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<br /> FpC'�, CLEANOUTS IN LANDSCAPE AREAS
<br /> 2 BASKETS WITH 400 MICRON FILTER TO BE SET 2" BELOW FINISH GRADE INSTALL METER BOX AND COVER (FORD A-1) o
<br /> PLO �pP� BAGS. TO BE CHECKED PERIODICALLY AND PRECAST INVERT SHOULD BE 1/2 o a
<br /> p 400 MICRON FILTER OR APPROVED EQUAL OVER ALL PVC CLEANOUTS
<br /> Q 6�\G o 0 0 0 o S BAG IN EACH BASKET CLEANED OUT AFTER EACH RAIN EVENT DIAMETER OF PIPE AND BENCHES o 0
<br /> O' SLOPED 2" TOWARD INVERT.
<br /> 0 0 0 0 o M/ FITS NEENAH 1642 AND Z E
<br /> /M(iM 1733 FRAMES OR EQUAL LO
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<br /> MANHOLE STEPS SHALL BE PLACED \j�\/\\/�\/\\/\\/\\/\\/\\jam\ O -S
<br /> 0 00 00 00 00 00 0 o a. SO THAT OFFSET HOLE I N TOP S LAB \//\j\\// / / / / /�\//�\ J N
<br /> /////////////////// P.V.C.SOLVENT WELD BY
<br /> IS FACING DOWNSTREAM. \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ L r 0 M rn o
<br /> MIN. 6" OF 1" TO o � o0 0 0 0 // cn
<br /> 2" DIA ROCK o 0 0 0 0 o v F.I.P. SEWER ADAPTOR J
<br /> \ \ \ \ \ \ \ \ \ \ m
<br /> O o 0 0 0 0 ::'.•. ..' a 0 NO BLOCK STRUCTURES ARE ALLOWED \\�/// / / / / / / //\ w
<br /> 0 •••• d a — // //�/%/%/%/%/%/%/% N o
<br /> 0 0 .:.::...•.,....:.. ... :. ••••••• a.. '• ° S U BG RAD E
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<br /> MNDOT STANDARD SPECIFICATION p ��� "' ••••••• a \j\\�\\�\\� o
<br /> 3733 TYPE V PERMEABLE `L
<br /> GEOTEXTILE FABRIC BENEATH ROCK VARIES: GRADE 1" BELOW 10' TRANSITION. \\/�\\/�\\/�\\/�\\/�\\/�\\/�\
<br /> ID
<br /> FULL WIDTH OF EXISTING d / / / / / ///
<br /> DRIVEWAY OPENING OR a MANHOLE FRAME & COVER: SOLVENT JOINT
<br /> 18" MIN. HIGH CUT-OFF BERM TO 20' MIN. WIDTH. d a' d NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, CIRCLE)
<br /> MINIMIZE SILT RUNOFF FROM SITE "' a. NEENAH R-3501-TB, TYPE L GRATE (CB, SURMOUNTABLE) U O
<br /> a NEENAH R-3067, TYPE L GRATE (CB, BARRIER)
<br /> ROCK CONSTRUCTION ENTRANCE NEENAH R-2501, TYPE C GRATE (CB, ROUND OPEN GRATE)
<br /> 1 NEENAH R-3067-C, TYPE C GRATE (CB, FLUSH CURB) J W
<br /> C601 NOT TO SCALE NEENAH R-4353, BEEHIVE GRATE (CB, ROUND BEEHIVE GRATE) cV
<br /> PROFILE PLAN *UNLESS OTHERWISE NOTED '� 0
<br /> " CLEANOUT DETAIL z d L0
<br /> 8 CURLEX SEDIMENT LOGS WOOD STAKE OR SAND BAG MINIMUM OF 2, MAXIMUM OF 5 1� � Z �
<br /> N F RASAF E INLET CONCRETE ADJUSTMENT RINGS WITH FULL C601 > z
<br /> BED OF MORTAR BETWEEN EACH AND NOT TO SCALE W m
<br /> 0 o WOOD STAKE TO ONLY A 4" COLLAR ON THE OUTSIDE. NO SHIMS
<br /> PENETRATE NETTING, ® 5 PROTECTION DEVICE (OR EQ.) OF ANY MATERIAL ALLOWED. 2i 2 w
<br /> 0 o NOT CURLEX MATERIAL C601 a INSTALL NEW EXTERNAL CHIMNEY SEAL. NOTES: LLJ
<br /> NOT TO SCALE D UJ Q Q
<br /> ��c� 6" PRECAST REINFORCED CONCRETE SLAB. 7
<br /> FLOW o o GROUND SLOPE INSTALLATION 1.) GATE VALVE SPECIFICATIONS PER CITY STANDARDS. Z I�
<br /> 1Z g SEAL WITH 2 BEADS OF RAM-NEK. v
<br /> O
<br /> 3o cm) ALL JOINTS IN MANHOLE TO HAVE 4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ON J J
<br /> ALL GATE VALVE LEAD JOINTS BACK TO THE WATERMAIN. < I-_
<br /> • (5cm-12.5cm) 6„ 'O' RING RUBBER GASKETS. 1 U)
<br /> cz (15cm) ° ° 5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE" O
<br /> 1 O C PROPYLENE TAGS WHEN INSTALLED.
<br /> N , y 4 6„ O 5" MIN. MANHOLE STEPS, COPOLYMER POLYPROPYLENE
<br /> �.•.:••,•:•'::'•,:•:"• ((15 cm) PLASTIC, WITH 1/2" GRADE 60 STEEL
<br /> ::::,ff,•:•••:::::•:::.:::• N G
<br /> • • • • • • • • • • a. REINFORCEMENT OR EQUAL, 16" O.C. 7.)WHEN INSTALLING A VALVE ROD EXTENSION, THE NON-BREAKABLE -
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<br /> ' COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVES U
<br /> V V W W V V W W V V W W ♦ V V W W V W
<br /> 3B w VARIABLE PRECAST CONCRETE SECTION GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM"
<br /> NOTES: ^ ^^ ^^ Q OF BREAKOFF SECTION. z
<br /> 1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C. ^^^ d „
<br /> Q a 8 PRECAST SEGMENTAL CONCRETE BLOCK O
<br /> d
<br /> TO TOP OF THE PIPE SHALL BE USED 5. CONTRACTOR SHALL ADJUST TOP BARREL SECTION FLUSH TO FINISH GRADE
<br /> 2
<br /> SEDIMENT LOG DETAIL
<br /> 3"
<br /> WITH SIZE AND DEPTH PROHIBIT THE
<br /> a U
<br /> 3A FABRICATION OF PRECAST UNITS.
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<br /> C601 0 Q
<br /> NOT TO SCALE OAP'.
<br /> °
<br /> d . 8 MINIMUM SLAB THICKNESS
<br /> WIRE MESH REINFORCEMENT 6' MINIMUM DIAMETER PRECAST
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<br /> a 3'-5' FROM TEE
<br /> :.�:..�': ...:'
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<br /> a d SCREW TYPE
<br /> HIGH FLOW AREAS :;�:.�:. ::::..:.. CONCRETE SLAB REINFORCED L.L
<br /> Q. a NOT IN WHEEL TRACK
<br /> _ d a
<br /> a d °
<br /> WITH 4 REBAR " E.W.
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<br /> a
<br /> # 8
<br /> ENGINEERING FABRIC Q.
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<br /> z �^ 00
<br /> GROUT BOTTOM
<br /> V J
<br /> T 2 M
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<br /> Z
<br /> O
<br /> METAL, WOOD POST, OR STAKE. WATERTIGHT CONNECTION � � L(�
<br /> 8' MAX. SPACING, 2' INTO GROUND SECTION ti Z w �
<br /> (BOOT/GROUT RING, TYPICAL)
<br /> 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS(RECP's), INCLUDING ANY NECESSARY APPLICATION � � z
<br /> FABRIC ANCHORAGE OF LIME, FERTILIZER,AND SEED. CATCH BASIN I 2
<br /> TRENCH. BACKFILL WITH NOTE:WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. � ^
<br /> TAMPED NATURAL SOIL 2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6"(15 CM)DEEP X 6"(15 CM)WIDE TRENCH I Q O O
<br /> WITH APPROXIMATELY 12"(30cm)OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE MANHOLE DETAIL
<br /> fn
<br /> RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30 CM)APART IN THE BOTTOM OF THE TRENCH. 8 V
<br /> TION BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"(30 CM) C601 — — — — — _5
<br /> DIRECT _ _ PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF NOT TO SCALE �_ ^
<br /> OF RUNOFF { , —III—III STAPLES/STAKES SPACED APPROXIMATELY 12"(30 CM)APART ACROSS THE WIDTH OF THE RECP's.
<br /> I..L
<br /> MAIN
<br /> .�,.�t,� III=III—III 3. ROLL THE RECP's(A.)DOWN OR(B.)HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE GUTTER M
<br /> •'+s. _ AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES-III—III—III—I III—III—III IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM ,STAPLES/STAKES DOWNSPOUT
<br /> I_I I I— —III I I = I—III—III— SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. "MEGA LUG"
<br /> _ II—II I—III—III—III— I 4.THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2"-5"(5 CM-12.5 CM)OVERLAP DEPENDING GATE VALVE ./
<br /> NATURAL SOIL 1IIIIIIIIIIII—III ON RECP's TYPE.
<br /> -III—III-III IIII 5.CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END(SHINGLE STYLE)WITH AN APPROXIMATE INSTALLATION DETAIL
<br /> 3"(7.5 CM)OVERLAP. STAPLE THROUGH OVERLAPPED AREA,APPROXIMATELY 12"(30 CM)APART ACROSS ENTIRE 11 ~
<br /> RECP's WIDTH. C601 NOT TO SCALE o
<br /> NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH *IN LOOSE SOIL CONDITIONS,THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6"(15 CM)MAY BE NECESSARY TO r ' 0-
<br /> WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES. PROPERLY SECURE THE RECP's. 6" PVC TYP FINISHED SURFACE V
<br /> SILT FENCE (PER PLAN)
<br /> EROSION CONTROL BLANKET N sperebycortsorrtthtwas ,
<br /> 6 specifications or report was prepared
<br /> INSTALLATION DETAIL C601 —III-1 I I I I II I—III I C) by me or under my direct supervision
<br /> 3 NOT TO SCALE and that I am a duly licensed
<br /> III—III—III—III—III—III—III—III N
<br /> _ _ _ _ _ _ _ Professional Engineer under the laws
<br /> C601 NOT TO SCALE —III—III—III—III—III—III—III
<br /> DUCTILE IRON GRATE
<br /> 12" STANDARD H-20 11—I I I—I I I—I I I—I I I—I I I—I I I o of the state of Minnesota.
<br /> —I I IIIII I IIIII I IIIII I I
<br /> COMPACTED BACKFILL I I=III=III=III=III=III=III— MECHANICALLY
<br /> =III=III=III=III=III=III— COMPACTED Bryan D. Miller, P.E.
<br /> ��//����� ���� �� �� I I— _ _ _ _ _ = BACKFILL MATERIAL TO
<br /> i l �//�i/�i/\i/�i/�i/�i/ >/�i/
<br /> SLOPE VARIES III 95% OF MAXIMUM
<br /> SPECIFIED DENSITY. Date: xx.xx.2024 Lic. No.: 54950
<br /> —III—III—III—III—III— I—I III—I
<br /> —III III-
<br /> '
<br /> NYLOPLAST 12" x 8"
<br /> —III—I I I I—I
<br /> — - Rev. Date Description
<br /> INLINE DRAIN 45' PVC. BEND NEW 6" PIPE BEDDING MATERIAL p
<br /> \\ (MNDOT 3149.2 )
<br /> —III—I I II
<br /> NOTES:
<br /> —III= z 1. INCLUDE NECESSARY 6" PVC PIPE, BENDS, AND WYE FOR :. :i:.,:....,••;::., : NEW 4" DOW HI-40 INSULATION OR EQUAL
<br /> = — z Q 8:: PVC PIPE :.;`:;.:' •::::
<br /> —I I : ' < :': .• : ; '.:III—I I CONNECTION TO MAIN LINE, SEE SHEET C401 FOR ROUTING. PIPE '.::.:•.; :•`' ;: ',::.::=`',:
<br /> -III •. � 2. COORDINATE FINAL LOCATIONS WITH MECHANICAL AND ARCHITECT. • `• '.':':; '-• "�
<br /> ;: ` .• :' III=1 ui 6" PIPE BEDDING MATERIAL
<br /> (MNDOT 3149.2F). DEPTH SHALL BE
<br /> =III= '':.; ': :" : : • I o
<br /> —I >'.•: III ROOF DRAIN 8' MECHANICALLY COMPACTED & LEVELED Project#: 12246027.000
<br /> SULATION BOARD.
<br /> CONNECTION DETAIL IN PERMIT PROPER DRAINAGE FOR Drawn By: NJN
<br /> 9 Checked By: BDM
<br /> GRANULAR BEDDING =III I =III=III=III=III=III=III III= C601 Issue Date: xx.xx.2024
<br /> AND ENCASEMENT 1=III=III=III=III=III=III=III III=1 i NOT TO SCALE
<br /> ;III III1 I I1 I I1 I I1 I I1 I I1 I III= 12 PIPE INSULATION DETAIL Sheet Title:
<br /> =1 11111111I, ,III;III=III1 i=1 I I„ I I ,
<br /> C601 NOT TO SCALE
<br /> O.D. + 24" MIN.
<br /> DETAILS
<br /> WYE
<br /> 4 GRANULAR BEDDING DETAIL Sheet:
<br /> C601 NOT TO SCALE
<br /> 7 INLINE DRAIN DETAIL 601
<br /> P:\Projects\Projects-2024\12246027- Hugo West Apartments\2. Design\b. Drawing Files\12246027-C600- Details.dwg
<br /> C601 NOT TO SCALE
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