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BENCHMARK: TNH IN THE PLAT OF FOXBOROUGH. HYDRANT LOCATED AT THE SE <br />CORNER OF RED FOX ROAD AND FOX ROAD. ELEVATION IS 904.61 FEET. <br />Front property <br />Typical Section Controlled Fill: WO <br />WO denotes 12 course basement walkout lot <br />I � <br />-25---E---25----{----35---i <br />I I lc,�• 1 4G <br />•sG 0 <br />QF, oc <br />I Finish Grade 69-1" <br />IN <br />Top of controlled I F•��v <br />fill & subgrade <br />CONTROLLED FIL <br />Existing ground <br />�- i Bottom of Subcut <br />Finish Grade <br />Top of controlled <br />fill &.subgrade <br />Width determined by depth of subcut. <br />NOTE: DURING ROUGH GRADING THE TOP OF BLACK AT REAR OF <br />PAD SHALL BE 0.5' BELOW REAR PAD FINISHED GRADE ELEVATION. <br />rE DETAIL - SHEET C3.3 <br />89 <br />T9 <br />1 <br />1 <br />8893.05 <br />PP <br />fta 56894 <br />895.3 <br />EBIT <br />84* <br />895.82 <br />'EBIT"' <br />s <br />892.75 <br />TOE X <br />51 <br />cb- <br />8• :0 <br />73: <br />IUL <br />T <br />92.58 <br />171 <br />ROCK CONSTRUCT! N <br />ENTRANCE (DETA1 GEN -17) <br />893.45 <br />89351 GUYWIRE <br />GUYWI E 894.79 <br />'_GUYWIRE <br />`. 93.53 1 <br />892.32 893.42 GUYWIRE <br />GUYWIRE GUYWIRE <br />893.10 <br />89 910E 892.92 <br />F-0_,PP <br />Co <br />co <br />GUYWIRE <br />WETLAND FILL #2 <br />1480 SF <br />Zoned R-1 <br />28-31-22-31-0011 <br />Owner: Gary & Sharla Foster <br />898.27 <br />x.895.91 '• XGE <br />OE <br />899.60 <br />GE <br />897.93 <br />898.............1. ................. <br />XGE <br />897.14 <br />o, GE896.89 <br />X 896.55 <br />GE <br />897.33 <br />XGE <br />896.64 <br />GE <br />XGE <br />896.76 <br />GRADING, DRAINAGE & EROSION CONTROL NOTES <br />1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL <br />ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE <br />WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. (CONTACT <br />CITY TO INSPECT EROSION CONTROL MEASURES PRIOR TO GRADING <br />OPERATIONS, IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY IF <br />LOCAL CONDITIONS REQUIRE. <br />2) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA <br />BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL <br />EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR <br />PERMANENT COVER WITHIN SEVEN (7) DAYS. <br />3) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN <br />(SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. <br />4) EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD LOCATED. WELL TO BE <br />CAPPED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE <br />REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. <br />5) SEE "SADDLE CLUB FLOODPLAIN EXHIBIT" DATED DECEMBER 23, 2013 FOR <br />FLOODPLAIN FILL AND COMPENSATORY STORAGE. <br />896.93 <br />GE <br />x897 59 <br />GE <br />"GE <br />895.18 <br />896.47 <br />XGE <br />,45 <br />89525 <br />GE <br />895.36 <br />896.02 GE <br />XGE <br />897.20 896.55 . '5.895.92 895.61 <br />FENCE ri' FENCE EWET <br />892.44 <br />89211 EDITCH <br />TOP X 895.11 <br />EDITCH 891 89 TOP <br />895.46 CLDITCH <br />:f <br />Boo <br />892.72 <br />EDITCH <br />891.72 <br />CLDITCH <br />' 892.65 <br />ED1T0P <br />895.04 895.00 <br />109 FEN <br />LOT NO. <br />DRAINAGE & UTILITY <br />EASEMENT <br />SURFACE DRAINAGE <br />FINISHED GRADE <br />AT REAR OF HOUSE <br />RECOMMENDED HOUSE TYPE <br />894.44 <br />GE <br />894.22 <br />GE <br />S.E.W.O. - SPLIT -ENTRY <br />WALK -OUT <br />W.O. - SPLIT ENTRY <br />PROPOSED ELEVATION AT <br />GARAGE DOOR (FRONT) <br />895.96 <br />EWET <br />896.41 <br />i <br />099.8 <br />W.O. - <br />LOW FL -900.0 <br />DROP 1 FT <br />L <br />1 <br />PROPERTY LINE <br />INDICATES PROPOSED <br />LOWEST FLOOR ELEV. <br />INDICATES <br />DROPPED GARAGE <br />906.3 GAR <br />GARAGE SUGGESTED <br />DOOR GARAGE LOCATION <br />J <br />R/W <br />x 895-63 <br />GE <br />STREET <br />TYPICAL LOT LAYOUT <br />895.70 <br />GE • <br />GE896.46 <br />Zoned R-1 <br />28-.3.1-22-31-0028 <br />Owner:: Jess & Rebecca Roering <br />G95 s4 <br />C992 Aspen Lane <br />om. <br />896.50 896.52 <br />EWET EWE_ <br />/- A 1 / <br />I I / \ K <br />1 \ •./ <br />895.17 <br />''POND L <br />897.88. <br />GE x \� <br />89 894.94 i�: <br />/ ON- EPOND, <br />8'........PND 89828......�X � <br />E <br />GE50..."".XGE.............. 894'.84 . .894. 94 <br />H2OELE <br />896.93 <br />CMP18INV <br />898.28 <br />CMPTOP 7/ <br />..Eppg'U.'26.........-.890..N&... <br />GE <br />.90211 <br />891.60 <br />TOE <br />1 <br />1 <br />1 <br />1 <br />1 <br />8 195 <br />TOE <br />95.82 <br />EDRIVE <br />895.94 <br />EDRIVEX <br />8 <br />EDRIVE <br />896.34 <br />EDRIVE <br />897.74 <br />894.65 (-� 896.76 -. <br />555050OR EDRIVE <br />X -X X X <br />898.56 <br />BLDG - <br />8 <br />ggi ,50 <br />EOF -0 903-32 <br />901 17 1'05.55182" <br />050 AT 5155••' <br />02 <br />900 <br />898 <br />896 <br />892.5 894 <br />0227 <br />WATER LEVEL MEASUREMENTS <br />LOCATION <br />WATER ELEVATION READINGS <br />8/9/13 <br />8/16/2013 <br />8/23/2013 <br />9/13/2013 <br />AVERAGE <br />PIT 1 <br />893.37 <br />893.24 <br />892.57 <br />892.53 <br />892.92 <br />PIT 2 <br />895.30 <br />894.26 <br />893.89 <br />893.84 <br />894.32 <br />PIT 3 <br />896.57 <br />895.74 <br />895.40 <br />895.40 <br />895.78 <br />PIT 4 <br />896.71 <br />896.38 <br />896.30 <br />896.21 <br />896.40 <br />PIT 5 <br />894.74 <br />893.99 <br />893.65 <br />893.53 <br />893.98 <br />PIT 6 <br />893.39 <br />893.05 <br />892.30 <br />892.18 <br />892.73 <br />PIT 7 <br />892.01 <br />891.55 <br />891.51 <br />891.34 <br />891.60 <br />PIT 8 <br />889.83 <br />889.54 <br />889.54 <br />889.46 <br />889.59 <br />PIT 9 <br />893.75 <br />892.09 <br />891.84 <br />891.92 <br />892.40 <br />PIT 10 <br />892.77 <br />892.15 <br />892.19 <br />892.27 <br />892.34 <br />TH 1 <br />893.99 <br />893.45 <br />892.70 <br />891.28 <br />892.49 <br />TH 2 <br />893.46 <br />893.12 <br />892.62 <br />891.87 <br />892.55 <br />TH 3 <br />893.54 <br />893.04 <br />892.12 <br />890.96 <br />892.09 <br />TH 4 <br />892.72 <br />892.09 <br />891.34 <br />889.93 <br />891.10 <br />TH 5 <br />890.50 <br />889.96 <br />889.50 <br />888.33 <br />890.00 <br />NOTE REGARDING DITCH GRADING AND STABILIZATION: <br />THE LAST 200 FEET OF NORMAL WETTED PERIMETERS OF DITCHES OR SWALES MUST BE <br />STABILIZED WITHIN 24 HOURS OF CONNECTING TO A PROPERTY EDGE OR POINT OF <br />DISCHARGE. THE REMAINDER OF THE DITCH OR SWALE MUST BE STABILIZED WITHIN 7 <br />DAYS. ACCEPTABLE METHODS FOR STABILIZING DITCHES AND SWALES INCLUDE THE <br />FOLLOWING EROSION CONTROL BLANKETS OR MATS, RIP RAP, OTHER MATERIAL SUITABLE <br />FOR CONCENTRATED FLOW AREAS AS APPROVED BY ENGINEER. MULCH, HYDROMULCH, <br />TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICE IS NOT AN <br />ACCEPTABLE STABILIZATION METHOD IN THESE AREAS. <br />1 11. I / <br />I 1 I\ 1 I I <br />L _ 1 1 V \ / <br />Zoned R-1 <br />Ll28-31-22-31-0028 1 <br />ka,'Lvowner: Susan M. Schmitz Revocable <br />998 Aspen Lane/94 .96 <br />XS181-.31.3 <br />.33 848_e v 20ELEV <br />GE �%5 16 <br />EPOND <br />89 -969-...... <br />EPQND X �� .....BPONG.... <br />x 899 X93 895 22'" "8A6' "'89.. 98 <br />V ,..... EP'014 99..37.... _EMT] ........X 898.82 000.03 <br />GE p6 <br />GE........ GE <br />............ <br />02 50 901.79 901.45 <br />...""""....FENCE FENCE FENCE <br />Trust <br />Ey 15 <br />895.88 <br />EDRIVE <br />tETLAND- <br />WETLAND FILL. #1 <br />2,915 SF <br />E 6iv2�mommin <br />894.18 <br />EWE_ <br />...868" .. <br />896 X33 <br />EDRIVE <br />EDRIVE <br />x <br />895.20 <br />FENCECOR <br />X� <br />Zoned R-1 <br />X <br />28-31-22-33-0003 <br />Owner: Comcast <br />X <br />898.34 <br />BLDG <br />896 90 <br />OFFSET <br />BLDG- NDFENCE <br />893.50 <br />EWET <br />892.55 <br />EWET <br />892.92 <br />EWET 144? <br />893.051 _ <br />EWET <br />892.73 <br />EWET <br />892.43 <br />EWET <br />893.56 <br />EWET <br />893.10 <br />EWET <br />893.23 <br />EWET <br />RO`1DE I <br />NEW ST <br />HbUR <br />L <br />C04 -.-D <br />cAR <br />DROP 1 <br />DF <br />OP <br />• FT <br />1 W.O. <br />o� <br />904- <br />LOW FL=E <br />9 E <br />798. <br />GAR <br />DROP 1 FT <br />902LOW FL=899.5 <br />Cg -06 =ED <br />GAR <br />FT <br />DROP 1 <br />W.O. 8 <br />LOW rL-900.5 <br />904- <br />U <br />UU.2 <br />TOP OF BERM <br />ELEV 896.5 (TYP) co <br />co <br />ccococco oDCOOCco CO <br />4.0)OD0 <br />PROP POND 1 <br />NWL 893.0 <br />HIM_ 896.0 <br />co <br />O <br />cn <br />896.77 <br />EWE_ <br />896.49 <br />6.497 <br />ET <br />895 46 <br />894.36 <br />GE <br />9 <br />GE <br />i <br />r <br />i <br />i <br />4. (MIN. 2 FEET ABOVE DITCH BOTTOM) <br />r� <br />1 I <br />L <br />/ \ A 1 <br />/ I \ I <br />L _ 1 V <br />r- <br />1 -- <br />L - <br />r� <br />I I <br />L <br />r/� <br />F< 1 I <br />1 \ 1 \ <br />1 / <br />VC <br />1 • <br />• /• <br />• I•/ <br />A r\ r\ A 1 <br />/_\ 1 1 1 1 1\ <br />/ \ L/ L J 1 V. <br />Zoned R-1 <br />CONTRACTOR TO PROVIDE EROSION L <br />CONTROL BLANKET IN DITCH AND BANKS <br />899 92 <br />6(5060OR <br />10' WIDE SODDED EOF <br />ELEV-896.0 <br />• 901 23 <br />GE X <br />901.69 <br />RIP -RAP (TYP <br />(SEE DETAIL) <br />900.72 <br />GE <br />900.79 <br />GE <br />9p0:C1 <br />898.03 <br />GE,....X <br />897.6'4- . ........ <br />GE <br />895-64 <br />WETLAND -B3/4.. <br />Y 894.46 93 4.2 <br />GE 8 <br />895.27 <br />GE "" 893 86.• <br />XGE."..... <br />896.10 <br />EWE_ <br />894.9 <br />EWE_ <br />893.69 <br />FINE <br />t d. <br />O <br />1 <br />K <br />893.66 <br />-WET <br />92. <br />TO <br />O <br />8g6 .. <br />901.85 X(7E- <br />i'CN XE6V81,79 <br />GE; <br />)•• <br />899.22 <br />• <br />899.96 <br />GE <br />0 <br />0 <br />X898x 9E0.63 XGE <br />.67 <br />GE <br />A <br />901.57 <br />9097.87 XGF <br />GE <br />X 910.63 <br />GE GE <br />901.18 <br />y 900.59 x 901.16 <br />900.45 <br />GE GE <br />901.43 <br />// <br />L_ <br />901-34 <br />899.2 <br />GE <br />XGE <br />898.14 <br />x89'8 67 <br />GF <br />899.67 <br />XGE. <br />900.72 <br />GE <br />• <br />• <br />•. <br />X 900.53 <br />• 899.03: GE <br />897:30 '6E <br />GE: < <br />S.1 <br />896.42 X <br />899.2 <br />GE GE <br />X8L687 <br />895.86:: <br />GE • <br />O <br />. o <br />36N <br />• N <br />896.18 <br />..GE <br />895.04 <br />GE X <br />(0. <br />O' <br />col <br />O <br />X894.51 <br />GE O <br />894.88-/ <br />GE X0 <br />693.80 <br />ROCK CHECK': <br />DAM (SEE DOTAL) <br />24 <br />891.92 <br />[DITCH <br />893.57 <br />6'8E2 .9' <br />APPROXIMATE <br />PHASE ONE <br />GRADING LIMITS <br />WE <br />A <br />(SEE WETLAND <br />V \ <br />WETLAND..FILL # <br />11,021. SF <br />WETLAND CREATION <br />AREA B' - 36,229 SF <br />ND`RELACEMENT PLAN - <br />.' DET C r "'. <br />+ + <br />+ + + <br />+ + + + <br />t <br />WE + X1&94 OB <br />+ + + WEA + <br />+ + + + + <br />+ + + + + + <br />+ + +894+8 + +894 <br />+ XXcr.ERF+OW + <br />.8954 + + <br />E4ET *5.Of <br />+EW.' <br />+ + <br />+ + <br />G + + <br />1946 <br />yRFOW <br />E950+ <br />EW51J � `' <br />898. . 95.00 <br />" I <br />85'..8g8........... <br />OCULV <br />0_ <br />• <br />893.44 <br />XGE•. <br />900.49 <br />XGE <br />898 30 .V900 .04 <br />GE • <br />Xtt7 74 <br />f�L <br />• <br />X 896:76 <br />GE <br />• <br />899, 88 <br />GE <br />\ <br />• <br />899.47 <br />GE <br />897.00 899.88 <br />GE : XGE <br />895:.01 X896.86 900.02 <br />GE : GE <br />GE '_ <br />/\ <br />X 8.5.25 1 897185 <br />10' WIDE SOWED EUF _ <br />ELEV96.0 , <br />886'7 <br />893.80 GE 901.22 <br />X"GE . GE <br />TOP OF BERM <br />ELEV 896.5 (TYP) <br />89'4.58 <br />DITCH <br />TOP OF BERM <br />898.5 <br />(SE <br />893 13 <br />EWET <br />891 64 <br />x WET X891 68 <br />WET <br />Know what's below. <br />Call before you dig. <br />EOF <br />893.00 <br />892 <br />894.32 <br />EWET <br />X 89 <br />WE <br />891 58 <br />WET <br />o <br />o <br />890 82 <br />891 24 <br />EWET 890 28 X <br />WET <br />WET <br />889 70 <br />x898.5.5 /9c <br />VVET <br />890 25 <br />X WET <br />890 8 <br />• <br />• <br />fDITCH <br />890 86 <br />H2OELE <br />889.01 <br />CLDITCH <br />GRADING, DRAINAGE, & EROSION CONTROL PLAN <br />SADDLE CLUB 13.U.D. <br />DRAWN BY: <br />C.M. <br />DESIGN BY: <br />CHCKD BY: <br />PROJ. NO. <br />13-1414 <br />ORIGINAL DATE: <br />OCTOBER 14, 2013 <br />REVISION DESCRIPTION <br />0 <br />Lu <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Lu <br />0 <br />Lu <br />RCWD RE -SUBMITTAL <br />RCWD COMMENT LETTER 1-16-2014 <br />RCWD COMMENT LETTER 2-19-2014 <br />BIT. TRAIL ADDED TO PLANS <br />FINAL PLAT SUBMITTAL <br />Lu <br />1- <br />0 <br />cys <br />0,5 <br />Cij <br />E <br />co 2 <br />t5 0 <br />o <br />cti <br />co <br />co <br />OD <br />05.21.2014 <br />0 <br />SADDLE CLUB P.U.D. <br />cog <br />ma <br />0 <br />0 <br />LJJ <br />LJJ <br />zt <br />z <br />0 <br />PREPARED FOR: <br />DUPONT <br />HOLDINGS, LLC <br />4111 <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361-8210 <br />FAX: (651) 361-8701 <br />NORTH <br />50 <br />0 <br />1 INCH = 50 FEET <br />C1-1 <br />