2004-126 Council Resolution - Laserfiche WebLink

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roenNNG 42. Q\ 0 GROOM FLOOR 13. 1 C(RM 5 RE041444 lE F RAORO ALAI 5 �IO THE POSMV 20045.E 10 A0 TO ONO PUNS ARE 14. corarort 5 pEOPONSOL�IT111CNI0N..P"O' NSIWp O - ANC GUIDER SMOOTH 1 SLOPES 1 H., PRWME � h� ORAWBGE. COOT IF FWlp E RE[NINEA \' �/V � 'i��y \�� 13. INSTALL A MINIMUM 4 IES�' dA4 5 M.,GREA4TE I B ` \ \`AjyyY.,, �'`�. EEG 7D `\ I -t �ag` 00101ES 80111141741 UNE - - -90 <2'4. - EXI5TRIO SlM{TL. - - - - - - 004016 0OANAGE/ 115142 FA5E4400! ..\ 998 pAppgglik - ;;;E poD6 ERosEN -C CC DENOTES EASRJG STORM SEVER NC 4' OR4RN ME 3ERMAN CONTOUR CK wow IREZERgaggEMSDLIOPOSED RO LOL lw ENTRANCE PERCENT DP-CRADE Y„ PERCENT OF PROPOSED EEVA1l0 - TUNA- OENO6 CURB CUT CONSTRICTION. S4WCUF- \ MARRO S FO RESTORE SECTION. R CURB AND CUTTER REMOVALS.- iT EET TO LURCH 0 a DENOTES COSM0 STOR 0 DENOTES EMSON SANITARY DEVOTES DAME HYDRANT E%5TIN0 PAVEMENT \ .(1 ,I /�TAB ON GRADE • iF� OARa0E FLOOR (SMOOTH DENOO 2' -0' CURB CUT (SEE DEAR) EROSION CONTROL NOTES 1. ALL PERIMETER SRI FENCE N!0 ROOT SHALL BE 145TALUO PRIOR TO CDI 111011ION. 2. 144E CONTRACTOR SIAM CONSTRUCT ORNNA0L . TO SIDE GRADING. 3. THE CONTRACTOR SHALL GRADE SITE AND DISTAL URURES. 4. WITHIN TWO BEERS OF SITE GRADING. ALL DISTURBED AREAS STALL BE STAMl12ED MTN SEED. SOD OR ROCK BASE. RHEA TO lANDSC1P41 PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES 9419.1 BE INSTALLED AND MM4TNNEO M ACCORDANCE 4801 0442, ARb WAIER511E0 DISTRICT PHAM.5 S. THE CONTRACTOR MOLL MAROR ALL. EROSION CO0IROL MEASURES. INCLUDING THE REM02AL 00 ACCU1RAA1E0 51.T N FRONT Q SGT FENCES 1040010 THE OURA110N OF TIE CONSTRUCTION. 7. ANY EXCESS SEDIMENT N PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. B. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION 5 ESTA(SHE0. 9. TIE 410010254115 91211 READVE ALL 5005 AND SEM4ENT TRACNFD ONN 1%4510NG 5400040 AND PAVED AREAS. 10. IF BLOWING MOST SECONE5 A NUISANCE, THE CONTRACTOR 50011 APPLY WATER FROM A TARN TRUCK TO ALL CON51NUC50N AREAS 11. SWEEP ADJACENT STREET N ACCORDANCE WRH 0141 REOUE0EMDRS. EROSION & SEDIMENT CONTROL MAINTENANCE: 1. INSPECT SILT FENCES AFTER EAOI RAINFALL ARIA AT LEAST MIRY MTRRG PROI3NGED RAINFALL MOEDMIE1Y REPAIR FACED OR FAILING FENCES. 2. REPLACEMENT - FABRIC SNAIL BE REPLACED PROMPTLY WHEN R DECOMPOSER OR BECOMES NEFFECIRE BEFORE THE BARRIER 5 NO LONGER NECESSARY. 3. SETAMFNT REMOVAL - SEDIMENT GEPDSRS SHALL BE REMOVED 04411E EACH MOM EVENT. 4. ANY REDREW REMAINING N RACE AFTER 111E SILT FENCE OR FILTER FABRIC 5 140 LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH ME EXISTING GRADE. PREPARED. AND SEEDED WITH THE APPROPRIATE 5® UM AS 000EOTED BY THE OWNER -E-4 \f� AUG 2 0 2004 CITY OF LINO_ KI GRADING NOTES: 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CJVL WIT1*4 TWO *ORNNO OATS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UNIUTY LOCATIONS TARN 571E5 METRO AR ES I- 454 -0002 OR 751 -FREE: 4 -1100- 252 -1404. 7. CONTRACTOR SHILL FIELD VERIFY 144E LOCATIONS NO EEVA110415 04 0050440 0113116 NO TOPOGRAPHIC FEATURES PROP TO START OF SITE GRADING. THE CONTRACTOR SAIL IMMEDIATELY NOTIFY THE PROJECT ENONEEi OF ANY 0SCREPN4CIF5 OR VARIA11515. 3. SUITABLE 0000440 MATERML SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE MITI DEMON OF TOME, BESTS. ORGANIC MATERIAL NM OTHER UNSTABLE MATERIAL S4000NE TOP50I1. AND GRANULAR GIL AT LOCATIONS DIRECTED BY CONTRACTOR. 4. SUBGRADE EXCAVATOR SHALL BE B4CKFBLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANT STAMI/1Y PROME45 DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN MACRO NEW SURFACE MAMMAL ADJACENT 10 E OM= PAVEMENT. 171E EXCAVATOR 54411 BE BACN0LLE0 PROMPTLY TO AVOID UNDERMNMG O THE ENSUE PAVEMENT. 5. CONIIUCT544 51441L BE RESPONSIBLE FOR AIJ. HORIZONTAL N10 VERTICAL CONTROL I. GRADES SHOWN ARE FINISHED GRADES. CON11501OR SHALL ROOM GRADE TO S000RADE ELEVATOR. LEAVE STREET RENT FOR SUBBASE. 7. ALL EXCESS MATERIAL. BTRMNOUS SURF-ACM. CORCRETE ITEMS. ANY ABANDONED 4111.111 REVS. A140 OTHER UNSTABLE 1.NTEMALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SRAM BE DISPOSED OFF THE L'ONSOUCIION SITE B COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN SIMGTUDE ELEVATION'. BUILDING PAO AREA, AWL BE DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING LOT AND DRIVEWAY AREAS MIMI BE 0(0004NED WY RESEALING TO THE SUE PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AO LAIRS OF 00U4050115 PAVEMENT SECTOR. B. REFER T1 THE m040410415 511E PINT FOR MOST CURRENT HORIZONTAL 11/0400415 AND 511E LAYOUT. 10. REFER 10 MUTT PLAN FOR SMEARY SEWER LIMN. WATER MAN SERVICE LAYOUT AND 9.05110715 AND CASTING AND STRUCTURE SCHEDULE 11. 144E MNIARRI GRADED SLOE FROM EDGE OF BULDN0 SHALL BE RCN6 IN l0 F1ET IeAd°°e Ole: AmmiN m Br Ale: INN,0.., 45, I Mehl •TIM UN Oh No n. P0<5' M m N TENT 9 Meet ..FN.itl.. NM Awl l u , , M1afd„d Wear .. Ow Mnd the TAMMIAFn.M. 'r,a.10a Q Ong. IA I Sehoell & Madson, Inc. _ _ EnTil T..Tl1M • Surveying • w.NRINB Soli Testing • Environmental Services ve4d,eLld.w. IDYL WW.M..1M.,.dW1 M4SIMNANA Bl _RD 1w oo MT571101-15 i CYTA Hokanson Develo nlant, Inc. r.,..............‘ p N... Melee MN. 5540 17631 7116 -3130 Frepol.e.Asaem PERM Te�wNan.. Mod ARUM.. LA. Lak.y Mko...l. OM. 5/06/041 e/Y!N RIMY MD MO p,,, WI GRADING, DRAINAGE AND. EROSION CONTROL PLAN 011= ...... 5 m �i //./II 61® TYTATMM OA r®e. MA Ed. erosNl pg. IA IEell - O.a.N TP M - •