07/13/2016 P&Z Packet - Laserfiche WebLink

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GENERAL NOTES 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL , INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO , AVOID DAMAGE TO THESE UTILITIES. 2) PREVIOUS GOPHER STATE ONE CALL TICKET NUMBRES: — 160400111, 160480507 AND 160480514. 3) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. VERIFY ALL UTILITIES CRITICAL TO CONSTRUCTION. Know what's below. EDG4 INSTALLATIONS SHALL CONFORM TO THE CITY GENERAL SPECIFICATIONS AND Call before youEdigTTAILS DETAIL PLATES (LATEST EDITION - 2016). 5) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 6) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 7) NOTIFY CITY A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CURB & BITUMINOUS NOTES 1) REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. 2) SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. 3) RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. 4) BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. 5) CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. GRADING, DRAINAGE & EROSION CONTROL NOTES 1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. 2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING. 3) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN SEVEN (7) DAYS. 4) SEE SHEET C4.1 AND C4.2 FOR STANDARD CONSTRUCTION DETAILS. 5) SEE SHEET C5.1 AND C5.2, STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. 6) SEE SHEET C6 FOR FLOODPLAIN FILL AND MITIGATION EXHIBIT. 7) ANY EXISTING WELLS AND SEPTIC SYSTEMS TO BE FIELD LOCATED. WELLS TO BE ABANDONED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEMS TO BE REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. 8) SEE SHEET C1.3 FOR QUANTIFICATION OF INDIVIDUAL WETLAND IMPACT AREAS. ELEVATION DATA PER A.L.T.A. SURVEY PREPARED BY SUNDE LAND SURVEYING (DATED 4/25/2016) - VERIFY PRIOR TO ANY INSTALLATIONS - NAVD 88 DATUM BENCH MARK3 TOP OF TOP NUT OF HYDRANT ON THE SOUTH SIDE OF CEDAR STREET, 600+/- FEET EAST OF 21 ST AVENUE (ELEVATION = 924.83) BENCH MARK J4 TOP OF TOP NUT OF HYDRANT ON THE NORTH SIDE OF FAIRVIEW STREET IN THE NORTHWEST CORNER OF THE CUL-DE-SAC (ELEVATION = 907.69) HWL=902.07 NWL=898.0 HWL=902.07 IRTITIM:8009•1 BOTTOM =892.0 10:1 SAFETY BENCH POND A (PRIVATE) 10:1 SAFETY BENCH �.1 POND B (PUBLIC) POND X-SECTIONS ON z� I OMO S 1 S dSd Sl o00 --------------- mozz v v 0 >> s 1S >> > O o� I� ri 00 �> moz z�N co rim mooimm giro a»> o0 mo m OZZZ II II UF---- moZ U0z «S1SdOdSI« « « « 0 2% MAX. GRADE IN BLVD (TYP) SEDIMENT CONTROL LOGS (TYP) (DETAIL GEN-18) z W a N 0z V a LU Z z co °a W Q W cp w m �z 2 z � N O � LU z w V a PREPARED FOR: RJ RYAN �I CONSTRUCTION SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 FAX: (651) 361 -8701 2 0 Z - 0 30 60 SCALE: 1" = 60'