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•
<br />EX SAN
<br />TOP - 912.60
<br />NV - 655.17 4./-
<br />DORM
<br />TOP - 912.69
<br />RN N - 907.96
<br />E - 907.56
<br />,.� SW - 907.66
<br />a\
<br />12• RCP
<br />0846
<br />TOP - 912.75
<br />IN'I W - 907.00
<br />EN 5- 907.00
<br />441 9' PVC Cr 0.40
<br />NV •• aaa4.1¢
<br />:T-P N�T63 r..•T •- ■•■■rR.M.,•7 �rT a.•T .
<br />SAN NH
<br />TOP - 9
<br />EN -
<br />SILT
<br />FMCS
<br />O •
<br />TOP 1- 913.2
<br />NY AI RAR C 904 4
<br />•I���7elU
<br />111 ■■IUI
<br />anima
<br />Ermin '
<br />PROPOSED BUILDING
<br />;7171-4111111: F.F E. 91550
<br />�rn■■e
<br />R *gm,.
<br />411)2R' .471.;•. - ./M4% � .R ►,l•�I
<br />.•�ElC�Yr.
<br />010.7 •e91•i� .GNU .1-.2• ►�
<br />.R1Yt
<br />/Q
<br />I2
<br />0
<br />a)
<br />09164
<br />TOP -.9080
<br />.INV W - 903.50
<br />WW E - 902.59
<br />CB
<br />J
<br />SL FENCE
<br />EONSTRUCITON
<br />fmns
<br />OLTR
<br />FABRIC
<br />65OTEXT{2 F5755 PABRIG
<br />SHALL BE INSTALLED PIM
<br />SILT FLNGe DETAIL
<br />4'
<br />•
<br />11 11111-4
<br />•
<br />MAXIMUM DSTAME
<br />B9T7E51 P0975 IS
<br />4'. AN EXTRA POST
<br />MAY BE ADD® ON
<br />EACH 5IDC
<br />GRADING, DRAINAGE AND EROSION CONTROL PLAN
<br />14000 OR METAL
<br />STAKE
<br />CATCH BASIN
<br />- 24'
<br />1< -2s
<br />INLET SEDIMENTATION PROTECTION
<br />NOT TO SCALE
<br />P0575 4' ON CENT'
<br />PO95T3 SHALL Ea 2' x 2'
<br />HARDWOOD PTE OR
<br />STANDARD 51 _ 11510! POSTS
<br />P061% SHALL BE DRIVEN 2'
<br />INTO THE 661O64D.
<br />SAN
<br />TOP - 911.54
<br />NV - 901.25
<br />=TEL
<br />PLACE BOTTOM( EDGE OF PENCE
<br />INTO 6' DER TROYAI
<br />AND BACIPILL IMEDATELY,
<br />SILTATION FENCE
<br />NOT TO SCALE
<br />5(51146
<br />509400.8
<br />4.1 SLOPE
<br />PROPOSED PLAN SYMBOLS
<br />CONSTRUCTION 4144175 -- --- - --
<br />PROPERTY UNE - •' -' • - • • -
<br />PROPO°E CONTOUR -013-
<br />SPOT ELEVATION .-
<br />DRAINAGE ARROW -7►
<br />STORM SEWER
<br />CATCH BASIN/MANHOLE
<br />SANITARY SEY1ER GLEANC/tf •
<br />SILTATION FENCE -x X-
<br />ROGKACOELSTR ACTION
<br />ABBREVIATIONS
<br />91-0,5
<br />BM1
<br />G9
<br />GO
<br />CONC.
<br />ELEV
<br />PX.
<br />PPE
<br />HOPE
<br />INV
<br />MAX
<br />M4
<br />RCP
<br />TNH
<br />Building
<br />Bench Mork
<br />Catch Eosin
<br />Gleorout
<br />Concrete
<br />Elevation
<br />Existing
<br />Finished Floor Elev.
<br />High thb
<br />Density Polysne
<br />Invert
<br />Maximum
<br />Manhole
<br />RsIMO1ced Concrete Roe
<br />Top Nut of Hjd -ant
<br />TRUE NORTH PLAN NORTH
<br />20 10 0 20 40
<br />SCALE I" = 20'
<br />LRO` ION CONTROL NOTE51 -
<br />L ALL 0.06106 CONTROL PAGL)T55 SHALL BE INSTALLED PRIOR TO ANY SITE 69110086 OPERATIONS. THE CITY 049* AID WA7EE4CD DISTRICT MUST BE NOTIFIED UPON COMPL.ETON OP BE INERALLATION OF THE RECIRED
<br />09051011 CONTROL PALILMES MID PRIOR To ANY 6RAD119 oPISRATON 099 6 00M6E4CED. 1191 0WIRAGTOR 5 Rl610I6151J: TO SCmUE A PRE-GONEWBTION WADN6 '504)46 04-9145 117H Tie-GIx OWNED. MD
<br />WATINSMED DISTRICT. P DAMI6CD OR 31940VED (24114346 CCONSTRUCT10N ALL EROSION CONTROL PAGLIT75 SHALL ISE RIMIBED AHD N 1LA.C! AT THE 50, OP EACH DAY.
<br />2. Ale 0031014 GONRROL 11ACCWT5 055'® IL'65SAR'C pY TIC DRY 017 WA7ER5H50 8B'ORD MOO OR AFTER TIE 9RADIN6 ACTIVITIES. SHALL BE INSTALL® AT BE RE5U57 OP TIC an' AID /OR WATERSHED.
<br />A ID DEVIATIONS SHALL SE MADE PROM Be ELEVATIONS 6140444 ON THE APPROVED 61437IN6 PLAN WITHOUT MAW APPROVAL PROM 71E ,11Y.
<br />4. 1.4.011811904401009540910,464990091409 (704PORW[Y OR 115)44.14047) SWILL BE ROUTED TO 5EDREITAT0N !OWNS OR APPR003810 a BMW" DIE PATE S TO PRUNED TRANSPORT or 569704150. TO OVTPLOS OR
<br />LATERAL GONIEYORE AND TO PREVENT EROSION AND 5m95ERAT1ON MEN RJNO0) ROWS IMo TC cower ores.
<br />6. SITE ALDESS ROADS STALL BE GRADED OR OTCRWSe PROTECTED WTI SILT PISCES DIVERSION CHANNELS. OR DIES NO Pfd TO PREVENT SEDIMENT PROM 0071145 THE 517E VIA TE ALCMS ROADS 5T5- A00555
<br />ROAL79DRMEWAYS SHALL SE SURFACED WITH CRC! D. ROOK MERE TEY ADJOIN MENN6 PAVED ROADRAAAS.
<br />1. SOILS -MAGIC® PROM THE SITE SY MOTOR VEHICLES OR LONIRER 51441.1 BE C15414ED DAILY PROM PAVED ROADWAY SAWIC * OR 14091E P 500561LY IP MOREED BY CITY OR OVATE 4900. T9OJECDT TIE DURATION
<br />OP GONSTM4 74041-
<br />a OUST GOMR0. 406450 MALI. BE PERFORM= 0511071CALLY MEN OONIDITI06 RPdARE AND/OR A5 DIRECTED BY Be LI77 DR 4'4111 MD.
<br />R. ALL EROSION CONTROL "LAW= SHALL. EE 1.607 AID %AI4AITED P0R TIC DIRATION OP SITE GONI RIG710N. IP 00/61RKTON OURAn0e OR NATURAL EVENTS DAMME OR 1NTOFORE -STN MESE ERO010N CONTROL
<br />IEASLRGS THEY SHALL 0e RESTORED TO SERVE TE1R 6450,50, R4CTIOM AT TM 154 OP SACK VAT CR AS SOON AS %ED 0040m018 ALLOW ALCMS.
<br />10. ALL COS744TION AREAS DORM= D1144146 CONSTRUCTOR SHALL OE RIMMED AS SOON A6 POSSIBLE ANY AREAS MBGH NAVE SEEN PNINCD MOOED OR AREAS THAT HAVE MN DISTURBED ADD POR WHICH
<br />6RADIN6 OR 3170 AALDNS 0OSTRYTO4 OPERATIONS ARE NOT ACTIVELY ISDERWAY SHALL 4 5 157250, AND MLOOD AS MT FORTH N TIC POLLEY%) PARAGRAPHS WIINN K DAYS.
<br />A 1M.' 650)46 CONTRACTOR MAR CONTACT THE CRY AM WATERBED PRIOR TO APPLICATION OP 5E02 A110 MULCH.
<br />5. ALL 95050 AREAS 9141 BC OTHER MLD•CD 10140 DISC ANG44RED OR LOVE® EY I0 ous outicer3 TO 0307507 SLEDS ,AND LIMIT E106104. TEMPORARY OR PE4MN64T M.LC// SWLLL BE DISC- AHCNOR O 4910
<br />APPLIED AT A LWPOISI RATE OP NOT LE55 71034 TWO TONS PER ACM AM NOT 11-55 TIN SON CCTVERASE
<br />G. P 491 6RADED AREA B A4410PATED 7O BE RE-DISTURBED/DEVELOPED WHIN SIX MONWI%. PROVIDE A T?TORMY V56RATN5 COVER COSI57546 OP MNlATA 055'1751.4 O0 TRANSPORTATION (MOOT) SEED
<br />MIXTURE. 17015 AT -A RATE CP 25 1OUD5-0E1 ACRE. .
<br />D. P SPADED AREA WILL NOT BE DEVELOPED 003 A PE41012 $1RE.7LR TAN SIX MONTHS, PROVIDE A 0E0-W54T *565TA71VE COVER OF SEE, 44)X71RE 44007 ROD AT A M7E Of 30 P0305 PER ACRE. •
<br />L SRA0N6 BONDS OR TIC 15013VALdR SILLR555'SMALL 34 RETA450 WTI. 700146.OEWRA1ED /END SURVIVE, A 60-0AT 6ROMN6 PE 100. .
<br />P. 111 AREAS TAT RILL =Ise more, OR MAINTAINED AS PANTO", M ULTIMATE D516N POLL B5 PE HAI5R7 !STORED USING 550 MIXTURE 1400T 5015 AT A RATE OP 50 POEM PER AVE. '
<br />11. 14ECVp507151- 0!051014 AND SEDIMENT CONTROL PRACT05 ARE INADEGUATE TEMPORARY 014-917! Mo14E17 BASINS TAT 0,0844009 TO TC CRITERIA POR 04-0 171: DETENTION BASINS SHALL BE PROVIDED. .
<br />0- RUNOFF SHALL. BE PREVENTED PROM 575146 ALL 57004 semen GATGI BA91N5 PROVID7 6 TREY ARE 507 NEEDED MAINS 004871434C11041. V.ERE ST0104 SEP= CATCH BASINS AE IEOESSARY FOR SIT! DRAINAGE
<br />EVROS GOST161GTION, A SILT RIO! OR DOLR5 RN6 OP RAH® BALLS BALI®m SNOW PONCE 9FALL 55 INSTALL50 AND MAINTAINED ARCRD ALL CATCH BASINS . UNTIL TIE AREA TRISUTA*Y TO TC CATCH BASIN S
<br />RESTORED. - ..
<br />:3. GRADING A07MTR3 PIRO'G5ED TO 79ERN APTOR OCTOBER 5 RILL REOIne AN A110ROVED PNA500 905041-5. TC AEA OP LAND THAT TC CITY WILL ALLOW TO S 12151190:452 AT 11I5 117C OF YEAR WILL BO 55VE®.Y
<br />LISTED. 7791 CITY WILL ALSO REWIRE ADDRIONAL EROSION CONTROL DEVI55, LE. TEMPORARY SEDIMENT BASKS, DoRANT 5EEDIN6'A30 N46N RATES OP APPULA11061 OP 1004 350 AND 44 .GL
<br />M. %L70R BLANKET AND /WRAP 51ALL S' INSTALLED ON T S DOMSIRBAI SEES OP ALL 970441 semen OUTLETS ALL RIPPLY SHALL 0 5 MOW= AND 'STALLED WIT). A FILTER MATERIAL MEET1144 THE 'DOT
<br />WECIPIGATIONS'FOR RI0RAP AID 011.155 MATERIAL
<br />• .69. 0605154 CONTROL PAGL175 SHALL R INSTALLED ND HAINTAIIID AR04D 71C ORIMETR or ALL LACP3. 110405 AND 1ETLADS WHIN OR AD.A0SR To 7/Q AREA TO BE 9R4DED urn. 719 AEA 100U4ARY TO TC
<br />• LAKE. POD OR REMAND IS RESTORED. a
<br />N6. TO MI 4412! EROSION ALL 5.1 SLOPES 514ALL Be COVERED M174 MATERIAL APPROVED BY M GOYS ENSINEERINS DIVISION AND WATERSHED DISTRICT. SUCH AS POROUS BLANKETS OR STN® SOD.
<br />T. ALL 35RE4TAT1011 DCC4RRN6 111 5T0RM swots, DRGl5, LAMES, FOD5 AID WETLANDS STALLS 192140VED PRIOR TO, DNON6 OR AFTER GOMPL57ON or 696110619 ACTIVRim. -
<br />S. 06051044 CONTROL IT554 AND DEVICES 510,1.[0 BL' REMOVED 08.7 AS CAREGI50 OY THELITU AND/OR WA1EEHm.
<br />•
<br />•
<br />5BADIN6 - NOTES, .< -
<br />1. M CONTRACTOR 15 TO VEIT M RITZ REVISE ALL COFST4UGTO4 000.340413 A•O MELD *55111)' TIC. PASTN6 GO4DRIONS PRIOR TO 50,0166. TO ADDTONAL UHOMATON WILL BE WV= FM WORK TNT 01-1-0,48/15
<br />SEE 3199000450 BY A 5115 V19IT OR 401457RIGTTON 0001516611 ROAM. . •..I
<br />2. R S M GONMACTORS RE0POSI3IL4TY TO ASCERTAIN BE 5OCA710N Or ALL MIRTH') UTILITIES M CONTRACTOR WALL 05@'Y TE LOCATOR ELEVATOR MD MARK ALL METRO UTILITIES 46 HOURS SWORE
<br />CONSTRUCTION STARTS. M MERCER AROHIT5OT OR OP ER 00125 -NOT 611A*AHTS THAT ALL THE UTILITIES ARE MF.14'5, OR IF MAPPED, ARE SHOWN OOWEGILY. CONTACT SOWER 049 AT 631-464-0002 FOR FIELD kDGATTH1
<br />505746 )/)11-1415. CONTACT UTILITY O'ER -P DAMA60 GOONS W! TO DONSTRLOTDH <
<br />4. PROTEOT ALL BXSTN6 STRIOTRES AND 01ILLT15 WHICH ARE NOT SG�OLID FOR R51WAL .
<br />• L NOWT CM MILDN6 70115070* 55403573319049445/00 590AVATON WORK GOMtENGE5 TC CONTRACTOR' SHALL OBTAN ALL APPLICABLE PERMITS PRIOR TO START O• COSTRY.1101L
<br />6. ALL SPOT ELEVATORS sew AS 5,4, 110* EXAMPLE.1*5 TO BE'UlDEC9TOOD TO MEAN SSA. . . y
<br />1. NO SLOPES ARE TO EXCEED 5.1 E PEST HORSD47AL TO 1 FOOT 055710AL) IAL56 NOTED 0TE89195.. - .
<br />C. NA/CILAP PARKING AREAS SHALL NOT HAVE BOPE5 IN ANY DIRECTION THAT 5X4750 A - .
<br />4. PROVIDE POSITME ORAMA6! FROM TIE EALDINS AT ALL TIES. _ - .
<br />10. IOW COMPL51101 OP 71C GRADING WORK, THE DNE,ORR 544.1-). CECT1T THAT ALL GRADING Tie PURPORTED IN ACCORDAIIGE 44116 1115 APPROVED 6RADIN9 PERMIT. AN AS-BUILT 6MADIN6 PLAN WALL= 5801471172
<br />70 THE CITY FOR RN59R AND DSTRIBUT1014. - - ..
<br />IL PRIOR TO ISSUANCE 011 =LOINS PERMITS, ALL MSLE96ARY 154090N COT301. DACES MST BE N PLACE AD 1RIGTIONIN6. THE CRT AND WATOREED PILL INSIEC4 THE SITE TO DE155MK ITS SUTASILTY PM OULDI416
<br />A :WIVES 10 ITC PLEJC VIILIT155 NAVE NON .450 INSTALLED AT THIS POINT. IT MAYS NELE9SA*Y 7O 414601-0 9IILDIN6 PERMITS FOR VAR10S LOTS TO ALLOW 11C 0ONTRAOTDR AD5LATS SPACE TO PERP0f04 THIS
<br />TIORK .
<br />i1 DEBRIS DEE CREATED N TMC PROCESS O11 CLENCH6 AD 63104711.19 TIE SITE SHALL 6E R1540J157 PROM M 5115. THIS SOLLID0 S TREES AND 9H005 UNDER NO GRCUOTVGb SHALL TINS TYPE OP MATERIAL BE BUR=
<br />OR BURNED ON M SITE.. ,
<br />E. ALL TOPSOIL 3I0CE BE STRIPPED AND 5ALVA65D FOR 3C- 5PREADI4 6 O4 1791 SITE POLO 114055 CO TOPSOIL - APT! COITAO TON - 5#4.11 OE 101.-50EA0 PRIOR TO BINS Me MLLNHS. 0X0556 TOPSOIL MAY 00 . .
<br />R5DVED PROM T! SR! Fve VI..A TIER! IS 100Ei4IATE 700SOIL REVUNN6 TO PROPERLY NOSH THE 517E AS NDR9 ABOVE. THE TOPSOIL STR0PIN6, STOGPWN6 AND N6 SHALL BE DONE IN ALLOWANCE TO,
<br />AVIV MDT@ oN 7715 APPROVED a3A0IH6 PLA44 ANO 6TLIFICATONS.
<br />M. ALL &NADIRS OPERATIONS SHALL 591 CONDUCTED M A MANOR TO WNN12Z THE 110155TH. FOR SITE EROSION. EROSION CONTROL 4C15UR5 WALL SE INSTALLED TO FREVQR 9m4E6TP1 OM M NIN& GPP .ON= . '
<br />ADJACENT 07000015, ANY DAMA65 TO ADJACENT PROPERI55 MST Be 0ORREGTED AND !STORED AS 500+1 AS PERMISSION S SMARTED PROM TE PROPERTY 04450(5.
<br />KM:E12.
<br />•
<br />ALL 1Kral, 0M AIR Now( w OGI ReN .
<br />•
<br />CI I HANDICAP PAWM19 AND ULOADIN6 AEA! AE NOT TO HAVE 3NDPE5 THAT EYC50 25 IN ANY DIR0611046
<br />PRIOR TO STAR 0' CONSTRUCTOR 491 CONTRACTOR 5 TO VRPY: SWOT ELEVATIONS DENT) NE> ON TE PLATE AS 6 AND MK 'THESE SPOT
<br />EX 1071075. ARE M A55L1m ELEVATORS OP TM 085TNS 60470! 1.16! AND BACK OP 9)03XALK CONTRACTORS TO 5EDATS.TNOTIPY
<br />ARGNITGT IP TER S A DI5CRSANGI5, -
<br />61051166 SIDEWALK AND DIANE ENTRANCE IS NOT TO BE DSIUE5D EXGSY MERE NOTED, I4OV coNORCTE Gil n AND SURER AM 0)17101171030
<br />AVSER AE 70 WATCH INTO 5)45•1,16 6MADE3. NO AEEYT TRANSITIONS CM POIDIN9 OP WATER POLL 05 R444TTED.
<br />CONTRACTOR S TO COORDINATE WY744. VTLIOY GONTRAOT0* TO VEUPY STORM 654155 SANITARY SEWER AW WME SERVICE ELEVATION. 542E5
<br />AND LOCATIONS. - ..
<br />•
<br />❑5 CONTRACTOR IS TO 1R540VE 7910 () PISOSTRAN /AIDICAY RAMPS, CONCRETE DRIVE OTRARCE SIDEWALK AND CURB ADS 64TTE• 1454
<br />CONCRETE WALK AND CONGRE75 0.1165 4 SUTTER ARE To BE INSTALLED TO MATCH 505466. FOLLOW ALL CITY OP 44145 LAKES STANDARDS AHO
<br />9P3CIPIGATONS. ID ABRUPT.MA4151016 OR PENDING OP WATER WILL BE PERMITTED. CONTRACTOR 5 TO VISIT PRE* TO 50,0169 TO OBTAIN
<br />A CLEAR 4DRSTADINS O' WORK TO BE 00!•0101130.
<br />© 102571/0 CATCH BASIN IS 60410 BE DISTURBED.
<br />MOW TWO h..) FOOT 14014 ROCK BERM
<br />005511146 C+ 1 INCH TO 2 NCH DIAMETER
<br />W550 ROC:
<br />• 16�6�4�6�6�6jet -4
<br />e- eeee6e4e6seee4e6e�j 66666�e
<br />•
<br />� -e tee6eese6e6e &ee &6/34�R666666e466
<br />_&_ 6- e- e. 1- 6. e. e- e- e. ReRi6RRRRARRReR &13Ro:o.•.44.•.E.•Woladird..
<br />^EMI SUEZ
<br />0 INCH M)NMIM OP 1 -
<br />INCH TO 2 INCJ4
<br />DIAMETER W51f ROCK
<br />S
<br />6504691411-! 11145960
<br />50'1764-4.44
<br />I. 1101KM LE 0 of 50 PEET A mow or 12 PST.
<br />5, PO .N4. LOW ALL GTE, ND WAT9RS ED DISTRICT AID NTGA STANDARDS.
<br />S. GLIAN STREETS W A DAILY BASIS OR MORE PRECLENTLY R
<br />MOLESTED BY GOT, WATERSHED DISTRICT OR MCA
<br />BERME, ROCK CONSTRUCTION ENTRANCE
<br />NOT TO SCALE
<br />HOLD DOWN SCHEDULE
<br />DRIVES t PARKING. LOTS 9'
<br />BUILDING 10"
<br />SIDEPt4LK5 t PLAZA 10"
<br />CONCRETE DRIVE ENTRANCES 14'
<br />CONCRETE SLABS 10'
<br />LANDSCAPE AREAS 4"
<br />APPROXf MATE
<br />-DISTURBED AREA 15
<br />0.Q2 ACRES
<br />
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