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<br />C:\SDSK\PROJ\3111\dwg\02-05-01 Submittal\3111dsC5.dwg
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<br />N.....01104061LA4 144040
<br />HMTMI & A• MUM POW TO
<br />IR' 0,710
<br />UASITARY 141142 IMM
<br />SECTION
<br />KLLS WAIL 1 T T13101 M $$K$ 42 11011011 14 de KU, K L
<br />TK WAKI. MICTION SHALL It S OOATSA 11001100I0 ITS L[MGM
<br />AK
<br />INK! MIS SMALL
<br />SA/S.L IC di UK
<br />WIS TIMMKV TAAPS MAMilb W NOT
<br />EKoma S SHILL K MATO Mt MIT aJIS L Ms M
<br />CCMMLK I TK LOT.
<br />TK CHAP SHALL K mon 11114 'S' IM 'P WIC* M OMR NW
<br />UM COMM M CAL •
<br />TK IMH1 SSAVECC LK SHALL 14 I/4' /42 MST.
<br />AUL. JAMS SNN.L SC WATSSt NSW.
<br />AUL KRVIIE LKS OWL 14 M 1*21* IN OVIK MPaVtL
<br />4/117101 0141AA[S PAM /0 OKIIKL.
<br />REvtsiONs CITY OF LOUISVILLE 174A.VN IY1
<br />DATLI DY ENGINEERING DEPARTMENT APPROVED
<br />Y.
<br />al��
<br />... SAN. SEVER SERVICE DETAIL smEET_.a_ar_8Q_
<br />DAT
<br />DATE
<br />I
<br />Ring & Co.er III R&C
<br />1
<br />H, GRR
<br />GRoe. Rnq
<br />I- ACCESS 6RENING
<br />CoNC.nhrc
<br />Con. Sec Non
<br />I- ACCESS OPENING
<br />ECCenlre
<br />• Cone Section
<br />1•
<br />ACCESS OPEIANO
<br />Bolt
<br />I, • s van
<br />AccCss 09E4N0
<br />I• ^ • IG,ao,
<br />Top
<br />JD.Joji 00016 J
<br />.- 1V1.004 RrNlness
<br />- .10 -Joni De11n
<br />NIP
<br />10.1040.
<br />0
<br />Ill
<br />1ongu. • Goer.
<br />Rner 5ee1on
<br />.0001 Il,
<br />IT
<br />(
<br />1
<br />91
<br />�'•I Precosl
<br />• Bos
<br />Unit
<br />Dm.
<br />CNC
<br />ECC
<br />BST
<br />GST
<br />RISER
<br />CONDOLERA ZION;
<br />TXG
<br />TXB
<br />BXB
<br />BXG
<br />«7 PBU
<br />Slob Thickness
<br />Lo a -. 0000, •. . •1 77 BSob se Slob Thickness
<br />4116 INDICATES Pool of Deosorement 01 Ring Y Cover
<br />NI' INDICATES Pohl of *0.0.remenl .1 Bose Sections
<br />REFER to SPECIFICANON SHEET FOR ROO,NON. OElu15
<br />PROJECT
<br />LOCATION
<br />CONTRACTOR
<br />ENGINEER
<br />VALK
<br />PBS
<br />I MANHOLE DATA
<br />I ID INSIDE DIAMETER 48- 60" 72" 90- 96"
<br />WT - WALL THICKNESS 5- 6- 7" 8" 9-
<br />1 JD - JOINT DEPTH 2" 2.5" 6" 8- 7 11-
<br />1 AS1M SPECIFICATION C -4780 -478C -478C -4781C-478
<br />CONCENTR C CONE
<br />1 COOS %
<br />48CNCH7 60CNCNI 77CNCHT 9OCNCHT LICIT
<br />I P. CNC 42 42' 42 N/A N/A N/A
<br />�� ID CNC 16 36 ( !6 NIA N/A N/A
<br />1 ACCESS 015101/62C 24 N A N/A f 1•.A
<br />COOK
<br />10 CCC 42
<br />1.0. ECC 36
<br />ED FCC 32
<br />D. ECC 30
<br />i p Sic :
<br />I O ECC 18
<br />ACCESS 00E0415
<br />1 ACCESS OPENING
<br />BSI 0.0
<br />CWE
<br />ID. CSI NT
<br />N.09 THICKNESS
<br />ACCESS OPENING
<br />051 'o D.
<br />146
<br />BAB
<br />�U
<br />In,
<br />ECCENTRIC CONES
<br />48ECCHI bOECCHI 72ECCHT 90ECCNI 96011
<br />N/A
<br />6-A
<br />N/A
<br />N/A 4-7 A NIA
<br />• 7A N/A
<br />N/A 32'0 N/A
<br />300 0(A N/A N%A
<br />30*74'30 N/A N)tA
<br />10 * N/A N/A N)A
<br />24"-30 24--30- N)A
<br />N/A
<br />NSA
<br />N/A
<br />/A
<br />N/A
<br />N/A
<br />BUTT SLAB TOPS
<br />020,6S'5-8-.3
<br />"-30 200
<br />72• 0 124"-
<br />301 2C-30-1 24,301
<br />1
<br />GROOVLSI AR TOP.5
<br />9B0S110 6060111172CSIl4 9065118 96CSU9
<br />10- 10 5' 14' IQ- N%A
<br />8- Njf
<br />T4 --b- 24'-30f 24--3D- 24 -30 N/A
<br />58 72- 0
<br />6- 106 N/A
<br />I- -I
<br />RISER SEC TIQNS
<br />T1PICA1. of 110CC 31.91 BXG
<br />toot INCH.14: 60-
<br />oo JIS ]J 72-
<br />.b. J1S 60 60
<br />I.O. Ji5:Q-
<br />I.D. 21 30 36
<br />PR '....CAST BASE UNITS
<br />08047 9TPt0RBOH1lIAe
<br />72- SPECIAL
<br />4B- 7ii-
<br />3366 506010
<br />4TI-OU .
<br />SPEt14E S6et1u SDlUAi
<br />8- ¢- 50'01100
<br />e4 98- SDECIA6
<br />06004
<br />CODE 481 60061011 ]2
<br />10 090 HI
<br />10, PBU NT 48"
<br />I.D. 6w HI 36-
<br />00. PBU 111 j4 -
<br />BASE THICKNESS 6
<br />PEE BAY 0.0. 72
<br />PRECAST BASE SLAPS
<br />CODE 4806509 6008508 1109 90PR510 9609511
<br />5t AB THICKNESS 8' I F" 8- a I 8 -
<br />Si AB Q.D. 72" 84• 98- 118- 118-
<br />STANDARD STEP SPACING
<br />I O. 1410. PSvs'PF I 12• I 12• I 42• ) 02"
<br />112'
<br />NOTES
<br />N/A = NOT AVAILABLE
<br />MANHOLE STEPS ore OPTIONAL
<br />REINFORCEMENT NOT SHOWN FOR CLARITY
<br />51061 REINFORCEMENT 50000* 15 SCHEMA CIC
<br />SUBMI T IAL DATE
<br />SPECIFICATION
<br />ASTM C-478
<br />REVISION OA IE
<br />PAGE 1 OF 2
<br />.•
<br />1112
<br />MAK.
<br />4•
<br />REVISIONS
<br />IOWG NAME WN-CCO"0
<br />IC CARDER
<br />COOCRRECE PRODUCE)
<br />344c 1W0060 00100146 0101000
<br />11041 4851 144016 000111
<br />611100101. fYAOAW .00
<br />0400,13 0317 0-14 81
<br />6Y JO! !PENSION - 103101 01/01/90 (SCALE. NONE
<br />STANDARD MANHOLE
<br />COMPONENTS
<br />MID -BLOCK PLAN
<br />DEPRESS
<br />PACK Of
<br />RAMP r
<br />`s
<br />1/4• Ll�
<br />ELEVATION
<br />■ 1 -1/2• -VERTICAL CURD
<br />1• CURPVA,K
<br />WALK
<br />REVISIONSa CITY OF LOUISVILLE H.RAWN BY' JAN 94
<br />DATE BY ENGINEERING DEPARTMENT APPROVED DATE
<br />BY, D.B. JAN. 94
<br />sTR20 HANDICAPPED MID -BLOCK RAMP SHEET_25_OF_@Q_
<br />I
<br />i
<br />I
<br />i 311
<br />tillit !41 �'Mil Id h
<br />CITY OF LOUISVILLE SAV" SYs IL.
<br />ENGINEERING DEPARTMENT APPROVED DATE
<br />,Y/ D.lar 41Mt !4
<br />CURD STOP INSTALLATION - SI1IEET_33_Or_11Q_
<br />EARTH TONED
<br />TYPE L RIP RAP
<br />RAMP DRIVE FOR CURBWALK
<br />-05-30-;9 133HS
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<br />CMS AS NAT
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<br />ANNUL? PA101 CA
<br />COST, MUT MICTION.
<br />INSTALL AMU/LT W
<br />LOTS He110 NMI 010.
<br />la TAINS
<br />DISTING
<br />NNW
<br />TYPICAL TRENCH PATCH SECTIOIL
<br />M01m1
<br />I. UOI0$ 10 St limo co awe AMO "MO AS manna
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<br />CUT BEFORE CONSTRUCTION.
<br />.In S'tin
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<br />s-7 I
<br />-1▪ I ./.'r"•l it ',r"~<
<br />•
<br />TYPE II
<br />BEDDING
<br />GEO-FABRIC
<br />TREVIRA SPUNBOUND #1114
<br />(OR APPROVED EQUAL)
<br />EARTH TONED ('En RIP RAP DETAIL
<br />N.T.S.
<br />1,
<br />0.5'
<br />P►
<br />' \'\ //:`\
<br />I ,.21('',•.. OL,
<br />TYPE VL RIP RAP
<br />(//,\<\/\\/W\\\<`\\y\;\\Y\
<br />'/\\/./\///>>
<br />BURRIED RIP RAP DETAIL
<br />N.T.S.
<br />3'
<br />1.5'
<br />N1
<br />CONCRETE PAN I7ETAIL
<br />N.T.S.
<br />TYPE II
<br />BEDDING
<br />GEO-FABRIC
<br />TREVIRA SPUNBOUND #1114
<br />(OR APPROVED AL)
<br />18"0 HDPE}
<br />#4 REBAR ON 12" CENTERS
<br />BOTHWAYS (TYPO)
<br />3" X 3" X 1/4"
<br />ANGLE IRON (GAL)
<br />W/ 1/2" EXPANSION
<br />BOLTS 0 16" O.C.
<br />18"o HDPE
<br />4,
<br />16"i 3'
<br />I
<br />io 18"0 HDPE
<br />GRATE
<br />1/4" HORIZONTAL
<br />ORIFICE PLATE
<br />In 2
<br />,e7:44' ./4X25 722a2122->jyjrrrrWAK
<br />ORIFICE
<br />OPENING
<br />..a
<br />I
<br />HORIZONTAL ORIFICE DETAIL
<br />NOTE: INSTALL CLOSE
<br />MESH GRATE
<br />/".--IN ACCORDANCE WITH
<br />CDOH STD. M-604-10
<br />- EL 5320.33
<br />6"
<br />GRADE BOX INTO SLOPE WITH
<br />MINIMUM OF 6" EXPOSURE
<br />18"0 HDPE
<br />#4 REBAR ON 12" CENTERS
<br />BOTH WAYS (TYP.)
<br />INLET
<br />1 I
<br />I/LC) - - EL 5317.00
<br />/ I - EL 5316.50
<br />7.0
<br />CONCRETE OUTLET STRUCTURE
<br />WITH CLOSE MESH INLET GRATE
<br />N.T.S.
<br />DETENTION POND 17
<br />ELEVATION (FT.)
<br />5326.67
<br />5324.00
<br />5324.50
<br />5319.46
<br />ACCUMULATIVE VOLUME
<br />C.F.)
<br />0
<br />353
<br />3,246
<br />3,598 TOP OF POND
<br />3,868 <= 10 -YEAR VOLUME
<br />7,569 <= 100 -YEAR VOLUME
<br />Q10 = 0.29 CFS
<br />RELEASE RATES
<br />POND 17 (LOT17) RELEASE • STRUCTURE
<br />N.T.S.
<br />4'
<br />6"I I 3' 6
<br />18"0 RCP b
<br />#4 REBAR ON 12" CENTERS �w I
<br />BOTH WAYS (TYP.)
<br />6"
<br />GRADE BOX INTO. SLOPE WITH
<br />MINIMUM OF 6" EXPOSURE
<br />18"0 RCP
<br />#4 REBAR ON 12" CENTERS
<br />BOTHWAYS (TYP.)
<br />1.1
<br />l
<br />3.0"0 HOLE
<br />NOTE: INSTALL CLOSE
<br />MESH GRATE
<br />7IN ACCORDANCE WITH
<br />CDOH STD. M-604-10
<br />F 1,,,,: \so , ‘\.1, - EL 5320.90
<br />- 3.0"0 HOLE
<br />I - EL 5317.00
<br />I -- EL 5316.50
<br />M
<br />CONCRETE OUTLET STRUCTURE
<br />WITH STANDARD INLET GRATE
<br />N.T.S.
<br />DETENTION POND 18
<br />• ELEVATION (FT.) ACCUMULATIVE VOLUME (C.F.)
<br />5317.00
<br />5318.00
<br />5319.00
<br />5319.46
<br />5320.00
<br />5321.00
<br />5321.01
<br />5321.15
<br />0
<br />761
<br />3,246
<br />4,142 <= 10 -YEAR VOLUME
<br />6,742
<br />11,542
<br />11,548 <= 100 -YEAR VOLUME
<br />12,485 TOP OF POND
<br />Q10 = 0.29 CFS
<br />Q100 = 1.10 CFS
<br />RELEASE RATES
<br />POND 18 (L0T18) RELEASE STRUCTURE
<br />N.T.S.
<br />4 1 /2"
<br />1/4"R
<br />1 1 /Z"Rc
<br />e
<br />CONCRETE- 'r
<br />1.5'
<br />-1 1 /2"
<br />Q
<br />1"
<br />6"
<br />6" VERTICAL CURB (SPILL PAN)
<br />N.T.S.
<br />SECTION A -A
<br />N.T.S.
<br />C
<br />A
<br />4 1 /2" 1.5' I
<br />)f
<br />1 /4" R _ ----1 1 2
<br />6" VERTICAL CURB (CATCH PAN),
<br />N.T.S.
<br />2' HIGH ROCK RETAINING
<br />WALL (30" MAX.)
<br />(NOMINAL 0.5:1)
<br />A
<br />DRYSTACK BOULDER RETAINING WALL
<br />N.T.S. •
<br />POND BOTTOM
<br />© 1% (MIN.)
<br />2 02/05/01 CITY COMMENTS dated - 01/17/01 dsm
<br />1 12/07/00 CITY COMMENTS dated - 11/14/00 dsm
<br />NO. DATE
<br />JOB NO
<br />311-1
<br />DESCRIPTION BY
<br />PARK ENGINEERING
<br />CONSULTANTS
<br />420 21ST AVENUE, SUITE 101
<br />LONGMONT CO. 80501 (303)651-6626
<br />BOULDER FRUIT EXPRESS
<br />DETAIL SHEET
<br />DATE
<br />10/19/00
<br />CAD NO I SHEET NO
<br />3111 dsC5 C5 OF 5
<br />1O&re11
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