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FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO <br />FO <br />FO FO FO <br />FO FOlllllllllllllllllllFOFOFOFOFOFO <br />lOHE <br />OHE <br />OHE <br />OHE <br />OHE <br />OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEUGE UGE UGE UGE UGE UGEUGEUGEFOFOFOFOFOFOFOGASGASGASGASllllllllllllllllllllllllllll >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 @ 2020 BY DESIGN TREE ENGINEERING <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 />DRAWING NO. <br />DRAWN BY: <br />CHECKED BY: <br />PROJECT NO.: <br />NO.DATE DESCRIPTIONPRELIMINARY:NOT F <br />O <br />R <br />CONSTRUCTIONDATE:LICENSE #: <br />PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\000 - MISC 20\00020057 - 3725 STINSON BLVD APARTMENTS\CONSTRUCTS\CIVIL\00020057-C-BASE PROPOSED.DWG #### 11/17/2020JEREMY E. ANDERSON <br />44223 <br />00020057 <br />3725 STINSON <br />BLVD <br />APARTMENTS <br />ST. ANTHONY, MN <br />11/17/20 <br />RJK <br />JEA <br />= EXISTING HYDRANT <br />= EXISTING CURB STOP <br />= EXISTING GATE VALVE <br />= EXISTING SANITARY MANHOLE <br />= EXISTING CLEANOUT <br />= EXISTING STORM MANHOLE <br />= EXISTING CATCH BASIN <br />= EXISTING CULVERT APRON <br />= EXISTING WATER LINE <br />= EXISTING SANITARY LINE <br />= EXISTING STORM LINE <br />0 20'40' <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. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. <br />1-800-252-1166 <br />= PROPOSED HYDRANT <br />= PROPOSED CURB STOP <br />= PROPOSED GATE VALVE <br />= PROPOSED SANITARY MANHOLE <br />= PROPOSED CLEANOUT <br />= PROPOSED STORM MANHOLE <br />= PROPOSED CATCH BASIN <br />= PROPOSED CULVERT APRON <br />= PROPOSED WATER LINE <br />= PROPOSED SANITARY LINE <br />= PROPOSED STORM LINE <br />=PROPOSED UNDERDRAIN <br />CO <br />D <br />lUTILITY LEGEND <br />l>DESCRIPTION <br />CB-1 <br />CB-2 <br />STMH-1 <br />STMH-2 <br />STMH-3 <br /> 0S-1 <br />STRUCTURE TYPE <br />ST. ANTHONY DETAIL SD-1 STORM CATCH BASIN <br />ST. ANTHONY DETAIL SD-1 STORM CATCH BASIN <br />ST. ANTHONY DETAIL SD-2 48" STORM MANHOLE <br />30" NYLOPLAST AREA DRAIN <br />30" NYLOPLAST AREA DRAIN <br />SEE DETAILS <br />UTILITY PLAN <br />C401 <br />38TH AVENUE NE <br />STINSON BLVDPROPOSED BUILDING <br />FFE=960.50 <br />CB-2 <br />RIM:958.00 <br />INV:953.55 <br />SUMP:950.55 <br />CB-1 <br />RIM:957.50 <br />INV:953.70 <br />SUMP:950.70 <br />CORE DRILL AND CONNECT <br />TO EXISTING CATCH BASIN <br />INV:952.10 <br />54 LF - 12" RCP <br />@ 0.50% <br />36 LF - 12" PVC <br />@ 0.50% <br />CONNECT TO EXISTING 6" GATE VALVE <br />(FIELD VERIFY LOCATION, ELEVATION, <br />SIZE, & MATERIAL) <br />27 LF - 6" PVC C900 <br />@ 8' MIN. BURY <br />29 LF - 6" PVC SANITARY <br />SEWER SERVICE <br />@ 2.00% MIN. <br />STMH-1 <br />RIM:957.58 <br />INV:953.37 NE <br />INV:952.37 E,SW <br />CONNECT TO EXISTING 6" SANITARY <br />SEWER SERVICE STUB (FIELD VERIFY <br />LOCATION, ELEVATION, SIZE, & <br />MATERIAL) <br />6" CLEANOUT WITHIN <br />5' FROM BUILDING <br />32 LF - 8" PVC <br />@ 1.00% <br />CONNECT TO ROOF DRAIN <br />(SEE ARCHITECTURAL) <br />OS-1 <br />RIM:958.23 <br />INV:953.55 <br />STMH-2 <br />RIM:958.30 <br />INV:953.55 <br />STMH-3 <br />RIM:958.08 <br />INV:953.55 <br />INSERTA TEE <br />INV: 953.90 <br />INSPECTION <br />PORT (TYP.) <br />STORMTECH SC-740 STORMWATER <br />DETENTION SYSTEM <br />BOTTOM SAND EL:952.55 <br />6" PERF. UNDERDRAIN INV:952.55 <br />BOTTOM STONE EL:953.05 <br />BOTTOM CHAMBER EL:953.55 <br />(SEE STORMTECH DETAILS) <br />29 LF - 12" PVC <br />@ 0.50% <br />36 LF - 12" PVC <br />@ 0.50% <br />8 LF - 12" PVC <br />@0.00% <br />12"x6"x6" TRIWYE <br />(2) 6" 45° BENDS <br />12" CLEANOUT <br />INV:952.55 <br />SEE STORMTECH DETAILS <br />FOR UNDERDRAIN DETAILS <br />82