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GRADING AND STORM DRAINAGE NOTESAREAS OF SITE <br />1.ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE.1.TOTAL AREA OF SITE = 3.72 ACRES <br />2.CLEAR ALL TREES, BRUSH, STUMPS AND OTHER ORGANIC MATERIAL FROM AREAS TO BE FILLED.2.TOTAL AREA OF DISTURBANCE = ±3.72 ACRES AttachmentC <br />3.REMOVE ALL UNSUITABLE MATERIAL (MUCK OR NON-COMPACTABLE MATERIAL) FROM AREAS TO BE FILLED. <br />4.CONTRACTOR SHALL, WHEN GRADING BETWEEN CONTOURS AND BETWEEN POINTS OF SPOT ELEVATIONS, GRADE ON A UNIFORM SLOPE. <br />E <br />H NORTH <br />5.CONTRACTOR SHALL, FOR ALL GRASSED AREAS, BE RESPONSIBLE FOR REPLACING ERODED SOIL, GRASS SEED AND/OR MULCH UNTIL AN O <br />APPROVED STAND OF GRASS IS ESTABLISHED. <br />6.CONTRACTOR SHALL, BEFORE BEGINNING GRADING WORK ON SITE, INSTALL SILT FENCE AS SHOWN ON THE PLANS. AS SEDIMENT BUILD <br />UP AROUND SILT FENCE, REMOVE SEDIMENT AND REPLACE WHERE EROSION HAS TAKEN PLACE. <br />E <br />7.EACH SECTION OF PIPE SHALL BE LAID TO SPECIFIED LINE AND LAID UPGRADE. <br />H <br />O <br />8.CONTRACTOR SHALL REMOVE ALL DEBRIS AND OTHER MATERIALS RESULTING FROM DEMOLITION AND DISPOSE OFF SITE UNLESS <br />OTHERWISE ADVISED BY OWNER. <br />9.CONTRACTOR SHALL KEEP ALL ROADS ADJACENT TO THE SITE CLEAN DURING CONSTRUCTION. <br />10.CONTRACTOR SHALL BE AWARE OF EXISTING UTILITY LINES DURING PIPE LINE INSTALLATION. CALL ALL UTILITY COMPANIES FOR <br />E <br />LOCATIONS ON SITE. <br />H <br />O <br />11.ALL ROADWAY AND DRAINAGE CONSTRUCTION ARE TO CONFORM TO LOCAL AGENCY STANDARD SPECIFICATIONS. (LATEST REVISION AT <br />THE BEGINNING OF CONSTRUCTION.) <br />12.ALL NEWLY CONSTRUCTED SLOPES WHICH ARE STEEPER THAN 3 TO 1 MUST BE STABILIZED BY INSTALLATION OF EROSION CONTROL <br />MATTING AND SEEDED AS SOON AS PRACTICABLE. <br />Ex <br />x <br />H <br />x <br />x <br />TS <br />M <br />MTS <br />OW <br />x <br />C <br />x <br />M <br />S <br />T EX DRAIN INLET SHALL BE CAPPED TO SERVE <br />S <br />T <br />M <br />S <br />x <br />S <br />AS A JUNCTION MANHOLE FOR ROOF DRAINS <br />x <br />x EX RIM= 907.39 - TO BE SEALED, RAISED TO <br />xM <br />T <br />WS <br />E <br />M PRO RIM = 910.50 AND COVERED WITH SOLID <br />H <br />T <br />S <br />S <br />O <br />S S <br />T <br />x <br />M MANHOLE GRATE <br />x <br />M <br />T <br />S <br />PRO INV(SE) = 906.00 (CONTRACTOR SHALL CORE- <br />xx <br />x <br />x <br />xxx <br />TS <br />MTSM <br />xMTS <br />xxxMTSMTS <br />xxTS <br />xMTSM <br />DRILL EXISTING STRUCTURE TO FIT 10" PVC PIPE)MTS <br />MTSMTS <br />MTS <br />S MTS <br />xMTSMTS <br />xS <br />W <br />x <br />EX INV(NE)= 905.64 <br />x <br />MTS <br />xSITE BENCHMARK #1: <br />E <br />STM <br />HTOP NUT OF FIRE HYDRANT <br />S <br />O S <br />ELEV. = 915.52' (NGVD 1929) <br />EX CB T <br />S <br />x <br />120 LF 10" PVC ROOF DRAIN @ 2.0%M <br />x <br />RIM= 908.79 <br />SHALL PICK UP MAIN ROOF DRAIN <br />x <br />W <br />INV(N)= 905.44 x <br />COMING OUT UNDER-SLAB OF NORTH <br />M <br />SSSSSSSSSS <br />S SSSSSSSSSSSSSSSSSSSSSS <br />SSSSSSSSTxx <br />xxxxxxxxxxx <br />xxxxxxxx <br />xS <br />INV(SW)=905.44 <br />SIDE OF BUILDING, AS WELL AS SMALL S <br />S <br />T <br />M <br />Ex 4" PVC ROOF DRAINS FROM LOWER x <br />H <br />S W <br />EX 15" RCP PIPE <br />S <br />O <br />ROOF AREAS - SEE PLUMBING SHEETS <br />WWWW <br />WWWWWWWWWWWWWWWWW <br />x <br />xxxxxxxxxxxxxxxxxxxxx <br />W <br />FOR ADDITIONAL INFORMATION <br />x <br />M <br />T <br />S <br />xS <br />W <br />S <br />EMATCH EXISTING <br />x <br />MATCH EXISTING <br />HMATCH EXISTINGxx <br />W <br />xM <br />TSMTS <br />M <br />T <br />O <br />S <br />MATCH EXISTING <br />W x <br />xx <br />xS <br />x <br />x <br />SM <br />T <br />W <br />S <br />x <br />E <br />x <br />STx <br />HMx <br />x <br />STMx <br />OSTM <br />9 <br />STM <br />1 <br />2 <br />W <br />M <br />ST <br />STM <br />STM <br />STM <br />xSTMM <br />STMM <br />STMM <br />xSM <br />T <br />xT <br />T <br />T <br />W <br />Sx <br />S <br />xSx <br />S <br />S <br />S <br />M <br />TTM <br />Ex <br />M912.70 <br />xT <br />912.70Sx <br />HSTMx <br />912.70x <br />S <br />STM <br />O <br />STM <br />W <br />x <br />912.70 <br />W <br />xS <br />M <br />M <br />SM <br />M <br />T <br />T <br />T <br />T <br />x <br />x <br />Sx <br />xS <br />S <br />S <br />M <br />910.10TM <br />x <br />x <br />T <br />ESx <br />W <br />STMx <br />xS <br />HSTM <br />STM <br />x <br />STM <br />STM <br />O <br />W <br />xS <br />912.20 <br />S <br />MM <br />M <br />PROPOSED HAMPTON INN M <br />T <br />T <br />T <br />T <br />x <br />x <br />Sx <br />xS <br />S <br />S <br />FFE = 912.75 <br />912.70911.95 <br />S <br />910.10 AN <br />W <br />S <br />A <br />N <br />912.70 <br />x <br />xx <br />x <br />910.16Wx <br />x <br />STM <br />STM <br />STM <br />xS <br />OHE <br />S <br />MM <br />910.20 W <br />M <br />M <br />T <br />T <br />T <br />T <br />x <br />x <br />Sx <br />xS <br />S <br />S <br />x <br />M <br />W EXISTING 4-STORY MTC <br />T <br />M <br />x <br />Sx <br />xT <br />STMx <br />x PARKING RAMP <br />STMS <br />xSSTM <br />STM <br />S <br />M <br />M <br />M <br />M <br />xT <br />T <br />T <br />Tx <br />x <br />x <br />SSx <br />WS <br />S <br />CLEVELAND AVENUE <br />M <br />Tx <br />x <br />x <br />xW <br />x <br />S <br />xSxx <br />STM <br />x <br />STM <br />ESTM <br />S <br />STM <br />STM <br />H <br />911.75 <br />O911.75 <br />911.55 <br />x <br />M <br />WM <br />Mx <br />M <br />TW <br />T <br />xT <br />Tx <br />912.70x <br />911.65xS <br />S PRO DI #7 <br />SS <br />911.85 <br />912.60 <br />911.55 <br />NYLOPLAST 18" CUSTOM DRAIN BASIN <br />S <br />x <br />(MOUNTABLE CURB & GUTTER) <br />xSxM <br />S <br />x <br />x <br />T <br />S <br />x(SEE DETAIL ON SHEET C603)x <br />STM <br />STMx <br />PRO JB#5B <br />STMxS <br />E <br />W <br />STM <br />x <br />H <br />RIM = 914.85 <br />NYLOPLAST 18" CUSTOM DRAIN BASIN <br />W <br />O <br />2 <br />1 <br />INV (NW) = 912.35 <br />CONTRACTOR SHALL FIELD VERIFY EXISTING SIZE, LOCATION <br />9 <br />M(SEE DETAIL ON SHEET C603) <br />912.20M <br />M <br />M <br />TT <br />xxT <br />Tx <br />xS <br />S AND MATERIAL OF UNDERGROUND ROOF DRAINS. JUNCTION <br />S RIM = 915.10 x <br />S <br />911.90 <br />W <br />S <br />x <br />S911.90 <br />BOX SHALL BE INSTALLED AS REQUIRED, AND EXISTING DRAIN S <br />INV (E) = 911.07 <br />M <br />SM <br />911.45x <br />xT <br />x <br />T <br />x911.55x <br />x LINES SHALL BE RE-ROUTED AS NECESSARY <br />STMx INV (S) = 910.97 <br />S <br />GS <br />STM <br />W <br />xSTM <br />E <br />x <br />H <br />x <br />x <br />O <br />W <br />SSx <br />x <br />xOHE <br />x <br />911.80Mx <br />SSM <br />SSSSMx <br />M <br />T <br />T <br />x <br />TxT <br />E.O.P. 910.61 <br />xx <br />S <br />S <br />S <br />911.55SS <br />PIPE CONNECTION STUB <br />x <br />S <br />INV = 905.85 <br />xM <br />B.O.C. 910.45 <br />GM <br />T <br />M <br />W <br />FINISHED GRADE <br />T STM <br />ST <br />45 ° BEND WITH CLEANOUT <br />S <br />xxS x= 915.70 <br />9S <br />1 <br />S91 <br />EDGE OF CONCRETEPIPE INV = 912.20x <br />EXISTING FLOW LINE 909.951 <br />15LF 15" HDPE @ 1.6% <br />W <br />M <br />911.65M= 915.15 <br />T <br />M <br />T <br />T <br />S <br />S <br />STM <br />S PROPOSED CONCRETE <br />910.65STMSTMSTMSTMSTMSTM <br />x <br />M <br />M <br />M <br />M <br />T915.60 <br />SLOPESLOPExT <br />TS <br />STM2.0%2.0%T RETAINING WALL <br />STMx <br />TMxx <br />SSx <br />xSTMxS <br />SS <br />S <br />STMSTMSTMSTMSTMSTMSTMSTMSTM <br />G <br />W <br />STMSTMSTMSTMSTMSTM <br />STMSTMSTMSTMSTM <br />x <br />xxx <br />xxxxxxxxx <br />910.75 <br />x <br />STM <br />xS <br />x <br />S <br />SSS <br />910.75SS <br />SSSW <br />SSS MOUNT RIDGE ROAD <br />SS <br />SSTTS <br />TT914.40 <br />TTTTM <br />TTTS <br />TTM <br />TTTMM <br />TMMM <br />MMM911.35 <br />MMM915.85 <br />MMM <br />MM <br />T915.95 <br />911.15 <br />E <br />912.45913.20913.45S <br />H <br />911.00 <br />910.75 <br />36" Ø HDPE SYSTEM915.95 <br />O <br />MS <br />xM <br />M <br />GINV = 904.50M W xM <br />911.00T WW <br />WxT W <br />T W S <br />911.25T <br />xT <br />x <br />S15.5LF 12" PVC @ 1.0%x <br />xS <br />S <br />xSS <br />x <br />SW <br />x <br />M <br />S <br />PRO CB #1 SSS911.15113LF 12" PVC @ 1.0% <br />SSST <br />SS <br />SSS <br />SS <br />SSTTS <br />TT <br />TTT <br />TT <br />TTM <br />TTTMM <br />TMM <br />MMM <br />MM RIM = 910.60 <br />MMM <br />MM <br />911.85914.40 <br />10" TO 12" 90° PVC <br />E INV (S) = 905.93 <br />x <br />910.65910.8542LF 10" PVC ROOF DRAIN @ 3.33% <br />G <br />HW <br />S <br />CONNECTION FITTING <br />INV @ BUILDING = 912.00x <br />x910.45 <br />O INV (SUMP) = 903.93 MMS <br />M <br />MxM <br />OHET <br />T PROPOSED ACCEPTING CURB & GUTTER MINV @ TEE CONNECTION = 910.60 <br />T <br />T <br />x WITH CLEANOUT TT <br />x <br />SxWx <br />xS <br />SS <br />SS <br />S <br />SEE PAGE C602 FOR DETAIL <br />x <br />S <br />SSSS <br />SS <br />SS <br />SSS <br />SSSTM <br />SSTTSTMSTM <br />TTTMSTM <br />TTTS <br />TT <br />TTM <br />TTTMM913.65 <br />TMM <br />MMM <br />MMSTM <br />MMMI hereby certify that this plan, specification, or report was prepared <br />MM <br />PVC ROOF DRAIN <br />x910.40 <br />911.40 <br />by me or under my direct supervision and that I am a duly Licensed <br />G <br />W <br />M <br />Professional Engineer under the laws of the state of Minnesota. <br />CLEANOUT <br />910.65TS <br />x915.85915.30 <br />xx <br />S915.75 <br />915.95 <br />S <br />910.25 <br />W <br />M <br />M <br />M <br />SSM <br />SSSM <br />SST <br />ST <br />T <br />OHETTT <br />TTx <br />TTx <br />STTTSx <br />SITE BENCHMARK #2:xSx <br />MMS <br />xMMSS <br />MMM <br />M <br />SS <br />SSS <br />SS36" Ø HDPE SYSTEM <br />TOP NUT OF FIRE HYDRANTSS <br />SSS36" Ø CONNECTION PIPE <br />SS <br />SSTT <br />TT1.50' <br />TTT <br />TT <br />ELEV. = 911.44 (NGVD 1929)TTMINV = 904.50 <br />TTTMM <br />TMINV = 904.50M <br />xMMM3.00' <br />MM9M <br />MMM <br />GMM <br />T <br />W <br />1 <br />S <br />x3 <br />910.90 <br />x <br />0S <br />1x <br />9 <br />W <br />S <br />915.00915.50 <br />911.00914.80 <br />SS <br />SSS <br />SSM <br />SM <br />M <br />TM <br />TTM <br />STTT915.95 <br />TTTT <br />T <br />xMMTT <br />MMx <br />MMMx <br />SMSSxM <br />Sxx <br />909.90SSSS <br />SSSTS <br />SS PROVIDE A MINIMUM OF 1" RIGID <br />SSS <br />SS <br />xSSTT910.90S <br />TT <br />GTTT <br />TT <br />TTM <br />WTTTMM <br />TMM <br />MMM <br />MM <br />MMM INSULATION BETWEEN THE <br />MM <br />x <br />x <br />BUILDING FOUNDATION AND W <br />S <br />x <br />S <br /> THE RETAINING WALL FOUNDATION <br />M <br />SS <br />SSST <br />SS <br />ES <br />TS <br />S36" Ø CONNECTION PIPETT <br />xTTM <br />HTTTM <br />M913.25 <br />MMM <br />MMM <br />SMMMT <br />xMT <br />INV = 904.50ST <br />OGSSSTxT <br />SSx915.75 <br />SS910.40xSx <br />WSSSSx <br />SSS <br />SSTTS911.00 <br />TTS <br />TTT9 <br />xTT <br />TTM <br />TTTMM909.70 <br />TMMM102/20/2015 <br />MM <br />MM <br />MMM <br />MM2x <br />909.60 PROPOSED HOME2 SUITES <br />W <br />909.90 <br />Signature:Date: 2/23/2015 <br />Signature:gnaturt <br />u <br />u <br />MxS <br />FFE = 916.00 <br />T <br />S JAMES R. SKOWRONSKIJAMES R. SKOWROJAMMMJAMNSKI42202 <br />S JAM <br />M <br />Typed or Printed Name:Registration Number:JAJAAMM <br />STMTypedorPrintTypedName: <br />yy <br />9 <br />93.50' <br />SS <br />SSS1 <br />SS1 <br />I:\\24200\\24277 Home2 - Roseville, MN\\01. Drawings\\Autocad\\Civil\\24277 C300.dwg Printed by: ekaul on Feb 24, 2015 - 7:22am S <br />0 <br />ST1 <br />xxTT <br />TT <br />GTTT3.00' <br />EMM913.40 <br />SWMM910.15 <br />MMMM <br />MM <br />SM <br />PRO DI #2 SSSMM <br />HSS <br />SSSTT <br />SS <br />xSSxT910.90 <br />SSTTTT <br />PRO CB #3 TT910.05xx <br />TTTxSx <br />OTTSx <br />TTMS <br />TTTMMS <br />TMMMS <br />OHEMM AN W <br />RIM = 909.00 MMM S <br />MMM SAN <br />MM <br />909.35T <br />915.95 <br />909.55 <br />RIM = 909.10 <br />S <br />INV (E) = 906.00 <br />S <br />x <br />INV (W) = 905.93 S <br />INV (SUMP) = 904.00 <br />914.40 <br />910.55 <br />x INV (SUMP) = 903.93 <br />SS <br />GSSS <br />SS <br />WS <br />S <br />T <br />TT <br />xTT <br />TTT <br />Sx <br />MM <br />MM <br />MMM <br />MM <br />Sx <br />SSSTOW=921.25 <br />SST <br />SSSM914.60 <br />SSM <br />SSM <br />SSTTMS195LF 12" PVC @ 1.0%WM <br />TTT911.00915.80 <br />TTTT <br />TTTBOW=915.30 <br />TTTMT <br />TTMM915.95T <br />TMMMx <br />MMS <br />MMS <br />MMMS <br />MMS <br />S <br />915.75 <br />915.75 <br />S <br />x <br />S <br />910.20910.90 <br />x <br />G <br />W915.50 <br />M <br />SSS <br />SST915.30 <br />SS <br />SS <br />x <br />MATCH EXISTING B-618 CURB STYLETS <br />x909.90TT <br />STMTT <br />SSTMTTTx <br />MM <br />MM <br />MMM <br />MW <br />S <br />SSS <br />SS <br />SSS <br />SS <br />SS <br />SSTT <br />TT5LF 15" HDPE @ 1.6% <br />TTT <br />TT <br />TTTM <br />ETTPIPE CONNECTION STUBMMM <br />TMMM <br />MM <br />25LF 15" HDPE @ 3.0%MM PRO JB#5A <br />MMM <br />MMT <br />H APPROXIMATE OUTLINE <br />INV = 905.85 <br />x <br />S <br />O <br />PIPE CONNECTION STUBS <br />NYLOPLAST 24" CUSTOM DRAIN <br />x <br />M OF PROPOSED FOOTING <br />x <br />S <br />909.50914.40T <br />INV = 905.85 <br />W <br />GS <br />915.55 BASIN (SEE DETAIL ON SHEET C603) <br />x <br />PRO JB #5 <br />36" Ø CONNECTION PIPE <br />PRO DI #4 <br />SSS909.70 <br />SSSx <br />SS909.80 <br />909.66S <br />xINV = 904.50PIPE CONNECTION STUBT RIM = 914.95 <br />36" Ø HDPE SYSTEMTTW <br />STTT <br />TT <br />RIM = 912.90 <br />909.55MM RIM = 909.45 <br />MM <br />MMINV = 905.00M <br />M <br />INV = 904.50S41LF 24" HDPE @ 2.8% <br />SSS <br />SS <br />SSS914.60 <br />909.50SS INV (W) = 908.90 <br />SS <br />SSTT <br />909.55TT INV (NW) = 907.32 <br />TTT <br />TT INV (W) = 906.15 <br />TTTM <br />TTMM <br />TMMM <br />MM <br />MMM <br />MMM <br />MM INV (N) = 909.00 M <br />T <br />E <br />STM INV (E) = 907.42 T <br />INV (SE) = 906.25 S <br />36" Ø HDPE SYSTEM <br />x <br />HSx <br />GSTMS <br />STMx <br />WSTM <br />INV = 904.50 INV (E) = 912.37 <br />S <br />O <br />INV (SUMP) = 904.25 914.50 <br />x914.20 <br />910.50Sx <br />SLOPESLOPE <br />T <br />M <br />W <br />xS912.50 <br />2.0%2.0% <br />STMSTM910.40 <br />STMM <br />TMST <br />SS915.75 <br />909.40STM <br />909.10 <br />M <br />9 <br />1T PRO DI #6 <br />0 <br />S <br />M <br />M TS <br />MT TOW=922.00 <br />MT M <br />T <br />MS <br />MTS <br />909.00909.50 TS <br />TS <br />BOW=916.00 <br />S 79LF 15"NYLOPLAST 18" CUSTOM DRAIN <br />x S <br />WM <br />G <br />909.75HDPE @ 1.4%916.00xS <br />T <br />Ex <br />x <br />S BASIN (SEE DETAIL ON SHEET C603) <br />S <br />Tx <br />(6) 18" HDPE STUBS S <br />HM <br />M <br />M <br />MT <br />MT W <br />O T 912.50 <br />MS RIM = 914.45 <br />MTS <br />908.96 TS <br />OHE TS 914.10 <br />INV = 905.90 M <br />S S <br />x S 921.85 <br />T <br />PRO O/S #8 9 <br />1 <br />S1S <br />S911.00913.00922.00 <br />INV (W) = 912.95 <br />T <br />M <br />RIM = 907.75 <br />26 LF (EACH) OF 18" HDPE PIPE @ 3.5% <br />TTTM <br />TTTMT <br />TTTMTTTTT 915.95 <br />TMTTTTTTTTTSSSS <br />x TTTTTTTSSS <br />TTMTTSSSS <br />G MTTSTTTSSSSSSSS <br />STTTTSSS <br />SSTTTTTSSSSSS <br />W SS 915.50 <br />INV (SW) = 904.90 SSSS <br />SSSSS S <br />T <br />M <br />915.50 <br />xxS <br />2.00'x <br />M <br />SEE DETAIL ON SHEET C600 <br />S <br />M <br />908.96T <br />W <br />T <br />S5S <br />9S <br />FOR ADDITIONAL INFORMATION 11.50'1 <br />2 <br />T <br />M <br />S <br />9 <br />x <br />S <br />921.25 <br />STMSTMSTMSTM <br />921.50x <br />STM <br />STM <br />TMSTM <br />xSTMS <br />STM <br />STMSTMSTM <br />908.80 <br />GW <br />MARK DATE DESCRIPTION <br />x <br />111LF 15" HDPE @ 1.33% <br />x <br />M <br />S <br />x <br />TW <br />SS <br />3 <br />909.30 <br />DATE <br />1 <br /> <br />02/20/2015 <br />9 <br />2 <br />2 <br />E909.46 69 ISSUED: <br />1 <br />S 9 <br />3.00' <br />8 <br />x 91 <br />H <br />PRO EW #9, 9A, 9B, 9C, 9D & 9E0 <br />S <br />1092 SF LARGE RIP-RAP TO LINE BOTTOM <br />2 <br />x4.50' <br />O 11 M <br />G 99 <br />ISSUE <br />MxT <br />W <br />S INV = 905.00 <br />T <br />x OF POND CONSTRUCTION DOCUMENTS <br />SS <br />T <br />291 <br />11 <br />M 92 PHASE: <br />1 <br />x <br />x <br />19 <br />95 <br />56LF 24" RCP @ 1.61%TOP RIP-RAP ELEV VARIES 906.00 - 904.905 <br />W <br />TOW=921.00 <br />3 S <br />19 114.5LF 12" PVC @ 0.5% <br />1 <br />7 <br />BOW=915.85PROJECT TITLE: <br />S <br />1 <br />9 <br />BOTTOM RIP-RAP ELEV = 903.90 <br />91 <br />EX STRM MH9 <br />TOW=918.60 <br />MTOW=922.00 <br />9 <br />T <br />BOW=915.10 <br />SS <br />4 BOW=915.00 <br />4 <br />RIM = 909.40 xG <br />x <br />S <br />E 1 <br />1 <br />W <br />x <br />H 9 <br />4 <br />9 M <br />INV (W) = 902.60 <br />S HOME2 & <br />O1xT <br />x <br />T <br />9x <br />S <br />MW <br />INV (S) = 902.65 x <br />x <br />M <br />TSS <br />SS <br />S <br />INV (NE) = 904.00 <br />2 <br />UNDERGROUND DETENTION AREA 1 SHALL CONSIST OF (8) ROWS OF 36" N-12 HDPE PIPES <br />HAMPTON INN <br />1 <br />9 <br />G <br />xS 92 <br />OUTSIDE DIAMETER PIPES = 42", 21" SPACING BETWEEN PIPES= 63" C-C ROW SPACING <br />x <br />SW LEGEND <br />x <br />x <br />x 2 <br />TS <br />xMx <br />MTS <br />MTS <br />x <br />EMTS <br />(8) ROWS X 42" WIDE + 21" SPACING X (7) + 18" SIDE STONE X (2) = 43.25' BASE WIDTH <br />M <br />HW <br />xT <br />PROPOSED ACCEPTING CURB & GUTTER <br />O <br />S <br />(6) CHAMBERS/ROW X 20' LONG +3.5' HEADER X (2) +18" END STONE X (2) = 130' BASE LENGTH <br />OHE <br />3 <br />9 <br />G <br />SEXISTING MAJOR CONTOURS <br />2 <br />0 <br />Tx <br />1 PROJECT OWNER: <br />9 <br />M <br />S 9 <br />x 2 <br />x 90 <br />HR, LLC. <br />S 69 <br />1 <br />UNDERGROUND DETENTION AREA 2 SHALL CONSIST OF (15) ROWS OF 36" N-12 HDPE PIPES EXISTING MINOR CONTOURS <br />x <br />2 <br />8 <br />21 <br />W <br />9 <br />1 <br />OUTSIDE DIAMETER PIPES = 42", 21" SPACING BETWEEN PIPES= 63" C-C ROW SPACING <br />9 M <br />9 <br />1 <br />3 xT <br />9 PROPOSED MAJOR CONTOURS <br />S <br />G <br />(15) ROWS X 42" WIDE + 21" SPACING X (14) + 18" SIDE STONE X (2) = 80' BASE WIDTH <br />9 <br />x <br />PROPOSED MINOR CONTOURS <br />1 <br />S(8) CHAMBERS/ROW X 20' LONG +3.5' HEADER X (2) +18" END STONE X (2) = 170' BASE LENGTH PROJECT LOCATION: <br />ST <br />9 ROSEVILLE, MN <br />x 9 x <br />M 2 <br />S <br />9 <br />10 W <br />x <br />PROPOSED WATER MAIN <br />1 <br />31W <br />2 <br />8 <br />9 <br />9 <br />G 9 M <br />1 <br />PROPOSED SANITARY SEWERT <br />Ex <br />x <br />SAN S <br />9 <br />H <br />O <br />SHEET TITLE: <br />PROPOSED GAS MAIN <br />G <br />SS <br />x <br />ST <br />M <br />PROPOSED UNDERDRAIN <br />x <br />G <br />STORM DRAINAGE & <br />x <br />9 <br />M <br />1 <br />EXISTING STORM SEWERT <br />1 <br />S <br />E <br />STM <br />GRADING PLAN <br />x <br />H <br />O <br />EXISTING GAS MAIN <br />OHES <br />x <br />G <br />S <br />x <br />G <br />8 <br />x <br />EXISTING BURIED TELEPHONE <br />0 <br />T <br />9 x <br />040'10'20' <br />EXISTING SANITARY SEWER <br />SS <br />x <br />4 <br />SGEXISTING WATERMAIN <br />x 2 <br />S <br />xW <br />9 <br />x <br />LOT LINE <br />24277 <br />PROJECT <br />NUMBER <br />4 <br />G <br />C300 <br />1 <br />x <br />ES <br />SHEET <br />HS 9 <br />25 <br />9 NUMBER <br />O <br />11 <br />1 <br />99 <br />9 <br /> <br />
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