|
r 31
<br /> 4"OR 6"PVC SCHEDULE 40 BITUMINOUS SURFACE 224" XCEL •
<br /> PIPE SHALL BE COMPLETELY "I
<br /> INSTALL EXTERNAL MANHOLE ENTRENCHED AND SHALL -3-1/2"
<br /> CHMNEY SEAL MANUFACTURED BY
<br /> INFISHIELD OR APPROVED EQUAL. HAVE CLASS"B"BEDDING
<br /> WHERE DIRECTED BY THE
<br /> STANDARD NEENAH R-1642-8 A 3 q FACILITY
<br /> ENGINEER O
<br /> MANHOLE FRAME AND COVER 8'WIDE X 6"THICK
<br /> LESS THAN 6'
<br /> WITH TWO CONCEALED o \
<br /> POLYETHYLENE(PE)MANHOLE PICK SLOTS _w
<br /> ADJUSTING RINGS O O -
<br /> MN
<br /> ALL MANHOLES WITH GRASSY AREA •
<br /> ADJUSTING RINGS
<br /> INSIDE DROP SECTION :"•27"DIA M1N 4"-MAX 12" TYPICAL SERVICE WHERE COVER OVER \ 6,: Blvd ;
<br /> SHALL BE 5'DIA(I.D.) TOP OF SEWER IS 14'OR LESS
<br /> FERNCO ADAPTER UNDERGROUND UTILITY PIPE PLAN PLAN
<br /> OR APPROVED EQUAL *LE
<br /> MANHOLE SECTION TO BE FOR DISSIMILAR
<br /> ASTM C-478 CLASS II PIPES 8'WIDE X 4"THICK
<br /> 4"OR 6"PVC AN 5'
<br /> SCHEDULE40
<br /> CENTER STRUCTURE CENTERSTRUCTURE
<br /> TO BACK OF CURB TO BACK OF CURB
<br /> d: VVY CURB INLET FRAME AND CURB CURB INLET FRAME AND CURB48"DIA < ELEV TO BE BOX NEENAH NO.E AND WITH FLOW LINE SHALL BE MIN.0.7' BOX NEENAH NO.E ANDA WITFLOW LINE SHALL BE MIN.0.7'
<br /> VANE GRATE. 12"�.( BELOW TOP OF CURB. VANE GRATE. 12" _f BELOW TOP OF CURB.
<br /> SET BY THE I IIIUSE R-2 JOINT FOR INSTALL EXTERNAL MANHOLE INSTALL EXTERNAL MANHOLE
<br /> ALL MANHOLE JOINTS O ENGINEER CHIMNEY LDO MANUFACTURED L. CHIMNEY SEAL APROO ED EQU L.INFISHIELD OR APPROVED EQUAL. INFISHIELD OR APPROVED EQUAL.PIPE SHALL BEUNDERGROUND UT POLYETHYLENE(PE)ADJUSTING RINGS POLYETHYLENE(PE)ADJUSTING RINGS
<br /> COMPLETELY MIN 4"-MAX 12" MIN 4"-MAX 12"
<br /> STYROFOAM HI-35 BRAND XCELENE.
<br /> PLASTIC FOAM OR APPROVED 24" n.? 24" ' w
<br /> 'CRE-SEAL";'RESEAL",OR I� g: ENTRENCHED
<br /> APPROVED EQUAL PRECAST AND SHALL HAVE ?'i'' w
<br /> GASKET CONNECTION SHALL 8 PVC WY E CLASS"B"BEDDING EQUAL :;R":. ,,N.
<br /> BE USED FOR CONNECTION STEPS AT WHERE DIRECTED 5" Ax}� > 5" t`:i� >
<br /> PIPE TO MANHOLE 16"OC LU BY THE ENGINEER
<br /> Q
<br /> a JOINT DETAIL
<br /> 6"PRECAST OR 6"PRECAST OR
<br /> PRECAST BOTTOM SECTION SECTION A-A 8"POURED BASE SECTION A-A 8"POURED BASE
<br /> WITH INVERT 6"MIN NOTES: TYPICAL SERVICE WHERE COVER OVER . . ,
<br /> 01
<br /> 1.ALL SERVICE CONNECTIONS INCLUDING NECESSARY VOIDS FILLED WITH CONCRETE VOIDS FILLED WITH CONCRETE
<br /> BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT
<br /> TOP OF SEWER IS 14'OR MORE BRICK OR BLOCK ONLY BRICK OR BLOCK ONLY
<br /> #5 AT 12"OC EACH WAY VARIABLE THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4"
<br /> OR 6".NO ADDITIONAL COMPENSATION SHALL BE ALLOWED
<br /> NOTES: NOTES: ■
<br /> FOR CONCRETE ENCASEMENT OR PIPE BEDDING. 1.REINFORCING 70 CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS
<br /> 2.ALL SERVICE CONNECTIONS SHALL TERMINATE �` 2.GROUT BOTTOM TO DRAIN TO CENTER 2.GROUT BOTTOM TO DRAIN TO CENTER
<br /> NOTES: 3.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 3.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED
<br /> AT THE PROPERTY LINE OR AS SPECIFIED 4.ADJUSTING RINGS SHALL HAVE MORTAR JOINTS-PLASTER OUTSIDE,STRIKE CLEAN INSIDE 4.ADJUSTING RINGS SHALL HAVE MORTAR JOINTS-PLASTER OUTSIDE,STRIKE CLEAN INSIDE
<br /> 1.MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-I-PF 3.SERVICE STUB SHALL BE PLUGGED AND MARKED 5.WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE 5.WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE ■■ LoUCKS
<br /> (BY MA INDUSTRIAL INC.)CONFORMING TO ALL OSHA REGULATIONS WITH A 4"X 4"TIMBER PROTRUDING 3'OUT NOTE: 4" UNTIL WEAR COURSE IS PAVED UNTIL WEAR COURSE IS PAVED
<br /> AND SPACED 16"OC.LOCATE ON DOWNSTREAM SIDE OF GROUND PAINTED GREEN. UNDERGROUND UTILITY PIPE CROSSING 8'X 8'X 4"THICK 6.DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS 6.DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS
<br /> OF MANHOLE 4.CONSTRUCT 4"PVC SERVICES FOR RESIDENTIAL CENTERED OVER PIPE
<br /> 2.WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY AND 6"PVC SERVICES FOR COMMERCIAL LOTS PLANNING
<br /> NO SCALE NO SCALE
<br /> SHALL BE SEAL WRAPPED AS DESCRIBED IN THE SPECIFICATION 5.WHERE SIDEWALK OR TRAILS ARE PLACED V FROM RIGHT OF WAY
<br /> (INCIDENTAL). SANITARY SEWER SERVICES SHALL BE EXTENDED 10'BEYOND RIGHT OF WAY CIVIL ENGINEERING
<br /> HU-SS-4 HU-SS-5 HU-STM-3A HU-STM-3B LAND SURVEYING
<br /> PLATE N0. HU-SS-1 �+ PLATE N0. PLATE N0. PLATE N0. PLATE N0. LANDSCAPE ARCHITECTURE
<br /> STANDARD MANHOLE REVISION REVISION REVISION STANDARD REVISION STANDARD REVISION
<br /> 48'IINSIDE DIAMETER DATE : APRIL2015 HUGO
<br /> SANITARY SEWER DATE : APRIL2015 HUGO
<br /> INSULATION DETAIL DATE : APRIL2015 HUGO
<br /> DATE : APRIL2015 DATE : APRIL2015 ENVIRONMENTAL
<br /> HUGO ( ) TYPICAL SERVICE (411 OR 6") CATCH BASIN HUGO
<br /> CATCH BASINSANITARY SEWER WITHOUT SUMP WITHOUT SUMP 7200 Hemlock Lane, Suite 300
<br /> Maple Grove, MN 55369
<br /> 763.424.5505
<br /> www.loucksinc.com
<br /> ALL CATCH BASIN CASTINGS TO BE NEENAH R-3250 LP
<br /> ALL CATCH BASIN CASTINGS TO BE NEENAH R-3250 LP
<br /> (SEE LOW PROFILE CASTINGS IN SPECIFICATION) 31" 31" (SEE LOW PROFILE CASTINGS IN SPECIFICATION) 31"
<br /> 24" 24. 24" RCP AT OUTLETS
<br /> TABLE OF QUANTIES
<br /> / RIPRAP AT RCP OUTLETS
<br /> RIPRAP
<br /> CLASS III CLASS IV CLASSY
<br /> D5ff 9' D5 T D5315" Tot O
<br /> DIA 15' 7.5" 18' 9' 24" 12"
<br /> AV t t A A ROUND DEPTH DEPTH DEPTH DEPTH DEPTH DEPTH
<br /> PIPE RIPRAP GRANULAR RIPRAP GRANULAR RIPRAP GRANULAR
<br /> FILTER FILTER FILTER
<br /> 12 2S 1.1 4.4 2.2 ES 1.7
<br /> 15 2A !A 3.5 1.7 4A 2.3 GRANULAR FILTER BLANKET 2 O
<br /> 1.O 21 4S 1.6 4.4 2A 7.4 3.7
<br /> 24 d.8 2.9 5.9 2.6 9.2 4.]
<br /> za 5.e 2.e ss 3s e.z as SECTION B-B
<br /> 27 fi.9 3A 8.3 4.1 11.0 5.5
<br /> 30 8.3 4.1 9.9 5.0 13.2 6.6 I B
<br /> 36 11.0 5.5 13.2 SA 17.6 S.
<br /> 42 13A 6S 164 8.2 21.8 10.9
<br /> CENTER STRUCTURE CENTER STRUCTURE CENTER STRUCTURE 46 19.8 a4 2oe 11.9 31.6 13.4 4
<br /> 54 19.8 9.9 23.7 1L9 31.6 15.8 1O uf�1
<br /> TO BACK OF CURB. PLAN TO BACK OF CURB. PLAN TO BACK OF CURB. PLAN 60 za.o 1t.s 27S 13S ..6 18.4 U-
<br /> PLAN 66 0 3.5 32.4 162 43.2 216 2' CADD QUALIFICATION
<br /> CURB INLET FRAME AND CURB CURB INLET FRAME AND CURB CURB INLET FRAME AND CURB 72 3,.t ,s.s 37A 16.7 a S z DIA. t
<br /> '84 40.0 20.0 48 0 24.0 64.0 32.0BOX NEENAH NO.R-3250A WITH BOX NEENAH NO.R-3250-A WITH BOX NEENAH NO.R-3250-LP WITH OR SPAN
<br /> VANE GRATE. VANEGRATE. VANE GRATE. 90 as.5 2z.6 546 z7,3 72S 36a
<br /> q A CADD files prepared by the Consultant for this project are
<br /> INSTALL EXTERNAL MANHOLE 12• INSTALL EXTERNAL MANHOLE i2^-.I INSTALL EXTERNAL MANHOLE 12•CHIMNEY SEAL MANUFACTURED BYFLOW LINE SHALL BE MIN.O.T CHIMNEY SEAL MANUFACTURED BY I FLOW LINE SHALL BE MIN.0.7' CHIMNEY SEAL MANUFACTURED BV FLOW LINE SHALL BE MIN.O.T L instruments of the Consultant professional services for use solely
<br /> BELOW TOP OF CURB I BELOW TOP OF CURB BELOW TOP OF CURB RIPRAP AT RCP-A OR BOXES OF EQUIVALENT SPAN WIDTH
<br /> INFISHIELD OR APPROVED EQUAL. INFISHIELD OR APPROVED EQUAL. INFISHIELD OR APPROVED EQUAL with respect to this project.These CADD files shall not be used
<br /> CENTER STRUCTURE cLAsS nl CLASS Iv anssv
<br /> MANHOLE H 27"DAO BE CRETEX 22nMANHOLE WITH
<br /> U D CRETEX MANHOLE H 27"R U D CRETEX 1 on other projects,for additions to this project,or for completion
<br /> TO BACK OF CURB POLYETHYLENE(PE) 4"- RINGS TYPE II WITH 27"ROUND OPENING POLYETHYLENE(PE) 4I MAX2" D559• D5$1z^ D 15" P 1 P 1 P
<br /> POLYETHYLENE(PE)ADJUSTING RINGS TYPE II WITH 2T DIA ( TYPE II WITH 2T ROUND OPENING ,5^ z5' fe" 9" za• ,z•' of this project by others without written approval by the
<br /> CURB INLET FRAME AND CURB MIN 4"-MAX 12" ROUND OPENING MIN 4"-MAX 12" MIN 4"-MAX 12'• SPAN 1n TY�yR�Q
<br /> BOX NEENAH NO.R-3250 LP WITH BELOW O OFCU EMIN.0.7' BOUND DEPTH DEPTH DEPTH DEPTH DEPTH DEPTH 2'J "-W: Consultant.With the Consultant's approval,others may be
<br /> • BELOW TOP OF CURB. .....:,.......:,......:..:..:..::.:........:..:...................... .:,:';:c;,:;.:;.A.!•;,:;.:,A. ,;.:: A,:;.:;:,A,:;.:;.:, ._.....:.:..:,..,.::....:,.:..:..::.:,.......:..:...........::.:..._.._. PIPE RIPRAP GRANULAR RIPRAP GRANULAR RIPRAP GRANULAR
<br /> VANE GRATE. �«t2 �:R '% '%�'%� 'x.'t�a�%,1,s LA .,LA X �."A A LA.1 'h:%�%% '%.'%. .¢1>OX� a'%.'%..a�%,1,s FILTER FILTER FILTER 1 0 permitted to obtain copies of the CADD drawing files for
<br /> INSTALL EXTERNAL MANHOLE : : : 4 ,
<br /> CHIMNEY SEAL MANUFACTURED BY CONCRETE CATCH BASIN ;s;. §"s N CONCRETE CATCH BASIN II I •aA w CONCRETE CATCH BASIN s I §"s N zz 3.6 L. 4.a 2.2 s.a 2.9 information and reference only.All intentional or unintentional
<br /> WALL AND BASE TO BE �24"-.{ w VOIDS FILLED WITH CONCRETE WALL AND BASE TO BE N-24"-.( w VOIDS FILLED WITH CONCRETE WALL AND BASE TO BE �24"-.{ w VOIDS FILLED WITH CONCRETE 28 5S 2.9 6.s a.s s.z a.s �B revisions,additions,or deletions to these CADD files shall be
<br /> INFISHIELD OR APPROVED EQUAL. "s: i;F• r[ ,K i'F•
<br /> CRETEX TYPE 433B OR ;�4}. S:'3 ¢ BRICK OR BLOCK ONLY. CRETEX TYPE 433E OR _ ¢ BRICK OR BLOCK ONLY. CRETEX TYPE 433B OR "&}. S"3 ¢ BRICK OR BLOCK ONLY. 3s 6.t 4.t s.6 a.e 13.0 5.s SD
<br /> @ > y M/ > r?• > 43 1.0 1. 13.2 SA 17.6 SS I made at the full risk of that party making such revisions,additions
<br /> POLYETHYLENE(PE)ADJUSTING RINGS APPROVED EQUIVALENT. 48"-72• APPROVED EQUIVALENT. ix:. 4g"_7p�� .�:A APPROVED EQUIVALENT. qg^_72^ 51 13S 6S 16.4 e.z 21B 1-
<br /> MIN 4"-MAX 12" s6 16.5 6.3 ISS s.s 26.4 13.2 PLAN or deletions and that party shall hold harmless and indemnify the
<br /> ?;'i %;; T B5 19.8 9.9 23.7 11.9 3116 15.8 Consultant from any&all responsibilities,claims,and liabilities.
<br /> 73 23.3 11.6
<br /> y. 24" 38.9 197 312 18.6
<br /> N
<br /> 88 32.6 16.2 38.9 19.4 51.8 ..9
<br /> _ 102 43.5 21.8 52.2 26.1 69.8 34.8
<br /> 5" %;•%., ¢ a .R M1..O:...,.�.�. r..:.,:::: :::.:::': •:.:.:::.:::::..:.:2•. .. 122 44.3 22.0 528 26A ]0.4 35.2 2. RIPRAP
<br /> SUBMITTAUREVISIONS
<br /> L.L. > 'eA'.i':.Y:`A::A::Aiv'l{'Y'..�l:iA 'X::A:A::5x':�.4,:A:v.:'fl.` :;�;.:.Xy{!::{;:Aiv;•{!'8'.'4:�A "S:rvA:rA::"i:nL�A:i'd:y"A"
<br /> . .:!'. ": ....d.........:........:�^......�-........... 122 49.3 24.8 59.1 29.8 78.8 39.4 I I 1 0
<br /> O
<br /> 138 61.3 30.6 73.5 3fi.8 W. 49.0 1
<br /> GROU GROUT GROU
<br /> tit 6"POUREDRECAS AS 6"POURED AS 6"POURED AS to ]4.a 37.z 89.3 ans nss 59.5 08/05/22 PRELIM CITY SUBMITTAL
<br /> SECTION A-A 8"POURED BASE SECTION A-A 8"POURED BASE SECTION A-A 8"POURED BASE fir'
<br /> x'.- .
<br /> '''��,;'•]']'������'•' NOTE:REQUIREMENTS FOR RIPRAP SIZE,THICKNESS,AND FILTER
<br /> BLANKET WILL BE DESIGNATED IN PLANS.
<br /> 6"PRECAST OR
<br /> SECTION A-A 8"POURED BASE GRANULAR FILTER BLANKET 2 O
<br /> VOIDS FILLED WITH CONCRETE SECTION A-A
<br /> BRICK OR BLOCK ONLY
<br /> OFOR PIPES GREATER THAN OR EQUAL TO 48",USE 2.0'
<br /> ©THE CONTRACTOR,AT HIS OPTION,MAY SUBSTITUTE A
<br /> NOTES: NOTES: NOTES: GEOTEXTILE FABRIC,SPEC 3601 FOR THE GRANULAR
<br /> NOTES: 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS FILTER BLANKET UNLESS OTHERWISE SPECIFIED IN THE
<br /> 1.REINFORCING TO CONSIST OF#4 BARS @ 8"O.C.BOTH WAYS 2.MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND 2.MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND 2.MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND PLANS.THE FABRIC SHOULD COVER THE AREA OF THE
<br /> 2.GROUT BOTTOM TO DRAIN TO CENTER SHALL BE LOCATED @ 16"O.C.PARALLEL WITH THE CURB SHALL BE LOCATED @ 16"O.C.PARALLEL WITH THE CURB SHALL BE LOCATED @ 16"O.C.PARALLEL WITH THE CURB RIPRAP AND EXTEND UNDER THE CULVERT APRON 3 FEET.
<br /> 3.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 3.GROUT BOTTOM TO DRAIN TO CENTER 3.GROUT BOTTOM TO DRAIN TO CENTER 3.GROUT BOTTOM TO DRAIN TO CENTER
<br /> 4.ADJUSTING RINGS SHALL HAVE MORTAR JOINTS-PLASTER OUTSIDE,STRIKE CLEAN INSIDE 4.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED
<br /> 5.WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE 5.ADJUSTING RINGS SHALL HAVE MORTAR JOINTS-PLASTER OUTSIDE,STRIKE CLEAN INSIDE 5.ADJUSTING RINGS SHALL HAVE MORTAR JOINTS-PLASTER OUTSIDE,STRIKE CLEAN INSIDE 5.ADJUSTING RINGS SHALL HAVE MORTAR JOINTS-PLASTER OUTSIDE,STRIKE CLEAN INSIDE
<br /> UNTIL WEAR COURSE IS PAVED 6.WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTILL WEAR COURSE 6.WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTILL WEAR COURSE 6.WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTILL WEAR COURSE
<br /> 6.DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS IS PAVED IS PAVED IS PAVED
<br /> NO SCALE NO SCALE NO SCALE NO SCALE
<br /> PLATE N0. HU-STM-3C PLATE N0. HU-STM-4A PLATE N0. HU-STM-46 PLATE N0. HU-STM-4C PLATE NO.HU-STM-6
<br /> CATCH BASIN CATCH BASIN CATCH BASIN
<br /> STANDARD REVISION REVISION REVISION REVISION REVISION
<br /> HUGO CATCH BASIN DATE : APRIL2015 HUGO
<br /> MANHOLE DATE : APRIL2015 HUGO
<br /> DATE : APRIL2015 DATE : APRIL2015 HUGO
<br /> HAND PLACED RIP RAP DATE : APRIL2015 MANHOLE HUGO MANHOLE STORM SEWER � �� �
<br /> WITHOUT SUMP (MOD) WITHOUT SUMP WITHOUT SUMP WITHOUT SUMP (MOD)
<br /> \)G)
<br /> 4 CU.YDS.
<br /> OUTSIDE MH WALL T 1/4"X 1"FLAT BAR �\
<br /> RIPRAP CLASS 3 � FLAT BAR=1" (ROLLED TO PROVIDE \v
<br /> 4 CU.YDS. OUTSIDE MH WALL T 1/4"X 1"FLAT BAR OUTER RING) 6" Distance to CL Variable
<br /> RIPRAP CLASS 3 ROLLED TO PROVIDE 1/2 r 1
<br /> FLAT BAR=1" OUTER RING) PROVIDE 4-1/2"SS ANCHOR 3"r
<br /> 16 GA.GALVANIZED PROVIDE 4-1/2"SS ANCHOR BOLTS W/CLIPS < 3 1/2 rQUALITY CONTROL
<br /> 4 1
<br /> STEEL STRAP Q BOLTS W/CLIPS N
<br /> �` ro2 SLOPE 3/4"/FT. Mn/DOT B 618
<br /> Loucks Project No. 22012
<br /> A A A ' Project Lead JJD
<br /> 6"TYP.
<br /> N Drawn By HW
<br /> Ln
<br /> g^ Distance toCLVariable Checked By 08/05/22
<br /> W
<br /> 1/2"r
<br /> 3"r
<br /> 1
<br /> J _ 3 1/2"r SHEETINDEX
<br /> U TRANSVERSE& #5 SMOOTH BAR .•. �-SLOPE 3/4"IFT. Mn/DOT B 624
<br /> LONGITUDINAL BARS- HOT DIPPED GALVANIZED @ 4"D.C.EACH WAY cT r C1-1 EXISTING CONDITIONS
<br /> 1 5/8"FOR 24"APRON& GRATE IN 2 SECTIONS (PROVIDE 3-1/4" r;
<br /> #5 SMOOTH BAR 'v4
<br /> 7 SMALLER,3/4"FOR 27" HOT DIPPED GALVANIZED @ 4"O.C.EACH WAY PLAN PLAN OPENING) a C1-2 DEMOLITION PLAN
<br /> U APRON&LARGER WELD GRATE IN 2 SECTIONS (PROVIDE 3-1/4"
<br /> N EACH INTERSECTION PLAN PLAN OPENING) #4 EPDXY COATED REBARS @
<br /> 4 C2-1 SITE PLAN
<br /> N (1)1"EYE BOLT WITH PLAN 12"O.C.IN CENTER OF WALL. C3-1 GRADING PLAN
<br /> I.L (2)WASHERS EACH DRILL AND GROUT REBAR INTO
<br /> STRUCTURE WALLS AND BOTTOM FACE OF CURB C3-2 SWPPP PLAN
<br /> a) Sp TO HALF OF THICKNESS. 28 r 16"
<br /> qNT 4:1 MAX SLOPE C3-3 SWPPP NOTES
<br /> 12"r
<br /> to �?0^M 1 68"r TOP OF BITUMINUS MAT C4-1 UTILITY PLAN
<br /> �� 1 //\\//\//\/\/\ 10:1 SLOPE N 1/z"� C8-1 to C8-3 CIVIL DETAILS
<br /> "j' \ \ \ \ 4:1 MAX SLOPE
<br /> MODIFIED 'S' DESIGN L1-1 TREE INVENTORY
<br /> 60" POND OUTLET ELEV. A
<br /> > 48" BASE L2-1 LANDSCAPE PLANS
<br /> V TIE LAST 3 JOINTS USE POND 6" \��\�\ �
<br /> Q PER JOINT FASTNERS OUTLET POND \ /\ \
<br /> 2 TIE BOLT OUTLET 10, ��\ \j POND BOTTOM M L3-1 LANDSCAPE DETAILS
<br /> Q
<br /> 6"MIN.12"MAX.
<br /> (LESS THAN 6",USE NWL ;`. NWL g^ 1/2"r 6" Distance to C[ariable
<br /> 1 BAR CENTERED ON NWL :'. NWL 3"r
<br /> Q ELEVATION OPENING) 1' 1' 1g J
<br /> U 1' 1' TYPICAL BENCH DETAIL = / 1/2"r
<br /> N .POND 6"DIAMETER ORIFICE N 9` �'a I%SLO /4"/F�
<br /> ON NOTES: \ INLET .POND n Mn/DOT B 612
<br /> m • a
<br /> N INLET .:4•;� '
<br /> N 1.ENTIRE TRASH GUARD ASSEMBLY TO BE HOT-DIP GALVANIZED O
<br /> N AFTER FABRICATION. 8" 12"
<br /> ACV 2.SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF 6"� 8"
<br /> NOTES:
<br /> FLARED END SECTION. ELEVATION SECTION A-A 6"A 8" 1.MINIMUM OF 3"CLASS 5 AGGREGATE BASE UNDER
<br /> > 3.PLACE TRASH GUARDS ON APRONS 18"AND LARGER,UNLESS ALL CURB AND GUTTER
<br /> OTHERWISE NOTED. ELEVATION SECTION A-A
<br /> PLATE NO.HU-STM-7 PLATE NO. HU-STM-10 PLATE NO. HU-STM-10A PLATE NO. HU-STM-12 PLATE NO.HU-STR-2B
<br /> Ln REVISION REVISION REVISION TYPICAL POND REVISION REVISION
<br /> TRASH GUARD DATE : APRIL2015 POND OUTLET SKIMMER DATE : APRIL2015 POND OUTLET SKIMMER DATE : APRIL2015 DATE : APRIL2015 CONCRETE DATE : APRIL2015
<br /> N HUGO I I HUGO STORM SEWER HUGO STORM SEWER HUGO BENCH DETAIL HUGO CIVIL DETAILS
<br /> N FOR CURB & GUTTER
<br /> STORM SEWER APRONS
<br /> 0
<br /> 00
<br /> CD
<br /> C8ml
<br /> -�
<br /> a✓
<br /> 0
<br /> a-
<br />
|