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1 2 <br />3 <br />4 <br />5 <br />0 <br />6 <br />7 <br />0 <br />E3 <br />A <br />B <br />C <br />0 <br />I? <br />F <br />NEW MANHOLE FRAME & COVER: <br />NEENAH R-3067-C, INLET FRAME AND GRATE <br />NEENAH R-1642, TYPE B LID <br />MINIMUM OF 2, MAXIMUM OF 5 <br />CONCRETE ADJUSTMENT RINGS WITH FULL <br />BED OF MORTAR BETWEEN EACH AND <br />A 4" COLLAR ON THE OUTSIDE. NO SHIMS <br />OF ANY MATERIAL ALLOWED. <br />d ° d INSTALL NEW EXTERNAL CHIMNEY SEAL. <br />d d <br />ADD CONCRETE BARREL RISER IF GREATER <br />THAN 5 ADJUSTMENT RINGS IS REQUIRED. <br />° <br />d REPLACE EXISTING BARREL SECTIONS AS <br />NEEDED TO ACHIEVE PROPOSED RIM ELEVATION. <br />AT PIPE CONNECTIONS: <br />PROVIDE WATERTIGHT CONNECTION <br />(RUBBER BOOT, PSX: DIRECT DRIVE OR APPROVED EQUAL) <br />NOTE: <br />A STRUCTURE ADJUSTMENT SHALL INCLUDE REMOVING AND DISPOSING THE EXISTING CASTING <br />ASSEMBLY, REMOVING EXISTING CONCRETE RINGS TO THE PRECAST SECTION, INSTALLING NEW <br />RINGS AND SALVAGED OR NEW CASTING TO PROPOSED GRADES, CLEANING CASTING FLANGE <br />BY MECHANICAL MEANS TO INSURE A SOUND SURFACE, AND INSTALLING AN EXTERNAL CHIMNEY <br />SEAL FROM CASTING TO PRECAST SECTION. CHIMNEY SEAL SHALL BE INFI-SHIELD, UNI-BAND, OR <br />AN APPROVED EQUAL. <br />MANHOLE STRUCTURE <br />ADJUSTMENT DETAIL <br />BENDS <br />NOT TO SCALE <br />HYDRANTLEADS <br />DENOTES <br />MEGALUGS <br />SLEEVES <br />NOTES: <br />1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS <br />2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS <br />3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT HYDRANTS <br />4. ALL BOLTS INCLUDING T-BOLTS SHALL BE COR-BLUE. <br />TYPICAL MEGALUG AND <br />THRUST BLOCK LOCATIONS <br />NOT TO SCALE <br />NOTES: <br />1.) HYDRANT SPECIFICATIONS PER CITY STANDARDS <br />2.) ALL HYDRANT LEADS SHALL BE VALVED. <br />3.) ONE (1) 5' "HYDRAFINDER" WITH SPRING BASE HYDRANT FLAG <br />PER HYDRANT IS REQUIRED. <br />4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ON <br />ALL HYDRANT LEAD JOINTS BACK TO THE WATERMAIN. <br />5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE" <br />TAGS WHEN INSTALLED. <br />6.) EXTENSIONS INSTALLED GREATER THAN 12" SHALL REQUIRE A <br />NEW SINGLE PIECE HEAVY DUTY VALVE ROD ASSEMBLY. <br />7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON -BREAKABLE <br />COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVES <br />GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM" Z9 <br />OF BREAKOFF SECTION. co i <br />° <br />3'-5' FROM TEE <br />OT IN WHEEL TRAC " <br />z <br />i ~ <br />i <br />MAIN <br />5 <br />C602 <br />U7SCREWTYPE <br />GATE VALVE DETAIL <br />NOT TO SCALE <br />FINISHED SURFACE <br />MECHANICALLY COMPACTED <br />BACKFILL MATERIAL. <br />6" PIPE BEDDING MATERIAL <br />THICKNESS PER PLAN <br />6" PIPE BEDDING MATERIAL. DEPTH SHALL BE <br />MECHANICALLY COMPACTED & LEVELED <br />TO PERMIT PROPER DRAINAGE FOR <br />INSULATION BOARD. <br />PIPE INSULATION DETAIL <br />DECIDUOUS TREE <br />AS PER SCHEDULE <br />4— — <br />I I <br />I I <br />II - <br />I I <br />II <br />II <br />III <br />III <br />COLORED II <br />FLAGS II <br />1 PER WIRE --,,I <br />I I <br />FOLD BACK i t <br />BURLAP AND <br />REMOVE ALL <br />TIES WOR <br />WIRES FROM ---- <br />TOP OF BALL <br />NOT TO SCALE <br />OPTIONAL STAKING <br />METHOD - 6' METAL <br />POSTS AND RUBBER <br />HOSE STRAPS <br />CONIFEROUS TREE <br />AS PER SCHEDULE <br />v <br />HOSE LOOPS <br />- <br />3 GUYS EACH OF <br />10 GAUGE TWISTED <br />WIRE 120 DEGREES <br />APART AROUND TREE <br />TURNBUCKLE <br />6" DEEP MULCH, HOLD <br />BACK 2" FROM STEM. <br />SOD <br />24" STAKE TYP. <br />' <br />'� <br />•.: <br />,La — <br />.', <br />,_, <br />_ <br />III <br />PLACE PLANTING <br />18" <br />MEDIUM SOILS <br />IN <br />EQUALS TWICE BALL <br />SCARIFY ALL SIDES <br />DIAMETER <br />AND BOTTOM OF <br />EXCAVATED HOLE <br />TREE <br />PLANTING <br />DETAIL <br />NOT TO SCALE <br />FOLD BURLAP FROM TOP OF PREPARE SOIL IN THE ENTIRE BED CONTAINER -GROWN PLANT <br />ROOT BALL DOWN INTO GROUND; SET TOP OF BALL SLIGHTLY WITH ROOTS PULLED OUT OF BALL - <br />ABOVE FINISH GRADE COMPLETLY REMOVE CONTAINER. <br />HYDRANT FLAG TO c�, CUT WEED BARRIER FABRIC <br />BE INSTALLED ON 4" DEEP MULCH (DO NOT THE MINIMUM NEEDED FOR <br />THE NOZZLE SECTION PUT MULCH AGAINST PLANTING. <br />BACKFILL TO THE BASE OF THE PLANT <br />BE TAMPED <br />12" TO 18" (FOR <br />LARGER SHRUB <br />w ROOT BALLS \ <br />—SCREW TYPE GROUND LINE <br />O <br />MAKE DEPTH <br />GROOVE <br />VARIABLE <br />~ <br />MIN. 4" DEEPER <br />0 z <br />THAN BALL) <br />i <br />1 CUBIC YARD <br />� w <br />WASHED DRAIN <br />I <br />O z <br />O <br />ROCK COVER <br />cojjj z <br />SCARIFY ALL FACES AND BOTTOM OF <br />WITH 4 MIL <br />i <br />io � L) <br />EXCAVATED HOLE <br />" TO 12' <br />on <br />POLYETHYLENE. <br />o O <br />BALLED AND BURLAPPED PLANT REFER ALSO TO <br />i <br />� O�-- <br />PLACE PLANTING MEDIUM SOILS <br />SPECIFICATIONS FOLD BACK BURLAP AND REMOVE ALL <br />O ~ <br />O <br />TIES WOR WIRES FROM TOP OF BALL. <br />- <br />_ <br />00 <br />NOTES <br />1. FOR CONTAINER -GROWN SHRUBS, USE FINGERS OR SMALL <br />3. CONFIRM THAT WATER DRAINS OUT OF THE SOIL DURING <br />HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER <br />THE PLACEMENT PHASE; ALTER DRAINAGE SYSTEMS AS <br />d° da <br />OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT <br />REQUIRED. <br />\\/%\/%\/%\%�. <br />\\�\\/\\�\\' <br />CIRCLE THE PERIMETER OF THE CONTAINER. <br />EGA LUG" "MEGA LUG <br />4. IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BE <br />2. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA <br />PRUNED AT THE BRANCH BARK RIDGE, NOT FLUSH WITH THE <br />8" CONCRETE BLOCK ­/UNDISTURBED <br />SOIL <br />SPORES IN THE SOIL IMMEDIATELY AROUND THE ROOT BALL <br />BARK. <br />AT RATES SPECIFIED BY THE MANUFACTURER. <br />HYDRANT & GATE VALVE <br />INSTALLATION DETAIL <br />SHRUB <br />PLANTING DETAIL <br />NOT TO SCALE <br />NOT TO SCALE <br />INTERLOCKING BOARDS SECTION DETAIL <br />S� <br />B 15:5" FACE TO <br />C -__ 6'_ ' POST SI' <br />p 12'-0° • PWT LEI <br />NOTES. <br />I. SF ECIFICATI <br />2. FOOTING 'AIL - - <br />15 -6 <br />--- _ --- 'B' FACE 1'0 FACE <br />El a roa■ri ■ a+r ru <br />SUBMITTED BY: SUBMITTED` O: PRIVACY' SERIES - DOLOLE SWING GATE C TRAeTa+l~ <br />ARCHITECT <br />JOB.1PP ]JEGT <br />EIGM+IE EFL <br />NOTES: <br />1. FIELD VERIFY GATE DIMENSIONS PRIOR TO ORDERING MATERIALS. <br />TRASH ENCLOSURE GATE <br />NOT TO SCALE <br />IRONWORLD FENCING.ICOM <br />DMMG NO. <br />IWF 1000 <br />WBL <br />TRANSPORTATION <br />FACILITY <br />13411 Fenway Blvd N <br />Hugo, MN 55038 <br />INDEPENDENT SCHOOL <br />DISTRICT #624 <br />4855 Bloom Avenue <br />White Bear Lake, MN 55110 <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldae.com 1 651 227 7773 <br />Larson <br />Engineering, Inc. <br />3524 Labore Road <br />White Bear Lake, MN 55110 <br />651.481.9120 (f) 651.481.9201 <br />www.larsonengr.com <br />© 2020 Larson Engineering, Inc. All rights reserved. <br />I hereby certify that this plan, specifications or report <br />was prepared by me or under my direct supervision <br />and that I am a duly licensed Professional Engineer <br />under the laws <br />of the state of Minnesota. <br />Greg A. Buchal, P.E. <br />Date: 08.14.20 Lic. No.: 23793 <br />Revisions <br />Description <br />Date <br />Num <br />Addendum 1 <br />August 26, 2020 <br />1 <br />Addendum 2 <br />September 1, 2020 <br />2 <br />City Comments <br />September 30, 2020 <br />3 <br />Comm: 12196171 <br />Date: 08.14.2020(D <br />Drawn: MTH <br />Check: GAB North <br />DETAILS <br />0 <br />0 <br />0 <br />0 <br />C602 <br />