04/10/2013 P&Z Packet - Laserfiche WebLink

Home Search

f�?OY1 .•600.:5' REI'AP44 35111. -.Si LEB0 LF HEG05LRf0 T 0 25:T .-RETAINING WALL i MAOIST • 0.140-2-ES PROPOSED BULGING ADDITION - FFE • 905.07 IMATCN EK6TNG -FEUD VERFYI , PAVEMENT, DEMI: ION `f • 1'Jh1 Ni CI33L2TIDI ft,- MAYO Nv = 901.30 2D IF 1_ RCP 9 1250a;,--- ARRANGE FOR RELOCATION OF -- - - /A'.- EWINGIGNROLE S- Kv 18 CONNIMAN OLEIING STORMMANHOLE NV • IMAM ADJUST TEMPTING STORM NANNOLOCOVER ...•. -Y.. 5 IFFJUWERFY NEW MIN ELEVATION - COORDINATE WITH CRY) Ea EwFk^ ARRAIIGE FOR RELOCATION OF yy- E)RSTNG 110017OLE GRADING NOTES: I. CONTRACTOR SHALL VEBFY ALL EASING CONDITIONS INCLUDING LOCATIONS. AND WM AND AVERT ELEVATIONS. 01EXISTING DRAINAGE AND SANITARY STRUCTURE. LOCATION AND SEE OF DOMING SANITARY. WAITER. AND STORM SEW ER STUBS. AND EA61NG GRADE SHALL ALSO BE VERIFIED. 2. MOVING TOPOGRAPHICAL NFORI.WTION WAS OBTAINED FROMA TOPOGRAPHICAL SURVEY PRONGED BY 09911E18 KRON LAND SURVEYORS. COLD SPRING. MN. 3. BENCHMARK TOP NUT OF HYDRANT LOCATED APPROX. 70 LF NORTHEAST OF EASING BUILDING - ELF* = 90493 • NOTE DM HYDRANT 6 DESIGNATED FOR RELOCATION. CONTRACTOR SHALL HAVE PROJECT SURVEYOR SET A REPLACEMENT SITE BENCHMARK a. NOTIFY ENGNEERWW5DIATE1Y F ANY NCON56TENCE ARE DISCOVERED 8E1WEEN ACTUAL SUE CONDITIONS AND WHAT 5 SHOWN ON THE PUNS. WHICH ARE SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS. 5. 9 REWIRED BY THE M84000TA DEPARTMENT OF LABOR AND 0100101. THE OWNER OR CONTRACTOR SHALL OMAN A PLUMBING PERMIT PRIOR TO INSTALLATION Of ANY STORMSEWER LAMES 6. THE CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT (8001 253 -1166 FOR A UTILITY LOCATE PRIOR TO THE STAN OF CONSTRUCTION AND `KERFY LOCATIONS OF UIBITE BEFORE BEGNNNG WORK 1. SEE SHEET CB FOR STANDARD DETAILS. 8. ALL LENGTHS OF STORM SEWER OR CULVERT PIPE SPECFIED ON THE PUN INCLUDE ME LENGTHS OF ANY ASSOCIATED FLARED END 050100NS- 9. TRASH GUARDS SHALL BE PUCE° ON ALL STORM SEWER END SECTIONS. ID. FN5HE0 ELEVATIONS OF LAWN /GREEN AREAS ADJACENT TO BUILDINGS SHALL BE A MINIMUM OF a BELOW FN0HED FLOOR OR TOP-Of-BLOCK ELEVATION. 11. CONTRACTOR SHALL PERFORM CALCUUTIONS TO VERIFY EARTHWORK OUAN0RE CONTRACTOR'S BID SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY THE CONTRACTOR I ^_ SPOT ELEVATIONS ARE FLOW INE AND /OR FINISHED GRADE. 1911505 OTHERWISE INDICATED. TOP OF CURB ELEVATIONS ARE 6" ABOVE THE NOW ONE SPOT ELEVATION SHOWN ON THE PLANS. UNLESS NOTED OTHERWISE 13. EC DENOTES EK5TNG SPOT ELEVATIONS. EOO1NG SPOT EIFVATNONS ARE ADDITIONALLY DENOTED AS FOLLOWS: -BC -BACK OF CURB -EC- EDGE OF CONCRETE R -- GUTTER FLOW LNE 14 All PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER. UNLESS NOTED OTHERWISE PROPOSED ELEVATIONS ARE INTENDED TOPROVOE POSINEDRANAGE TOWARDS CATCH BASKS AND /OR OUTLETS. THE CONTRACTOR SHALL 8E RESPONSIBLE TO PROVIDER* REOUWED ELEVATION, WHICH WILL PROMOTE POSITNE DRAINAGE THROUGHOUT ME PROJECT SITE 15. CONTRACTOR SHALL CONTRACT WEN A LICENSED STRUCTURAL ENGINEER FOR DESIGN OF ANY RETAINING WAILS SNOW N ON MIT PLAN. 16. WEAR FOOTAGE AND HEIGHTS OF ANY RETAINING WALLS SHOWN ON THIS PLAN ARE ETI A10. BASED ON THE TOPOGRAPHIC SURVEY BACKGROUND. AND SHALL BE VERFED BY THE CONTRACTOR N THE FEED. NOTE CADD FILES TOR EINATNG EARTHWORK QUANTITIES ARE AVAILABLE TO CONTRACTORS FOR PREPARING BIDS. N ORDER TO RECEVETHE CA00 FILES. THE CONTRACTOR WILL NEED TO SIGN A HOLD- HARMLESS AGREEMENT PROVIDED BY SCHULTZ E9NGNEERNG 8 SITE OEGN. AND AGREE TO PAY A $30 PROCESSING FEE. THE CADD FILES Will BE RELEASED UPON RECEIPT OF ME CHECK GRADING PLAN 1 I I 120