06/08/2005 P&Z Packet - Laserfiche WebLink

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• Exhibit D n F.`. LIMITED ACCESS TO 777H STREET 4 DURING CONSTRUCTION �r (MKT VEHICLES ONLY) - — anTR LEA ` `—/' — _ - /7/ ` ROOK 1 --- ----t, ..e.......... _ •''.. I J''ILATIC'" I / S LE., , I i Q i;YT cr A,AT ,rlr MD r% 17^0,7 OT Rnr ) 4 PER P X 2T cF ems. 811E 1Ply vly. ur+ 7 90 C.11 48 !lours before digging GOPHER STATE ONE CALL, Twin Cities Area 454 -0002 MN. Toll Free 1 -800 -252 -1186 ■ // SHEET 16 16 gOR FIBER 77. T—H 7 TREET) '. "c"-- - ---•r _N — -.— t =iM1 _ �‘% \ \I 1 / ' ` \ 1 1 N I \ I r FY,S ••P' /a8L#,9 J r 1111 n O m Z m Q xmn ■C■ •4 : =.1 :.Est \ ° .71.4:5 ?4 ■■n ■�■■ ■n>1�a ■lam' �r...•i• •.i�.�•�.'s� L 1 -'S_S %:Y.•S N•ii■■faliw`lf■ ,•116621.- �" wKS�w- Ew•• +,••w: I;iEJ _._ ...- .,��IIA / ■le■ ri rfi // ''_ • ET4D -Ot 4IIY ROJEF ACC E115TPUCTK111 / / =\ r1� \ .•�� '+ \ �� CITY PROJECT (BY MFRS) %• � �.• S STORM SEWER DATA • REFERENCE SHEET 8 /16 1CR CUPRFNT STORM SEWER DATA • PARKING AND BUILDING PADS IO BE LOWERED 0.5' FOR FINAL CONSTRUCTION DOCUMENTS INN GRADING AND EROSION CONTROL NOTES • CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING ALINES AND TOPOGRAPHIC FEATURES. SUCH AS EXISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO START OF STTE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF AN•' DISCREPANCIES OR VARIATIONS FROM PLANS. • CONTRACTOR 5 TO CONTACT 'GOPHER STATE ONE CALL" FOR UTILITY !°CATIONS - 154 -0002 48 HOURS PRIOR TO EXCAVATION \ CONSTRUCTION . • REFER TO SITE PLAN FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND IAYOUT • • . r_ ti (. ,.- ▪ • • THE SITE GRADING OPERATIONS, WHEN COMPLETED SHALL RESULT IN ALL AREAS BE1110 GRADED TO 'PLAN SURGRADE ELEVATION'. THIS 'PLAN SUBGRADE ELEVATION' SHAH BE DETERMINED BY CHECKING SLAB THICKNESS ON THE ARCHITECTURAL PUNS. THE 'PLAN SUBGRADE ELEVATION' IN INC PARKING LOT AND DRIVEWAY AREAS 014ALL BF. DETERMINED BY CHECKING THE PAVEMENT SECTION DETAILS, AND REFERRING TO PAVING PLAN FOR 1001110N AND LIMITS OF VARIOUS PAVEMENT SECTIONS. • INSTALL SILT SACKS IN ALL CATCH BASINS LOCATED WITHIN DISTURBED AREAS UNLESS NOTED OTHERWISE. • ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL AREAS ALTERED ON THE SITE HAVE BEEN RESTORED. • 81.1 CONSTRUCTION ENTRANCES SHALL BE SURFACED WT°i CRUSHED ROCK ACROSS FULL WIDTH FROM ENTRANCE POINT TO 50 FEET INTO CONSTRUCTOR ZONE. REFER TO DETAIL. • CONTRACTOR SHALL STRIP, STOCKPILE AND RE- SPREAD SUFFICIENT TOPSOIL TO PROVIDE MINIMUM 4' DEPTH (COMPACTED) TO ALL AREAS DISTURBED. TO BE SODDED OR SEEDED. • CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTER SHALL BE SUMPED 0.15 FEET. RIM EEVARONS SHOWN REFLECT SUMPED ELEVATIONS. • ALL ROOF DRAIN LOCATIONS 70 BE VERIFIED WITH MECHANICAL • ALL SILT FENCE TO BE ORANGE IN COLOR. • HEAVY DUTY FENCE TO BE INSTALLED ON SLOPES OF 3:1 OR STEEPER AND NEAR AREAS WHERE MATERIAL IS TO BE STOCK PILED. UNLESS NOTED OTHERWISE. EXCEL51 BLANK 6 N0. tt`N' ■ LEGENDS PROPOSED EXISTING . L •a■e -- l -4 —I- .. O _®$ ,CH 8181IT -0T -WAY 1188 PROPERTY UNF CURB lief CAT°+ BASN/SYCPW SENIRMAN/gLl WATER RAN A. R: AU>a -2 z 2001 C,7}` °F LINO L4 RANNO.E/SNRTARI' SEWER TOPOGRAPHICAL CENT= LINE U1UT" POLE 'HYDRANT GAWP VAI YF SOIL BORu,D Si! 1 FFNOE -LAY BALE PROPOSED SPOT ELEVATIONS PROPOSED OBANAGE ROW *840485 LANDSCAPE YARD DRAM ROCK CONSTRUCTION ENTRANCE 4' DROP CURB SECTION NORTH .T 710 Teo I = SCALE N I1ET NOT FOR CONSTRUCTION