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<br /> _ VVASHING7.ON
<br /> GRADING & EROSION CONTROL LEGEND
<br /> _ PROPERTY LINE
<br /> R EG - _ _ -
<br /> \ 18"RCP (gggN IUq - _ -960- - - - - - PROPOSED CONTOURS (MAJOR)
<br /> �ONEDg RAILRO - - - - - -964 - - - - - - PROPOSED CONTOURS MINOROG �RLIN (MINOR) 3701 WAYZATA BOULEVARD
<br /> GTON NO AD
<br /> EX. STTM'i-I - NORTH A TH
<br /> SUITE 100
<br /> - RN RAIL EXISTING CONTOURS (MAJOR) E L 1 - 1
<br /> RIM=934.8 "� � ROq�) EXISTING CONTOURS (MINOR) MINN APO IS, MN 554 6 379
<br /> INV=929.7(E) PH: 763-475-0010
<br /> / - -�-929,6 - _ - - www.srfconsulting.com
<br /> _ o - 813.56 PROPOSED SPOT ELEVATION
<br /> NM o 4.46 18"RCP - _ TC = TOP OF CURB PREPARED FOR
<br /> - HP/LP = HIGH/LOW POINT
<br /> 934.56 �Q-�j»Q 934.51 � � - - � properties
<br /> o �-_'� 9 4.39 ~ - --� �„ EX. CB D = DECK ELEVATION
<br /> _ \ __
<br /> _ EX = EXISTING GROUND ELEV.
<br /> BW/TC935.22 � � ° l - Na � - - - - - - - - - - - - - -�- - - ��� � _ » RIM=932.4
<br /> 934.7 ' - �� 11
<br /> �� E M 9B 3.5 �_ _ INV=927.1 ± = MATCH EXISTING, FIELD VERIFY
<br /> TW 935.79 /I i _ - RI = y ' -"� NV_ n - BW/TW = FINISHED GRADE AT DENNIS PROPERTIES
<br /> ►I /} 9 e 3-60 - - D 'V) EX. CB �\ �� " LOW/HIGH SIDE OF WALL (DOES 2214 FIFTH STREET, UNIT 3,
<br /> / 934`.20_E* CB - ° , � RIM-932.8 - NOT INCLUDE BURIED WALL OR CAP) WHITE BEAR LAKE, MN 55110
<br /> BW/TC 935.10- RIM=� 45. 93.6 , ° �uc- - I - - - - - - - - -` - - - - 651-247-7007
<br /> 934.60 = tN - - - - - - - - _ _ EMERGENCY OVERFLOW
<br /> TW936.45 / r 932.$�9 4 � � - -� � _ � EX. CB 944.50 EOF
<br /> 932.57 \ l 9 u
<br /> 2.0% PROPOSED SURFACE SLOPE PROJECT
<br /> / 932 57/ ` 933.33 933. 7 �* \ i _ = '=\ ° -o�i_ c _ _ INV=928.1
<br /> 11 1 / t \ ° __uc _ - - _ - EX. SILT FENCE
<br /> 49� �32.99 �� 934.45 H 934.18 ou
<br /> TW 936.00 r 4.4 _ ° -
<br /> BW/TC934.76 / - / / 933.23 - 94.1�♦ - _ _ \ \_ �° co-uc I RIM=932.1
<br /> ♦ �, 934.60 934.61 ° BALE DITCH CHECK z
<br /> 934.26 , / I I 93 .88 / 934-7(L 934.63 _ - _ o=uc- _
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<br /> 47° I 1 � 34. 0 / g 934.80 / -ou ��uG�� - - ' -000000000000000 - BIO ROLL W
<br /> i z.o° ti .88 9 .20 1 LU
<br /> / ,1 5/ 1 3 °° 93�40✓ 1 93 6$ - -
<br /> / ao ` 915.15 / _ _ �• ou / \ _ 16 oF INLET PROTECTION
<br /> 9�2.27 1 93 .56 1 FF = 935.50 935.5 -1.1, 935.50~ ��o ROCK CONSTRUCTION ENTRANCE
<br /> / 1 , 935.21 / o i , n 0n o� o� o�
<br /> / 932.50 I 1 934.60S BU I L I NG 935.43 I I R.O.W. DEDICATION -
<br /> l / / 1 - - -1 I 6 935.40 935.50
<br /> l 1 Ir i 934.88 / / / 934.89 (8 WIDE) �y , ,
<br /> I 1 935.50 935.45 ° / \ , RIP-RAP
<br /> 32.97 i _ - - - - = 9 5.50 F E = 935.50
<br /> / 2 934 67 934.44 / 1 / STORM SEWER (SEE UTILITY PLAN)
<br /> / x 931.94 934 / / TEMPORARY GRADING \ \ lD
<br /> 9 - I 932.7�9 93 WITH TEMPORARY \/ \ \ 1 �� - �� DRAIN TILE (SEE UTILITY PLAN)
<br /> / � , \ I _ _ _ � \ `/ /�35.21 IMPROVEMENTS. \\
<br /> i 93 / 932.0 1 - ►. ♦ 934.89 FIELD VERIFY. I �, s RETAINING WALL
<br /> 932.01 ti/�32.14 I ' �I \ '+� 93 32 T
<br /> I / TIP-OUT GUTTER
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<br /> � � 934.1� � - - K �~ - - - - - I / I - Ur
<br /> 932.00- _ - 9 /I / 1 - - - .J_ _ _ - 9QA jloe I /
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<br /> 9 1.5 931.88 I / 14.2 .25 s s. o. _ \ 1 0 - OVERFLOW ROUTE 0.5% MIN. SLOPE z
<br /> _
<br /> /n.72I 1 a 934. ( / / 1- _ _ � ( )
<br /> 1 / o b32.50 9 .11 T l \ I O
<br /> i a / - _ 1 LIMITS OF DISTURBANCE
<br /> 931.70 i 931.85 / - % 934.80 934.80 1 _ ® ° 01% . 1 I - - - - - - -
<br /> _ 934.E W
<br /> 9�15 _ - �- 933.�// / 934.b0----- -J_ _ �/ -----;-- \ �� I / - - - _ _ _ M SOIL BORING LOCATION z
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<br /> - _ _ 1 I - O p}� nI �- ` \ I� BMW
<br /> 932.0 J / 3 2093 4 ' - :ate �� o.si � -7 T_ - � SE D 1LTJt1G--- - - �t I I \ \ \ \ 1 �- %�I Imo I M
<br /> _ - 934.80 D - 934.80 Q Q
<br /> I
<br /> TW932.40 TW 2. 1 � FFE = 9�4.80- _ � / l\I I �� � \ � \ I � _ ��_ x� _ � U �
<br /> - TW 31.9 9j j - FFE - 934.8d34.60 1.z� ? - - _ \ / l \ _ X - E.O
<br /> BW 935 929. 1 _ _ _ - .�_ 1\ 9 4/8� I / - _j _ I '
<br /> � � __ � .♦ / / / , TEM�O•RARY�.R-A�N�\� � ` /\I � �, L L � X\ � � ' Q Z
<br /> Bws.� - _ _ ! f1 ff 1 / �I N i'� l�` i, �� 934.80 D WITH TEMPORARY \ \ �_
<br /> 93 0 �i - � ;�; � , ,��I,��I+�" - I �. �- ..- I. Lam/ IMPROVEMENTS.
<br /> 2
<br /> DOCK _ !,�!lil;,l;';; ;� J _ _ FIE D_VF.WY-. v� \ \ / \ \ �J O
<br /> ��j-� _ 9Zy � !��;� �I II 934.80 D / Q� 20 �_ � �\ \ �\\ \ � I I
<br /> (ELEVATION 9 931.E (! '�ii'�tiii 1 929.8(Ex) (TYP.) 934.80 D / ------=-_--- `ti,: \ \ \ \ / 1 \ \ I X `�- O
<br /> VARIABLE 934.80 D ( )
<br /> 927.97 93n9 { ��';, ♦ 929.0 (EX) 934.80 D ` ,,, II' vn - • \ \ \\ \\ \ j L _ / 8„ ' Q
<br /> \ FLOOD PLAIN 928.651 z =
<br /> EDGE OF ICE MEASURED ON 934.80 D 934.80 D \� \ \ / // / I CERTIFICATION
<br /> \ \ \
<br /> 12-05-19 EDGE OF DELINEATED EGG LA _ _ _ _ �� \ \ , , / ,�� / I hereby certify that this plan, specification, or
<br /> \ \ . �\ = - °' 1'� �: / report was prepared by me or under my direct
<br /> ICE ELEVATION = OHWL = 926.651 WETLAND OWHL 926.654
<br /> �\ \ \ \ /
<br /> \ \ \ 1 / supervision and that I am a duly Licensed
<br /> 934.80(D) \ \ \ \ / Professional Engineer under the laws of the
<br /> GRADING, DRAINAGE, AND EROSION CONTROL NOTES 928.3 (EX) � \� \\ \ `��\ \\ `\ \ / ,
<br /> / \ 1 / x State of Minnesota.
<br /> 1. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO �\ w� / v
<br /> THE GUIDELINES OF Cl/ASCE 38-2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE FLOODPLAIN FILL AREA
<br /> „ Signature Name:
<br /> UTILITY DATA. \� \i / \ / I g
<br /> (TOTAL = 3,100 C.F.) � �, � \ \ �� MICHAEL C. AARON
<br /> 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO \ `� \ \ \ /, I Print Name:
<br /> COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS
<br /> FROM THE PLANS. \`��.� - \ \ \ \ / I I Date: XXXXX Lic. No.: 25721
<br /> 3. CONTRACTOR TO PROVIDE ALL WORK AND MATERIALS FOR GRADING, SUBSOIL CORRECTIONS (IMPORT/EXPORT), RETAINING WALLS, DOCK \ \ \ �\� \ , I \/ I v' ISSUE RECORD
<br /> TOPSOIL, EROSION CONTROL AND OTHER RELATED ITEMS. 934.80 D NO PERMANENT IMPACTS WITHIN I \ \ \ �� - I
<br /> 4. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS GRADES TO MATCH EXISTING BETWEEN WETLAND AREA. MINIMIZE DISTURBANCE N0. DATE DESCRIPTION
<br /> OTHERWISE NOTED. BUILDING WALL (EXPOSED FOUNDATION) FOR DECK/DOCK CONSTRUCTION AND USE �`•� \ \ 1� 1 3 0 10-22-2021 CITY SUBMITTAL
<br /> 5. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. AND WETLAND LINE. MINIMIZE TEMPORARY MATS FOR ACCESS ROUTE, BUILDING ROOF STORMWATER � �� \ �\�� �\� \ � 1 1 03-18-2022 CITY RESUBMITTAL
<br /> RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. DISTURBANCE FOR FOUNDATION WALL PRIMARILY IN WETLAND AREAS. (TYP.) TO SURFACE DRAIN TO E .
<br /> 6. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE CONSTRUCTION AND USE TEMPORARY PERMEABLE PAVEMENT, VIA \\��;\ \\ �� �� �_ 1\ RIM
<br /> MATS FOR ACCESS ROUTE, PRIMARILY IN DOWNSPOUTS \ ��\ �\ \ \� \ 1 \� INV
<br /> WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. STRIP, STOCKPILE, AND REDISTRIBUTE EXISTING TOPSOIL, 1
<br /> INV-
<br /> AS SUITABLE. WETLAND AREAS. (TYP.) \\�`: / \ �� \ ` \ \ \ \ 1 a SILT
<br /> 7. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT \ � `\ \ c \ / \ \ I ° ° .�
<br /> WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 18. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID �\ \ _ \ \ 1 _ CO
<br /> MEASURES FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF, THE CONTRACTOR SHALL REMOVE THE
<br /> 8. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS
<br /> EROSION CONTROL MEASURES AND DISPOSE OF OFF SITE.
<br /> AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 15TR�f'-
<br /> 19. CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM ENTERING STORM SEWER OR BEING TRANSPORTED OFF SITE IN AN UNCONTROLLED \ I \ \
<br /> 9. DUST SHALL BE ADEQUATELY CONTROLLED. \ I \ \ II -
<br /> MANOR. CONTRACTOR TO VERIFY AT PROJECT CLOSEOUT THAT STORM SEWER SYSTEM IS CLEAR OF SEDIMENT AND/OR DEBRIS AND IS REMOVE (CUT) VEGETATION \ \ ;�\ 1 I �
<br /> 10. ALL SLOPES 1:3 (V:H) OR GREATER REQUIRED TO RECEIVE SURFACE EROSION CONTROL WHETHER IT IS INDICATED ON THE PLAN OR NOT: FULLY FUNCTIONAL. ABOVE WATERLINE ALONG \ \ \ I xl / ° PROJECT INFO
<br /> MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES. 20. CONTRACTOR SHALL PROVIDE REQUIRED EROSION CONTROL MONITORING, PER REQUIREMENTS AND CERTIFICATION, TO INSPECT AND % / \
<br /> 50 +/- WIDE CORRIDOR � � � � N \ � � DRAWN: N. SCHAUFENBUEL
<br /> 11. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. DOCUMENT ALL EROSION CONTROL MEASURES WEEKLY (EVERY 7 DAYS) AND AFTER EVERY 0.5 INCH RAINFALL EVENT, PER REQUIREMENTS. AT EACH DOCK �\ I / / \ `�
<br /> CONTRACTOR TO PROVIDE CORRECTIVE MEASURES IMMEDIATELY FOR ANY NON-COMPLIANCE OBSERVATIONS. I I DESIGNED: N. SCHAUFENBUEL
<br /> 12. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM \ I I I \ z z
<br /> WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE 21. ALL DISTURBED NON-PAVED AREAS SHALL RECEIVE TEMPORARY PROTECTION OR PERMANENT COVER WITHIN 14 DAYS OF DISTURBANCE \ I I I I < < < I' o CHECKED: P. SCHROEDER
<br /> / I \ II II 11= II � _
<br /> EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. OPERATIONS. \ II I �, I I �°' uc - - - PROJECT NO: 14356.00
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<br /> 13. FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE 22. WHEN TRAPPED SEDIMENT REACHES 1/3 OF THE HEIGHT OF SILT FENCE, IT SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE w - ou �- ou 'ol =
<br /> STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT CONTRACTOR. �\ I I / \ I �o � Y SHEET TITLE
<br /> PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED 23. CATCH BASIN SEDIMENT FILTER SACKS SHALL BE CLEANED WHEN SEDIMENT REACHES 1/3 THE CAPACITY OF THE SACK. I I / / I\ ) I �
<br /> FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND/BASIN TO DESIGN CAPACITY. I \ I I
<br /> 24. WHEN SEDIMENT IS TRACKED ON TO PAVED SURFACES IT SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY. I `w I o, I N E CO
<br /> 14. THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS VERIFYING PROPER CONSTRUCTION OF THE BEST / / \ \ I / PHASE 1 -
<br /> MANAGMENT PRACTICES (BMP) -THE MORE RESTRICTIVE REQUIREMENT SHALL APPLY. 25. ANY SEDIMENT FROM THE CONSTRUCTION SITE THAT ACCUMULATES ON OR OFF THE OWNER'S PROPERTY SHALL BE REMOVED BY THE 1 APPROX. _ N RIM
<br /> 15. SEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTES AND DETAILS FOR ADDITIONAL EROSION CONTROL NOTES AND CONTRACTOR AT HIS/HER EXPENSE. ANY DAMAGE THAT OCCURS FROM THE ACCUMULATED SEDIMENT OR FROM THE CONTRACTOR'S ICI / \ OF POWE 0 7.9 INV GRADING PLAN
<br /> >,
<br /> REMOVAL OF THE SEDIMENT SHALL BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE. > /� i // . \ \«� WITH GUY IR
<br /> REQUIREMENTS. CONTRACTOR SHALL PROVIDE ALL REQUIRED EROSION CONTROL PERMITS/FEES, INSPECTORS, INSPECTIONS, AND `5 "
<br /> DOCUMENTATION. PLAN REPRESENTS MINIMAL EROSION CONTROL, CONTRACTOR TO PROVIDE ADDITIONAL MEANS AND METHODS FOR 26. ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, "EXCAVATIONS AND
<br /> THE PROJECT AS NECESSARY TO MAINTAIN COMPLIANCE. TRENCHES." THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. , \ \ 1\ - _ \- - -9-34-- _ _ - _ AROX.
<br /> R LOCATION OF SHEET
<br /> 16. CONTRACTOR TO PROVIDE ALL SUBGRADE SOIL CORRECTIONS, INCLUDING REMOVAL OF SUBGRADE DEBRIS, FOR PROJECT IMPROVEMENTS 27. THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS OF THE PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN.
<br /> SUCH AS BUILDING, PAVEMENT, UTILITY, RETAINING WALLS, AND OTHER RELATED ITEMS. REFER TO THE RECOMMENDATIONS IN THE TEMPORARY STORMWATER IMPROVEMENTS SHALL BE PROVIDED UNTIL THE PERMANENT IMPROVEMENTS ARE ESTABLISHED. \ _ - - - FNV�, d27.57(PEtCFLAN)
<br /> GEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS. CONTRACTOR TO DESIGN AND SUBMIT ALL TEMPORARY STORMWATER ITEMS FOR ENGINEER APPROVAL.
<br /> 17. IF GROUNDWATER IS PRESENT IN THE EXCAVATION, OR IF THE EXPOSED SOILS ARE WET AND UNSTABLE, CONTACT THE OWNER OR 28. CONTRACTOR TO PROVIDE ALL SURVEY CONSTRUCTION STAKING. I�&C At-E FftNME$
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<br /> ENGINEER FOR A RECOMMENDATION FROM THE GEOTECHNICAL ENGINEER. THIS �CC.AT_"
<br /> 12"RCP PIPE BENDS
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