�` ®®`, @`anti` ii � .ww � � 6'^ � a >�(�, .b �� eE S•3 ,iF i � . A\.itt 't `]�w'�-ej',� �s a l m !•. ' �' s t f . f� ii � d r5"�f '3 /��� lid, ;b .�& f' -t' r (`mss /i,,•' its '``t ry5�k '3 ,� {fV {, .SIN :p s 3 x k_ ro f i i II s i i' t r9 e 29♦°ii ni t i i - ,a FB• P :'�n`"/ 2 0`' '` '4ii litroi: a i ��•VVV r t ® .a I;€, m.� ems'/ s"w yn�� ♦. ,. y �` ,. �•''y.•'".'f----'-a _�♦ `�.` .. --- !a� � is j b y�< y e [ � 1 r l ° � l I it $ ,i ' ' �® f ,/ ♦ r � '�.�� -.r-'. l N lg r x t e p F 3- i i` j+ ,s if+ r r s . '�,. �,�• "„ r ss . ��af' / � s �, tr < ��" + a j � a ? 1 i � z'S < i ? � is iz sr• r"r� +o° ry+s,� 8 �/ /" �e♦ ..' •- .` �' i s s i I f e i p 5 _{ I I F a e�� k s � r f s+ z�' '� f� { T J a � � � / � ," n r Y% ' � � s y , i { F � ° f i i i i i i � j ,r � = >� r ♦ , # P tt ' .✓ a i i 1 5 J ' mow ,v a' nFs 3 t x x ; e5 A 5' -= x{ i i s` 1 : ' ( 5 t' -:, � / � ev t � s x# }. t t $' i 1 R i ° i {` • , � ' ' , 3 $ z 5 ' � %" O� _. ✓ Ai ,r /` i i � s ffi i� _) +_ kk 1 i� � s r r ° I z i s 5 zs � I 4 S E 3 � i1F ----------- -J„-%* �i y✓'��p ' r` 9 r ''' ''r ,+ " _��f `� "< r ..'-: t ��� .�'"6rrs .. ✓'� .s �" IIst'r �r¢I s � 51 � £e t'ri - EE s% s ka _r �' �� + 3r y t //f S;I i➢f l a�'fr b4© `ys - INV IN = 422. ` --•' f. `+f�f `s t jar sE +>$ii /t� 1 � � I INV OUT = 422.30 ,r"#'r r,,..... TENNESSEE _ ESIGN and CN NEERING C ' ARCHITECTS (STRUCTURAL AND CIVIL ENGINEERS 5105 Maryland Way suite 200 Brentwood ,Tennessee 37027 b 17370ww7w dandeinc.us70-9108 0 a 0 0. Job Number: 6-7-0080 Revisions: *5 10/01/07 CLIENT COMMENTS *6 10/04/07 CLIENT COMMENTS *7 10/26/07 CITY C.0M�-IIENT5 *8 11/06/07 CITY COMMENTS *4 11/17/07 ELEG. CO. G01-11MEN7•S *10 01/03/08 CLIENT COMMENTS *11 02/OR/06 CITY COMMENTS *12 02/21/08 CIN COMMENTS L.. OCTOBER 9120 Grading Plan 5GALE: 1"=30' f 3