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UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE OUOUOUOU>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>C.S.A.H. NO. 14(STILLWATER BOULEVARD N)>>>>>>>>F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/O930 <br />92792 <br />8 <br />92 <br />9 <br />931 932 <br />925930926927928929931932933934925930 935926927928929931932933934930929929931932933934930929931932933 <br />935935931931932932933933934928929930931 <br />932933934930926927928929931932933934930928929931 932933934935 934925930 <br />TEMPORARY SEDIMENT BASINWITH APPROXIMATELY 24.2ACRES OF CONTRIBUTINGDRAINAGE * 1800 CF/AC =43,560 CF = 1.0 AF OFTEMPORARY STORAGE2.51.22.41.63.13.13.13.21.123.33.43.43.42.12.22.21.132.41.121.21.103.42.11.112.12.22.22.22.12.22.51.22.43.53.53.53.53.73.83.63.73.73.73.73.73.83.83.5.12.22.22.22.12.12.72.62.62.62.62.22.12.53.11.4DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\C-004 REMOVALS AND PRECONSTRUCTION EROSION CONTROL PLAN.dwg 9/21/2023 GRUNKLEE, SAM <br />DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:02:35 PM <br />CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N <br />O <br />T <br /> <br />F <br />O <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE <br />LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING <br />109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGC-003EXISTING, REMOVALS, ANDPRE-CONSTRUCTIONEROSION CONTROL( IN FEET )GRAPHIC SCALE01 inch = 50 ft.5010050SEE SHEET C-0021.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALLTIMES THROUGHOUT THE DURATION OF THE PROJECT.CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.3.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.4.CONSTRUCTION LIMITS ARE SHOWN OFFSET FROM PROPERTYLINE FOR CLARITY, WHERE APPLICABLE.5.CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE.6.EXISTING UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OFEXISTING UTILITY SERVICE LINES WITHIN THE LIMITS OFDISTURBANCE AND REMOVE EXISTING INFRASTRUCTURE ASNECESSARY TO INSTALL PROPOSED IMPROVEMENTS.7.CONTRACTOR SHALL EVALUATE LIMITS OF REMOVAL FORPROPOSED UTILITY INSTALLATION. IN THE EVENT THAT CURBAND PAVEMENT ARE IMPACTED IN ADDITION TO THE SIDEWALKCONTRACTOR SHALL REPLACE EXISTING CURB AND PAVEMENTTO MATCH EXISTING CONDITIONS PER CITY STANDARDS ANDREQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER.8.ELECTRICAL SERVICE LINES MAY NOT BE SHOWN WITHINBOULEVARD ROW ON SURVEY. CONTRACTOR TO COORDINATEWITH UTILITY SERVICE PROVIDER AND ENSURE THAT DRYUTILITY SERVICE LINES ARE PROTECTED THROUGHOUTCONSTRUCTION ALONG THE PROPOSED SANITARY ALIGNMENTNOTES1.REMOVAL ITEMS1.1.REMOVE CONCRETE PAVEMENT1.2.REMOVE CURB AND GUTTER1.3.REMOVE GRAVEL SURFACING1.4.REMOVE TREE1.5.RELOCATE OVERHEAD UTILITY LINE, POLES, ANCHORCABLES - COORDINATE WITH UTILITY SERVICE PROVIDER1.6.REMOVE SIGN AND POST1.7.REMOVE SANITARY SEWER1.8.REMOVE STORM SEWER1.9.REMOVE CULVERT1.10.REMOVE BITUMINOUS PAVEMENT1.11.SAWCUT PAVEMENT1.12.REMOVE FES1.13.CONTRACTOR TO REMOVE EXISTING ZAYO FIBER OPTICLINE - LINE PREVIOUSLY ABANDONED1.14.REMOVE CATCH BASIN MANHOLE2.PROTECT ITEM2.1.PROTECT EXISTING STORM SEWER AND STRUCTURES2.2.PROTECT EXISTING SANITARY SEWER AND STRUCTURES2.3.PROTECT EXISTING WATERMAIN AND APPURTENANCES2.4.PROTECT OVERHEAD UTILITY LINE AND ALLAPPURTENANCES2.5.PROTECT EXISTING BITUMINOUS PAVEMENT2.6.PROTECT EXISTING CURB AND GUTTER2.7.PROTECT EXISTING UNDERGROUND COMMUNICATIONSLINE3.EROSION CONTROL ITEM3.1.INLET PROTECTION - SEE DETAIL 4/C-804 AND 604/C-8043.2.CULVERT END PROTECTION - SEE DETAIL 3/C-8043.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 605/C-8043.4.TREE PROTECTION (TYP.) - SEE DETAIL LP1.0/C-8033.5.SILT FENCE - SEE DETAIL 601/C-8043.5.1.DOUBLE SILT FENCE3.6.TEMPORARY SEDIMENT TRAP - SEE DETAIL 5/C-8043.7.ROCK CHECK DAM - SEE DETAIL 2/C-8043.8.TEMPORARY DIVERSION DITCHKEYNOTES#