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
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<br />EXISTING SETBACK LINE
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<br />APPROVED
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<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
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<br />PROPOSED STORM LINE
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<br />PROPOSED SPOT ELEV
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<br />SEE NOT ` 76.50 , 1 1 m 1 77
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<br />\ i ,zOp � FR A,.E I ,- I' THIS SHEET SLOPE ARROW
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<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
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<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
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<br />EXfSTI`�tS SANITARY-------
<br />EWER FM
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<br />/t ^ 77.90 , 1„„ SANITARY SEWER MANHOLE
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<br />77.71 i
<br />t= HP LANE C (PRIVATE)- _ 778
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<br />1 24" HDPEIPA
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<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
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<br />77.11 I a 1 LP
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<br />E2.5 *4q� `' PROPOSED POND DRAINAGE
<br />j I _ .. 1 KE AREA LIMITS
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<br />10' UTIL'-Y EASEMENT SITE > 18" HDPE
<br />„ e is4I TA NATICINAL DRIVI 1� DpF EX.PH.IIA-8 I
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<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
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<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
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