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W NY / �:., ERiCKSON N, 7 6� y�g I 788 � > � CIVII. LC � M ell smeaml 3Up N 4 0 40r 39n E g2O � \. wwwPe�dIs6o1o1)o vl� m iTH '.-Bc m - . - `1 T'¢ a r -•� - ---- - -� .r / _ _ _ _ _� UI DRAWING P9A.9T Out __ IO1 1,t WE w� I r, 1 �� a1 P� "'.11 �� 0.27Acre A2 �R2 ovN� °/g r`Ib 1 O �0• �Pa�.�A � j �s% L2UB0 �lp1p a R 6,°a°�.a prp �1 a sefl e.m .v goo- SUNSET LAKE o w s i p E µ.�eorUNY` LFE PL�eao ,I. 'pp' LOE �LI °Ew o rv:suws BELL% LO014.0 xa1Mu OHW 988.1 II �O °as xwtl°1sn / a0ae - AxA�1Ie� / �ePo z � Q� HWL970.0 FUHD.ti E<V=_ Water Elev. 9872 (8117118) 40V4180. _Re II 'g ( 6 10/08/2018 �� I °ergs 1h=1006.0 i e I Hea \ _1008.1 {�A� �FE=9T8.2 III' rprp I _ (� I i9ez GE RIM 03 I I 1 � �� I m � S Ni 1 s S I I� 19$ ro Y -$ If N��m � m \ eq Z v m I7, ^ o- > ' 1 Ina OUTLOT C U _ o ��.31 m o Ta6e / 2 I U o s I NI1 + ¢r z 1 65 P,^ `� ��m,e O RAH SON �/ 006 I S890 40r ..3 / VPRE / ¢ Hc 33 _�I GO AR 7 at0 A ) 4 �\ N S O / r` I /� I �� 8 p s.000 �n. s � �H � WETLAND �°'1 �. � II«.°ee.% M 11 -,� �� °je� WSE 967.3(8/17118) \� HWL 969. IXV. Es 1 9 v A� O&U EASEMENT OVER ALL OF OUTLOTA\ o y jp� O ana p a 6 L, �p� g oP G vv ,3o H _ 3-i `wee �eR0 _ � 0 P 1 15 o�\ . 'fir�� S DOE.,00ao d \ 1 �� 6 BL ISLE I ILI o ��1MR. lalz /% Hn 1_ r . N T°,a //// g owe-�wEr ---pas, _ AO °/ m12 n� e �a A6m I - e °� 985. _ WETLAND Q I vjON II '_m Q / / ��. � x s m „s / w --- c "IF i v � � � BurL loosA t / v��_ / 08 p>2 - - Py-i // I A sts Ile li v r etFERG I ' 11 UP _ 04L ur Storm Sewer Structure&Pipe Schedule Grading Notes: Legend PIPE LEN6TH 1) SPOT ELEVATIONS ARE FINISHED ELEVATION UNLESS NOTED OTHERWSE _ _ PROPERTY BOUNDARY Structure ID Structure ID PIPE DIA(Inch) IN,Ft) INV.UP INV.DOWN PRESUMES PIPEWPE NOTES 127 126 15 50 990.50 990.00 1.W% CMP W/PQ 2) ELEVATIONSICANTOURSSHGNIJ AS FINISHED GRACE ELEVATIONS. - - - - - EXISTING 2-FT CONTOUR INTERVAL 125 IN 15 50 1011W 1010.70 050% CMP W/FES 3) REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. gy2.86 123 122 15 50 300900 111 050% CMP W/FES ` HE HP HIGH OR POINT ILE=LO POINPROFILE LOCATION AND ELEVATION HE=HIGH POINT,LP=LOW POINT 121 120 18 60 1(X6.00 1005.50 0.83% MY W/FFS '1) DO NOT SPREAD TOPSOIL VEN IT IS ORRECT AN IR MUDDYREGULARITIES OR WIN THE THE SHAT RESU IS FROM OR FROZEN.CORRECT ANY IRREGULARITIES IN THE SURFACE 6 119 118 15 60 1013.50 1013.00 0.83% MY W/FFS THAT RESULT FF'OM TOPSOIL SPREADING OR OTHER OPERgTIONS TO PREVENT -3�- PROPOSED CONTOUR INTERVIXL Ffl1e' 16-130 5, 117 116 18 60 1W3]0 1003.50 0.33% MY W/FFS THE FORMATION OF DEPRESSIONS OR WATER POCKETS.BERMING OR DOUBLE a 115 114 24 fiD 1.LL 100270 (1 CMP W/F6 LAYERING OR FIBER ROLL MY BE REQUIRED TO CONTAIN RUNOFF IF SILT PROPOSED DRAINAGE ARROW N SHURYTRItl �^. 113 112 20 60 1003W 100270 OSO% CMP W/per FENCING CANNOT BE INSTALLED PROPERLY DURING FROZEN CONDITIONS. 111 110 24 60 1001.50 100100 0.83% CMP W/FES 5) CONTRACTOR SHALL SCHEDULE SOILS TESTING FOR EACH STRUCTURAL FILL �� 0--- - PROPOSED STORM SEWER(SIZE INDICATED ON PLANS) j G VD9 108 15 86 1W2.W 997.00 5.91% (MY W/FES AREA,PAD AND STREET AREA. p GRADING PLAN m 1W 106 15 50 99870 998.40 0.50% CMP W/FES 6) PONDSHALLBE UNEDPER DETAIL V SOIL BORING LOCATION AND IDENTIFICATION 100 0 100 200 300 FEET U$ 105 1. 15 50 998'A 998,00 050% (DMP W/FES y 103 102 12 FES ONLY 99t.W 99ZO0 O.W% RCP SEE DETAIL T) SEE DETAIL FOR STORM SEVrER FES RIP RAP PLACMENT. U EXISTING EASEMENT/PROPOSED STORM EASEMENT 61pPr Na 102 101 15 146 992.W 990.00 1.37% RCP W/FFS 8)FINALYFT OF INFILTRATION APPROVAL BY NGGHELLBEEXCAVATED AFTER SITE IS 1�00 GRAPHIC SCALE /'�/� STABILIZED OR gPPROVAL BT ENGINEER. PROPOSED ROADWAY CENTERLINE)FOR REFERENCE) `/v■7■°d 9)SWEEP IS PFOVIDEDASA SEPARATE DOCUMENT MICH REFERENCES THIS PLAN. lam- LFE=LOWEST FLOOR I@OR ABOVE 100-YR HVrL) MPC4 PERMIT FOR STORM WATER SHALL BE APPLIED FOR MIN.OF DAYS PRIOR IAE- LOE=LOWEST OPENING ELEVATION(3R TO THE START OF ANY GRADING ACTIVITIES. ABOVE 1001 HWL AND iR ABOVE EDE) SxEEie OF 11