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02-10-25 - Council Meeting Agenda
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City Council
Council Document Type
Council Packet
Meeting Date
02/10/2025
Council Meeting Type
Regular
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Attachment 4: Civil Plan Set <br />GENERAL NOTES <br />1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION <br />OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. <br />THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO <br />TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE <br />UTILITIES. <br />2. CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS <br />FOR EXISTING UTILITIES LOCATIONS. <br />3. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF <br />EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE <br />START OF INSTALLATIONS. <br />4. ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD <br />SPECIFICATIONS AND DETAIL PLATES. <br />5. ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. <br />6. PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ON <br />PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. <br />7. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF <br />CONSTRUCTION. <br />8. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL <br />BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL <br />UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY <br />COMPANY. <br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING <br />TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, <br />FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. <br />REVEGETATION SPECIFICATIONS <br />ITEM <br />MNDOT SPECIFICATION/NOTES <br />SOD <br />3878 <br />SEED ** <br />3876 <br />* FOR TURF ESTABLISHMENT <br />COMMERCIAL TURF <br />RESIDENTIAL TURF <br />MNDOT MIX 25-131 (220 LBS/ACRE) <br />MNDOT MIX 25-131 (120 LBS/ACRE) <br />MULCH <br />3882 (TYPE 1 - DISC ANCHORED) <br />FERTILIZER <br />3881 <br />WOOD FIBER BLANKET <br />3885 (CATEGORY 2) <br />* MOW A MINIMUM OF: <br />RESIDENTIAL TURF - ONCE PER 2 WEEKS <br />COMMERCIAL TURF - ONCE PER 4 WEEKS <br />** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY BIODEGRADABLE, NON <br />FIXED JOINT FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. <br />TIMING FOR EROSION & SEDIMENT CONTROL <br />ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR <br />IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY REQUIREMENTS. <br />PHASE I: <br />1. INSTALL STABILIZED CONSTRUCTION ENTRANCE. <br />2. PROVIDE TEMPORARY PARKING AND STORAGE AREA. <br />3. INSTALL SILT FENCE AS SHOWN ON PLAN. <br />3.1. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. <br />3.2. THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF <br />ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING <br />CONSTRUCTION. <br />3.3. SILT FENCE SHALL REMAIN IN -PLACE UNTIL SITE HAS BEEN STABILIZED. <br />3.4. CONTRACTOR TO PROVIDE ADDITIONAL SILT FENCE, BIOROLLS, EROSION <br />CONTROL BLANKET, OR OTHER APPROVED EQUAL FOR ANY SLOPES THAT <br />APPEAR TO BE FAILING. (NOTE: EROSION CONTROL BLANKET MUST HAVE <br />NON -FIXED JOINTS AND BE FULLY BIODEGRADABLE; ANY BLANKET NETTING <br />MUST BE LOOSE -WEAVE.) <br />4. INSTALL INLET PROTECTION FOR ALL EXISTING STORM SEWER STRUCTURES (AS <br />APPLICABLE). <br />5. PROVIDE TREE PROTECTION FENCING IN ACCORDANCE WITH CITY TREE <br />PROTECTION FENCE DETAIL (GEN-27). <br />6. PERFORM SITE GRADING ON AN AREA -BY -AREA BASIS TO MINIMIZE UNSTABILIZED <br />AREAS. <br />6.1. CONTRACTOR MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL <br />AREAS, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS <br />AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE <br />TEMPORARILY OR PERMANENTLY CEASES. <br />7. PAY SPECIAL ATTENTION TO ADJACENT PROPERTY LINES TO ENSURE THE EROSION <br />CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT <br />ONTO ADJACENT PROPERTIES. <br />8. STABILIZE SOIL STOCKPILES; STABILIZATION SHALL BE INITIATED IMMEDIATELY. <br />9. FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. <br />10. CONTRACTOR SHALL BE RESPONSIBLE TO SWEEP/SCRAPE ADJACENT STREETS <br />WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS OR <br />AS DIRECTED BY CITY. <br />PHASE II: <br />1. INSTALL RIP -RAP AT FLARED -END SECTIONS (AS APPLICABLE). <br />2. INSTALL TEMPORARY INLET PROTECTION FOR ALL STORM SEWER INLET <br />STRUCTURES IN PAVING AREAS (AS APPLICABLE). <br />3. INSTALL UTILITIES INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER (AS <br />APPLICABLE.) <br />4. COMPLETE GRADING AND INSTALL SEED OR SOD IN DISTURBED PERVIOUS AREAS <br />(PER LANDSCAPE PLAN). <br />5. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONLY AFTER <br />SITE HAS BEEN STABILIZED. <br />Know what's below. <br />Call before you dig. <br />LEGEND <br />OHw <br />EXISTING OVERHEAD ELECTRIC <br />GAS <br />EXISTING UNDERGROUND GAS LINE <br />GAS <br />EXISTING UNDERGROUND TELEPHONE <br />❑F <br />EXISTING FIBER OPTIC BOX <br />EXISTING TELEPHONE PEDESTAL <br />❑E <br />EXISTING ELECTRICAL PEDESTAL <br />© <br />EXISTING CABLE PEDESTAL <br />EXISTING UTILITY POLE <br />>� <br />EXISTING STORM SEWER <br />EXISTING WATER MAIN <br />> <br />EXISTING SANITARY SEWER <br />EXISTING FLARED -END SECTION <br />EXISTING GATE VALVE <br />EXISTING HYDRANT <br />............. 930.............. <br />EXISTING CONTOUR <br />X920.99 <br />GE <br />EXISTING SPOT ELEVATION <br />x <br />EXISTING FENCE <br />EXISTING BITUMINOUS <br />EXISTING CONCRETE <br />EXISTING GRAVEL <br />GRADING INFORMATION <br />LOT AREA <br />AREA OF DISTURBANCE <br />TOTAL IMPERVIOUS <br />= 46,425 SF <br />= 10,400 SF <br />= 0.24 ACRES <br />= 30,274 SF <br />2 <br />H <br />O <br />z <br />20 0 10 20 40 <br />1 INCH = 20 FEET <br />HORIZONTAL <br />(22" x 34") <br />928 <br />PROPOSED CONTOUR <br />930 <br />X 920.60 <br />PROPOSED SPOT ELEVATION <br />(GUTTERLINE, BITUMINOUS SURFACE, OR GROUND <br />SURFACE UNLESS OTHERWISE INDICATED) <br />PROPOSED DIRECTION OF DRAINAGE <br />S <br />PROPOSED SILT FENCE <br />PROPOSED RIP -RAP <br />PROPOSED SOIL BORING LOCATIONS <br />BY HAUGO GEOTECHNICAL SERVICES <br />TEL <br />-TEL- <br />TEL-TEL-TEL <br />TEL <br />TEL <br />TEL <br />-TEL-TEL-TEL- <br />TEL <br />TEL <br />TEL- <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />GAS <br />I''1 <br />TEL <br />TEL <br />-TEL-TEL-TEL-TEL-TEL <br />M <br />M <br />TEL <br />GAS <br />TEL <br />TEL <br />GAS <br />TEL TEL TEL <br />TEL TEL TEL <br />GAS <br />-TEL *L <br />+S <br />TEL <br />.. .. _ .. .. 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" z 0 1 <br />(TOP OF BOARD AT 900.5 ..�,�� u] � _ <br />TO ACT AS EMERGENCY °q Q a <br />90L3x ^ ^ Q� �� 8U2.0 Z x902.0 <br />x90r5 <br />OVERFLOW i �902.3 < LU d G) <br />902:1 # <br />O Go 00 O x9a1.39�0-.902.0 I I <br />O 00 00 i o N <br />902.2 1 c <br />02.4 <br />90 <br />99b2-5� x902:4 x1.7 <br />N 902.3 902.4 <br />O 90 .3 I �----OVERHANG <br />C1 <br />36.3 9oz.s <br />90 .5 �J O <br />SEDIMENTATION BASIN 901.6 o G c <br />BOTTOM 897.0 N71 <br />902.1x 0 <br />OUTLET 900.0 (1) �902J <br />HWL 900.5 E 902.5 02.6 902 z <br />901 8 <br />1..61 901.7 901.8 90 90 j <br />x x 61 x x=x EXISTING BUILDING <br />1O FFE = 902.5 <br />MAIN LEVEL AREA = I <br />3,220 SF M I <br />EXISTING WELL TO BE SEALED PER x 1.6 0 <br />x x 901.8 O � <br />CITY AND MN DEPT. OF HEALTH <br />41 - - <br />REQUIREMENTS UNLESS USED FOR o <br />IRRIGATION 01 R <br />1 <br />\ T <br />902.7 <br />- <br />902.3 <br />p <br />.. 902.5 <br />56.2 <br />-- -- 902.2. <br />00'l'' <br /><- �0b 9I .2 <br />ry. <br />5 ., "902.6; <br /><_ <br />901. <br />.� <br />da°.. <br />.` <br />•'FFEdGAR <br />..d 0) <br />Ul <br />I. ...... <br />...: <br />.1d. <br />a° <br />.. 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