2018.05.07 CC Packet - Laserfiche WebLink

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o 2017 Westwood Professional Services, Inc. °' I \ �!`�\° X90 LEGEND: Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance / I I 1_ 0) i L _ _ I I _ _ _ J i'� \ \ I I I I I I / 'nIC-A DENOTES SOIL BORING I / I I �' I Z O 19SFM DENOTES SILT FENCE \ \ \ -V \ j% I I vJ \ I 9Q PST-SFDENOTES POST GRADING SILT FENCE \\ /�� 6, / \ = ® DENOTES HEAVY DUTY SILT FENCE \ \ / HDSF / \ �J I I I \ \ �o� ---980— DENOTES EXISTING CONTOURS riQSF lb X980 - DENOTES PROPOSED CONTOURS \\ \ l \HDSF \DSF I II I I ��HDSF Cl ---0 DENOTES EXISTING STORM SEWER`/ L — _ �6 / `o,� C, DENOTES PROPOSED STORM SEWER 0 DENOTES EXISTING TREE LINE HDSF---- I I �,'S`b-o — — — — — — — — — — — DENOTES APPROXIMATE TREE 11 ,=II \ \II I I \ s REMOVAL LIMITS 0) `NV— x 856.3 DENOTES EXISTING SPOT ELEVATION d0 L D 66.30 0 C, 1 DENOTES PROPOSED SPOT ELEVATION z b' BITUMINOUS o � oL TEMP DENOTES PROPOSED SPOT ELEVATION i / \ `A I \ �I" �, TRAIL (TYP.) \ �„� N O w rn l FOR TEMPORARY DITCH `U \ X I 1 � � � � I � � rn DENOTES EROSION CONTROL ROCK CHECKS E.O.F. DENOTES EMERGENCY OVERFLOW 924 ��\ Tw_ 1020 DENOTES TOP WALL ELEVATION Bw=1000 DENOTES BOTTOM WALL ELEVATIONN 6 I DENOTES RETAINING WALL 01 �0)\"61/j5 DENOTES INLET PROTECTION — — — o \ / I / 9 \ �� \ X . AT CATCH BASINS \ I p \\ / \ o /O O j DENOTES WOOD FIBER EROSION ~ rn \ y S >' I'll � I \ \ 'Li � � � CONTROL BLANKET (3:1 AND STEEPER SLOPES) 07) 6� DENOTES WETLAND BUFFER MONUMENT �1g20 \ -� \ �- d6 / DENOTES EXISTING TREE TO BE REMOVED rL° z I I I 97 \ Q \ 6 9�8 \22 \ \ \ / \✓ I \\ / 5 / DENOTES EXISTING TREE TO REMAIN DENOTES WETLAND FILL Sr DENOTES WETLAND d I TWO ROWS OF BMP'S JV 932 �' — — DENOTES WETLAND BUFFER rn NEEDED WHERE DISTURBED 1- II N,n SOILS ARE WITHIN 50FT OF \ \ \ ` \ \ \ z // / S� DND DENOTES DO NOT DISTURB \ N oo NWL OF WETLAND \ o `9P Q , CIP N \ o o\ "), �, / / 5d // \r\o g�2 POND ACCESS ROUTE _j LLI > \ \ U,V1 EROSION CONTROL NOTES: a O I °' I J \r' \ Ny�,\ w / 0, �� \ \ ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE \ / / �h \ \ �O G IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE / �p 5 MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN \ I I N \ 92° \ \� �� ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED \ ` N°' q� / / / \ \ AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE \ \ I I \ \ 6 9\ / �, 5d�' / �\ �� GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF -` \ \ �� - \_ — / 5 / �b �o C� CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. \�� TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE / N — — — I \ \ r' 9 / /s �` o' �� ' \ 0CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. w I I S \ \ / �• / • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED 5d`l \ o,� O AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE I Z // 5a' / `? ti ° 93 - MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE II tK Q ` �'� / / / • SEED TRACKING & MUOLCH IRT ALL DISOTURBEDCAREAS, STREETS. EXCLUDING ROAD BEDS & ` l w I I/ \ cD 00 00 \ V , W `9 �� / / //` \ 0 / �• N PONDS BELOW OUTLET ELEV. o I 1 �rnrnrn '� �� \ ° / // \\ \\ \ / rn o w J :2\� �� / i / �a� / 936 \ 4O o > on \ GENERAL GRADING & DRAINAGE NOTES: :5-r'° \ / C / \ • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED i~0 1 \ i9r'� \ / // /`\\ \^�/�o\, °� o� SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. S m / / / \ �' `V / o,� /► \ • REFER TO THE SITE PLAN RECORD PLAT FOR MOST CURRENT o 0 o �� , c // / �\ �� \ \ �� /x� �ti HORIZONTAL SITE DIMENSIONS AND LAYOUT. 28 a I� o. Z/ / o 0 0 s\ WARNING!! I N �o V / // �d� 5a o•/ �A \ 0,' j �' o,� • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF \ s Jr HIGH PRESSURE PIPELINE! I / / \ °� �O\ p`ti EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS EXCAVATION AND/OR CONSTRUCTION I I I �w - \ �/ \ \\ AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL 9�6 \ \ / PROHIBITED WITHOUT WRITTEN PERMISSION FROM: I Ir �Y /// // \ / �`? \ °�� ' CV O \ IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR V 'V BP PIPELINE I p L �� / rn 1 \V A\ VARIATIONS FROM THE PLAN. / CONTACT ANDY LEMIEUX I v ` / \ I J O /°j� j 5d�' o� �� 1\ °� ��6 O �Qn, o' �"�� • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 6�2 430 1906 I ��`l• / �� \ 0 0' \\ �� / \ • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. AndrewlLemieux@KochPipeline.com w 011 / ��co o�D v v v 0�C14 o // v \ .� c, 94NO 0 I \tKQ \ TWO ROWS OF BMP'S\ 0 A (\ NEEDED WHERE DISTURBED e,^ii r, Arlr TC^(--^r—\1/1I 11K1 CnI/Il+lllC!! Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoocips.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEffitunderf the State of Minnesota 08/01/17 City Comments — 09/22/17 City Comments 02/19/18 Record Plans 05/02/18 Updated Plat Additions John Bender Date 05/02/18 License No. 43358 lb \ G i C08• g ^� 0' 50' 100' 150' �C/�\ \ Vim\ �� •�\�� _ Latest Revision Date:05/02/18 Designed; W Prepared for: CheckedCheoked: DJW Drawn: SFB RecordDa�date: JFM OP.5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 A►delaiied L� 1st & 2nd AdcL ADELAIDE L A N D I N G Hueo, MN 0008463GDF01.dwg Date: 05/19/17 sheet: 9 OF 15 Grading, Drainage and Erosion Control Plan