1998-06-10 Packet - Laserfiche WebLink

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------- - - - - -- -- RIP -RAP 12 --- -- STANDARD CASTING GROUTED IN PLACE - 2 CONCRETE ADJUSTING RINGS - EXTERNAL MVI SEAL MINIMUM 2 RINGS O I CONCRETE SLAB MAXIMUM 6 RINGS CREIEX iWE 11 / GROUTED IN PLACE OR EQUAL / 2' CONCRETE STANDARD CASTING ADJUSTING RINGS $ECTION B -0 ® ® ® ®® MINIMUM 2 RINGS EXTERNAL MH SEAL ® ® ® ®� ® MAXIMUM 6 RINGS ®ee®�.e B 4 B ®® ® ® z v �a STEPS WALLS TO BE CONSTRUCTED SPECIFI I 27 ' A A �A !� OF PRECAST SECTIONS OR SECTION A -A _� o GOING. SEWER BLOCK. SEWER p• • P051nONING LUG 15 GO R M g VARIABLE o BLOCK SHALL BE PLASTERED --[ - NOT REQUIRED 1 1 ON INTERIOR AND EXTERIOR. PRECAST ECCENTRIC CONE SOLID LID WITH TWK) CONCEALED PION HOLES 4 8 25 3/4 • PRECAST CONCRETE SD USE EQU1v. 0 FOR PIPE ARCH 25 3Z4 Z /8 OFFSET NOTE: STEPS AROUND P LAN PIPE MAXIMUM DISTANCE A m _L RIP -RAP SHALL BE INSTALLED FROM FLOOR TO BOTTOM 16 4 D STEP TO PROVIDE EASY REMOVAL OF I _ 24 1/8• - I CONCRETE SLAB - PRECAST OR BLOCK TRASH GUARD. + r RIP -RAP A I CRETE% TYPE II q2 EOVAL Ze 1/2 _ STORED FLOOR SHALL BE -y _ _I SLOPED TO INLET PROYOC S MOOTH FLOW FROM OUTLE O & I I I 35 1/2' I INLET T QUTLEi. 3• CASING SHALL BE nEENAH 9-1233 OR EWAL 3 NOTE: MANHOLE FLOOR SHALL O 6 SLOPED TO PROVIDE SMOOTH -- T CASRNCS SHALL BE NEENAH R -2561a OR EQUAL 'E MANHOLE SHALL DE USED FLOW FROM 1rvLEt TO OULET WiE . h 5 -4 WHEN SPE OR WEN THE MANHOLE LESS DEPTH IS LESS R1pN EIGHT FEET. L CONCRETE EQUAL RE @x SECTION A -A ' HYPE II OR EQUAL RIP —RAP INSTALLATION BEEHIVE CASTING STANDARD MANHOLE CASTING SLAB TOP MANHOLE STANDARD MANHOLE WRE MESH REINFORCEMENT GEOTEXTILE FABRIC PIPE THREAD POST SPACING -SEE NOTE SIZE DIAMETER FABRIC ANCHORAGE FRENCH. 12 BACKFILL W11H TAMPED '/ 19 5 /B . • ' . 3 NATURAL SOIL REMOVE CAP SCREWS EXTERNAL CR SEAL ROLLED THREADS 2 MAX. 3 MAX. FROM CURB BOX WHEN CASTING 21 (SEE NOTE 4) CONCRETE HAS SET EYE 24 t T i 6' MIN. BOLT 2T I 32 (AOJ. 11 II2 MIN. _ I RUNS N FLOW - JO CANOPY TIE ~ AD.IUSRHGRNGS- 2 CONCRETE 33 - L MINIMUM 2 RINGS ET'E 36 MAXIMUM 6 RINGS BO T 42 3/4 40 CUT OR ROLLED 6 MIN. e• 54 60 - WALLS TO BE CONSTRUCTED W 66 p MAX, MAX NOTE: SILT FENCE DETAIL SECTIONS OR CONCRETE ' 1, SILT FENCES CONSTRUCTED WIN SUPPORT FENCES. POSTS SHALL BE � 5< 24' X J6� PRECAST SEC SEWER BLOCK. BLOCK SHALL BE 3/4• STEEL BARS - TRANSVERSE 28 r t SPACED AT 10 OR LESS, AND DRIVEN VEN AT LEAST 2• INTO THE GROUND. PLASTERED ON INTERIOR AND AND LONGITUDINAL. WELD EACH 32'1 AS REQUIRED 2. SILT FENCES CONSTRUCTED WITHOUT SUPPORT FENCES, POST SHALL BE EXTERIOR, INTERSECTION 90 I 1 FOR ACCEPTABLE JOINT SPACED AT 4' OR LESS, AND DRIVEN AT LEAST 3' INTO THE GROUND. 9fi CLL OR ROLLED 102 U BOLT TIE DALES PLACED ON -� LOB MINE OR WIRE EDGE, BUTTED TI 2 TIGHT �� PLA 120 132 WELDED EYE OR APPROVED EQUAL A A POINT A MUST BE Jfi 1/Z _ 60° 60° 60° 60° HIGHER THAN PONT B B 85 R EACH BALE SANDEEMBEDDEIDF 35 1/4 ��I CuftO� 0% ADJUSTABLE 6" S IN GROUND 10• MINIMUM. T f� • 2 MAX.- 2- 1' EARTH FILL STO. 1.13 LES. PER FT. 6• 19 } 4 -- IS'� — �3h — 4 N2 T i "'111 DIg2 e I 32' (ADJ. 21 1/2' I METAL FENCE POST - 6'LONG ROUND PIPE ARCH PIPE SNOW • SNOW r �� - FENCE FENCE _ 4 MINIMUM PRECAST BASED IN PLACE DR 7 EDGE OF EYE BOLT TIE $PAC FOR -[ _ FLARED 7ENUSEGnON OUTSIDE JOINT Ott: ALE DITCH CHECK I 33 1 15 1/2 — I. HOLES SHALL BE CAST -In OR GRILLED lfi" FLO X [23ADE SPAOHG FLOW 3 1 3 6 • I ��23, I6• I6' FROM OuT90E EDGE of JgrvT. = Zx_ IOp —+ f' "�� '__ I_ ^^^ ^V AW WASH ARE NOT REP RE ON D II 4% TS 43 ]I 2, NUTS WASHERS MSIDE OF PIPE WM 2Y DIAMETER OR LESS. STAKE 6S —Sir_ STAKE J. TES ARE NOT REWIRED FOR BELL PIPE Y — Bx 40 AND SMALLER, ON OTHER MZES, TC MAY L _ ]5_ NOTE'. BE INSERTED FROM ASIDE. OPT CR 1 f OPTION 2 TAPERED HOLES PERMITTED I I Of STEEL WI SHALL IC HAM W A SINGLE UHF. ELE YATION WHEN PRECAST 4. CUT THREADS MAY BE USED IF WASHER AND OF STEEL WIRE FABRIC HAVING R AREA OF NUT ME USED. BALE HAY OR STRAW DITCH CHECK CASTINGS SHALL BE NEENAN R- ]O6J -V OR EQUAL NOT LESS THAN 0.17 60. IN. PER FOOT OF HEIGHT. PLACEMENT OF HOLES 5. PIPE SZE9 LI E EQUIVALENT INSIDE DIAMETER W TO BE USED WITH SNOW FENCE O T SHOWN ON PLAN SHEETS, ROUND RNO PE OR OR EWIVALENL gAMEIER OF A WITH OR WITHOUT SNOW SHOW FE FENCE CE 1H AT OER LOCATIONS AS P�'Ng DIRECTED TO BE UIRELFED SE BY THE ENGINEER. TRASH GUARD CONCRETE PIPE JOINT TIES EROSION CONTROL DETAIL STANDARD INLET CASTING SHALLOW CATCH BASIN ✓JNE 1998 rIER[er q 5 Hnxt 1 YCGFIC no. oArt BY RCNSM IxswlRnlxH 1426 ENERGY SOTA DRIVE —' L�FL1 no DESIGNED By PS .`JOR OA'E: Iv RDVHr ns RSRARD er MEIN em6e yr aacr 5T. PAUL. MINNESOTA 5510a sJttnxsa+.RO nHAr w A uAr RmsrtRF° ) CffY OF CENTERVILLE 1 r J RAN 0069M (612 6p -4}69 DRAWN BY'. JOB NUMBER _ 26 UNIAR WU LnRIKFR U-IXA H[ Ll S IX tart STORM SEWER DETAILS APPROVED: ___ -_CAD ❑AlE'.._• 1998 (�� SIT �n a CAD FILE: 260 -SM 1 NVVG'!Id R. Geen Corn Iy PARKMEW AMMON 17 De1[ -- REI:.ND. CONSUL E fro