10/09/2024 PZ Combined Packet - Laserfiche WebLink

Home Search

HOUSEGARAGE60 EXISTING DRIVEWAY 909.3909.6908.0907.8908.2908.9909.5912.2EXISTING909.1909.2909.05FNDIP1/2908.69FNDIP1/2904.7906.9906.84FNDIP12294907.35FNDIPCAP -UNDERROOT909.48FNDIP17765908.52FNDIP17765909.60TC909.6909.2909.3909.3907.5907.3907.2907.0906.5 906.9908.3909.6906.9 907.4 909.1909.7909.0 909.1 907.0 907.2 908.7 910.9 910.0 908.7 907.0 907.7 908.8 909.5 908.7909.0MBOX5908.70TC908.66TC909.1910.4911.9911.9911.9910.1908.42EBIT TC908.44TC908.87TC909.0CS 907.6907.1906.6906.8906.8907.0906.9907.1907.5908.9908.9908.95TC909.17TC909.3908.0907.0907.3907.1907.4907.7909.30TC909.12TC909.40TC909.5908.5908.0907.3907.2907.1907.5907.9908.0908.2907.7907.3907.0907.6908.3909.1909.8909.50TC909.68TC909.6909.5908.6908.2908.1908.1908.3908.0908.6909.2909.2909.1909.1908.9909.3909.66TC909.37TC909.47TC909.7909.32TC909.3909.9909.1908.8 909.2 909.4910.3910.2910.0910.0 909.1 909.4 909.5 909.5910.3910.7909.5 909.3 909.4 909.1 909.0909.0908.5908.2908.1908.0907.2907.0907.4907.9908.1907.7907.0907.0908.1907.1907.9908.3908.6908.2908.1908.6910.9910.2908.3908.0908.2 908.3 908.5910.8911.1911.6910.73212908.9SPRUCE 6911.3 911.9909.9 908.8 3217908.8OAK 63218908.9OAK 63219909.2ASH 10908.9 909.0911.0910.2CS910.2909.94EBIT TC909.81TC910.1SIGN3231909.5PINE 63232909.4COTTONWOOD 163233909.4OAK 8909.9909.89TC908.8908.1908.6908.6910.6909.2906.3909.46TCCS 909.4CS909.0CS909.3907.2907.1907.23500909.9MAPLE30909.3909.5909.9910.4909.5909.4910.0910.0908.93511907.8PINE16907.2907.1907.1907.1907.0907.23520907.2SPRUCE12906.8906.93523907.5SPRUCE163524909.1CRAB9909.2 910.4908.8909.4 9 1 0 . 9 909.9910.2 909.9910.9 910.0911.09 1 0 . 2910.7910.4910.0909.9910.4910.6910.3910.5910.7910.8910.8910.7 910.9910.8910.9910.5 910.1909.7910.4910.6910.9910.9916.8FFE3571908.9MAPLE183572908.1MAPLE18908.3907.0EFIREPIT907.2EFIREPIT3578910.7MAPLE34909.8909.4909.3909. 3 911.3910.2909.25TC909.08TC909.05TC909.18TC909.18TC909.3910.0910.3911.2FFE-GAR910.8910.5909.63610910.2CRAB10911.9911.2911.0910.8910.9911.9912.3DOOR-FFE+-910.4 910.9 911.1 910.2910.2 910.9 910.2 911.0910.3909.991 0 . 6 910.1909.9 909.6 909.2909.1909.4910.4 911.3 910.8910.4 909.7910.1 911.6911.0910.0909.3909.14EBIT-TC909.01TC909910909908907907908909910 909907908910 911 910 908907909908 911910909CO909.54SANSVC909.46MHSANHOUSEEXISTINGGARAGEGARAGEHOUSEEXISTING4,950 S.F.90 5 906907908908909906907908909908HOUSEEXISTINGGARAGE908.90MHSANSHEDEXISTING91 0 9099089 0 4HOUSEEXISTINGGARAGESMALL BLDGON CONCRETEEXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY 0.60.53.5WEST FACE OFRETAINING WALL ONOR NEAR LOT LINE6.09.1908.97FNDIP3.2FENCE907.1SB#4907.9SB#3907.5SB#2909.2SB#18.37.3 TO FACE OF BRICK LEDGE909.2909.3EDGE OFLANDSCAPING910.7910.8LAT=N045° 11' 32.69"LONG=W093° 06' 52.36"LAT=N045° 11' 33.48"LONG=W093° 06' 51.92"LAT=N045° 11' 34.34"LONG=W093° 06' 52.32"LAT=N045° 11' 34.30"LONG=W093° 06' 51.14"REMNANTS OF OLD GRAVEL AREA.NOW OVERGROWN WITH GRASS.SLABLOW ENTRY = 911.0LOW FLOOR = 911.0SLABLOW ENTRY = 910.7LOW FLOOR = 910.760.0060.0060.0060.00 60.0060.00 60.00 60.002.0%2.0% 2.0%2.0% 2.0%SLABLOW ENTRY = 911.0LOW FLOOR = 911.01.7%PROTECT EXIST.TREEPROVIDE EXTRA DEPTHFOOTINGS AND EXPOSEFOUNDATION (TYP)910910910909908908909910909909 908 907907909 909909 910 908 910909908 909 907 907907907906.8906.8906.8906.8 907 EOF: 906.82.0% 2.0%2.0%1.7%HWL 907.1DWY 2.6% DWY 3.0% DWY 2.6%909.65908.50908.00909.00909.40908.00907.50907.00908.80908.00907.00909.00909.80910.10GENERAL NOTES1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATIONOF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TOTYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESEUTILITIES.2.CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONSFOR EXISTING UTILITIES LOCATIONS.3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OFEXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THESTART OF INSTALLATIONS.4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARDSPECIFICATIONS AND DETAIL PLATES.5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS.6.PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ONPUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OFCONSTRUCTION.8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALLBE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALLUTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITYCOMPANY.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC.DENOTES FENCEDENOTES EXISTING SANITARY SEWERDENOTES EXISTING WATER MAINDENOTES UNDERGROUND ELECTRIC LINEDENOTES UNDERGROUND GAS LINEXXGASEDENOTES UNDERGROUND CABLE LINECBLDENOTES BUILDING SETBACK LINEDENOTES HYDRANTDENOTES GAS METERDENOTES SIGNDENOTES CONCRETE SURFACEDENOTES BITUMINOUS SURFACEDENOTES TELEPHONE PEDESTALDENOTES CABLE PEDESTALDENOTES EXISTING SPOT ELEVATIONDENOTES WELLDENOTES MAILBOXDENOTES FIBER OPTIC BOXDENOTES ELECTRICAL BOXDENOTES EXISTING CONTOURSDENOTES SOIL BORING. (BY OTHERS) DENOTES AIR CONDITIONING UNITDENOTES CLEAN OUTDENOTES CURB STOPDENOTES SANITARY SEWER MANHOLEX 952.36CECOCSSTWLEGENDDENOTES RETAINING WALLDENOTES PAVER SURFACES:\PLOWE\CAD\24PROJ\2164 559 LOIS LANE (LINO LAKES)\2164 CAD\2164 BASE 0.DWGFriday, September 6, 2024 10:30:16 AMFAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. PREPARED FOR: ME SPARGUR INC. SPARGUR ESTATES LINO LAKES, MN 1 2 4 5 6 7 8 3 MQA AG CHECK BY: DRAWN BY: 24-2164 DATE: JOB NO: 09/06/24DESCRIPTIONDATENO.SHEETC1.1Date: License No. 43963 ADAM GINKEL 09.06.2024 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota. GRADING, DRAINAGE & ESC PLAN PRELIMINARY24-2164(22" x 34")NORTH1 INCH = 20 FEETHORIZONTAL200102040ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ORIMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY REQUIREMENTS.PHASE I:1.INSTALL STABILIZED CONSTRUCTION ENTRANCE.2.PROVIDE TEMPORARY PARKING AND STORAGE AREA.3.INSTALL SILT FENCE AS SHOWN ON PLAN.3.1.ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE.3.2.THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OFACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDINGCONSTRUCTION.3.3.SILT FENCE SHALL REMAIN IN-PLACE UNTIL SITE HAS BEEN STABILIZED.3.4.CONTRACTOR TO PROVIDE ADDITIONAL SILT FENCE, BIOROLLS, EROSIONCONTROL BLANKET, OR OTHER APPROVED EQUAL FOR ANY SLOPES THATAPPEAR TO BE FAILING. (NOTE: EROSION CONTROL BLANKET MUST HAVENON-FIXED JOINTS AND BE FULLY BIODEGRADABLE; ANY BLANKET NETTINGMUST BE LOOSE-WEAVE.)4.INSTALL INLET PROTECTION FOR ALL EXISTING STORM SEWER STRUCTURES.5.INSTALL TREE PROTECTION FENCING AS APPLICABLE.6.PERFORM SITE GRADING ON AN AREA-BY-AREA BASIS TO MINIMIZE UNSTABILIZEDAREAS.6.1.CONTRACTOR MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOILAREAS, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYSAFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITETEMPORARILY OR PERMANENTLY CEASES.7.PAY SPECIAL ATTENTION TO ADJACENT PROPERTY LINES TO ENSURE THE EROSIONCONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENTONTO ADJACENT PROPERTIES.8.STABILIZE SOIL STOCKPILES; STABILIZATION SHALL BE INITIATED IMMEDIATELY.9.FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS.10.CONTRACTOR SHALL BE RESPONSIBLE TO SWEEP/SCRAPE ADJACENT STREETSWHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS ORAS DIRECTED BY CITY.PHASE II:1.PROVIDE TEMPORARY SEED FOR DISTURBED AREAS.2.INSTALL RIP-RAP AT FLARED-END SECTIONS (AS APPLICABLE).3.INSTALL TEMPORARY INLET PROTECTION FOR ALL STORM SEWER INLETSTRUCTURES IN PAVING AREAS (AS APPLICABLE.)4.INSTALL UTILITIES INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER.5.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND/OR SOD.6.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONLY AFTERSITE HAS BEEN STABILIZED.** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY BIODEGRADABLE, NONFIXED JOINT FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION.* MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS3885 (CATEGORY 2)WOOD FIBER BLANKET3881FERTILIZER3882 (TYPE 1 - DISC ANCHORED)MULCH* FOR TURF ESTABLISHMENTITEM3876SEED **3878SODMNDOT SPECIFICATION/NOTESMNDOT MIX 25-131 (220 LBS/ACRE)MNDOT MIX 25-131 (120 LBS/ACRE)TEMPORARYMNDOT MIX 21-112 (100 LBS/ACRE)FALL COVERMNDOT MIX 21-111 (100 LBS/ACRE)SPRING/SUMMERMNDOT MIX 22-111 (30.5 LBS/ACRE)1-2 YEARS COVERMNDOT MIX 22-112 (40 LBS/ACRE)2-5 YEARS COVERCOMMERCIAL TURFRESIDENTIAL TURFMNDOT MIX 21-113 (110 LBS/ACRE)SOIL-BUILDING COVER3884HYDROMULCHREVEGETATION SPECIFICATIONSTIMING FOR EROSION & SEDIMENT CONTROLRCallbefore you dig.below.Know what'sSITE AREA= 48,510 SFAREA OF DISTURBANCE= 37,200 SF= 0.85 ACRESEXISTING IMPERVIOUS= 6,258 SF *NEW & RECONSTRUCTED IMPERVIOUSLOT 2 DRIVEWAY *= 1,170 SFLOT 2 HOUSE / PATIO= 2,000 SFLOT 3 DRIVEWAY *= 1,210 SFLOT 3 HOUSE / PATIO= 2,000 SF LOT 4 DRIVEWAY *= 1,210 SFLOT 4 HOUSE / PATIO= 2,000 SF TOTAL= 9,590 SF* INCLUDES INSIDE RIGHT-OF-WAYGRADING INFORMATIONDENOTES PROPOSED CONTOURSDENOTES PROPOSED SPOT ELEVATION909.65