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EXISTING BITUMINOUS <br />PARKING LOT <br />CONSTRUCT <br />CURB CUT <br />EX. CB <br />RIM:903.38 <br />INV: 898.06 <br />EXISTING BITUMINOUS <br />PARKING LOT <br />-1 <br />PROPOSED PROPERTY <br />LINE (TYP.) <br />18" FES v <br />INV:899.00 <br />CONSTRUCT <br />CURB CUT <br />10 LF - 18" PVC <br />@0.00% <br />n � <br />TRENCH DRAINS <br />THROUGH SIDEWALK AT <br />ROOF DRAIN LOCATIONS <br />EX. CB <br />RIM:901.82� <br />INV: 898.27 <br />0 <br />28 LF - 12" HDPE <br />@0.50% <br />�q STMH-2 <br />RIM:901.50 <br />18" INV:899.00 (E,W) oz� <br />12" INV: 899.00 (N) / <br />COORDINATE WITH LOCAL GAS COMPANY <br />FOR LOCATION AND CONNECTION OF <br />PROPOSED 1-1/4" GAS LINE <br />�9 78 LF - 18" PVC @0.00% <br />oy EQUALIZATION CULVERT <br />9 <br />r� r0 CB-2 < <br />RIM:901.50 <br />INV:899.00 <br />oy `�0 <br />0 <br />18" FES <br />FOO& INV:899.0 <br />CONSTRUCT <br />' D CURB CUT <br />BUILDING CONNECTION <br />INV:895.44 <br />2" 450 BEND <br />NOTES: <br />1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN <br />ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ <br />OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING <br />LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN <br />OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. <br />2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION <br />SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND <br />ELECTRICAL CONTRACTORS. <br />3. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. <br />4. SEE WATER DETAILS FOR ADDITIONAL INFORMATION. <br />5. WATER LINES SHALL MAINTAIN A MINIMUM OF 10' OF SEPARATION FROM <br />SANITARY SEWER AND STORM SEWER INFRASTRUCTURE. <br />6. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING <br />FOR UNIT'S CONNECTION. <br />7. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. <br />8. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. <br />9. SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. <br />10. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE <br />MINNESOTA STATE PLUMBING CODE. <br />11. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE <br />PLUMBING CODE. <br />12. ALL IMPROVEMENTS SHALL REMAIN VISIBLE FOR INSPECTION. <br />13. INSTALL NYLOPLAST DRAIN BASIN IN ACCORDANCE WITH THE MANUFACTURER'S <br />SPECIFICATIONS. <br />14. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. <br />1-800-252-1166 <br />15. USE OF MUNICIPAL WATER SUPPLY DURING CONSTRUCTION WILL BE ALLOWED <br />FROM A HYDRANT DESIGNATED BY PUBLIC WORKS NEAR THE SITE. CONTRACTOR <br />SHALL OBTAIN A HYDRANT METER FROM PUBLIC WORKS TO RECORD WATER <br />USAGE AND PAY THE ASSOCIATED DEPOSITS AND FEES FOR THE USE OF THE <br />HYDRANT, METER, AND WATER CONSUMPTION. <br />16. CONNECTION TO EXISTING UTILITY STRUCTURES SHALL BE PERFORMED UNDER <br />SUPERVISION OF MOUNDS VIEW PUBLIC WORKS STAFF. CONTRACTOR SHALL <br />COORDINATE INSPECTION WITH MOUNDS VIEW PUBLIC WORKS. <br />17. CONNECTION TO THE WATERMAIN SHALL BE PERFORMED UNDER SUPERVISION <br />OF MOUNDS VIEW PUBLIC WORKS STAFF. CONTRACTOR SHALL COORDINATE <br />INSPECTION WITH MOUNDS VIEW PUBLIC WORKS. <br />INFILTRATION BASIN IB-1 <br />0 BOTTOM EL:899.00 <br />TOP ELEVATION 901.00 <br />OS-1 (SEE DETAILS) <br />EX 27a RCP Q-<- I 14 LF - 27" RCP <br />�a @0.50% <br />a� o 0 <br />30" HDPQ�Q� a STMH-1 <br />E��� ��° 8 RIM:901.82 <br />INV:898.27 <br />ytiao° CONNECT TO EXISTING 27" RCP <br />o�° 8 40 LF - 15" RCP <br />J yyyX @0.50% <br />0 0 o a RIM:902.25 <br />INV:898.47 <br />CORE DRILL INTO EXISTING MANHOLE <br />EX. 8" PVC INV:899.46 <br />EX. MH <br />RIM:904.56 <br />EX. 8" DIP INV:898.79 <br />211 LF - 1.5" PE WATER <br />SERVICE @8' MIN. BURY <br />201 LF - 2" PVC SANITARY SEWER <br />SERVICE @2.00 <br />0-0 <br />BENCHMARK #1 <br />J TOP NUT OF HYDRANT <br />ELEV: 905.68 <br />(2) 2" 45° BENDS <br />1.5" CURB STOP <br />-I I I <br />WET TAP EXISTING 8" DIP <br />-- WATERMAIN (FIELD VERIFY <br />LOCATION, ELEVATION, - ---- <br />SIZE, & MATERIAL) <br />Nq <br />j <br />UTILITY LEGEND <br />= EXISTING HYDRANT <br />= PROPOSED HYDRANT <br />= EXISTING CURB STOP <br />9 <br />= PROPOSED CURB STOP <br />= EXISTING GATE VALVE <br />H <br />= PROPOSED GATE VALVE <br />O <br />= EXISTING SANITARY MANHOLE <br />• <br />= PROPOSED SANITARY MANHOLE <br />0 <br />= EXISTING CLEANOUT <br />= PROPOSED CLEANOUT <br />co <br />D <br />= EXISTING STORM MANHOLE <br />• <br />= PROPOSED STORM MANHOLE <br />❑ <br />= EXISTING CATCH BASIN <br />® <br />= PROPOSED CATCH BASIN <br />= EXISTING CULVERT APRON <br />= PROPOSED CULVERT APRON <br />= EXISTING WATER LINE <br />= PROPOSED WATER LINE <br />I <br />= EXISTING SANITARY LINE <br />-FNq <br />PROPOSED SANITARY FORCE MAIN <br />Q <br />= EXISTING STORM LINE <br />= PROPOSED STORM LINE <br />DESCRIPTION <br />STRUCTURE TYPE <br />CB-1 <br />MNDOT STORM CATCH BASIN DES G <br />CB-2 <br />24" NYLOPLAST DRAIN BASIN <br />STMH-1 <br />MNDOT STORM MANHOLE 60-4020 <br />STMH-2 <br />30" NYLOPLAST DRAIN BASIN <br />OS-1 <br />MNDOT STORM MANHOLE 48-4020 <br />0 20' 40' <br />BENCHMARK INFORMATION: <br />BENCHMARK #1: TOP NUT OF HYDRANT SOUTHEAST OF SITE <br />ELEV: 905.68 <br />DESIGN*TREE <br />engineering + land surveying <br />St. Cloud I Alexandria I Rogers <br />320-217-5557 <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />PRINTED NAME: MICHAEL J. GERBER <br />DATE: 03-11-21 LICENSE #: 56653 <br />CARIBOU CABIN <br />MOUNDS VIEW, MN <br />55112 <br />THIS DRAWING AND THE INFORMATION THEREIN IS <br />THE PROPERTY OF DESIGN TREE ENGINEERING INC. <br />USE BY THE HOLDER OR DISCLOSURE TO OTHERS <br />WITHOUT THE PERMISSION OF DESIGN TREE <br />ENGINEERING INC. IS PROHIBITED. IT CONTAINS <br />PROPRIETARY AND CONFIDENTIAL INFORMATION OF <br />DESIGN TREE ENGINEERING INC. REPRODUCTION OF <br />THE MATERIAL HEREIN WITHOUT WRITTEN <br />ERMISSION OF DESIGN TREE ENGINEERING INC. <br />VIOLATES THE COPYRIGHT LAWS OF THE UNITED <br />STATES AND WILL SUBJECT THE VIOLATORS TO <br />LEGAL PROSECUTION. <br />COPYRIGHT @ 2021 BY DESIGN TREE ENGINEERING <br />DRAWN BY: MJG <br />CHECKED BY: JEA <br />PROJECT NO.: 10521001 <br />NO. <br />DATE <br />DESCRIPTION <br />1 <br />06/11/21 <br />PERMIT SUBMITTAL <br />2 <br />06/16/21 <br />REV. SUBMITTAL <br />UTILITY PLAN <br />DRAWING NO. <br />C401 <br />