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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 />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 />M <br />M <br />M <br />TEL-TEL-TEL-TEL <br />TEL-TEL-TEL-TEL <br />GAS GAS GAS <br />'TEL TEL TEL- <br />TEL <br />TEL <br />-GAS GAS <br />TEL TEL- <br />WLj v o <br />Z o N <br />uJ Lo c° o <br />TEL TEL TEL TEL TEL TEL TEL Z > <br />TEL TEL M �_ <br />TEL TEL TEL TEL TEL _ <br />OHU O ❑ o <br />W Y�Y (0c� <br />GAS -GAS -GAS GAS 4�G GAS Z Q Q LO <br />_j LU _j <br />ui co <br />0 p F-- O X <br />TEL TEL TEL TEL &L � TEL TEL- Z ` D ? 2 Q <br />I -Z W co co J d , <br />LILAC STREET I Z Z <br />(PUBLIC ROAD) -� . z w <br />Q aw <br />C9 J Z_ <br />O U_LU <br />IMEWLw <br />-- SITE ACCESS <br />GAS GAS GAS GAS / GAS GAS GAS GAS GAS M <br />901.6 901.6 1 / 'r'......9d2.3.... .........................................902:4902.5 J M } m <br />9oz:0'.... ........................ 902.... <br />fool. I I IJ 12" DIP pD N <br />rn <br />.......... <- 900 - f- -�-< < r < 901.8 0 <br />< < < < <br />< < �8 C < O� Y ..o <br />"PV .4 UQ wo <br />FNDIP-1/2" 12251 901.21- 27.0' a <br />Q m � LLl H N <br />900 ........_. FNDIP-1/2" 12251 �' Q N = Q <br />❑ U ❑ <br />898.2 x 898.2 x � 899.2 x � « « 901.5..� � 898.1 ' - <br />901.Ox 12" CMP $99.6' INV x899.0 899.1 « 899.0 <br />897.4 89 .9 TOP \ INV 0.0 x902.P <br />INV TO \ I T6P <br />......... 900 ........... .... TEL -TEL- Tit8 9oosx TEL TEL- ° - 'TEL-TEL- TELI TEL T TEL TEL <br />�.... x9ol.o I <br />_ [[ <br />-_ -PKGSB---- /PKGSB- PKGSB- __ -PKGSB--- I "*.GSB--- PKG B-�901.2- -- 5 ri S��II/ I Z � PKGSB- <br />901.3 x 900.8 x 901.3 LIJ <br />8 C.Y. CLASS 3 RIP -RAP a Q 901.3 a 901.5 <br />W/ GEOTEXTILE FILTER FABRIC \ 901.3 901.2 g01.1 i w w 901.8 <br />x 901.1 Y MAP24 Q C <br />I Q <br />901.9 x �, O Ut x 90 5 x 901.2 <br />BAFFLE WEIR N o o <br />I <br />(SEE DETAIL) x9 1. " z <br />(TOP OF BOARD AT 900.5 ..�,�� w _ <br />TO ACT AS EMERGENCY °d Q a <br />OVERFLOW 911.3x c ^ ^ a� abz.0 z w x'902.0 x c <br />902-i5 <br />01 01 � 01 01 " a: I 902.3 Q <br />G7 <br />QD <br />I �MAP14 d in <br />.' <br />902.:1 $ <br />O <br />GO <br />00 <br />O <br />x 901.3 90f.0 <br />I Q <br />I <br />Cn <br />00 <br />00 <br />i o N <br />902.2 I I '. <br />02.4 x 902- <br />° <br />99b2-5 � <br />C <br />x 901.7 <br />N <br />_ - _ <br />902.3 902.4 " • - - - - <br />O <br />902.3 I-- OVERHANG <br />ON <br />36.3 9oz.s <br />90 <br />.5 <br />O <br />x 901.6 N <br />.--i O <br />=. <br />SEDIMENTATION BASIN rn o G � <br />BOTTOM 897.0 N <br />9o2.1x N O <br />902.7 <br />OUTLET 900.0 <br />° <br />m � E 902.5 H <br />HWL 900.5 19.9 802.6 902.2 0- <br />a I 11.1 U <br />I w <br />901 8 � ❑ <br />901.7 901.890 90 <br />x x1'6x x-x=x EXISTING BUILDING <br />�° FFE = 902.1 H <br />MAIN LEVEL AREA = <br />3,220 SF M <br />EXISTING WELL TO BE SEALED PER x x 11.6SB.1 O <br />CITY AND MN DEPT. OF HEALTH 41 9018 W O <br />REQUIREMENTS UNLESS USED FOR o - N M z <br />IRRIGATION 01 <br />E -0 0 <br />I \ � E o <br />------ <br />>, 07 CO <br />902.7 <br />x 902.5 <br />902.2 <br />--a- - --7 <br />----- 7.. <br />902.3 <br />p <br />902.5 <br />56.2 <br />.--- <br />- -- 902.2. <br />l'' d. ... <br />00" <br />• ' <br />a <br />. <br /><�0b 9 .2 <br />!V <br />. <br />5 .. 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