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GRADING LEGEND <br />EXISITING 10' EASEMENT <br />FOR EXISITNG 6" FORCE MAIN -- EXISTING PROPERTY LINE <br />t.a%,, .sa lF'� dirt _.. _ <br />TUCKER RD (20' R/W) EXISTING RIGHT-OF-WAY <br />g <;, <br />EXISTING SETBACK LINE <br />Qoo i o- oo -- oo�oo 00��.�r - o0 00 00 �� �o moo 00 00 <br />`��. <br />«.� - ...v._.-..T...- Tip... 2` , ',..,�;.. r ,,... t,.,,_,,,''w`'si,l> <br />.�, <br />._ „«, _ <br />_ ,, ,,�€ ,, , , , �,. �, � ,.,,�<: � € _ " ;�F'�, F ..- .x ,+{: : _ PROPOSED RIGHT-OF-WAY <br />_ ur ..,.,,, �_. fir:: , .,,. �F _, , � . - <br />KIF <br />�000-��oo>-• h-.,"'ups}oi�f:ir"wilaYlw,d=... <br />..,,-...L,;e-�I,�............... ` VE ir...3L'�....,-.W»_,... ( ;�C. r�,.,, ``"^-„ ,.�Hi...,., ,�#+.'.,.. _^'^ac^" S✓'f SL »:§'� .�. .ww.�e.� _ e.,✓ Imo' p`' { II .c. ,-.-.v.:. ( <br />,.». •w„ .«...- _ '.< z ,..rw "' :--._..»:.� ._ ,,« N • i" ^, ,,,�.^^...,.. ,_.......,..."i �'r'�i ��� y,i . ��g 1« ��,,, III ..M <br />Mr. Y _ , b_ w, i��'r��`r -�,.",..•,_.,_ .__ .,,_ M 3 1,, PROPOSED SETBACK LINE <br />�.-,: �,.,�..-.. .«:� .. � a ..: _. L,� .._. __ .. _ ,,.,... ,- .. �x \ �`, I <br />, _f <br />\, '^, \ .r" „„,,,`..,,"""• .,, • \..---• ti \ °" .,-^`.ram -,.'...," --»,. ,._..,�� ""„`.«` may,:,« k <br />> `� 100 YEAR FLOOD PLAIN <br />D1 1 I I I I 1 l I , <br />c) \ Pi t€ �f_ F , f, , f, ., ;, w •` X X x D3 r .�ItEBENCHA,1ARK <br />ORIGINAL <br />__ 123 EXISTING MINOR CONTOURS <br />APPROVED <br />I i <br />^y` � . � . � :. E}[ � ..; c sue:: �:ks. - ~- 123 EXISTING MAJOR CONTOURS <br />.�.`� `"b ,.,,."``a �,, � ` ''i^��f1;it'K a� i �7 1 .� _ �'_,�.:.'' c � � ' <br />i I RETENTIONAREA BASIN 1r� ,r / 24° HDPESS _ `\ <br />LP,. HAZ � <br />a 7 30 m _ LT E E AT " <br />EA PAL E BOT1 OM Oi., r �T / 7 <br />ee <br />`� j j , 8,� 123 PROPOSED MINOR CONTOUR <br />E'€{ NOT LOCATED I" 1.} 1 ., 1 f 6 o e o l 77.1 \- �** ,`"* g��Y'k a i' <br />a v <br />cb <br />\` ) SHED I ALL . IT=SIN THE ?'O 77.3a <br />~- SHED 1 �pF <br />` r <br />.,, �` '! I ..• _:'�€I`�{`� UNDER `HDPE EX. BLDG <br />�J .- ._....._ ...-.µ ._�._ .-'____ �� € = 123 PROPOSED MAJOR CONTOUR <br />\ I r w I�,�F R D A ,'_)OD I � I. X � <br />D5 I`, EXISTING STORM LINE <br />i a I I ---/0 -- D5.1 - <br />( �{ BASIN i� APPROX = 211 <br />E <br />I i(TO RETENTION AREA 1) °ace SIR 1LOOD � ` � , � x FFE = 77.a �6.9s I 1 I <br />PROPOSED STORM LINE <br />I a ' �I l � � � i�L �tf.A° t 1Nc (EL 7�, f�. '=� � I ` 1 m a€ <br />. AC , I <br />M <br />PROPOSED SPOT ELEV <br />'�. ..+a' r. -.,d- m...T � ,� 4 t t• Tgg i -_ I� - - - - � � - - Li} <br />SEE NOT ` 76.50 , 1 1 m 1 77 <br />E <br />�'"y.,,.t",,;. y ,,,,• ' _,., - i i B 1`#77.16,.i I µ• 2% <br />\ i ,zOp � FR A,.E I ,- I' THIS SHEET SLOPE ARROW <br />',,t SHEI. \ e fiFs?F7A = f t- {( <br />C1 �` r 77.06 <br />" y77.33 1 'HDPE LP 181, I D7 <br />....., ,.! I Al } .,...,».r,..., `' ( t!h <" I �c,°.,c 76.4 1 ,S's w _ »� . ���»„ '` :. w ce_ -. ,� < �- -- - -- O GRATE INLET <br />-,w. r ': HDPE <br />�X <br />y T 62 = w"1.0'W7S1k-R _SMT D6 I <br />7gC2.2mm <br />i i J' 7P1 m 76 3p; LP o _ 1 <br />*�`�'"'" STORM HOLE <br />a { A2 1 > M MAN 18 HDPE � O ,i <br />(PRIVATE <br />♦\� (( ,17s�, ' „FIN 6"� -i_ - r F -- p I -, - C DOUBLE WING CATCH BASIN <br />. Q <br />_;24"HDPE <br />"\ ~7� •• ��o 30" HDPE - 1 J > ® SINGLE WING CATCH BASIN <br />^� B3 w y "77_ . C2.1.1 t ° X. BLDG <br />fi s 77.2s c� `` d d C3 77.44 77.39 t <br />A3 -- J I -- <br />♦ 24" HDPE i <br />SIDEWALK TO FOLLOW EX. GRADE +77.41 LP yr l 78 s -- I 1 ^^ Z-- AREA INLET <br />'.. 30" HDPE <br />76.7 <br />AND MEET ADA CRITERIA INCLUDING „a r' ` 7`e C4 w w -- II <br />MAX. LONG. SLOPE OF 5% AND MAX. r 77.13 HP z <br />` I 7zo <br />'_. "~ ,, HP_ -- _ � � � OUTLET CONTROL STRUCTURE <br />D �.. \,-:\,, s; .:,,:. LANE D P ATE <br />CROSS SLOPE OF 2/°. \, �� �»« - - 7a.6 ( ) up 18" HDPE ` ~� I � � � � "X BfDG <br />v_ <br />Q -- \ HEADWALL <br />EXfSTI`�tS SANITARY------- <br />EWER FM <br />s 7a.zo I A4 >� / �8 n w I r i r SSA l F_' <br />/t ^ 77.90 , 1„„ SANITARY SEWER MANHOLE <br />LP m A5 1b I C5.1 <br />t 1 l r 76.7 <br />1 <br />77.71 i <br />t= HP LANE C (PRIVATE)- _ 778 <br />ATE - - x 79.1 - I JAI > 3 <br />t L a__ CW <br />_ [ Q A6 - 19y I - <br />( 3�> � o° C6 = <br />F <br />a 77.02 I ✓ } 77 o EX BLDG \ ` <br />1 24" HDPEIPA <br />LU <br />5' BUFFER EASEMENT i I77.22 w <br />I (I 77.2a HP ✓r RIVATEo . <br />I f1NG SANITAMe IER" B" I . _ I'•✓€A: LE I <br />0 On <br />t <br />As <br />77.11 I a 1 LP <br />'`b ? <br />E2.5 *4q� `' PROPOSED POND DRAINAGE <br />j I _ .. 1 KE AREA LIMITS <br />LP I 1` 1 SHED <br />' u t- <br />1 77.1 I l0� T <br />I s .faL i,,--"�..." Wa-»,•••„-.,.___..,......_. r .. <br />i 1 r s A» rr <br />» <br />F6\� j <br />1�- cP 1 "' 18 HDPE ?` l I <br />_ i-_ w REPLACEEXq`STING PIPE c <br />E2.3.1 �« E2.3 E2 ;� EXP H.IIA-9 A I <br />C", F r Eta <br />= u j EX S5FM LIFT STATION <br />E 1 <br />t E2.1A.:. - t <br />;lST IFV'L- r E2.2 / <br />10' UTIL'-Y EASEMENT SITE > 18" HDPE <br />„ e is4I TA NATICINAL DRIVI 1� DpF EX.PH.IIA-8 I <br />SS SS ss <br />x I r24" HDPE Sss-' <br />VQ_.ss V11FSSMFx Xy <br />MN r6 - <br />r1 S_ <br />II E SENCHtvIARK <br />f <br />ITL:PO RIMv 77.92 24' HDPE q <br />XIS1 !� SANITARY SEWER <br />IMANHOLE <br />I <br />I <br />AMENITY AREA, INCLUDING PARKING, IS TO BE <br />CONSTRUCTED UNDER A SEPARATE PERMIT. AREA IS TO <br />REMAIN UNDISTURBED UNTIL PERMITTED. <br />APPROVALS <br />room Knowwhat's below. <br />Call before you dig. <br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES <br />ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE <br />NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR <br />ITS REPRESENTATIVE. THE CONTRACTOR SHALL <br />DETERMINE THE EXACT LOCATION OF ALL EXISTING <br />UTILITIES BEFORE COMMENCING WORK AND AGREES TO <br />BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES <br />WHICH MIGHT BE OCCASIONED BYTHE CONTRACTOR'S <br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND <br />ALL UNDERGROUND UTILITIES. <br />NOTICE: <br />CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY <br />OF THE CONTRACTOR; NEITHER THE OWNER NOR THE <br />ENGINEER SHALL BE EXPECTED TO ASSUME ANY <br />RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS <br />ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR <br />OF ANY OTHER PERSONS. <br />COPYRIGHT ©2018 ATWELL LLC NO <br />REPRODUCTION SHALL BE MADE WITHOUT THE <br />PRIOR WRITTEN CONSENT OF ATWELL LLC <br />J <br />J <br />W ~ <br />V � � <br />3Qo <br />a� <br />Q <br />Q = <br />J <br />LLJ <br />J <br />O <br />Lil <br />} <br />(/ 1 <br />J <br />J <br />r'j <br />Q <br />> <br />O <br />LJ <br />= <br />v <br />� <br />a <br />O <br />z z <br />Q <br />N <br />go_' <br />Q <br />V <br />LJJ <br />M <br />Lon <br />z <br />0 <br />z <br />Q <br />x <br />N <br />un <br />w <br />z <br />L11 <br />z <br />0 <br />N <br />zm <br />0= <br />U <br />Q <br />o <br />V_ <br />J <br />a <br />z <br />D <br />z <br />0 <br />U <br />Q <br />12L_ <br />z�N <br />o <br />I- <br />w <br />Q <br />DATE <br />02/07/2017 <br />04/19/2018: CITY COMMENTS <br />REVISIONS <br />�`�ly`�titiiil I I luruv,,,� <br />0 <br />N . 6003B (P <br />c <br />TATE <br />JNIAL,E `1 <br />0 30' 60' <br />SCALE: 1 "=60' <br />DRAWN BY: AS <br />CHECKED BY: DIG <br />PROJECT MANAGER: DG <br />JOB #: 16002627 <br />FILE CODE: ## <br />SHEET NO. C300 <br />z <br />z <br />z <br />s <br />la <br />CD <br />0 <br />m <br />V <br />r- <br />N <br />N <br />CD <br />0 <br />ui <br />LL <br />U <br />