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HomeMy WebLinkAbout05 C2.2 SITE GRADING AND DRAINAGE 06182021 � ,OF ANT 9 w - - - - - - -- -- -- a MARK A. CHANDLER � 8.33 043'18'21" (R) m w w w w w \ �" \ 1 No. 9518ES ss_ 1. � \ \ PRINCE LANE w w w w wir °` w w-}- sr 1691 9 '0 '34" (R, \\� - ems- / ���w�5ss \ s� ss ` w w w w - ---__ I ss 7 [N84'01'34" IT IT IT psi/ sr \ \ -�\ ss \\ ss ss ss ss ss - ss - -_ - - - - - ---- Sheet 4 of 6 OC E a G ELEV.4,593.25 X[ PROPOS 5"WIDE.SIDEWALK \ \ ,, / CP51 @ m m 3.76 93.47 y`'�G/ / 93.34 93 39 C � 6o ri SNOW 4 O' 459.65 09700'S8" T 2,0 i0 %4.17)(B3'S6 �! 93.08 / PROPOSED 5' WILL SIDEWALK 93E3(y)CONC. SIDEWALK 7 E a a � grg STORAGE � / -, - ) 93.04 1• s 20' U LI1T�P.SEMENT �� // [93.64 Z aY fBp NO 8"PERFORATED PVC PIPE 20 FEET BEYOND PAVEMENT \\ \E',R PLAT(1qP) -�� gss3 - u 5'WIDE STAMPED c.o.ri ��. PER DETAIL 2/C3.1 END OF PIPE INVERT ELEV.4589.50 \ ID o N o - .1}5)�� .5 CON( CROSSWALK�� ,k 24.70 94. \ / m m s 96.5 %p 794.20)x PR OSED w�-w w 4592 \ C au� I I 94.71 SID ALK C E (94.63) I I I OROPOSE FUTURE 6'OFFSET T 't ) 92.64 o- DR'I'WELL1 LAP I EXPANSION I OF WASHED -� O I\i �•}' \ 93.07 ( ) I / m I t ROCK(TP.) 2.14 Acres ) o t P 94.6 rI rWnl✓ I I ELEV PIPE INVERT \ \ I ELEV.=4589.62 PROPOSED 91.90 I� II LU a \� o --� (95.26 95. (95.21) 95.26 (95.01) I I ( ) 93,218 Sq. Ft \ CURB CUT 95.01 94.74 STALL TWO HARE" IE 94.87 A �'qq V(92.42)LP �(91.1 o . I CKS PE 3/C3_ ��,A ) ) - _ I n e _� 5.0 6 3.74 > v �I Io SIGN PERMIT REQUIRED 7.0' 46.7' X I I U'1 INSTALL HNC. PARKING SIGN PRIOR TO INSTALLATION 1I� I I PER DETAILS 4 5/C3.1 7 KOHL BUILDING 1 50 LOADNG DOC AREA 4593 '� A 70 RT ,ply 1 7,445 Syy Ft. F<SO V)7\ \ 176 / it I (TYP) w TOW ELEV.4695.0.0 Ft. 9.75) 76 RF 11� I n z I a I 9 95.95) o OFFICE R CYCLING 267 O,p'�f��SE.� % \ I 9' (T g oR v I I I I ~96 (95.95) `L' yl 18' TYP HDPE PIPE INV I [ ( J ,vnRrH,nlsr H s �I ELEV. 4589.81 95.05) 15 95.42 .3) (???) 5• 6 0 �o I I I I I z(94.52)(96.66) PE S ACE 10 (95.28) (95.13) 95.31 4.59 24.0 08% 532 5.4 7 INSTALL 36 LF OF 8"HOPE PIPE BELOW 9LO I I CI�1��7-1I arFBTlI / (95 49) ) PROPOSED DURASLOT DRAIN PER DETAIL 4 C3.1 + I w�J� g7 g ° RETAINING WALL PIPE SLOPE=0.5% / EXISTING GAS LINE PER \ \ \ I o I I CO NO.APRON �\ NELSON MEADOWS SUBDIVISION 9703 / SNO `?Iq �5' > 29.4' ASPHALT(TYP.)� �\ RECORD DRAWINGS \ \ I I I I 'C / TOR GE c cE I ° E �crL°uF-°u (93.14) } \20.1' 6c.30 ucc cE 94.28 (93.26) �\\ \ 2' PUBLIC TRAIL I ) / T ` ucE ucE °cE ucE PROPOSED ER ARCH P NED �\ EA MENT PE41PLAT I I (12.5'ON EACH SIDE`\F I \ A ucE \ OW �\I TRAIL AS CONSTRUCTED)[N89'S9'S6"W] \ STORAGE \ II ` v v e 1,421 OUTDOOR STORAGE AREA 4593 k\ 5 WATERCOUSE SETBACK x I I DIGITIZED E OM PLAT \� 45s4 I \� I I \I I I 160 I \ v > � a II II II N> II Z I _ oW T0. � I SO LOT 17 // A\ \�\A �' IT IT 60 I r I I r 1 4.55\ 3.251 111T \ \ / [94,411 \\ I I O DO, LOT 18 "0/ 0 0 LOT 19 Scale In Feet \ \ / two I I \\ I 20 0 20 \ / 6 0 6 / I lassie Date:0611512021 Scale In Meters Contour Intervals: f Foot n SITE GRADING AND DRAINAGE PLAN C2m2 C2.2 SCALE:1"=20' #201196