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PAD 30'x70' <br />LO = 853.2 <br />LL = 849.7 <br />1 <br />FBLO <br />FF = 859.7 <br />G = 857.7 <br />MARION <br />STREET <br />S. M <br />C <br />C <br />A <br />R <br />R <br />O <br />N <br />S <br /> <br />B <br />L <br />V <br />D <br />.GALTIER ST.EXISTING WETLAND <br />(DELINEATION LINE BY <br />ANDERSON ENGINEERING) <br />G = <br />8 <br />6 <br />4 <br />. <br />6 <br />FF = <br /> <br />8 <br />6 <br />6 <br />. <br />6 <br />17 <br />FB <br />W <br />O <br />WO <br />= <br /> <br />8 <br />5 <br />6 <br />. <br />6 <br />PAD <br /> <br />3 <br />5 <br />' <br />x <br />6 <br />5 <br />' <br />G = <br />8 <br />6 <br />4 <br />. <br />2 <br />FF = <br /> <br />8 <br />6 <br />6 <br />. <br />2 <br />18 <br />FB <br />W <br />O <br />WO <br />= <br /> <br />8 <br />5 <br />6 <br />. <br />2 <br />PAD <br /> <br />3 <br />5 <br />' <br />x <br />7 <br />0 <br />' <br />G = <br />8 <br />6 <br />3 <br />. <br />5 <br />FF <br />= <br /> <br />8 <br />6 <br />5 <br />. <br />5 <br />19 <br />FB <br />W <br />O <br />WO <br />= <br /> <br />8 <br />5 <br />5 <br />. <br />5 <br />PAD <br /> <br />3 <br />5 <br />' <br />x <br />7 <br />0 <br />' <br />G = <br />8 <br />6 <br />2 <br />. <br />5 <br />FF = <br /> <br />8 <br />6 <br />4 <br />. <br />5 <br />20 <br />FB <br />W <br />O <br />WO <br />= <br /> <br />8 <br />5 <br />4 <br />. <br />5 <br />PAD <br /> <br />3 <br />5 <br />' <br />x <br />6 <br />5 <br />'PAD 30 <br />'x70 <br />'WO = <br /> 852 <br />.515FBWOFF = <br /> 862 <br />.5G = <br /> 860 <br />.5 <br />P <br />A <br />D <br /> <br />3 <br />0 <br />' <br />x <br />7 <br />0 <br />'WO <br /> <br />= <br /> <br />8 <br />5 <br />2 <br />. <br />5 <br />1 <br />4 <br />F <br />BW <br />O <br />F <br />F <br /> <br />= <br /> <br />8 <br />6 <br />2 <br />. <br />5 <br />G <br /> <br />= <br /> <br />8 <br />6 <br />0 <br />. <br />5 <br />P <br />A <br />D <br /> <br />3 <br />0 <br />' <br />X <br />7 <br />0 <br />'WO <br /> <br />= <br /> <br />8 <br />5 <br />3 <br />. <br />5 <br />1 <br />3 <br />F <br />BW <br />O <br />F <br />F <br /> <br />= <br /> <br />8 <br />6 <br />3 <br />. <br />5 <br />G <br /> <br />= <br /> <br />8 <br />6 <br />1 <br />. <br />5 <br />PA <br />D <br /> <br />3 <br />4 <br />' <br />x <br />5 <br />5 <br />' <br />WO <br />= <br /> <br />8 <br />5 <br />6 <br />. <br />0 <br />6 <br />FB <br />W <br />O <br />FF <br />= <br /> <br />8 <br />6 <br />6 <br />. <br />0 <br />G = <br />8 <br />6 <br />4 <br />. <br />0 <br />PAD <br /> <br />3 <br />0 <br />' <br />x <br />7 <br />0 <br />' <br />WO <br />= <br /> <br />8 <br />5 <br />6 <br />. <br />1 <br />10 <br />FB <br />W <br />O <br />FF <br />= <br /> <br />8 <br />6 <br />6 <br />. <br />1 <br />G = <br />8 <br />6 <br />4 <br />. <br />1 <br />PA <br />D <br /> <br />3 <br />0 <br />' <br />x <br />7 <br />0 <br />' <br />WO <br />= <br /> <br />8 <br />5 <br />6 <br />. <br />5 <br />9 <br />FB <br />W <br />O <br />FF = <br /> <br />8 <br />6 <br />6 <br />. <br />5 <br />G = <br />8 <br />6 <br />4 <br />. <br />5 <br />PAD <br /> <br />3 <br />0 <br />' <br />x <br />6 <br />5 <br />' <br />WO <br />= <br /> <br />8 <br />5 <br />7 <br />. <br />0 <br />8 <br />FB <br />W <br />O <br />FF <br />= <br /> <br />8 <br />6 <br />7 <br />. <br />0 <br />G = <br />8 <br />6 <br />5 <br />. <br />0 <br />PA <br />D <br /> <br />3 <br />0 <br />' <br />x <br />7 <br />0 <br />' <br />WO <br />= <br /> <br />8 <br />5 <br />5 <br />. <br />1 <br />11 <br />FB <br />W <br />O <br />FF = <br /> <br />8 <br />6 <br />5 <br />. <br />1 <br />G = <br />8 <br />6 <br />3 <br />. <br />1 <br />PA <br />D <br /> <br />3 <br />0 <br />' <br />x <br />7 <br />0 <br />' <br />WO <br />= <br /> <br />8 <br />5 <br />4 <br />. <br />1 <br />12 <br />FB <br />W <br />O <br />FF <br />= <br /> <br />8 <br />6 <br />4 <br />. <br />1 <br />G = <br />8 <br />6 <br />2 <br />. <br />1 <br />PAD <br /> <br />3 <br />4 <br />' <br />x <br />5 <br />5 <br />' <br />WO <br />= <br /> <br />8 <br />5 <br />4 <br />. <br />5 <br />5 <br />FB <br />W <br />O <br />FF <br />= <br /> <br />8 <br />6 <br />4 <br />. <br />5 <br />G = <br />8 <br />6 <br />2 <br />. <br />5 <br />PAD 30'x65' <br />LO = 855.0 <br />LL = 851.5 <br />3 <br />FBLO <br />FF = 861.5 <br />G = 859.5 <br />PAD 30'x70' <br />LO = 854.0 <br />LL = 850.5 <br />2 <br />FBLO <br />FF = 860.5 <br />G = 858.5 <br />PAD 30'x70'WO = 852.516FBWOFF = 862.5G = 860.5PAD <br />3 <br />4 <br />' <br />x <br />5 <br />5 <br />' <br />WO <br />= <br /> <br />8 <br />5 <br />3 <br />. <br />0 <br />4 <br />FBW <br />O <br />FF = <br />8 <br />6 <br />3 <br />. <br />0 <br />G = 8 <br />6 <br />1 <br />. <br />0 <br />PA <br />D <br /> <br />3 <br />0 <br />' <br />x <br />6 <br />0 <br />' <br />WO <br />= <br /> <br />8 <br />5 <br />7 <br />. <br />0 <br />7 <br />FB <br />W <br />O <br />FF <br />= <br /> <br />8 <br />6 <br />7 <br />. <br />0 <br />G = <br />8 <br />6 <br />5 <br />. <br />0 <br />MCCARRONS LAKE <br />ORDINARY HIGH WATER 842.39 FEET (NAVD 88) <br />CO <br />CO CO <br />CO <br />CO <br />CO <br />CO <br />FES-201 <br />INV 847.50 <br />18 LF - 12" HDPE @ -2.71% <br />OCS-202 <br />RIM 852.40 <br />I. 848.00 (12" SE) <br />I. 848.00 (12" N) <br />16 LF - 12" HDPE @ 3.71% <br />STMH-203 <br />RIM 851.93 <br />I. 847.40 (12" S) <br />CB-105 <br />RIM 855.26 <br />I. 852.50 (12" S) <br />26 LF - 12" HDPE @ 0.77% <br />CBMH-104 <br />RIM 855.26 <br />I. 852.30 (12" N) <br />I. 852.20 (12" S) <br />W/ 2.00' SUMP <br />17 LF - 12" HDPE @ 1.20% <br />FES-102 <br />INV 853.40 <br />FES-101 <br />INV 851.00 <br />22 LF - 12" HDPE @ 10.89% <br />STMH-306 <br />RIM 856.60 <br />I. 850.60 (12" E) <br />I. 850.53 (18" N) <br />I. 850.53 (18" S) <br />46 LF - 12" HDPE @ 0.22% <br />FES-305 <br />INV 850.70 <br />FES-301 <br />INV 847.00 <br />120 LF - 12" <br /> <br />H <br />D <br />P <br />E <br /> <br />@ <br /> <br />1 <br />. <br />1 <br />7 <br />% <br />CB-302 <br />RIM 850.51 <br />I. 848.40 (12" W) <br />FES-303 <br />INV 853.90 <br />24 LF - 8" HDPE @ 1.65%FES-304 <br />INV 854.30 <br />CB-403 <br />RIM 857.16 <br />I. 854.00 (12" E) <br />STMH-402 <br />RIM 855.77 <br />I. 849.80 (12" SW) <br />I. 849.80 (12" W) <br />I. 848.70 (12" SE) <br />W/ 2.00' SUMP <br />78 LF - 12" HDP <br />E <br /> <br />@ <br /> <br />5 <br />. <br />3 <br />6 <br />% <br />51 LF - 12" HDPE @ 2.36% <br />FES-401 <br />INV 847.50 <br />FES-404 <br />INV 847.50 <br />27 LF - 12" <br />HDPE @ -2.95% <br />137 LF - 15" <br />HDPE @ 4.00% <br />STMH-406 <br />RIM 847.55 <br />I. 842.83 (15" S) <br />I. 842.73 (15" NW) <br />31 LF - 15" HDPE @ 4.00% <br />STMH-407 <br />RIM 846.51 <br />I. 841.48 (15" SE) <br />I. 841.38 (15" NE) <br />I. 841.58 (12" NW) <br />26 LF - 15" HDPE @ 4.59% <br />51 LF - 12" HDPE @ 4.78% <br />CB-408 <br />RIM 850.10 <br />I. 844.00 (12" SE) <br />SAN MH-3 <br />RIM 862.30 <br />I. 852.20 (8" E) <br />271 <br />L <br />F <br /> <br />- <br /> <br />8 <br />" <br /> <br /> <br />S <br />D <br />R <br /> <br />3 <br />5 <br /> <br />P <br />V <br />C <br /> <br />@ <br /> <br />1 <br />. <br />2 <br />9 <br />% <br />SAN MH-2 <br />RIM 860.37 <br />I. 848.70 (8" W) <br />I. 848.60 (8" SE) <br />62 LF - 8" HDPE @ 5.30% <br />SAN MH-1 <br />RIM 858.76 <br />I. 845.30 (8" NW) <br />I. 845.20 (8" SW) <br />50 LF - 8" HDPE @ 3.18% <br />FES-103 <br />INV 852.00 <br />NE <br />W <br /> <br />6 <br />" <br /> <br />D <br />I <br />P <br /> <br />W <br />. <br />M <br />. <br />NEW 6" DIP W.M.NEW 6" <br /> DIP <br /> W <br />.M <br />. <br />4" PERFORATED <br />DRAINTILE <br />4" PERFORATED <br />DRAINTILE <br />4" PERFORATED <br />DRAINTILE <br />OCS-405 <br />INV 848.30 <br />INV 848.30 <br />EXISTING WETLAND <br />BACK-TO-BACK 100 YR <br />HWL = 850.61 <br />(DELINEATION LINE BY <br />ANDERSON ENGINEERING) <br />0 30' 60' <br />N <br />C6 <br />LEGEND <br />PROPERTY LIMITS <br />CONSTRUCTION LIMITS <br />EXISTING WATERMAIN <br />EXISTING SANITARY SEWER <br />EXISTING STORM SEWER <br />PROPOSED WATERMAIN <br />PROPOSED SANITARY SEWER <br />PROPOSED STORM SEWER <br />PROPOSED DRAINTILE <br />PROPOSED WATERMAIN <br />FITTING <br />PROPOSED SANITARY <br />MANHOLE AND CLEANOUT <br />PROPOSED STORM INLETS <br />CO <br />KEY NOTES <br />CONTRACTOR NOTES <br />1. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE SOIL ENGINEER UNLESS DIRECTED <br />OTHERWISE. <br />2. ALL CONSTRUCTION SHALL COMPLY WITH MOST CURRENT CITY OF ROSEVILLE SPECIFICATIONS, THE 2016 <br />EDITION OF MNDOT STANDARD CONSTRUCTION SPECIFICATIONS (INCLUDING SUPPLEMENTS), AND THE <br />C.E.A.M. STANDARD SPECIFICATIONS-2013 EDITION UNLESS DIRECTED OTHERWISE. <br />3. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE MUNICIPAL, WATERSHED DISTRICT, COUNTY, MPCA, <br />DEPT. OF HEALTH, AND MNDOT PERMITS. <br />4. THE LOCATION AND TYPE OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION <br />ONLY. THE INFORMATION IS NOT WARRANTED TO BE ACCURATE OR COMPLETE. THE CONTRACTOR, IN <br />COOPERATION WITH THE APPROPRIATE UTILITY COMPANY OR MUNICIPALITY, IS RESPONSIBLE FOR VERIFYING <br />THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. <br />5. PROVIDE MINIMUM 10' HORIZONTAL & 18" VERTICAL SEPARATION OF ALL WATER SERVICE CROSSINGS FROM <br />STORM OR SANITARY SEWER. <br />6. ALL JOINTS & CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE WATER TIGHT. APPROVED RESILIENT <br />RUBBER JOINTS MUST BE USED TO MAKE WATER TIGHT CONNECTIONS TO MANHOLES AND CATCH BASINS. <br />7. ALL WATER SERVICE AND SANITARY SEWER PIPE SHALL BE INSTALLED WITH 8' MINIMUM COVER FROM <br />FINISHED GRADE. WHERE COVER DEPTHS CANNOT BE ACHIEVED, WATERMAIN SHALL BE INSULATED PER <br />C.E.A.M. SPECIFICATIONS. CONTRACTOR SHALL CONTACT ENGINEER IF THERE ARE AREAS WHERE MINIMUM <br />COVER DEPTH CANNOT BE MET. <br />8. CONTRACTOR SHALL VERIFY EXISTING SERVICE SIZE AND MATERIALS PRIOR TO CONSTRUCTION. ALL <br />INSTALLED PIPE WILL REQUIRE TESTING PER CITY AND STATE REQUIREMENTS. THIS WILL INCLUDE, AT A <br />MINIMUM, PRESSURE TESTING, AS WELL AS TESTING FOR BACTERIA AND PROPER DISINFECTING. <br />9. SANITARY SEWER PIPE MATERIAL SHALL BE PVC SDR 35 UNLESS SPECIFIED ON PLANS. CONTRACTOR SHALL <br />VERIFY EXISTING SERVICE SIZE AND MATERIALS PRIOR TO CONSTRUCTION. ALL INSTALLED SANITARY SEWER <br />PIPE WILL REQUIRE TESTING PER CITY AND C.E.A.M. STANDARDS. THIS WILL INCLUDE, AT A MINIMUM, LEAKAGE <br />AND ALIGNMENT TESTING. <br />10. SUBSTITUTIONS FROM INFO SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF <br />RECORD. <br />11. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE <br />LINE MUST BE TESTED IN ACCORDANCE WITH MINNESOTA RULES, CHAPTER 4714, SECTION 1109.0. <br />12. PVC SANITARY SEWER MUST MEET ASTM STANDARDS LISTED IN MINNESOTA RULES, CHAPTER 4714, TABLE <br />701.1 AND INSTALLATION STANDARD 1. FITTINGS MUST COMPLY WITH ASTM D1866, D2665, OR F794 <br />RESPECTIVELY. JOINTS MUST BE APPROVED MECHANICAL OR PUSH-ON UTILIZING ELASTOMERIC SEAL, OR <br />SOLVENT WELDING USING ASTM F656 AND ASTM D2564. THE INSTALLATION MUST COMPLY WITH ASTM D2321. <br />13. STORM SEWERS MUST MEET ASTM F714 (SEE MINNESOTA RULES, CHAPTER 4714, SECTION 1102.4 AND <br />INSTALLATION STANDARD 1). WATER TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS, INCLUDING <br />STRUCTURES. THE INSTALLATION MUST COMPLY WITH ASTM D2321. <br />14. DEFLECTION TESTING & TELEVISING SHALL BE CONDUCTED AFTER FINAL BACKFILL HAS BEEN IN PLACE FOR 3 <br />DAYS. <br />INSTALL RIP-RAP AT FES LOCATION. SEE <br />DETAIL ST-5/C12 <br />INSTALL RIP-RAP AT EMERGENCY OVER <br />FLOW LOCATION <br />CONNECT TO EXISTING SANITARY MANHOLE <br />VIA CORE DRILL @ ELEV. 843.60. <br />CUT EX 6" WM, INSTALL GV, 90° & 22.5° BEND. <br />INSTALL NEW HYDRANT WITH 6" G.V. SEE <br />DETAIL W1/C12 <br />CUT AND CAP EXISTING 6" CIP W.M. AT <br />LOCATION SHOWN. EX WM TO BE <br />ABANDONED IN-PLACE. <br />CONNECT TO EXISTING 6" CIP W.M. & <br />INSTALL 6" G.V. <br />INSTALL 6X6 TEE WITH 6" G.V. <br />CONSTRUCT STMH-306 OVER EXISTING 18" <br />RCP STORM PIPE <br />CONNECT TO EXISTING STORM MANHOLE <br />AT ELEVATION 840.50 <br />TYPICAL WATER & SANITARY SERVICE <br />INSTALLATION <br />RELAY WATERMAIN TO 8' BURY DEPTH <br />INSTALL 6X6 TEE WITH NEW HYDRANT AND <br />6" G.V. SEE DETAIL W1/C12 <br />INSTALL DRAINTILE CLEAN OUT (TYP.) SEE <br />DETAIL ST-16/C12 <br />COORDINATE W/ UTILITY COMPANY <br />TO REMOVE/RELOCATE EXISTING <br />OVERHEAD POWER FOR GRADING IN AREA. <br />REPLACE CONC. C&G AND PAVEMENT <br />IN-KIND FOR INSTALLATION OF STMH-306. <br />INSTALL ADA PEDESTRIAN RAMP. SEE <br />DETAIL 4/C13 <br />CONSTRUCT CONCRETE VALLEY GUTTER. <br />SEE DETAIL P-6/C12 <br />OCS. SEE DETAIL 1/C14 <br />OCS. SEE DETAIL 2/C14 <br />SERVICE UTILITY NOTES <br />1. SANITARY SERVICES TO BE 4" SDR 35 @ <br />2.0% MIN SLOPE, INSTALL RISER TO <br />SURFACE WITH 45° BEND. <br />2. WATER SERVICES TO BE 1" AWWA C901 <br />HDPE <br />3. EXTEND SERVICES 8' BEHIND CURB (TYP.) <br />4. ALL UTILITY WORK TO BE PER CITY OF <br />ROSEVILLE CURRENT STANDARD AND <br />SPECIFICATIONS. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />1 <br />1 <br />1 <br />1 <br />1 <br />2 <br />2 <br />2 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />13 <br />13 <br />13 <br />13 <br />13 <br />13 <br />BASIN A - 4/C14 <br />BASIN B - 4/C14 <br />BASIN C - 4/C14 <br />10 <br />UTILITY PLAN <br />EX. BUILDING <br />FILTRATION SWALE <br />SEE DETAIL 3/C14 <br />EX. BUILDING <br />PROPOSED <br />BITUMINOUS <br />PATH <br />14 <br />15 <br />16 <br />FILTRATION SWALE. SEE <br />DETAIL 3/C14 <br />16 <br />14 <br />FILTRATION SWALE. SEE <br />DETAIL 3/C14 <br />14 <br />15 <br />16 <br />PLOTTED:COMM. NO. <br />DRAWING NO. <br />1/8/21 14957 <br />THE ENCLAVE <br />AT MCCARRONS <br />LAKE <br />1 3 6 0 5 1 s t A v e n u e N . # 1 0 0 <br />Plymouth, MN 55441 | ae-mn .com <br />P 763.412.4000 | F 763.412.4090 <br />Anderson Engineering of Minnesota, LLC <br />DRAWING TITLE <br />CHECKED BY:DRAWN:DESIGNED: <br />BFBF <br />JANUARY 8, 2021 <br />REVISION LOG <br />DESCRIPTION OF REVISIONSNO. DATE <br />210 MCCARRONS BLVD <br />ROSEVILLE, MN 55113 <br />AIRBORNE CONSTRUCTION <br />13605 1ST AVE N #100 <br />PLYMOUTH, MN 55441 <br />PRELIMINARY PLAT <br />PRINT NAME: <br />SIGNATURE: <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE <br />OF MINNESOTA. <br />DATE:LICENSE NO.57224 <br />BRIAN J. FIELD, PE <br />01/08/2021 <br />RA <br />PRELIMINARY PLAT11/8/2021 <br />17 <br />18 <br />19 <br />GENERAL NOTES <br />1. SEE DETAIL 8/C13 FOR STRUCTURE <br />SCHEDULE <br />19 <br />INFILTRATION SWALE. <br />SEE DETAIL 3/C14 <br />18 <br />17 <br />RCA Attachment C <br />Page 4 of 7
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