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R-3763(1)_2
_ex H' Data ll,, Help Data Lea Documentetron j 6, I E I mi 1 � le SWMY_Basin32 rT Discharge a 120.2291 ft 120.2366 ft 120.2161 ft -.-. Layouts — 0.3207 cfs J 0.21386fs 0.Q855 IM2482 ft o/y BASIN 32 SWt S. $ NEW BASIN 3 --}�'Untltled f0 120.2197,fl t►liydrogrephs 120.2 Ea P. ±; Nodes ✓O.t817 ` 'u\Reaches 120,9847 ft 121.0233 ft 2 0.9408 ofs 12[�1 ;3 ft 2' 8 a �� a cx1.a fl 120.1 94 ft IyV N 91 121:1.5 02 ft 120 6 ft C. 1.6499 ds1 �4 vp 120 ft 120.' k I fl 120.5733 ft 120 543 ft _ 120.5871 ft D.32D7 cts 027B cts D.0918 cts 1-385,173 49 1 6 18 17 30 j Moe ( HDL Desi9rA A.SINRBMg9 Ofhc SWMY_B-32 Beo.ABAAI Start ® '.ly 4urm5hed3G j��V 10;40 M1 100 YR Appended on: Saturday,March 01,2014 1:32:01 PM ROUTEHYD [] THRU [BASIN 32 Badge Office] USING [100 year] AND [TYPElA.RAC] NOTZERO RELATIVE SCS/SBUH Gravity Analysis using 24 fir duration storm Reach Area Flow Full Full nDe th Depth nVel fVel Infil Vol CBasin/ ID (ac) (cfs) (cfs) ratio �(ft) rat o She (ft/s) I (ft/s) (cf) Hyd P-006 0.204 Fo .1817 [2-7366 0.0664 0.1746 Fo-. 1746 Diam 1.9755 3.4843 0.00 32L-006 12 in -[- P-004 0.096 0.0855 1.9855 [-o-o4-31 ( 0.1416 0.1416 Diam I-,-2593 2.528 0.00 32L-004 - -[P-003 0.24 [0.2138 [ 2.0902 0.1023 [ 0-2156 FO.2156 Diam 12 in F1.7179 [2-6613 0.00 32L-003 _ _[_ P-002 0.36 0.3207 [__1.935 0.1657 0.275 0.275 Dam 1.8268 2.4638 0.00 32L-002 P-001 [0.457 0.4071 F1_.9074 0.2135 0.3138 0.3138 Diam [1.9303 2.4285 0.00 32L-001 - - 12 in P-005 0.765 0.6815 1.935 [0-3522 0.4096 Fo.4096 Diam 2.2511 2.4638 0.00 32L-005 P-007 �1.079 0.9613F1.9466 [0_4938 0.4964 F0.4964 [Diam F .4702 2.4785 0.00 132L-007 _ __ _ P-OlOA 0.596 0.531 F3-9706 0.1337 Fo .2469 �0.2469 12 in 3.5192 5.0555 0.00 [32L-01 OA Diam P-130 F 1.056 Fo .9408 3.238 0.2905 0.3692 [0.3692 12 in 3.571 4.1227 0.00 [BO UpTrib Diam P-008 1.256 1.1189 1.2238 0.9143 0.752 0.752 Diam 1.766 [1.5582 0.00 [32L-008 Di � 1852 1. [6499 1.0732 1.5374 ----- na 12in2.1007 1.3665® Fp--olo am � [1.5322 [3.2312 32N-014 3 0.0362 0.1298 12 n 2.58�P-014 0.103 0.0918 F � Diam FP-o 13 0.312 0.278 3.1202 0.0891 0.2017 0.2017 12 in [2.4564 [3-9727 F0.00 32N-013 _ _ Diam 2 in P-012 0.36 Fo .3207 4.8327 0.0664 0.1745 0.1745 Diam 3.488 6.1531 0_00 32N-012 P-011 0.3831FO.1224 3.1302 na ----- 12 in 0.430.4878 0.1558 0.00 32N-011 Diam [2.9401 [0-1634 0.00 132L-009�P-009 2.592 [2-3092FO.1284 [17-9902 na 12 nmDia P-614 3.671 9.61450.3402 0.6031Fo .402F"ia-mn 4.921 15.44070.00 �[3-27o4 ��� � ! HGL Analysis From Node To Node I HG El (ft) App(ft) I Bend (ft) I Junct Loss (ft) I Adjusted HG El(ft) Max El (ft) 119.909 No approach losses at node 009 because inverts and/or crowns are offset. 614 613 120.0466 0.1342 1 0.1683 1 0.0387 120.1194 121.8600 f _--007 614 120.1985 0.0117 0.0001 ------ 120.1869 122.2500 �005 F0 77 F-120.2183 0.0042 0.0001 !� 0.0013 120.2154 122.0000 �006 005 sF 120.2197 -- � -- - --- ^�F 120.2197 122.5000 _ 001 F005 F 126.2282 0.0026 F0.0036 F ------ 120.2291 121.5000 002 001 120.2377 0.0012 �0.0000 ------ 120.2366 121.3000 �^003 002 120.2409 0.0246 �0 0018 ------ 120.2181 121.9000 �004 003 -120.2482 FBI ------ -�- F 120.2482 122.7500 009 614� 120.5153 0.0685 0.0914 �0.0120 120.5502 122.5000 ---010 009 120.8687 - 0.0315 F 0.0215 0.0101 �- 120.8687 F 122.2500 O1OA �010 120.8880 F ------ F ------ I ------ 120.8880 122.0000 008 010 120.9895 0.0223 0 0175 120.9847 F 122.0000 BO UpStream 008 121.0233 --na-- --na-- --na-- �- 121.0233 122.0000 O l l 009 �120.5672 0.0026^ 0.0034 - 120.5681 �22.0000 012 � O11 �120.5752 0.0019 0.0000� ------ � -120.5733 �122.8000 �013 012 120.5793 �0.0365 �0.0001 � - 120.5430 122.5000 014 613 120.5871 - - 120.5871 �123.2500 Conduit Notes Reach HW Depth (ft) I HW/D ratio FQ (cfs) [ TW Depth (ft) Dc(ft) FDn (ft) I Comment P-614 3.1543 j�028 3.27 3.0190 0.6889 �6.6031 Outlet Control P-007 1.6985 [1.6985 �T0.96 �-6194 0.4115 0.4964 Outlet Control __ _ P-005 1.5083 1.5083 0.68 1.4769 0.3442 �0.4096 Outlet Control P-006 F 1.0147� 1.0147 0.18 1.0104 �0.1746 0.1746 Outlet Control P-001 1.3782 � 1.3782 0.41 1.3654 0.2638 0.3138 JOutlet Control P-002 1.2177 1.2177 v0.32 F1.2091 0.2334 0.2750 Outlet Control P-003 T 1.6209 I 1.0209 1 0.21 I 1.0166 ----70.1897 0.2156 jOutletControl __ P-004- -0.4982 0.4982 - 0.09 0.7181 0.1190 �0.1416 Outlet Control M 1 Backwater �P-009 �0160 2.0160 2.31 1.6201 0.6503 >D Outlet Control P-010 _2.3687 2.3687 1.65-1 2.0502 0.5459 >D Outlet Control P-OIOA 2..2880 2.2880 F 0.53 1 2.2687 FO.3OY5 0.2469 Outlet Control .3 �P-008 2.3935 ( 2.3935 1.12 2.2687 1 0.4453 0.7520 jOutletControl P-BO� 2.3233 2.3233 F-0.94 [— 2 2847 0.4069 0.3692 10utlet Control P-011 2.0685 2.0685 0.38 2.6515 0 2557 >D Outlet Control P-012�[-2.0752 1 2.0752 F 0.32 1 2.0681 0.2334 r 0.1745 10utlet Control P-013 F 1.1573 � �� 1-1573 F 0.28 3 0.2169 0.2017 Outlet Control P-014 �0.3771 0.3771 0.09 0.6512 [ O.I233] 0.1298 10utlet Control MI Backwater Licensed to: BergerABAM Appended on:Saturday, March 01, 2014 1:32:40 PM Layout Report: BASIN 32 Badge Office Event Precip (in) 6M024HRi 1.20 2yr24hr 2.00 10 year 2.90 25 year IFi4o- 1 100 year F40 Reach Records Record Id: P-001 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: F0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 005 UpNode 001 Material unspecified Size 12 in Diam Ent Losses Groove End w/Headwall Length 70.00 ft Slope � 0.24% Up Invert 119.02 ft Dn Invert 118.85 ft i Conduit Constraints -Min Vel � Max Vel in Slope I �Max Slope Min Cover I - �0.00 ft/s 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr l I Record Id: P-002 ;Sect on Shaper Circular i Uniform Flow Method: �Manning's Coefficient: _�. 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 001 UpNode 002 Material unspecified Size r 2 in Diam Ent Losses Groove End w/Headwall s . Length � 80.00 ft Slope � 0.25% �Up Invert 119.22 ft Dn Invert 119.02 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% 50.00% 0.00 ft t 'Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-003 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd �I DnNode 002 UpNode 003 Material unspecified Size 12 in Diam Ent Losses Groove End w/Headwall Length 96.00 ft Slope �29% Up Invert - 119.50 ft Dn Invert 119.22 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH � 0.00 ft _ Ex/Infil Rate _ 0.00 in/hr Record Id: P-004 Section Shape: Circular ,Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift lContribu 11 tin H d DnNode 003 jUpNode 004 Material Closed Conduits,Concrete Pipe �iz e 12 in Diam gEnt Losses Groove End w/Headwall I _ _ Length 95.00 ft Slope 0.26% Up Invert _ 119.75 ft Dn Invert 119.50 ft FConduit Constraints Min Vel Max Vel MinSlope Max Slope Min Cover F----6---60-ft/s 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate �0.00 in/hr Record Id: P-005 jSection Shape: Circular �niform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd E I DnNode 007 GUpNode 005 Material _ � unspecified Size 12 in Diam Ent Losses Groove End w/Headwall Length 56.00 ft Slope 0.25% Up Invert 118.85 ft Dn Invert 118.71 ft Conduit Constraints ..._._._ Min Vel Max Vel Min Slope Max Slope Min over � 15.00 ft/s 0.00°� � 50.00% 0.00 ft F-----6--Oo-fts Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-006 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode �i 005 UpNode 006 F—I— Material Closed Conduits, Concrete Pipe Size 12 in Diam Ent Losses Groove End w/Headwall Length 149.00 ft Slope F0.50% Up Invert 119.95 ft Dn Invert 119.205 ft Conduit Constraints Min Vel Max Vel Min Slope � Max Slope Min Cover 0.00 ft/s ( 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-007 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd �DnNode � 614 UpNode 007 8 Material unspecified Size 12 in Diam :Ent Losses Groove End w/Headwall i Length 83.00 ft Slope 0.25% Up Invert 118.71 ft Dn Invert �118.50 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover � 0.00 ft/s 15.00 ft/s 0.00% 50.00% � 0.00 ft Drop across MH 0.00 ft Ex/lnfil Rate 0.00 in/hr Record Id: P-008 Section Shape: F� Circular iUniform Flow Method: Manning's (Coefficient: �0.012 Routing Method: Travel Time Shift Contributing Hyd 'DnNode 010� Up Node 008 Material -F-- unspecified Size 12 in Diam Ent Losses Groove End w/Headwall Length 104.00 ft Slope 0.10% Up Invert 118.70 ft Dn Invert 118.60 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% � 50.00% �® 0.00 ft Drop across MH _ 0.00 ft �Ex/Infil Rate 0.00 in/hr Record Id: P-009 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: ( Travel Time Shift Contributing Hyd I I DnNode 614 UpNode 009 Material Closed Conduits, Concrete Pipe Size 12 in Diam Ent Losses J— Groove End w/Headwall Length 66.00 ft Slope 0.00% Up Invert 118.50 ft Dn Invert 118.4993 ft Conduit Constraints Min Vel Max Vel F Min Slope Max Slope Min Cover F0.00 ft/s F 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH m 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-010 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 009 UpNode 010 Material unspecified Size 12 in Diam `Ent Losses Groove End w/Headwall Length 130.00 ft Slope 0.08% d Up Invert 118.60 ft Dn Invert 118.50 ft �� Conduit Constraints F_Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% 50.00% �0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-010A Section Shape: Circular Uniform Flow Method: Manning's Coefficient: F--6.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 010 pNode F 010A Material Closed Conduits, Concrete Pipe Size 12 in Diam Ent Losses Groove End w/Headwall Length 57.00 ft Slope F 1.05% Up Invert 119.20 ft Dn Invert 118.60 ft i Conduit Constraints Min Vel Max Vel___ Min Slope Max Slope Min Cover -- 0.00 ft/s 15.00 ft/s 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-011 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Travel Time Shift Contributing Hyd Routing Method: F DnNode 009 UpNode 011 _ Material unspecified Size 12 in Diam Ent Losses Groove End w/Headwall Length 128.00 ft Slope F 0 00% Up Invert 118.50 ft Dn Invert 118.4987 ft Conduit Constraints Min Vel Max Vel F------Min Slope F-M"ope F---`Min Cover 0.00 ft/5 � 15.00 ft/s 0.00% � 50.00% � 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-012 (Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift �Contributing Hyd� �DnNode 011 UpNode 012 Material unspecified Size 12 in Diam Ent Losses Groove End w/Headwall (Length 59.00 ft Slope 1.56% Up Invert r 119.42 ft Dn Invert 118.50 ft �.. Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s � 15.00 ft/s 0.00910 � 50.00% 0.00 ft "!Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-013 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: F 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode � 012 UpNode �013 Material F— unspecified Size F 12 in Diam i Ent Losses Groove End w/Headwall Length 72.00 ft dope F'.65% Up Invert 119.89 ft _ Dn Invert �119.422 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s F 15.00 ft/s 0.00% 50.00% �0.00 ft Drop across MH F 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-014 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 013 UpNode 014 Material unspecified Size 12 in Diam 'Ent Losses Groove End w/Headwall Length 74.00 ft Slope 0.43% Up Invert 120.21 ft Dn Invert 119.8918 ft Conduit Constraints Min Vel � Max Vel ( Min Slope � Max Slope in Cover F0.00 ft/s 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr I Record Id: P-614 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: F0.012 Routing Method: _Travel Time Shift Contributing Hyd �DnNode 613 UpNode 614 Material unspecified Size 18 in Diam ....in Di ._..._..._ —---..--- __ Ent Losses Groove End w/Headwall Length 87.00 ft Slope 0.71% Up Invert F 117.51 ft Dn Invert 116.89 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% F 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-BO Section Shape: Circular I Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 008 (UpNode BO UpStream I Material unspecified Size 12 in Diam Ent Losses Groove End w/Headwall Length 20.00 ft Slope 0.70% �p Invert 118.84 ft Dn Invert 118.70 ft Conduit Constraints Min Vel Max Vel Min Slope FMax Slope Min Cover 0.00 ft/s � 15.00 ft/s 0.00% � 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr i Node Records Record Id: 001 Descrip: rrototy"cord Increment 0.10 ft Start EI. 118.60 ft Max El. 121.50 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1-48 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape I I Catch 0.00 ft Bottom Area 19.635 sf rH/CB Type Node Record Id: 002 Descrip: Prototype Record Increment 0.10 ft Start El. 117.00 ft Max El. 121.30 ft Void Ratio 100.00 � r—_^ Condition ';Existing Structure Type CB-TYPE 1-48 i Ent Ke Groove End w/Headwall (ke=0.20)rh�an nelization No Special Shape Catch (0.00 ft Bottom Area 19.635 sf MH/CB Type Node Record Id: 003 Descrip: Prototype Record Increment 0.10 ft Start El. 117.50 ft Max El. 121.90 ft d � Void Ratio 100.00 Condition F— E ,stx Structure Type CB-TYPE 1-48 Ent Ke Groove End w/Headwall (ke=0.20) 'Channelization No Special Shape Catch 0.00 ft 'Bottom Area 19.635 sf MH/CB Type Node Record Id: 004 Descrip: ,Prototype Record Increment 0.10 ft Start El. J17.75 ft Max El. 122.75 ft d Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1-48 ffKe—�Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 19.635 sf MH/CB Type Node Record Id: 005 'Descrip: Prototype Record Increment 0.10 ft 1 Start El. 116.40 ft Max El. �122.00 ft 7-� Void Ratio'100.00 Condition ''ExistingStructure Type CB-TYPE 1-48 i jEnt Ke Groove End w/Headwall (ke=0.20) 'Channelization No Special Shape (Catch 0.00 ft Bottom Area 19.635 sf M CH B Type Node Record Id: 006 Descrip: Prototype Record Increment 0.10 ft Start EL 117.95 ft Max Ell. 122.50 ft Void Ratio 100.00 Condition Existing IStructure Type CB-TYPE 1-48 i Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 19.635 sf i �� � I MH/CB Type Node 3 Record Id: 007 Increment 0.10ft Descrip: Prototype Record C� � Start EI. 116.85 ft Max El. 122.25 ft Void Ratio 100.00 Condition rXisting Structure Type CB-TYPE 1-48� Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 119.635 sf MH/CB Type Node W Record Id: 008 �Descrip: Prototype Record Increment r6ft Start El. 116.85 ft _ Max El. 122.00 ft Void Ratio J100.00 Condition Existing Structure Type GCB-TYPE 1-48 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape i I _ ra�- 0.00 ft Bottom Area19.635 s f V M CH B Type Node i Record Id: 009 Desscrip: Prototype Record Increment 0.10ft Start El. ;117.95 ft Max El. �122.50 ft (Void Ratio Condition Existing Structure Type CB-TYPE 1-48 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 19.635 sf MH/CB Type Node Record Id: 010 Descrip: Prototype Record Increment 0.10ft l Start El. 116.85 ft Max El. 122.25 ft Void Ratio 100.00 r Condition `Existing Structure Type CB-TYPE 1-48 r- Ent Ke Groove End w/Headwall (ke=0.20)'Channelization No Special Shape Catch 10.00 ft Bottom Area 19.635 sf M H/CB Type Node i Record Id: 010A re": Prototype Record Increment 0.10 ft Start EL 116.00 ft Max EL 122.00 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1-48 ffKe Groove End w/Headwall (ke=0.20) Channelization No Special Shape I ( � Catch 0.00 ft Bottom Area '19.635 sf I MH/CB Type Node Record Id: 011 �Descrip: Prototype Record Increment 0.10ft Start El. 114.00 ft Max El. 122.00 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1-48 ffKe Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft _� Bottom Area 19.635 sf MH/CB Type Node Record Id: 012 Descrip: Prototype Record Increment rio ft Start El. 116.00 ft Max El. 122.80 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1-48 i Ent Ke Groove End w/Headwall (ke=0.20) Channelization 'No Special Shape Catch 0.00 ft 'Bottom Area 19.635 sf _ i V MH/CB Type Node Record Id: 013 Descrip: Prototype Record Increment 0.10 ft tart El. 116.00 ft Max El. 122.50 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1-48 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 19.635 sf MH/CB Type Node Record Id: 014 Descrip: Prototype Record Increment 0.10ft Start El. 120.21 ft Max EI. 123.25 ft Void Ratio 100.00 I I Condition Existing Structure Type CB-TYPE 1-48 Ent Ke Groove End w/Headwall (ke=0.20)IChannelization �No Special Shape 3 Catch 10�ft (Bottom Area (19.635 sf �MH/CB Type Node Record Id: 613 Descrip: Prototype Record Increment 0.10ft Start EI. 117.11 ft� Max El. _ 120.49 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1-48 ffKe rrooveEnd w/Headwall (ke-0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 19.635 sf iMH/CB Type Node Record Id: 614 jDescrip: �rototype Record Increment 0.10ft Start EI. 115.49 ft Max El. 121.86 ft Ratio 100.00 Condition Existing Structure Type CB-TYPE 1-48 Ent Ke Groove End w/Headwall (ke=0.20)�Channelization No Special Shape i Catch 0.00 ft Bottom Area 19.635 sf MH/CB Type Node Record Id: BO UpStream Descrip: Prototype Record Increment 0.10 ft 122.00 Start El. 115.00 ft Max El. ft Void-Ratio- 100.00 Dummy Type Node Contributing Drainage Areas Record Id: 32L-001 Design Method SBUH Rainfall type TYPE1A.RAC F Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.097 ac _ C 0.00 DC CN Pervious CN 98.00 Pervious TC 0.00 min �DC TC 5.00 min F- DCI-CN Calc Description SubArea Sub cn Industrial � 0.097 ac 98.00 DC Composited CN (AMC 2) � 98.00 DCI-TC Calc Type Description Length Slope FCoeff _ Misc TT -F Sheet � �00 ft 0.0% 5.0 0.00 in � 5.00 min Pervious TC 5.00 min Record Id: 32L-002 Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv T 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area F`-OO ac DCIA 0.12 ac Pervious CN 0.00 DC CN 98.00 Pervious TC F 0.00 min (DC TC 5.00 min DCI-CN Calc Description F SubArea Sub cn Industrial 0.12 ac 98.00 DC Composited CN (AMC 2) 98.00 DO-TC Calc Type Description---T—Length Slope CToeff ��Misc TT Sheet 0.00 ft 0.0% 5.0 0.00 in 5.00 min IPervious TC �5.00 min Record Id: 32L-003 Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA F 0.144 ac Pervious CN 0.00 DC CN i 98.00 (Pervious TC 0.00 min DC TC F-------5.00 min DCI-CN Calc Description SubArea F Sub cn Industrial 0.144 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Cal -[------Type Description ( Length Slope Coeff Misc 1TT Sheet I 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 32L-004 Design Method F SBUH Rainfall type F----`YPE1A.RAC Hyd Intv _ 10.00 min Peaking Factor F 484.00 Storm Duration �� 24.00 hrs Abstraction Coeff 0.20 Pervious Area F"00ac DCIA 0.096 ac (Pervious CN 0.00 DC CN _ 98.00 Pervious TC F'—.60 min DC TC �5.00 min DCI-CN Calc Description SubArea Sub cn Industrial 0.096 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Calc Type Description Length Slope Coeff Misc TT Sheet 0.00 ft 0.0% 5.0 0.00 m 5.00 min Pervious TC �5.00 min Record Id: 32L-005 Design Method SBUH Rainfall type TYPEIA.RAC Hyd Inty 10.00 min Peaking Factor 484.00 Storm Duration [----24.00 hrs Abstraction Coeff 0.20 Pervious Area � 0.00 ac �DCIA 0.104 ac Pervious CN F 0.00 DC CN 98.00 Pervious TC 0.00 min �DC TC 5.00 min I DCI-CN Calc F- Description SubArea Sub cn Industrial 0.104 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Calc Type Description Length Slope Coeff Misc TT Sheet 0.00 ft 0.0% 5.0 �0.00 in 5.00 min Pervious TC 5.00 min Record Id: 32L-006 Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv ��10.00 min Peaking Factor 484.00 Storm Duration ( 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac iDCIA 0.204 ac Pervious CN 0.00 DC CN 98.00 Pervious TC 0.00 min DC TC 5.00 min DCI-CN Calc Description SubArea Sub cn Industrials 0.204 ac � 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Calc Type Description Length Slope Coeff isc I TT ------- (Sheet 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 32L-007 Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv ( 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac 'DCIA 0.314 ac __ I Pervious CN 0.00 DC CN � 98.00 Pervious TC 0.00 min DC TC 5.00 min DCI-CN Calc Description SubArea Sub cn Industrial 0.314 ac 98.00 _. DC Composited CN (AMC 2) 98.00 DO-TC Calc Type Description Length Slope Coeff [----`Misc TT Sheet 7.00 ft 0.0% F 0 0.00 in �( 5.00 min �� Pervious TC 5.00 min Record Id: 32L-008 Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv � 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac JDCIA 0.20 ac Pervious CN 0.00 DC CN 98.00 ;Pervious TC 0.00 min DC TC 5.00 min i DO -CN Calc Descriptions SubArea Sub cn Industrial 0.20 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI TC Calc Type Description Length Slope Coeff Misc TT �F- [-..,................ Sheet 0.00 ft—F-0.0% 5.0 .00 in �5.00 min 7 Pervious TC �� 5.00min Record Id: 32L-009 Design Method SBUH Rainfall type �TYPEIA.RAC Hyd Intv F---10.00 min Peaking Factor 484.00 I Storm Duration 24.00 hrs .Abstraction Coeff 0.20 _ F �. 'Pervious Area 0.00 acDCIA 0.31 ac i i I Pe ious CN 0.00 DC CN � 98.00 Pervious TC 0.00 min DC TC 5.00 min I DCI -CN Calc Description SubArea _( Sub cn Industrial 0.31 ac 98.00 DC Composited CN (AMC 2) F 98.00 DCI -TC Calc TypeDescription Length Slope Coeff Misc � TT Sheet 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 32L-010A Design Method SBUH Rainfall type TYPEIA.RAC Hyd Inty 10.00 min Peaking Factor .. 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0:00 ac �A 0.596 ac Pervious CN 0.00 �DC CN 98.00 Pervious TC 0.00 min DC TC 5.00 min DCI-CN Calc Description SubArea Sub cn Industrial 0.596 ac _ 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Calc Type F- Description Length Slope Coeff Misc r TT Sheet 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 32L-613 Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 1.128 ac Pervious CN 0.00 DC CN 98 00 Pervious TC 25.3349 min DC TC 5.00 min Pervious TC Calc Type Description F Length FSlope Coeff Misc TT _ Sheet something -F 350.00 ft 1.25% 0.05 2.50 in 15.1337 min Shallow shallow 235.00 ft 0.9% 0.06 7.7166 min Shallow something 23.00 ft 3.0% 0.04 0.2758 min I _ Shallow 'shallow �43.50 ft 3.5% 0.035 �4225 min Pervious TC 23.5486 min DCI-CN Calc Description SubArea Sub cn Industrial 1.128 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI -TC Calc Type T Description Length Slope Coeff I Misc TT Sheet f 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 32N-011 Design Method F S136 Rainfall type TYPEIA.RAC Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 ;Pervious Area 0.00 ac DCIA 0.07 ac 'Pervious CN � 0.00 DC CN � 98.00 Pervious TC 0.00 min DC TC 5.00 min DCI-CN Calc Description _ SubArea Sub cn Industrial 0.07 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Calc -F Type Description Length Slope Coeff Misc TT Sheet � � 0.00 ft 0.0% —5.0 �0.00 in [5.00 min Pervious TC 5.00 min Record Id: 32N-012 Design Method SBUH Rainfall type [-------:FYPEIA.RAC Hyd Intv 10.00 min Peaking Factor _ J 484.00 Storm Duration 24.00 hrs Abstraction Coeff � 0.20 Pervious Area ( 0.00 ac DCIA �0.048 ac Pervious CN 0.00 DC CN 98.00 Pervious TC 0.00 min DC TC 5.00 min F— DO -CN Calc Description SubArea Sub cn ^^ Industrial 0.048 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC CA Type Description Length Slope Coeff Misc TT Sheet 0.00 ft 0.0% 5.0 F0.00 in F---`--00'min Pervious TC 5.00 min Record Id: 32N-013 Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 i Pervious Area 0.00 ac DCIA 0.209 ac Pervious CN 0.00 DC CN 98.00 Pervious TC 0.00 min �DC TC 5.00 min _ DCI-CN Calc Description SubArea Sub cn Industrial 0.209 ac 98.00 DC Composited CN (AMC 2) 98.00 �DCI-TC Calc — Type Description length Slope Coeff Misc TT Sheet 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 32N-014 Design Method SBUH Rainfall type TYPEIA.RAC 'Hyd Intv f 10.00 min (Peaking Factor �84.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 'Pervious Area 0.00 ac DCIA 0.103 ac Pervious CN 0.00 DC CN 98.00 Pervious TC 25.3349 min DC TC � 5.00 min I Pervious TC Calc Type Description Length Slope Coeff Misc TT Sheet something 350.00 ft 1.25%—[-0.05 2.50 in 15.1337 min Shallow shallow 235.00 ft 0.9% 0.06 7.7166 min Shallow something 23.00 ft 3.0% 0.04 0.2758 min Shallow shallow _ 43.50 ft 3.5% 0.035 [----'0.4225 min ���� � � Pervious TC 23.5486min DCI-CN Calc Description SubArea Sub cn Industrial 0.103 ac 98.00 DC Composited CN (AMC 2) 98.00 DO-TC Calc Type Description Length Slope Coeff Misc TT Sheet � [-0.00 ft 0.0% � 5.0 �0.00 in 5.00 min F— Pervious TC 5.00 min Record Id: BO UpTrib Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 �ervious Area 0.00 ac DCIA 1.056 ac Pervious CN F 0.00 DC CN 98.00 Pervious TC 00 min DC TC r 5.00 min { v DCI-CN Calc Description SubArea Sub cn Industrial 1.056 ac 98.00 DC Composited CN (AMC 2) �98.00 DCI-TC Calc Type F- Description-[---Length Slope FCoeff Misc TT Sheet � 0.00 ft 0.0% 5.0 �5.00 min Pervious TC 5.00 min Licensed to: BergerABAM ►s w .opt Qs is ✓. r 6 y Y y �� .� ���t!i"`"19'•+�•�� <��� ,+� F:o� i�l 111 I111�'�' ::�*.+� ,� �� � ����� art, r .10 Ik All �66.` � � /'�{ ::.4i'r44ii-444jMr'r4jt>•r4+r'r'r+rrf#r4� � ,:i All tip TI lot - ff , � ai3€tT!! 5��...�i a7�;.'73t' uG2.=R+r iYOi:'e1�►� iC..::7.:Y +a��.'�S2,J P'�.�' . � � ., � `�1 y 1 Y .�, , D - ." . ter.. 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Rsaancmuuaaze,r��w.ar..ewrw.r _9 x File Data LMA Help Det®ea'Documenla[ion� �.� �_...• ` A--J—ARJe, Basins O [.;T Discharge a Layouts -- Dev Basin 34 - 'Truck lnspecti, Unfitled L. 708B i,IL Flydrographs = 709A -;-®Nodes C;kL Reaches F77 704C 705C 706C 001 16 7098 N 34 UP Trib 0G' 7096 P-�544 szI07 67 04 02 74 5 Pb37 - P-004 P-704 P-705 P-706 P-707 Psggo 637C v q 722 w d P-722 70 B 70 B 7 IB 6m d n 7 a 707 44 N 63 003 7 4 Z'� v 0 541 S 34 UP Tri6 r P-641 P-S34 j-12,109 76 1 6 34 i33'30 Angle NodelD %hID T-1,lnsp-lbn De,Basin 34 B.g ARAM M :Al St SW313(Not n— J 4$ V to:S AM ® x FM Data kW L* Dab Ti iD--,,*ae l & ®1 �.... .� 3 1 *t ®�_�.L�I y'I __® O ®Basins >.-t.t,Discharge a - 'Layouts -- Dev Basin 34 A Trudclnspecti� Untitled 134E-706BJ i?•?:�Hydrographs T (34C-709AJ IT, Nodes F,l Reaches 134r 704r1 I34C-705C1 134C-768Ci 134-ABET IM11O1•JEJ (.340-00I r-1 INCEJ 1544 ac INOfL_134A-SLI8 14C 709BI 11,662 ac 1206 ac m 0 M N INONEI J34E 371 INO JEJ (34C 021 134C-041 134-7051 134C 706) 134C-071 30.401 ac 11.662 ac - 11.507 ac 9.752 ac 7.35 ac 5.'_1E ac (a4C 637 NE N I INONEI m m > I �+ 7.064 ac 134C-048) yy m - 134C- BI (34C-0661 3 PC J (34C 7 BI o a 134D 391 I34C-0631, ,. 134C 24] w [C4. 39] 1 JNOfJE1 134-DI I34C 7251 Lair ac 1.409 ac J 9 124:236 176 1 6 34133 i3.01• Ante BasWd UA. Truck lnspeom DevBamn34 13erpec4BAM �'' ....__.�._......_ m 10.95 FM.. _a x His Qata Mizc Help Data Tree Documentation r+m m *._' ®�--upomj ®Besins %Discharge ''Iv Layouts -'Ar Dw Basin 34 �}Truck lnspecti� 0 Untitled 7088 +`.A�F+ydrographs Y r..®Nodes 709A [ Reaches n 704C 705C 700C o 001 1 7 8 7 N 34 UP Trib 006 -Cn 0.40% 1 0.4756% 123% CS � m � W7 67 04 2 74 r 7 7� 1.4,11 0.9ri21% ... 0.875 h 0.2114".0 0.488% 0 24% �Odo 0 E37C �9 w `?.. 14 722 a' 0.74% e 70 B 70 B B �p c 7 N 707 H w D33 7 4 0 0 sal S 34 UP Trib 0-6589% 0.005% 4 � 4 1.75.226 176 i 1 ,6 34 33 3.0 Ate....... ( NadelD St pc Truck lnspeUmn r)-S,m 34 ',Bnger BAM . Start ,�';} �6'Va W C:K St.—Sf ed3G(Not Re._ )* �%10:47 AM A x Fie 4ata rtisc yap Ma Trse Doaanentetion' Fn �„_J �.®� .•..., .e. r�,®Basins G;'w Discharge a Fi 'Layouts — }'�D-Basin 34 }�C Truck Inspect, y }' 7086 Untitled r+IAIL Hydrographs `g 709A w 0 Nodes [H\Reaches y p B 704C 705C 706C 3 .g um 716 N 34 UP Trib 005 J j 12 in 70 Diam 121n Diam 709E 24 in Diam N N O 8 r 3 3 r n3 107 h 7 r 4 7 7+ 30 in Diam 18 In Diam 18 in Diam 18 in Diam 18 in Diam 1H in Diam 637C t3 r'v t4 722 3 N 12 n D14m E 70 B F o E 70 B 713;B A O $ 7 ti d 707 N O 6 C 3 003 7 4 Q 3 S O, 3 3 F 0 Far S 34 UP Trib 18 in Diem 24 in Diam t61;212 76 1 fi 31 33 3.0 1 Mgle�— -�- NodelD Sze ;Trmkinspect on Dav 8asn 3( ;13aperABAA1 _ frstart U-h e s_.3 M -Fit smrmshedae(Not ae._ M47Aw _m < File Da[a ftisc Celp Dat Tree I Dmw ,anon I. O11tltRl ■.. >` 401 _. __. _... ____. _... ...... _.. .. «�Basins :w. Discharge a ;?k Layouts -3 Dev Basin 31 } 'Truck Inspect- T 122,0014 ft Untitled - L Hydrogrerphs Y 122.128 it t.1 Nodes L; Reaches iy�1 0 119✓3t738 ft 120.8161 ft 121.3738 fl rym �i 121.972fl g 11?.CA3A ft 122.7 7 1 it 122.22670 117.9992 it 119.7 CO ft9 0003 ds c 1.1941 cis 0.932T cis N � ilk lift m 119. 25R 119.7 71 ft 12V 2ft 121.3 7ft 121.7 16it 18.4 27 ft • - 9.0003 Ms 8.8804 cis 17.5418 Its] 5 6842 cfs 4.0339 cfs 117.6157 14Y.554 it 121.969 it n ci D 8363-is 119.8 89 ft 120.t E ft 121. C it B g ^N 122.0 W it e o 121. 7 it 117.E 09 fl � 119.9217 122. 66it N a 117 '59 it 1171 64i it 117,6491 it 122 0 07 ft 1.0897 cis 1,0897 cis 1J 98,43 76 1 j 6 134 33130 Angle 1 HGL Desg!] i Truck lmperlpn Dev Base 34 IBerg.ABAM start L,} _,.1®.�ijf stormshed3G(W Re._ 10:51 AM -- 25 yr Appended on: Tuesday,March 04,2014 11:01:29 AM ROUTEHYD [] THRU [Truck Inspection] USING [25 year] AND [TYPEIA.RAC] NOTZERO RELATIVE SCS/SBUH Gravity Analysis using 24 hr duration storm [Reach Area Flow Full Q Full nDepth Depth Size nVel fVel Infil Vol CBasin/Hyd ID (ac) (cfs) (cfs) ratio (ft) ratio �� (ft/s) (ft/s) (cf) I ® - 24 in P-S34 1.409 1.0897 1.7376 0.6271Fi.148 0.574Diam 0.584 0.5531 0.00 34-D P-641 1.409 [1.0897 9.2621 0.1176 0.3483 0.2322 Diam [ 3.5013 [5-2413 0.00 24 in P-640 1.486 [1.1492 15.6192 0.0736 0.3669 0.1835--[- Diam 2.908 [4.9717 0.00 34D-639 F �F _� [P-638C [1.824 11.9201 0.1183 0.4656 0.2328 24 in 2.543.79430.0034D-638 [ 1.4106 � Diam _ - P-637C 2.021 1.563 10.0446 0.287610.1438 24 in 5.6243 11.1603 0.00 34C-637B ���[35.0611 Diam P-725 0.319 [0'-2-4-67 2.9054 0.0849 [-o1968. 0.1968 12 m 2 2578 3.6993 0.00 [4C-725 ' Diam ��� P-724 0.657 0.5081 2.9054 �0.1749 0.2826 0.2826 12 m [2.78643-6993 0.00 34C-724 [�� � Diam -1- FP-723 1.084 0.8383F2.8847 0.2906 0.3693 �0.3693 Diam [3.1816 F3-6729 0.00 134c--723 P-722 1.084 3.3292 0.342 0.342 12 in 3.5315 14.2388 0.00 1-�-[0.8383 ���_ [0.2518 �� �� Diam I P-707B 0.952 0.7362 2.2896 0.3873 0.3873 12 in 2.6207 2.9152 I 0.0034C-707B � � [0-3216 ��IDiam 1 P-714 2.036 1.5746 1.2238 1.2866 --- Fna 12 in 2.0048 11-5582 0.00 _ I FDiam P-708B 0.952 0.7362 1.9734 0.3731 0.4232 0.4232 D12 in iam 2.3281 2.5126 0.00 34C-708B [P-709B [1.206 0.9327 4.2921 [0-2173 0.3168 0.3168 Diam 4.3643 15.4649 0.00 709BSUB2;34C- [P-709A 0.2614 0.4122 " 0.6342 ( 0.4817 0.5781 10in0.80010.75580.0034C-709A [0.338 � � I Diam � �� � P-709 [1544 1.1941 2.669 0.4474 0.4688 0.4688 12 in 3.3032 3.3982 0.00 Diam [P-708 [2.496 [1.9303 4.0033 [0.4822 0.4896 0.4896 Diam F F.0492 .0971 1 0.00 [P-707 [5.216 9 5.5899 0.7216 0.9442 0.6295 ( D8am 3.443 3.1632 0.00 34C-707 P-706C 0.74 _[4.033 0.5723 [5.3263 FO1074 0.2207 0.2207 Diam 4.4461 6.7816 0.00 34C-706C ---[-- [P-706BFo .824 0.6373 7.0738 0.0901FO.2028 0.2028 Diam . F 0066 0.00 34C-706B -'[ -j-[ P-706 7.35 5.6842 7.93 _ 10.7168 0.94 0.6266 Diam 4.8774 [4.4874 0.00 34C-706 P-705C 0.863 0.6674 4.0551 FO.1646 0.2741� 0.2741 Diam 12 in 3.8195 5.1631 0.00 34C-705C P-705B 0.89 0.6883 2.5075 0.2745 0.3581 F .3581 Dia12 m 2.7237 [3.1927 0.00 34C-705B -[P-705 9.752 7.5418 5.2463 1.4376 ----- na Diam 4.2678 2.9688 0.00 34C-705 Fp 704C 0.471 FO3643 �4.5997 0.0792 0.1899 0.1899 Diam 3.5075 5.8565 0.00 34C-704C 0.3871 in 1 2.9256 1 3.2564 1 0.00 34C-003 :�F-J-FDiam P-003 [0.496 0.3649 1.1365 0.3211 0.258 - 12 n [4-2288 �5.6951 0.00 134C-704B [0.2756 i m FD ai [P-704B F0.987 0.7447 4.4729 0.1665 0.2756 [P-704 11-507 [8.8804 10.6734 ^0.832j 1.0454 [0-6969 18 in 6.7-535 6-0399 F o-oo 34 C-704 Diam F 17 1.09010.5451 [ 5.1231 4.9471 Fo-oo 134C-002 -- - rDiam [�FP-0021.622 F8-9694 F15.54 0.5771 24 in [5 127 4947 34C-00 I [0 5462-I-FI5--[O 5791 F1 0925[P 001 1 11.662 9.0003 .5417 Diam 1 F 1 F000 I ���� 1.0778 F 0 5665 0.5389 24 in 5.2139 [5.0572 0.00 Diam F F .3077 18 in 7.1015 [6-3989 0.00 Diam F 0.6742 - --F--[0.7959 1.0113 r11.662 [9.0003 11 --[ - -[ [21.3929 0.00 34-ABE .1903 0.5914 [0.2957 24 n 16-4637 m -- Fo- Diai P-N34 12.7907 F67.2077 0.00 34E-637 -[10-6395 [11.0422 F [0.4605 30 n M Diai P-637 [30.401 [23.4924 4.2033 [0.4334 F,.1514 HGL Analysis - j- - - - [ HG El(ft) App (ft) Bend (ft) Junct Loss (ft) Adjusted HG E (ft) Max El(ft)F From Node To wo e -F 116.77 120.3500 117.3775-1 0.2574 [-fl 7.611 6-37 [ 1-07 0.36�9 0.1250 -637C F 63-7 117.61-67 [ 0.0031 F 0.0021 117.6157 120.3200 638c -637c 1�--�228 6-6621 F6-6662--F- ------ F-I 17.669--'-1 119.9600 F - 640 638C 117.6266 0.0059 0.0052 117.6259 120.6700 641 640 F 117.6448 0.0019 0.0000 ------ 117.6430 F 121.5500 S 34 UP Trib 641 F 1 77.6491 --na-- �� --na-- --na-- 117.6491 121.5500 004 F 637 1 118.4427 [-0.1274 1 0.1675 1 ------ 1 118.4828 122.5000 005 004 118.7175 0.1274 0.1408 �� ---- �� � 118.7308 121.9000 �_______ 001 005 118.9562 0.1266 F 0.1 338 I ------ - 119.0034 123.0000 002 001 I 119.2365 �0 3921 0.4781 ------ F�119.3225 123.0000 -_ 704 1 002 I�120.0353 0.2828 I0.0020 0.0327 I--119.7871 (- 121.3700 705 704 -120.8909 0.1607 0.0011 0.0288 120.7602 122.2700 706 705F121.3896 0.0809 0.0003 1 0.0177 121.3267 1123.0200 No approach losses at node 708 because inverts and/or crowns are offset. 707 (�706 121.6521 0.0938 0.1081 �0.0452 121.7116 123.5600 714 707 1121.8510 0.0177 ;;0 1 I0.0090 F-121.8554 124.4900 �722 I 714 �121.9597�r 0.0177 0.0270 ----�� � 121.9690 124.8100 �723 722 122.0071 I 0.0065 I� 0.0002 ------ -- --122.0009 123.9700 F 0. 122.0166 123.9500_724 0 - ------ 122.0207 123.6300725 724 122.0207 707B C 714 121.9067 [----- ------ ----- � 121.9067 123.8400 708 707 121.9153 0.0359 6.0437 �0141 121.9372 �124.4900 708B [_ 708 ( 122.0014 F ------ I ------ ------ 122.0014 F 122.6400 No approach losses at node 709B because inverts and/or crowns are offset. 709 � 708 � 122.1363 0.0219 0.0001 0.0045 � 122.1191 I- 124.8700 122.226 ---- 122.5100709B 709 I- 709A 709 122.1280 F ------ F ------ ------ 122.1280 F 124.5600 706C ( 706 I' 121.3738 ------ ----- �I�- ------ 121.3738 123.0900 __ 1._.__ __ � ------ � ------ __� ------ -� 706B 706 1213748 121.3748 2325oo �OSC 705 120.8161 �----- ------ ____.------ 120.8161 121.5400 705B 705 120.8160 ------ � 120.8160 122.5200 704C 704 119.8038 ------ ------ ------ 119.8038 121.5900 704B F 704 1 119.8535 0.0170 F 0.0124 F� � 119.8489 121.5600 003 704B 119.9217 - �� ------ ----- �119.9217 120.0000� N 34 UP Trib 637 117.9992 --na-- --na-- --na-- 17.9992 120.3200 Conduit Notes Reach ---HW Depth (ft) HW/D ratio Q (cfs) TW Depth (ft) �Dc(ft) Dn (ft) Comment P-637 -6.5747 2.6299 23.49 �5.9700 1.6503 F1.1514 JOutletControl �P-637C 5.8667 �� 2.9334 I 1.56 5.8610 0.4325 F6.2876 Outlet Control P-638C F 5.3028 JF- 2.6514 1 1.41 F 5.2957F 0.4102 0.4656 Outlet Control -640 4.9667 2.4833 1.15 4.9609 0.3698 0.3669 jOutlet Control P-6414.3448 2.8965 1.09�� 4.3259 �0.3900 �0.3483 Outlet Control �P-S34 3.4991 1rr.7496 1.09 3.4930 �0.3602 1.1480 Outlet Control P-004 ��6.4927 3285 �� 9.00 5.6610 1.1609��1.0113 Outlet Control P-005 6.2225 3 1 1 12 _ 9 00 5 9878 1.0712 1.0778 Outlet Control -- P-001 �1722 3.0861 9.00� 5.9468 1.0712 1.0925 Outlet Control _. _ _ P-002 F 6.2305 3.1153 8.97 5.9974 1.0692 1.0901 Outlet Control P-704 6.7853 ....._._...4.5235 1 8.88 6.0725 F 1.1535 1.0454 jOutlet Control P-705 -7.2908 4.8606 �7.54 6.1871 1.0641 >D Outlet Control P-706 7.5197 5.0131 5.68 6.8903 0.9225 0.9400 Outlet Control P-707 -6.8337 4.5558 4 03 6.5067 0.7691 0.9442 Outlet Control P-714 6.0800 6.0800 1.57 5.9406 0.5327 >D Outlet Control P-722 6.2557 F 6.2557 0.84 ��6.1454 0.3832 O.3420 Outlet Control �P-723 4.8971 4.8971 0.84 4.8590 0.3832 0.3693 Outlet Control P-724 4.7081 F 4.7081 ( 0.51 4.6909 0.2957^F0.2826 Outlet Control P-725 4.4007 4.4007 0.25 _ 4.3966 0.2040 0.1968 jOutletControl P-707B4.3957� 4.3957 OW4.3454--F 0.3582 0.3873 jOutlet Control P-708 6.0612 --�6.0612 1.93 5.8566 0.5926 6.4896-[Outlet Control P-708B 4.6124 4.6124 0.74 4.5472 0.3582 0.4232 Outlet Control -709 6.0463 6.0463 1.19 5.8 472 0.4607 0 4688 Outlet Control I r-'09B 4.3526 �� 4.3526 �0.93 4.2491 0.4051 0.3168 Outlet Control i r-709A�� 4.7770 5.7326 0.26 4.7691 0.2212 0.4817 �utlet Control P-706C-1 6.3538 6.3538 1 0.57 6.3067 0.3144 0.2207 jutlet Control P-706B s .2548 6.2548 F 0.64 6.2067 0.3325 0.2028�Outlet Control P-705C 4.4461 - 4.4461 0.67- - 4.3902 0.3406 0.2741 Outlet Control P-705B- �4.5459v �� 4.5459 0.69 _ 4.4902 �0.3459 0.3581 Futlet Control P-704C F 3.8338 F 3.8338 F 0.36 I 3.8171 FO.2492 [0.1899 jOutlet Control P-704B � 3.8835 m 3.8835 0.74 -3.8171 0.3603 0.2756 Outlet Control �P-003 2.1642 �3.2466 0.36 F 2.0889 0.2809 [0.2580 Outlet Control �P-N346.0484 3.0242 12.79 5.6610 1.2866 0.5914 Outlet Control Licensed to: Engenious Systems, Inc. Appended on: Tuesday,March 04,2014 10:55:23 AM ROUTEHYD [] THRU [Truck Inspection] USING I100 year] AND [TYPEIA.RAC] NOTZERO RELATIVE SCS/SBUH Gravity Analysis using 24 hr duration storm Fk Data hFac _H., Data Ties I D..Ument4ion.�.. a. ®j jl ail 1 W I •L.. I ) I- Dv e!.__.. ...__.. Resins � Discharge a }�LayoNs -Yj1a'D—Basin 34 -}*Tmck lnspecti; UnMled o L 2.741 8i A.Hydrographs 1 124.2126 ft 5 Nodes Reaches y- 121.4921 ft 1121.MI 1123.191 �o 1 i' 9,97ft (122 r11 119.92 ft 110.9`:�Ii ft 1203578ft 124.: 1 fl � - 50.3081 cts o IB755 cfs 0.9327 cis � o 11$"'S_1 ft 11gr t91 120.7 63ft jd� 112 371 112 121 [123 1 10.3681 cis 1 8.680418.6879 cfs] 6.548 cfs 4.6466 cfs 1185113 �� i fl 124 0036 ft 5. � 09657 Cts ft 122. fl 123.1 ftJ ^� n$ 1124-1 a � (123. ] O n`1�`Jdy 1185 82 ft 1120.10 [12 05] N (y N NN 118 '!49 ft 116 5475 1 118s557n p2 >31 125 S2 U. 1.2552 cfs f ! 48;103,76 aat ,6 34 33 3TT0! Mee I HGL r DesgdJ Tmdclmpectim ..... Dev Bean 34 : JB4tpec460M St-.Shed 4(( ppq���--Vvv (::'Start uT L� �iJJ 3G(Ni Re._ �fI)fPEtJ 1056 M 100 Yr Tfi-ow-j- Full I;Ull "Depth'- --[-i��i-jlnfilv-Vol[ Size F nVel Reach Area Depth CBasin Hyd ID (ac) I (cfs) (cfs) ratio (ft) ratio (ft/s) I (ft/s)--1 (cf) P-S34 1.409 [1.2552 034-D 1.7376 0.72241.2599 Fo.6299Diam 0.6022 0-5531 0.0 P 641 [[ 1.409 [1.2552 -9.2-621 O-1-3-55-Fo.-3-729 0.2486 18 in ���[5.2413 0-00F Diam P_6401.4861.323815.6192 0_08480.39320.1966 24 in 3.0331 4-9717 0-00 134D-639 1 Diam -i4 in I-P-638C [1.824 1-625 [11.9201 0.1363 0.4987 o--2494 FI Diam [2.6553 [3-7943 0.00 34D-638 -1.8005 in5.874 L1603 0.00 34C-637B 2.021 35-06 -0514 0.3077 0-1538 Diam --F [P-637c 11 Fo F, I F-, 12- in [2-3509 [3.6993 0-00 34C-725 [P-725 [0.319 [0.2842 [2.9054 0.0978 0.2112 Fo.2112 Diam[P_724 [0_657F_[_ 0_ 2.9054 F12 in -724 0.2015 0.3045 F 5853 0_3045 Diam [2.8936 [3.6993 134C 12 in 0.9-657 [2-8847 [0.3348 0.3978 [0-3978[P-723 -084 Diam 3.316 [3.6729 0.00 34C-723 F F - -I [ [3.6701 [4.2388 0.00 0.3689 Fo.3689 Diam P-722 [1.084 [0.9657 [3-3292 [0-2901 0.4215 12 in [2.6962 [2-9152 0.00 34C-707B [P-707B 0.952 [0.848 2.2896 0.3704 0.4215 Diam F -- - - -I 12 in P-714 - ---1-.2238 [1-4821 na Diam 2.3094 2.036 F,.8138 1 [ FI-5582 0.00 P-708B0.952 �0.42980.8481 "[ 1.9734 0.4583 f 0.4583 Diam n [2.4159 2.5126 0-00 134C-708B 12 in A-SUB2;34C- 0.2503 5452 54649 0.00 0 4.2921 [---Fo 341 0 341 Diam r79 B [P-709B F, 206 F, 0744 [ F . ............. P-709A 0.338 0.3011 0.4122 Fo.7305 0.5291 FD I 0.8243 0.7558 0.00 34C-709A ---[P-709 1.544 [1-3755 2.669 [0.5154 0.5093 0.5093Diam [3.4217 [3-3982 0.00 P-708 2.2236 4.0033 0.5329 0.53291_[_ 12 in5.2256 5.0971 0.00 [2_496 ��� � [0.5555 � F Diam P-707 5.216 4.6468 5.5899 0.8313 1.0447 0.6965 FDiam [3-5365 F.1632 0.00 134C-707 [P-706C [0.74 [0.6593 [5.3263 [0.1238 [0-2377 [0-2377 2 in [Diam 4.612 [6.7816 0.00 134C-706C - - - P-706B [0.824 0.7341 F .07" 12 n 0.1038 0.217 0.217 FDiam [5.8424 9.0066 0.00 34C-706B [P-706 7.35 -6.548 7.93 ( 0.8257 1.0393 0.6928 Diam 5.012 4.4874 0.00 34C-706 - -I - --- P-705C 0.863 0.7688 4.0551 0.1896 0.2951 0.2951 Diam 3.9692 5.1631 0.00 34C-705C - - - -[ P-705B 0.89 0.7929 2.5075 [0-3162 0.3847 0.3847 12 Diam [2-8477 [3.1927 0.00 34C-705B P-705 9.752 8.6879 5.2463 1.656 ----- na 8 in 4.9163 [2.9688 0.00 34C-705 �� �� �____� FFDiam 1 - - 1 P-704C i 0.471 0.4196 4.5997 0.0912 12 n 0.204 0.204 Diam 3.6464 5.8565 0.00 34C-704C �P-003 0.496 �0.4205 1.1365 0.37 0.2808 0.4213 8 in 3.0109 3.2564 0.00 [34C-003 Diam 134C-704B4.4 0.2969 .29_69 12 n4.3926 [5-6951 0.00 P-704B 0.987 0.8579 mDia [P-704 [11.507 10.23 10.6734 0.9585 1.1771 [0.7847 D iam [6-8767 [6.0399 0.00 �34C-704 - � Ii F -002 11.622 10.3324F15.5417 FO.6648 1.1922 0.5961 FDiam4 in 5.291 4.9471 0.00 34C-002 � [P-001 [11.662 [10-3681 F 5.5417 FO-6671 1.195 0.5975 FDiam F 2943 [4.947 1 0.00 134C-001 P-005 10.3681 15.8875 0.6526 1.1774 10.5887 24n5.3895 5.0572 0.00 [11.662� � Diam P-004 [ 11.662 110.3681 11.3077 0.9169 1.1306 rO.7537 Fi7.256 6.3989 0.008m am �N �F - 24 n 1-[21-3929 0.00 34-ABE--[0.3183 14.7343 67.2077 0.292 0.6367P-N34 16.539 mDia 30.401 27.0623 54.2033 0.49931.2491 0.4997 Diam 11.0359 11.0422 0.00 34E-637 [P-637 � 1Oi HGL Analysis From Node FTo Node I HG El (ft) FApp (ft) FBend (ft) I Junct Loss(ft) FAdjusted HG El (ft) Max El (ft) 117.39 637 I-07 1 118.1952 0.3416 0.4856 659 �.,..-----118.5051 120.3500 - ----- -- 118 5113 120.3200 637C 637 r 118.5127 0.0042 �0.0027 � 638C 637C �118.5207 i 0.0028 6.0002 ------ 118.5182 119.9600 640 638C 118.5259 0.0078 0.0069 �T ------ 118.5249 120.6700 641 640 j 118.5500 1 0.0025 0.0000 1 ------ 118.5475 121.5500 �S 34 UP Trib 641 118.5557 --na-- --na-- --na-- -F 118.5557 121.5500 - _ ------ �4---� 637 119.6088 0.1691J 0.2223 ------ 119.6619 122.5000 �F `0'005 004 119.9735 0.1691 0.1868 - ------ 119.9911 121.9000 001 005 �120.2902 �0.1680 �0.2306 ------ - 120.3528 123.0000 002 - 001 �120.6 :i �0.5204 0.6345 ----- 120.7763 123.0000 704 002 121.72220.3753 0.0026 �0.0434 121.4700 �21.3700 ( ---705 704 122.9347 0.2132 0.0015 0.0382 122.3700 F122.2700 706 �705 123.2053 0.1074 0.0004235 ---123.1200 123.0200 No approach losses at node 708 because inverts and/or crowns are offset. 707 �706 123.5523 0.1245 0.1434_�599 123.6600 F123.5600 - 14 707 123.8450�� 0 0235 0.0174 0.0119 123.8508 124.4900 722 [-714 �123.9913 0.0235 �� 0.0358 ------ 124.0036 124.8100 723 722 F124.0542 0.0086 0.0003 ------ 124.0700 123.9700 724 �723 A �124.0929 0.0020 0.0000 �1--- r -124.0500 123.9500 725 F 724 I 124.0554 -------[- ��----- 123.7300 123.6300 707B 714 123.9187 ------ � ------ 123.9400 123.8400 __ -- E_ 708 707 _ 123.9306 0.0476 0.0580 0.0187123.9597 124.4900 708B 708 124.0452 --- - 122.7400 122.6400 No approach losses at node 709B because inverts and/or crowns are offset. 7-09 708 F124.2240-[ 0.0291 F0.0002 0.0060 124.2011 124.8700 709B 709 l 124.3425 � ------ 2126 124122.6100 122.5100 __....._ - 124 5600 709A ? 70_9 .21 12426 L..__--- ----- �...._._-___ 706C 706 123.1825 ------ ------ ------ 123.1900 123.0900 706B [-706 . 123.1838 ------ - ------ 123.1838 F 123.2500 705C �F 705 122.4443 ----- I ------ I`----- 121.6400 F121.5400 705B 765 12244.40 F ------ �------ � 122.4440 122.5200 704C 704 �121.4921 ----- --F ----- ------ --121.4921 F 121.5900 �704B �704 �121.5581 0.0225 0.0164��---- 121.5520 121.5600 003 704B 121.6494 ---- ---- ------ ��120.1000 120.0000 F N 34 UP Trib F637 1 119.0200 F --na-- --na-- I---- --na-- 119.0200 120.3200 Conduit Notes (Reach HW Depth (ft) FHW/D ratio Q (cfs) TW Depth (ft) Dc(ft) Da (ft) Comment -637 �7.3924 2.9570 27.06 �6.5900� �1 7741 �1.2491Outlet Control P-637C��7627 �T 3.3814 F1.86 F 6.7551 0.4650 0.3077 Outlet Control �P-638C 6.2007 3.1004 1.62 � 6.1913 0.4414 0.4987 Outlet Control P-640 5.8659 2.9329 F 1.32 1 5.8582 0.3972�F 0.3932 jOutletControl �P-641 �5.2500 3.5000 1.26 �5.2249 _� 0.4194 0.3729 Outlet Control �S34 4.4057 �2.2028 1.26 .3975 0.3865 �1.2599 Outlet Control P-004 7.6588 � F 5.1058 10.37 6.5551 --- 1.2387 1.1306 Outlet Control P-005 7.4784 �3.7392 10.37 1----- 7.1669 1.1537 " 1.1774 Outlet Control P-001 7.5062 �531 10.37 � 7.2071 FL 1537 1.1950 jOutletControl P-002 �� 7.6562 3.8281 10.33 �3468 1.1516 1.1922 Outlet Control P-704 F 8.4722 5.6481 10.23 1 7.5263 F1.2315 1.1771 Outlet Control P-705 .33466.2231 8.69 �7.8700 F 1.1415��� >D Outlet Control P-706 9.3354 6.2236 6.55 �� 8.5001 �0 9899 F 1.0393 jOutlet Control P-707 �8.7339 5.8226 4.65 1- 8.3000 0.8283 1.0447 Outlet Control I P-714 F 8.0746 8.0740 �1.81 ( 7.8890 �0.5737 >D Outlet Control P- 222 8.2873 1 8.2873 F 0.97 �1 8.1408 0.4125 0.3689 jOutlet Control P- 223 1--6.9442 � 6.9442 0.97 6.8936 [0.4125 FO.3978 JOutlet Control P- 224 1 6.7829 �7829 6.59 �_6.7600 0.3180 0.3045 Outlet Control P-725 �6.4354 6.4354 0.28 6.4300 0.2195 0.2112 Outlet Control �P- 7B 1 6.4077 6.4077 0.85 1 6.3408 0.3855 70 6.4215 Outlet Control P-708 F- 8.0765 8.0765 F 2.22 7.8050 0.6377 0.5329 Outlet Control P-708B 6.6562 6.6562 0.85 6.5697 0.3855 FO.4583 Outlet Control P-709 8.1339 8.1339 �1.38 �7.8697 .4962 0.5093 Outlet Control P-709B 6.4684 6.4684 1.07 �6.3311 0.4359 0.3410 jOutletControl P-709A 6.8616 �8.2342 0.30 m 6.8511 0.2380 0.5291 Outlet Control P-706C F-8.1624 8.1624 F 6.66 8.1000 0.3384 FO.2377 Outlet Control P-706B 8.0638 �� 8.0638 0.73 ��� 8.0000 0.3576 6.2170 Outlet Control P-705C 6.0743 �� 6.0743 0.77 6.0000 �0.3663 0.2951 Outlet Control �P-705B 6.1740 6.1740 0.79 �6.1000 0 3723 �0 3847 Outlet Control P-704C�F 5.5221 1 5.5221 0.42 5.5000 0.2679 0.2040 jOutletControl P-704B 5.5881 5.5881 0.86 5.5000 0.3879 FO.2969 JOutlet Control P-003 3.8919 5.8385 0.42 �-3.7920 F 0.3024 0.2808 Outlet Control FN34 7.0692 3.5346 14.73 6.5551 1.3838 0.6367 Outlet Control Licensed to: Engenious Systems, Inc. Appended on:Tuesday, March 04, 2014 11:03:23 AM Layout Report: Truck Inspection Event Precip(in) ff24 HR 1.20 2 yr 24 hr 2.00 10 year �9o 25 year 3.40 100 year 90 Reach Records Record Id: P-001 Section Shape: Circular I Uniform Flow Method: Manning's Coefficient: 0.012 _ I rRouting Method: Travel Time Shift Contributing Hyd i DnNode 005 UpNode 001 Material � unspecified Size � 24 in Diam rnii osses Groove End w/Headwall Length 54.00 ft Slope 113.00 ft Dn Invert �12.784 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s _ 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-002 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode � 001 UpNode 002 Material unspecified Size 24 in Diam Ent Losses Groove End w/Headwall Length 61.00 ft Slope Up Invert 113.25 ft Dn Invert 113.006 ft s Conduit Constraints Min Vel � Max Vel Min Slope � Max Slope _ Min Cover 0.00 ft/s 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH �� 0.00 ftEx/Infil Rate 0.00 in/hr Record Id: P-003 Section Shape: Circular Uniform Flow Method: Manning's (Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 7046 —!UpNode 003 Material unspecified Size 8 in Diam Ent Losses Groove End w/Headwall i Length (� 71.00 ft Slope �75% Up Invert _ I 118.29 ft Dn Invert 117.76 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s �� 0.00% �50.00% 0.00 ft Drop across MH 0.00 ft IlEx/Infill Rate 0.00 in/hr Record Id: P-004 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 637 UpNode 604 Material unspecified Size 18 in Diam Ent Losses Groove End w/Headwall ILength _ 56.00 ft Slope 0.98% Up Invert 112.50 ft Dn Invert 111.95 ft i F� Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s _T 0.00% 50.00% 0.00 ft 'Drop across MH 0.00 ft Ex/Infil Rate �0.00 in/hr Record Id: P-005 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift iContributing Hyd DnNode � 004 UpNode 005 I Material unspecified Size [-24 in Diam Ent Losses Groove End w/Headwall Length 61.00ft elope 0.42% Up Invert 112.75 ft Dn Invert 112.495 ft Conduit Constraints Min Vel Max Vel I— Min Slope F �Max Slope Min Cover [--O--06 ft/s F 15.00 ft/s 1 0.00% �50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate F0.00 in/hr Record Id: P-637 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 ®� Routing Method: Travel Time Shift Contributing Hyd DnNode 1-07 UpNode 637 Material � unspecified Size 30 in Diam t Ent Losses Groove End w/Headwall Length 64.00 ft Slope 1.48/0 Up Invert 111.75 ft �Dn Invert � 110.80 ft Conduit Constraints Min Vel � Max Vel Min Slope Max Slope Min Cover 0.00 ft/s � 15.00 ft/s � 0.00% � 50.00% 0.00 ft ._. Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr I Record Id: P-637C Section Shape: Circular I I 1 Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift contributing Hyd DnNode 637 UpNode 637C Material Closed Conduits, Concrete Pipe Size 24 in Diam Ent Losses Groove End w/Headwall Length 28.00 ft Slope Up Invert �� 112.32 ft 'Dn Invert � 111.75 ft Conduit Constraints Mm Vel Max Vel Min Slope Max Slope Min Cover —F— I 15.00 ft/s 1— 0.00% F---`60 0 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr ................................... Record Id: P-638C Sect one Shape: Circular Uniform Flow Method: Manning's Coefficient: �0.012 I Routing Method: Travel Time Shift Contributing Hyd rn"cle 637C UpNode 638C Material Closed Conduits,Concrete Pipe Size 24 in Diam Ent Losses Groove End w/Headwall Length 102.00 ft dope 0.24% Up Invert 112.56 ft Dn Invert 112.32 ft Conduit Constraints Min Vel Max Vel «M n Slope Max Slope Mm Cover f 0.00 ft/s 15.00 ft/s � 0.00% 50.00% 0.00 ft Drop across MH (l_ 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-640 ,Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift �iC no tributmg Hyd DnNode 638C UpNode 640 Material F--unspecified ze 24 in Diam Ent Losses � Groove End w/Headwall Length 151.00 ft Slope 0.40% rpvert - 113.27 ft Dn Invert _ 112.66 ft 77- is Conduit Constraints Min Vel Max Vel Min Slope Max Slope in Cover 0.00 ft/s � 15.00 ft/s 0.00% � 50 00% 0.00 ft Drop across MH 0.00 ft SEX/Infil Rate 0.00 in/hr Record Id: P-641 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd - DnNode 640 UpNode 641 i 'Material Closed Conduits, Concrete Pipe Size 18 in Diam rEnt Losses Groove End w/Headwall Length ---" —__�- 129.00 ft Slope 0.66% Up Invert 114.15 ft Dn Invert 113.30 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Mni Cover F0.00 ft/s 15.00 ft/5 0.00% 50.00% 0.00 ft Drop across MH _ 0.00 ft E�l Rate 0.00 in/hr Record Id: P-704 (Section Shape: Circular I Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode � 002 UpNode 704 I raterial m unspecified Size 18 in Diam En Losses Groove End w/Headwall i Length 40.00 ft Slope 0.88% Up Invert f 113.60 ft Dn Invert 113.25 ft Conduit Constraints Min Vel Max Vel � Min Slope - � Max Slope �-Min Cover 0.00 ft/s 15.00 ft/s � r 0.00% 50.00% 0.00 ft rDrop across MH _ 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-704B Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 6.012 I Routing Method: Travel Time Shift Contributing Hyd DnNode 704 �UpNode �704B Material r Closed Conduits, Concrete Pipe Size r 12 in Diam .Ent Losses r Groove End w/Headwall Length 134.00 ft �ope 1.34% Up Invert 117.76 ft �Dn Invert 115.97 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% C 50.00% 0.00 ft Drop across MH 0.00 ft _ Ex/Infil Rate 0.00 in/hr Record Id: P-704C Section Shape: Circular Uniform Flow Method: f Manning's Coefficient: 0.012 Routin Method: Travel Time Shift Contributing ng Hyd DnNode 704 �UpNode F C Material Closed Conduits, Concrete Pipe Size 12 in Diam Ent Losses Groove End w/Headwall Length 143.00 ft Slope i Up Invert 117.99 ft rWin vert 115.97 ft w Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/sv 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft _ Ex/Infil Rate 0.00 in/hr Record Id: P-705 Section Shape: _ Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 704 UpNode 705 Material Closed Conduits, Concrete Pipe Size 18 in Diam Ent Losses Groove End w/Headwall Length 175.00 ft Slope F 0.21% Up Invert 113.97 ft �n Invert [—lM60-ft Conduit Constraints Min Vel Max Vel Max Slope j Min Cover �00 ft/s 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-705B Section Shape: � Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 705 UpNode 705B Material Closed Conduits, Concrete Pipe Size 12 in Diam Ent Losses Groove End w/Headwall I __ Length 131.00 ft 'Slope 0.42% Up Invert 116.82 ft Dn Invert 116.27 It I Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover FF 0.00 ft/s [--i5.00 ft/s � 0.00% 50.00% � 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.F- -00 in/hr Record Id: P-705C Se tc ion Shape: F Circular Uniform Flow Method: F-------Mianning's���]Coefflcient: F0.012 Routing Method: Travel Time Shift Contributing Hyd I _ DnNode v 705 �UpNode 705C Material Closed Conduits, Concrete Pipe Size F 12 in Diam Ent Losses Groove End w/Headwall Length I 143.00 ft Slope F 1.10% Up Invert 117.94 ft Dn Invert 116.37 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope in Cover 0.00 ft/s F®___ 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-706 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time ShiftContributing Hyd �DnNode 705 UpNode 706 Material Closed Conduits, Concrete Pipe Size 18 in Diam I Ent Losses Groove End w/Headwall Length 176.00 ft Slope �0.48% Up Invert 114.72 ft Dn Invert 113.8699 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s � 15.00 ft/s 0.00% 1---50.00% 0.00 ft "Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr I I I Record Id: P-706B Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 I Routing Method: Travel Time Shift Contributing Hyd I pnNode 706 UpNode � 7066 Material Closed Conduits, Concrete Pipe Size F 12 in Diam E Losses _ Groove End w/Headwall Length 132.00 ft Slope _ 3.34% Up Invert 119.53 ft Dn Invert 115.12 ft Conduit Constraints Min Vel Max Vel � Min Slope � Max Slope Min Cover 0.00 ft/S 15.00 ft/S r�0.00% � 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-706C Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 - - - ng Routing Method: � Travel Time Shift Contributing Hyd DnNode 706 UpNode 706C Material Closed Conduits, Concrete Pipe Size 12 in Diam Ent Losses Groove End w/Headwall Length 170.00 ft Slope 1.89% Up Invert 118.24 ft �n Invert 115.02 ft i Conduit Constraints Min Vel Max Vel in Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/ � 0.00% � 50.00% � 0.00 ft Drop across MH ( 0.00 ft Ex/Infil Rate F -00 in/hr Record Id: P-707 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift (Contributing Hyd DnNode 706 UpNode 707 Material unspecified Size 18 in Diam Ent Losses Groove End w/Headwall 1 Length 184.00 ft Slope 0.24% Up Invert 115.26 ft Dn Invert 114.82 ft Conduit Constraints v Min Vel � Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% 50.00% r 0.00 ft Drop across MH� 0.00 ft %Infil Rate 0.00 in/hr I Record Id: P-707B Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd F DnNode 714 �U 40de m707B Material unspecified Size 12 in Diam Ent Losses Groove End w/Headwall Length _ 94.00 ft Slope 0.35% Up Invert 117.84 ft !Dn Invert 117.51 ft i F Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s �~ 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/InfiI Rate 0.00 in/hr Record Id: P-708 'Section Shape: Circular rUniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 707 pNode 708 Material unspecified Size �12 in Diam Ent Losses Groove End w/Headwall Length 37.00 ft Slope 1.07% Up Invert 116.25 ft Dn Invert 115.855 ft I Conduit Constraints Min Vel Max Vel in Slope Max Slope Min Cover 0.00 ft/s �15.00 ft/s 0.00% F 50.00% � 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-708B Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 0 Routing Method: Travel Time Shift Contributing Hyd �� �DnNode 708 UpNode 708B CMaterial unspecified Size 12 in Diam Ent Losses Groove End w/Headwall Length 135.00 ft _-Slope F 0.26% `Up Invert 117.74 ft Dn Invert 117.39 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s � 15.00 ft/s r 0.00% _ � 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-709 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: ( Travel Time Shift ,Contributing Hyd DnNode � 708 ..,UpNode � 709 I Material Closed Conduits,Concrete Pipe Size 12 in Diam Ent Losses _ Groove End w/Headwall �ength 164.00 ft Slope F 0.48% Up Invert 116.87 ft Dn Invert 116.09 ft Conduit Constraints Min Vel Max VeI Min Slope Max Slope M in Cover 0.00 ft/s � 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0. 00 in/hr Record Id: P-709A Section Shape: Circular Uniform Flow Method: Mannmg's Coefficient: _ 0.012 _.. Routing Method: � Travel Time Shift Contributing Hyd DnNode 709 pNode 709A Material unspecified Size 10 in Diam Ent Losses Groove End w/Headwall Length 30.00 ft Slope 0.03% Up Invert � 117.36 ft Dn Invert �117.35 ft Conduit Constraints Min Vel Max Vel Min Slope � Max Slope Min Cover 0.00 ft/s F15.00 ft/s � 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-709B Section Shape: � Circular Uniform Flow Method: Manning's Coefficient: 0.012 -F Routing Method: Travel Time Shift Contributing Hyd DnNode 709 UpNode 709E Material unspecified Size 12 in Diam Ent Losses Groove End w/Headwall i Length 133.00 ft Slope , 1._23% Up Invert 119.51 ft Dn Invert 117.87 ft Conduit Constraints F' Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s F 15.00 ft/s F----6-0-01yo 50.00% � 0.00 ft ------ ........................ Drop across MH 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-714 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode _ 707 UpNode � 714 Material unspecified Size 12 in Diam Ent Losses Groove End w/Headwall I Length � 39.00 ft Slope 0.10% Up Invert 115.81 ft Dn Invert 115.771 ft F Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% _r 50.00% 0.00 ft Drop across MH _ 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-722 Section Shape:��� _ Circular Uniform Flow Method: Manning's Coefficient: 0.012 (Routing Method: Travel Time Shift Contributing Hyd I DnNode 714 UpNode I 722 I Material unspecified Size 12 in Diam Ent Losses Groove End w/Headwall I Length 190.00 ft dope 0.74/0 �Up Invert 117.11 ft �Dn Invert 115.71 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate F 0.00 in/hr Record Id: P-723 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: F 0.012 Routing Method: �� Travel Time Shift (Contributing Hyd DnNode mf 722 U ode 723 I Material Closed Conduits, Concrete Pipe Size F 12 in Diam Ent Losses Groove End w/Headwall Length �36 00 ft _Slope 0.56% Up Invert 117.31 ft Dn Invert 117.11 ft Conduit Constraints Min Vel Max Vel Min Slope J— Max Slope Min Cover 0.00 ft/s 15.00 ft/s � 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil Rate F0.00 in/hr Record Id: 11-724 Section Shape: cc Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 723 lUpNode 724 [Material F Closed Conduits, Concrete Pipe Size F 12 in Diam Ent Losses Groove End w/Headwall Length 55.00 ft Slope �0.56% Up Invert F_ 117.62 ft Dn Invert 117.31 ft _ Conduit Constraints ccMin Vel Max Vel in Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% ( 50.00% 0.00 ft Drop across MH � 0.00 ft Ex/Infil Rate 0.00 in/hr Record Id: P-725 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: F -012 Routing Method: Travel Time Shift _ Contributing Hyd F IDnNode � 724 UpNode 725 Material Closed Conduits, Concrete Pipe Size 12 in Diam Ent Losses f Groove End w/Headwall Length I 55.00 ft Slope 0.56% Up Invert 117.93 ft Dn Invert 117.62 ft I Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft Ex/Infil RateF 0.00 in/hr Record Id: P-N34 Section Shape: Circular ow Method: Manning's (Coefficient: 0.012 Uniform Fl_ Routing Method: Travel Time Shift Contributing Hyd DnNode 637UpNode N 34 UP Trib Material unspecified Size 24 in Diam Ent Losses Groove End w/Headwall ength 29.00 ft Slope 7.48% Up Invert 114.12 ft �Dn Invert � 111.95 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH 0.00 ft iEx/infil Rate 0.00 in/hr I Record Id: P-S34 Section Shape: Circular Uniform Flow Method: Manning's Coefficient: 0.012 Routing Method: Travel Time Shift Contributing Hyd DnNode 641 UpNode �S 34 UP Trib Material unspecified Size 24 in Diam Ent Losses � Groove End w/Headwall Length 200.00 ft Slope �Up Invert 1 14.16 ft Dn Invert 114.15 ft Conduit Constraints I-Min Vel F � Max Vel F Min Slope Max Slope Min Cover 0.00 ft/s 15.00 ft/s 0.00% 50.00% 0.00 ft Drop across MH F 0.00 ft Ex/Infil Rate �00 in/hr Node Records Record Id: 001 Descrip: Increment 0.10 ft Start El. 100.00 ft Max EI. 123.00 ft Void Ratio 100.00 Condition Proposed Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) �Channelization No Special Shape I 1 _ Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node I Record Id: 002 Descrip: _ Increment 0.10 ft Start El. P6.00 ft Max El. 123.00 ft Void Ratio 100 00 f Condition .Existing Structure Type CB-TYPE 1 .......... Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 003 Descrip: Increment 0.10ft { Start El. 100.00 ft Max El. 120.00 ft -F- Void Ratio 100.00 f C tion ProposedStructure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf _ I _ MH/CB Type Node Record Id: 004 Descrip: �� Increment ]0.10 ft Start El. 100.00 ft Max EI. 122.50 ft Void Ratio 100.00 Condition 1113roposed Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf I MH/CB Type Node Record Id: 005 Descrip: Increment 0.10 ft _— Start El. 100.00 ft Max El. 121.90 ft i Void Ratio 100.00 Condition Proposed Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area C3.97 sf MH/CB Type Node Record Id: 637 Descrip: Increment 0.10 ft Start El. �100.00 ft Max El. 120.35 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape I I (Catch 0.00 ft 'Bottom Area 3.97 sf _ I MH/CB Type Node Record Id: 637C Descrip: Increment �0.10 ft Start EL 100.00 ft Max EL 120.32 ft Void Ratio 100.00 Condition Existing ,Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) 'Channelization No Special Shape Catch 0.00 ft Bottom Area 13.97 sf MH/CB Type Node Record Id: 638C Descrip: F--�ncrement �0.10 ft Start El. 100.00 ft Max El. 119.96 ft .� Void Ratio 100.00 Condition Existing Structure Type iCB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Cha nnCha e ilit zation No Special Shape Catch j0.00 ft Bottom Area 3.97 sf r�H/CB Type Node Record Id: 640 Descrip: Increment 0.10 ft Start El. 100.00 ft Max El. 120.67 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 641 Descrip: Increment 0.10ft Start El 11-00.00 ft Max El'. 121.55 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) ';Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 704 Descrip: Increment 0.10 ft ft ffEl. 100.00 ft � �Max EI. �121.37 Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area �3.97 sf r4l-CB Type Node Record Id: 704B Descrip: F Increment 1 0.10 ft Start El. 100.00 ft Max El. f 121.56 ft Void Ratio 100.00 Condition Existing v 44 Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization rNo Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 704C Descrip: Increment ;0.10 ft Start El. 100.00 ft Max El. 121.59 ft I Void Ratio 100.00 I i Condition Existing Structure Type `CB-TYPE 1 ;Ent Ke Groove End w/Headwall(ke=0.20) Channelization No Special Shape Catch �.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 705 Descrip: Increment 0.10 ft Start El. 100.00 ft Max EI. 122.27 ft Void Ratio 100.00 �._ G Condition Existing Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) ,Channelization�No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 705B �Descrip: Increment �A.10 ft Start El.— 100.00 ft Max El. 122.52 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 705C �Descrip: ncrement 0.10 ft Start El. 100.00 ft Max El. �121.54 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node ��V Record Id: 706 Descrip: F--- Increment r,6 ft Start EI. 100.00 ft Max EI. 123.02 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 706B Descrip: Increment 0.10 ft Start El. 100.00 ft Max El. 123.25 ft Void Ratio 100.00 i Condition Existing Structure Type CB-TYPE 1 Ent Ke rr�Encl w/Headwall (ke=0.20) Channelization No Special Shape I Catch 0.00 ft Bottom Area 3.97 sf FMH/CB Type Node Record Id: 706C Descrip: Increment 0.10 ft Start El. 100.00 ft Max El. 123.09 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke 0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 707 Descrip: Increment 0.10ft V _ __ Start EL 10 00 ft Max El. 123.56 ft Void Ratio 100.00 Condition 'Existing Structure Type CB-TYPE 1 I Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 707B Descrip: Increment Po ft Start El. 100.00 ft v Max El. pi.-84—W- 1---, - - I - -F--, Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape i Catch 0.00 ft Bottom Area 3.97 sf �� i MH/CB Type Node Record Id: 708 Descrip: Increment 0.10 ft Start El. 100.00 ft Max_ EI. 124.49 ft Void Ratio 100.00 Condition Existing _J Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf �MH/CB Type Node Record Id: 708B Descrip: Increment 0.10ft Start El. 100.00 ft Max El. 122.64 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1 I I Ent Ke Groove End w/Headwall (ke=0.20) Channelization !No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 709 Descrip: Increment 0.10ft Start EI. 100.00 ft Max El. 124.87 ft Void Ratio 100.00 r ConditionExisting Structure Type �CB-TYPE 1 iEnt Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape I � Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 709A Descrip: Increment �0.10ft Start El. 100.00 ft Max El. 124.56 ft - -F--[ Void Ratio 1100.00 Condition Existing Structure Type CB-TYPE 1 nt Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft _ Bottom Area 3.97 sf MH/CB Type Node Record Id: 709B Descrip: F I ncrement 0.10 ft Start El. 100.00 ft Max El. 122.51 ft Void Ratio 100.00 _ I Condition 'Existing Structure Type CB-TYPE 1 Ent Ke� Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 714 Descrip: F Increment rio ft Start El. 100.00 ft _ Max El. 124.49 ft E (Void Ratio 100.00 I Condition Existing Structure Type B-TYPE 1 ffKe Groove End w/Headwall (ke=0.20)rha"ization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 722 Descrip: Increment 0.10 ft Start El. 100.00 ft Max El. 1124.81 ft Void Ratio 100.00 Condition 'Existing Structure Type CB-TYPE 1 I jEnt Ke Groove End w/Headwall (ke=0.20)[Channelization No Special Shape f Catch 0.00 ft Bottom Area �3.97 sf �MH/CB Type Node Record Id: 723 Descrip: Increment 0.10 ft Start Ell. 100.00 ft Max EI. 123.97 ft Void Ratio 100.00 `Condition Existing Structure Type CB-TYPE 1 I Ent Ke Groove End w/Headwall (ke=0.20) Channelization'No Special Shape Catch 0.00 ft Bottom Area 3.97 sf � I MH/CB Type Node i I Record Id: 724 Descrip: Increment 0.10 ft Start El. 100.00 ft Max El. 123.95 ft Void Ratio i 100.00 Condition Existing Structure TypeCB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization No Special Shape Catch 0.00 ft Bottom Area 3.97 sf MH/CB Type Node Record Id: 725 Descrip: Increment 0.10ft Start El. 100.00 ft Max EI. 123.63 ft Void Rat io '100.00 Condition Existing Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization lNo Special Shape I � I Catch �.00 ft 'Bottom Area 3.97 sf MH/CB Type Node Record Id: I-07 Descrip: F Increment 0.10ft Start EL 100.00 ft _ Max El. 120.83 ft Void Ratio 100.00 Condition Existing Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall (ke=0.20) Channelization�No Special Shape Catch 0.00 ft .Bottom Area :3.97 sf �MH/CB Type Node Record Id: N 34 UP Trib Descrip: 'Prototype Record Increment 0.10 ft �120.32 Start El. 100.00 ft ;Max EI. ft Void Ratio 'Dummy Type Node Record Id: S 34 UP Trib Descrip: Prototype Record Increment 0.10 ft 121.55 Start EI. 100.00 ft Max El. ft .Void Ratio;100.00 N EDummy Type de o Contributing Drainage Areas Record Id: 34-ABE F" _ Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac .;DCIA � 16.539 ac Pervious CN 0.00 DC CN 98.00 Pervious TC � 25.3349 min DC TC 5.00 min _ Pervious TC Calc Type Description Length Slope Coeff Misc TT Sheet something 350.00 ft 1.25% 0.05 2.50 in 15.1337 min Shallow hallow F`35.00 ft -� 0.9% 0.06 7.7166 min Shallow something 23.00 ft 3.0% 0.04 0.2758 min Shallow shallow 43.50 ft 3.5% 0.035 F-`.4225 min Pervious TC 23.5486 min DCI-CN Calc Description SubArea� Sub cn Industrial 16.539 acm 98.00 DC Composited CN (AMC 2) 98.00 DO -TC Calc Type F- Description Length Slope Coeff Misc TT Sheet 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34A-SUB2 Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv, 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.668 ac Pervious CN � 0.00 DC CN 98.00 Pervious TC 25.3349 min ;DC TC 5.00 min Pervious TC Calc Type Description Length Slope r Coeff Misc TT Sheet something 350.00 ft 1.25% 0.05 2.50 in 15.1337 min Shallow shallow 235.00 ft 0.9% 0.06 7.7166 min Shallow something 23.00 ft 3.0% 0.04 0.2758 min Shallow shallow 43.50 ft 3.5% 0.035 F 0.4225 min Pervious TC 23.5486 min DO -CN Calc Description SubArea Sub cn Industrial 0.668 ac 98.00 DC Composited CN (AMC 2) 98.00 DO-TC Calc Type � Description Length Slope Coeff Misc TT Sheet 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC �5.00 min Record Id: 34C-001 Design Method SBUH Rainfall type TYPEIA.RAC Hyd Inty � 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.04 ac I � Pervious CN --0.00 ADC CN � 98 00 Pervious TC -25.3349 min DC TC 5.00 min Pervious TC Calc Type Description Length Slope Coeff Misc TT Shallow shallow _ 43.50 ft 3.5% 0.035 0.4225 min Sheet i something 350.00 ft 1.25% 0.05 2.50 in 15.1337 min I Shallow shallow 235.00 ft 0.9% 0.06 [---7.7166 min Shallow something 23.00 ft F'O % 0.04 0.2758 min Pervious TC 23.5486 min — DCI -CN Calc Description SubArea Sub cn Industrial �® 0.04 ac 98.00 ..w�DC Composited Cry (AMC 2) 98.00 DO -TC Calc Type Description r Length Slope Coeff F Misc TT Sheet � � 0.00 ft r 0.0% 5.0 [ 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34C-002 Design Method SBUH Rainfall type TYPEIA.RAC �Hyd Intv r 10.00 min Peaking Factor 484.00 Storm Duration I 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.115 ac __ Peervirvious CN 0.00 DC CN 98 00 Pervious TC 25.3349 min 16C TC 5.00 min I Pervious TC Calc Type Description Length Slope Coeff Misc TT Shallow shallow 43.50 ft 3.5% P 035 F---0.4125min Sheet something 350.00 ft 1.25% F 0-05 2.50 in 15.1337 min Shallowhallow 235.00 ft 0.06 7.7166 min Shallow something 23.00 ft 3.0% 0.04 F 0.2758 min Pervious TC �23.5486 min DCI-CN Calc Description �� SubArea Sub cn Industrial 0.115 ac _ 98.00 DC Composited CN (AMC 2) 98.00 DCI -TC Calc Type Description Length Slope Coeff Misc TT Sheet � � 0.00 ft 0.0% 5.0 � 0.00 in �5.00 min Pervious TC I 5.00 min Record Id: 34C-003 Design Method SBUH Rainfall type TYPEIA.RAC �Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.496 ac DCIA 0.00 ac Pervious CN � 98.00 DC CN 0.00 Pervious TC 10.00 min DC TC _ 5.00 min Pervious CN Calc Description SubArea Sub cn Industrial 0.496 ac r 98.00 FPervious Composited CN (AMC 2) 98.00 �W Pervious TC Calc Type Description Length Slope Coeff Misc TT Sheet 0.00 ft 0.0% 10.0 0.00 in 10.00 min Pervious TC 10.00 min DO-TC CA Type � Description Length Slope Coeff � MiscTT Sheet _ 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC F- T 5.00 min Record Id: 34C-637B ,Design Method SBUH Rainfall type 1-------TYPE1A.RAC Htv _ 10.00 min Peaking Factor 484.00 yd In Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area � 0.00 ac DCIA 0.228 ac I _ Pervious CN0.00 'DC CN 98.00 Pervious TC 25.3349 min DC TC 5.00 min ' Pervious TC Calc Type Description Length Slope Coeff Misc TT Shallow shallow 43.50ft 3.5% 0.035 0.4225 min Sheet something �350.00 ft F 1.25% P.05 2.50 in 15.1337 min I Shallow (Shallow 235.00 ft F 0.9% 0.06 7.7166 min -� Shallow ,something 23.00 ft 3.0% 0.04 0.2758 min i Pervious TC 23.5486 min DO -CN Calc Description SubArea Sub cn .__ Industrial F- 0.197 ac � 98.00 DC Composited CN (AMC 2) f 98.00 DCI-TC Calc Type Description Length Slope Coeff Misc TT Sheet �� 0.00 ft 0.0% 5.0 0.00 in 5.00 min F- Pervious TC � 5.00 min Record Id: 34C-704 Design Method SBUH Rainfall type TYPEIA.RAC I _ Hyd Inty 10.00 min Peaking Factor 484.00 Storm Duration �24.00 hrs Abstraction Coeff -F 0.20 Pervious Area 0.00 ac DCIA 0.533 ac Pervious CN 0.00 DC CN F 98.00 Pervious TC 25.3349 min DC TC 5.00 min Pervious TC Calc Type _ Description f Length Slope Coeff Misc TT Shallow shallow 43.50 ft 3.5% 0.035 0.4225 min Sheet something F 350.00 ft 1.25% 0.05 2.50 in 15.1337 min Shallow slow 3 � 5.00 ft 0.9% 0.06 �. 7.7166 min hal Shallow something F23.00 ft 3.0% F 0.04 0.2758 min Pervious TC 23.5486 min DCI-CN Calc Description SubArea � Sub cn Industrial 0.297 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Calc Type Description length Slope P oeff F Misc TT Sheet F 0.00 ft 0.0% P-0 F`.00 in l 5.00 min Pervious TC 5.00 min Record Id: 34C-704B Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv 10.00 minPeaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area ( 0.00 ac DCIA 0.648 ac Pervious CN � 0.00 �DC CN 98.00 Pervious TC 25.3349 min JDC TC 5.00 min Pervious TC Calc Type Description Length Slope Coeff Misc TT Shallow shallow �3.50 ft 3.5% 0.035 0.4225 min Sheet Csomething 350.00 ft 1.25%--] 0.05 P.50 in 15.1337 min Shallow 'shallow 235.00 ft 0.9% 0.06 7.7166 min Shallow something 23.00ft 3.0% 0.04 �0.2758 min Pervious TC 23.5486 min DCI-CN Calc Description SubArea Sub cn Industrial 0.491 ac 98.00 DC Composited CN (AMC 2) 98.00 DO-TC Calc Type Description Length Slope Coeff Misc TT Sheet 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34C-704C Design Method SBUH Rainfall type TYPEIA.RAC !Hyd Intv 10.00 min Peaking Factor 484.00 I Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area � 0.00 ac DCIA 0.471 ac Pervious CN �0.00 DC CN 98.00 gPervious TC 25.3349 min DC TC 5.00 min F- Pervious TC Calc Type Description FLength Slope Coeff Misc �TT Shallow shallow---[ 43.50 ft 3.5% 0.035 0.4225 min Sheet T something F 350.00 ft -F 1.25% 0.05 2.50 in 15.1337 min Shallow shallow F-235.00 ft 0.9% �0.06 7166 min �� _ Shallow something 23.00 ft 3.0% [�.04 0.2758 min Pervious TC 23.5486 min DCI -CN Calc Description SubArea Sub cn Industrial 0.471 ac 98.00 DC Composited CN (AMC 2) � 98.00 DO-TC Calc Type Description Length Slope — Coeff Misc TT Sheet —. 0 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34C-705 Design Method FSBUH Rainfall type TYPElA.RAC—--------------- Hyd Intv 10.00 min-I Peaking Factor F--'-484.00 Storm Duration 24.00 hrs Abstraction Coeff r^ 0.20 Pervious Area 0.00 ac DCIA I 0.649 ac Pervious CN 0.00 DC CN 98.00 rl ervious TC 25.3349 min DC TC 5.00 min Pervious TC Calc Type Description Length Slope Coeff Misc TT Shallow shallow 43.50 ft 3.5% 0.035 0.4225 min Sheet ;something 350.00 ft 1.25% 0.05 2.50 in 15.1337 min Shallow shallow 235.00 ft 0.9% 0.06 7.7166 min Shallow something 23.00 ft� 3.0% 0.04 0.2758 min Pervious TC 23.5486 min DO-CN Calc Description SubArea Sub cn Industrial 0.649 ac 98.00 DC Composited CN (AMC 2) F"00 DCI -TC Calc Type F Description Length Slope Coeff Misc TT Sheet 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC — 5.00 min Record Id: 34C-705B Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv 10.00 min Peaking Factor484.00 :Storm Duration 24.00 hrs Abstraction Coeff � 0.20 Pervious Area 0.00 ac DCIA 0.89 ac Pervious CN �I 0.00 DC CN 98.00 Pervious TC C 25.3349 min DC TC 5.00 min Pervious TC Calc Type Description Length Slope Coeff Misc TT Shallow hallow 43.50 ft 3.5% 0.035 0.4225 min Sheet something 350.00 ft 1.25% [-0.05 2.50 in 15.1337 min i Shallow shallow 235.00 ft 0.9% F 0.06 [— 7.7166 min Shallow something 23.00 ft 3.0% 0.04 0.2758 min Pervious TC 23.5486 min DO -CN Calc Description � SubArea �� Sub cn - Industrial f 0.89 ac 98.00 DC Composited CN (AMC 2) �98.00 _ DCI-TC Calc Type Description Length Slope Coeff Misc TT Sheet w 0.00 ft 0.0% � 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34C-705C Design Method SBUH Rainfall type TYPEIA.RAC a Hyd Intv _ 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.863 ac Pervious CN � 0.00 �DC CN r 98.00 Pervious TC 25.3349 min DC TC 5.00 min Pervious TC Calc F Type F_ Description Length [---Slope Coeff [----"c TT Shallow shallow ( 43.50 ft 3.5% 0.035 F_0.4225 min Sheet something 350.00 ft 1.25% P.05 2.50 in 15.1337 min Shallow shallow 235.00 ft — 0.9% _F___0.06 7.7166 min Shallow something 23.00 ft 3.09�0__F 0.04 �0.2758 min Pervious TC F 3.54862 min DCI-CN Calc Description SubArea Sub cn —� Industrial 0.863 ac F98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Calc Type Description Length Slope Coeff Misc r TT Sheet 0.00 ft 0.0% 5.0 0.00 in 5.00 min F— Pervious TC F5.00 min Record Id: 34C-706 Des n Method SBUH Rainfall type �TYPEIA.RAC Hyd Inty 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.57 ac Pervious CN F 0.00 DC CN _____ �98.00 Pervious TC [—25.3349 min DC TC � 5.00 m i n Pervious TC Calc Type Description Length Slope Coeff Misc TT Sheet something 350.00 ft 1 25% 0.05 2.50 in 15.1337 min Shallow 235.00 ft 0.9% 0.06 �7166 min Shallow Isomething 23.00 ft 3.0% 0.04 0.2758 min Shallow shallow 43.50 ft 3.5% F 0 035- 7- 0.4225 min Pervious TC 23.5486 min DCI-CN Calc Description SubArea Sub cn Industrial 0.57 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Calc Type Description Length Slope Coeff Misc TT Sheet P.-60ft 0.0% 5.0 0.00 in 5.00 min Pervious TC � 5.00 min Record Id: 34C-706B Design Method SBUH Rainfall type [_______iiPE1A.RAC - __ Hyd Intv 10.00 min Peaking Factor 484.00 I � Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area _ 0.00 acDCIA � -0.824 ac Pervious CN 0.00 DC CN 98.00 Pervious TC - — 25.3349 min DCTC 5.00 min Pervious TC Calc Type Description Length Slope Coeff Misc TT Shallow shallow 43.50 ft 3.5% 0.035 0.4225 min Sheet something 350.00 ft 1.25% P.05 2.50 in 15.1337 min . - Shallow shallow 235.00 ft 0.9% 0.06 7.7166 min Shallow some thing 23.00 ft 3.0% �0.04 �0.2758 min Pervious TC F 23.5486 min -_._.w DO-CN Calc Description SubArea Sub cn Industrial — 0.824 ac 98.00 DC Composited CN (AMC 2) 98.00 DO-TC Calc FType F- Description Length F Slope Coeff Misc TT Sheet 0.00 ft 0.0i 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34C-706C Design Method SBUH Rainfall type TYPEIA.RAC Hyd Intv 10.00 min Peaking Factor � 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac r6A-[-0.74'-'ac Pervious CN 0.00 DC CN 98.00 Pervious TC 25.3349 min DC TC 5.00 min Pervious TC Calc Type Description Length Slope Coeff MiscTT 0.05 15.1337 min Sheet something 350.00 ft 1.25% � 2.50 in �� Shallow Eshallow 235.00 ft 0.9% 0.06 7.7166 min Shallow something 23.00 ft 3.0% 0.04 0.2758 min `Shallow shallow 43.50 ft 3.5% 0.035 F`.4225 min I Pervious TC 23.5486 min DCI-CN Calc Description SubArea Sub cn Industrial 0.74 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI -TC Calc FType Description Length Slope Coeff Misc TT Sheet F-"-F 0.00 ft 0.0% � 5.0 0.00 in 5.00 min Pervious TC �5.00 min Record Id: 34C-707 Design Method SBUH Rainfall type �^ TYPEIA.RAC Hyd Intv — 10.00 min Peaking Factor FF 484.00 Storm Duration 24.00 hrs Abstraction Coeff F 0.20 Pervious Area 0.00 ac JDCIA 0.684 ac Pervious CN � 0.00 DC CN� 98.00 1 Pervious TC 25.3349 min DC TC 5.00 min i C i Pervious TC Calc Type Description Length Slope Coeff Misc TT Sheet something 350.00 ft 1.25% 0.05 2.50 in 15.1337 min Shallow shallow 235.00 ft F`.9% -P-06 �7.7166 min Shallow omething 23.00 ft 3.0% 0.04 0.2758 min Shallow shallow 43.50 ft 3.5% 0.035 [-----0.4225 min i Pervious TC 23.5486 min DO -CN Calc Description SubArea Sub cn Industrial � 0.684 ac � 98.00 _.................._ . DC Composited CN (AMC 2) 98.00 DCI-TC Calc Type ( Description F`ng`h F Slope Coeff Misc TT I _ Sheet F 0.00 ft 0.0% 5.0 F0.00 in................ �0 min Pervious TC 5.00 min Record Id: 34C-707B Design Method SBUH Rainfall type F TYPE1A.RAC Hyd Intv 10.00 min 1`eak"ctor F 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.952 ac Pervious CN � 0.00 DC CN 98.00 Pervious TC 25.3349 min DC TC 5.00 min Pervious TC Calc Type Description LF-- ength Slope �Coeff Misc F� TT Shallow shallow 43.50 ft 3.5% 0.035 0.4225 min Sheet `something 350.00 ft 1.25% 0.05 2.50 in 15.1337 min Shallow shallow _ 235.00 ft 0.9% 0.06 7.7166 min Shallow something 23.00ft 3.0% �0.04 0.2758 min Pervious TC 23.5486 min DCI-CN Calc Description SubArea Sub cn Industrial 0.952 ac F 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Calc Type Description [--Length Slope Coeff Misc TT Sheet 0.00 ft 0.0% 0.00 in �� 5.00 min F 5.0 Pervious TC 5.00 min Record Id: 34C-708B Design Method SBUH Rainfall type TYPE1A.RAC Hyd Inty 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.952 ac Pervious CN 0.00 DC CN 98.00 Pervious TC 25.3349 min DC TC �5.00 min Pervious TC Calc Type Description -"--FLength Slope [--Coeff Misc TT Sheet something 350.00 ft 1.25% 0.05 2.50 in 15.1337 min _F Shallow shallow 235.00 ft 0.9% 0.06 7.7166 min l .Shallow something 23.00ft 3.0% 0.04 � 0.2758min Shallow shallow 43.50 ft 3.5% �0.035 0.4225 min N_ Pervious TC 23.5486 min DO-CN CaIc F-2 Description _ SubArea Sub cn Industrial 0.952 ac 98.00 DC Composited CN (AMC 2) 98.00 DO-TC Calc Type F-Description----j gth Slope Coeff Misc TT Len Sheet 0.00 ft 0.0% �5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34C-709A Design Method SBUH 'Rainfall type TYPEIA.RAC Hyd Intv 10.00 min :Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area � 0.00 ac DCIA � 0.338 ac Pervious CN � 0.00 DC CN 98.00 Pervious TC 25.3349 min DC TC �5.00 min Pervious TC Calc Type Description Slope Coeff Misc TT S —F heet something 350.00 ft 1.25% 0.05 2.50 in 15.1337 min hallow hallow �E 235.00 ft 0 9% 0.06 7.7166 min Shallow ?something 23.00 ft 3.0% PO4 0.2758 min Shallow ;shallow 43.50ft 3.5% 0.035— [----0.4225 min F— Pervious TC 23.5486 min DO -CN Calc Description SubArea Sub cn Industrial 0.338 ac 98.00 DC Composited CN (AMC 2) F 98.00 DO -TC Calc FType F Description Length j Slope Coeff isc TT Sheet 0.00 ft F 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34C-709B Design Method SBUH Rainfall type TYPEIA.RAC Hyd Inty � 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.538 ac Pervious CN F 0.00 DC CN 98.00 Pervious TC J-72533'49 min DC TC 5.00 min I i Pervious TC Calc Type Description Length Slope Coeff Misc TT Sheet something 350.00 ft 1.25% P.05 �2.50 in 15.1337 min Shallow shallow 235.00 ft 0.9% 0.06 7.7166 min Shallow something 3.00 ft 3.0% 0.04 0.2758 min Shallow shallow 43.50 ft 3.5% 0.035 0.4225 min Pervious TC 23.5486 min DCI-CN Calc Description SubArea Sub cn Industrial 0.538 ac 98.00 DC Composited CN (AMC 2) 98.00 — _ -- - DCI -TC Calc Type Description Length Slope Coeff ' Misc TT Sheet r 0.00 ft .09,66 � 5.0 0.00 in 5.00 min Pervious TC F 5.00 min Record Id: 34C-723 Design Method SBUH Rainfall type r�TYPEIA.RAG Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.427 ac Pervious CN 0.00 DC CN 98.00 Pervious TC 25.3349 min DC TC 5.00 min Pervious TC Calc Type Description Length Slope Coeff Misc TT Shallow shallow 43.50 ft 3.5% P-035 0.4225 min Sheet something — 350.00 ft F 25% 0.05 2.50 in 15.1337 min I F Shallow .shallow 235.00 ft —[---0.9% 0.06 7.7166 min 1 Shallow something 23.00 ft 3.0% 0.04 0.2758 min Pervious TC 23.5486 min DCI-CN Calc Description SubArea Sub cn Industrial � 0.427 ac _ r 98.00 DC Composited CN (AMC 2) ( 98.00 DCI -TC Calc Type Description Length Slope Coeff Misc TT i 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34C-724 besi n Method SBUH Rainfall g � ( type TYPEIA.RAC Hyd Intv 10.00 min (Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac �DCIA 0.338 ac Pervious CN 0.00 DC CN 98.00 Pervious TC 25.3349 min DC TC 5.00 min Pervious TC Calc Type Description Length Slope Coeff Misc TT Shallow shallow 43.50 ft 3.5% 0.035 � I 0.4225 min -------------- Sheet something 350.00 ft 1.25% 0.05 P.50in 15.1337 min Shallow shallow 235.00 ft 0.9% 0.06 7.7166 min Shallow something 23.00 ft 3.0% 0.04 0.2758 min Pervious TC �23.5486 min DO -CN Calc Description SubArea Sub cn _ Industrial 0.338 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Calc FType � Description � Length Slope Coeff �isc r TT ISheet __.___._..__ 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34C-725 Design Method SBUH Rainfall type TYPEIA.RAC jHyd Inty 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 acDCIA 0.319 ac l Pervious CN 0.00 DC CN 98.00 Pervious TC 25.3349 min DC TC 5.00 min F -- FPervious TC Calc Type F Description _ Length Slope Coeff Misc TT Shallow shallow 43.50 ft 3.5% 0.035 0.4225 min Sheet something �350.00 ft 1.25% 0.05 2.50 in ( 15.1337 min Shallow shallow 235.00 ft 0.9% F`7 7 7.7166 min Shallow something 23.00 ft 3.0% 0.04 F---0�. 758 min Pervious TC 23.5486 min DCI-CN Calc Description SubArea Sub cn Industrial 0.319 ac 98.00 DC Composited CN (AMC 2) 98.00 F— DO -TC Calc Type Description -F Length FSlope Coeff Misc TT Sheet � 0.00 ft 0.0% �—_--5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34-D Design Method SBUH Rainfall type [------iYPElA.RAC �Yd Inty �10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 1.409 ac Pervious CN 0.00 JDC CN 98.00 Pervious TC 25.3349 min DC TC 5.00 min Pervious TC Calc Type Description Length Slope Coeff Misc TT Sheet something 350.00 ft 1.25% 0.05 2.50 in 15.1337 min hallow hallow 235.00 ft 0.9% 0.06 �7.7166 min Shallow something 23.00 ft �3.0% 0.04J 0.2758 min Shallow hallow 43.50 ft 3.5% 0.035 0.4225 min Pervious TC 23.5486 min F- DCI -CN Calc Description SubArea Sub cn F-Indu stria I F 1.409 ac 98.00 DC Composited CN (AM �� C 2) 98.00 DO -TC Calc — Type F_—Description Length Slope Coeff Misc FF TT Sheet 0.00 ft 0.0% 5.0 0.00 in F5.00 min Pervious TC 5.00 min Record Id: 34D-638 Design Method W _ SBUH Rainfall type TYPEIA.RAC Hyd Intv F-`-O.00 min �I Peaking Factor 484.00 Storm Duration �24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.378 ac Pervious CN J-0.00 DC CN 98.00 Pervious TC F25.3349 min DC TC 5.00 min Pervious TC Calc Type F Description Length Slope Coeff Misc TT Shallow shallow 43.50 ft 3.5% 0.035 0.4225 min Sheet something 350.00 ft 1.25% 0.05 2.50 in 15.1337 min Shallow shallow 235.00 ft 0.9% 0.06 7.7166 min Shallow something 23.00 ft 3.0% 0.04 F---6.2758 min Pervious TC _ 23.5486 min DCI-CN Calc Description � SubArea Sub cn Industrial 0.338 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI -TC Calc Type F- Description Length Slope Coeff Misc TT Sheet 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34D-639 Design Method SBUH� Rainfall type TYPEIA.RAC �Hyd Intv 10.00 min Peaking Factor 484.00 Storm Duration C 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.075 ac 'Pervious CN � 0.00 DC CN 98.00 Pervious TC 25.3349 min DC TC 5.00 min � � I Pervious TC Cale F--Type [--Description Length Slope Coeff Misc TT Shallow shallow 43.50 ft 3.5% 0.035 0.4225 min Sheet mething ( 350.00 ft 1.25% 0.05 2.50 in 15.1337 min so I Shallow shallow 235.00 ft F 0.9% P.06 —F _ 7.7166 min Shallow something 23.00 ft 3.0% P.04— [----0.2758 min Pervious TC 23.5486 min DO-CN Calc Description SubArea Sub cn Industrial 0.077 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Calc Type Description �Length Slope Coeff Misc I �TT Sheet � ( 0.00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Record Id: 34E-637 besi�thod SBUH Rainfall type TYPEIA.RAC i Hyd Inty 10.00 min Peaking Factor 484.00 Storm Duration 24.00 hrs Abstraction Coeff 0.20 Pervious Area 0.00 ac DCIA 0.166 ac Pervious CN 0.00 DC CN 98.00 Pervious TC 25.3349 min DC TC 5.00 min _. Pervious TC Calc Type Description Length Slope F-6eff—Fl�isc TT FShallow shallow 43.50 ft 3.5% 0.035 4225 min Sheet something 350.00 ft �1.25% 0.05 2.50 in 15.1337 min Shallow hallow 235.00 ft 0.9% 0.06 7.7166 min Shallow Isomething----F 23.00 ft 3.0% 0.04 0.2758 min Pervious TC 23.5486 min F— DO -CN Calc Description SubArea Sub cn Industrial ( 0.179 ac 98.00 DC Composited CN (AMC 2) 98.00 DCI-TC Calc Type Description Length Slope Coeff Misc TT Sheet __.---- _ 00 ft 0.0% 5.0 0.00 in 5.00 min Pervious TC 5.00 min Licensed to: Engenious Systems, Inc. -j qrg�r r q J.- 4WII g, 'N 0 V-0 Akh. mY- "_Air 4� o0*7 N el* _;? r4 'Milt' % I M V Its, J* S_1`� 16 &V 4�, �P_l AV AV T 1K < irk < VA r -Re� A z_ 4( fj EXIST LANDSCAPE TO REMAIN Developed Existing Surface Cover EX NPGIS TO REMAIN Condition Condition 46.199 acres Total Site Area EX PGIS TO REMAIN (2,012,421 sf) '3.537acres 2.941 acres Pervious(Landscape) PROJECT TASK 1 (128,094 sf) 43.258 acres 42.662 acres 1W PROJECT TASK 2 Impervious (Pavement, buildings, etc.) (1,884,327 (1,858,375 sf) 5f) TASK 3 PROJECTI 1.873 ac'es Total New Impervious Area (81,630 sf) PROJECT TASK 4 1.154 acres PROJECT TASK 5 Total New Pollution-Generating Impervious (50,277 sf PROJECT TASK 6 6.871 acres Total Replaced Impervious Area -CT TASK 7 PROJL (299,324 sj) 6.146 acres -lop SUB-BASIN LINE Total Replaced Poll ution-Generati ng Impervious BASIN LINE Lj NPGIS < NEW PGIS < REPLACED PGIS r ANN"M A 04 _IT, 47 4 j X L z F.(T Ail t 7 ;r L or T 'A A P T r - 49 lam VZ- 4 PLAN VIEW 20 0 12 4 0 scaie feet D CONDITIONS MAP BergerABAM 333019thAve�LOSuKe300 Fedwal Way,WwhvM 9M3-2� (206)431-2300 F.:(206)431-2� Ail A 7,*, 14 174 J mitt 71 1 1 7W top M T- M W t: *K1- 7- 2b- A xr;11� 30 T, 4 'A a- W A* ".0 7, w Wei N, A q e Arl, 'M 4 4,m X Z M OIL let" 404 V ,� & -, M tq� Z� _0 "A AW 7�, TV 4, A -z- it.j T 61 -To A r A0 3, �xt � r J P1, T AT- AII M x x :00W'01P1 7 41- t ir Aim-, Lo 400000- 'Vol now -7, 4 is Ing ev ope EXIST LANDSCAPE Surface Cover Condition Condition EX NPGIS 46,199 acres Total Site Area EX PGIS 2.941acres acres Pervious (Landscape) PROJECT TASK 1 (1?8,094 sf) PROJECT TASK 2 Impervious (Paz7cment, bu11d7n,,L,-s, etc.) 43.258 acres 42.662 acres (1,884,32 7 sf) (1,858,375 ��f) PROJECT TASK 3 1.873 acres C(- PROJECT TASK 4 Total Ne Imperrious Area (81,630 sP 7, 1.154 acres PROJECT TASK 5 Total New Pollution-Generating Impervious (5 0, 7 7 sf) Nomm offiow Iowa" PROJECT TASK 6 6.871 acres Tot ep ac mpei PROJECT TASK 7 (299,324 sf) 6.146 acres SUB-BASIN LINE Total Replaced Poll ution-Generating Impervious -731 s (267,1 fl BASIN LINE LLJ < < 0 __j I........... 'Pow lie f A H *-A -lit ,ol 4, Ar rs 0;� � A 4* -AF .4 -A A A4 'T 4, j T� ILI t% WJW mop", ITn- PLAN VIEW r7; 7 BergerABAM 4T QAG "ONDITIONS MAP A= 333 19th Aynue S-th,SuRe 30D r (W�y,W�WNt93003-26GO 206)431-2300 F12G6)431-2250 CITY OF RE 4TON RECEI A:D MAR 05 2014 L 13UILDING DIVISION 3/8" EXPANSION JOINT (TYP.) SEE WSDOT STD PLAN F-30.10 LANDING 6'-0' PEDESTRIAN CURB o SIDE WALK 2" WEARING COURSE HMA /2" WEARING COURSE HMA �' N CL 1/2" PG 70-22 TACK CL 1/2" PG 70-22 TACK INFLOW ;s A AND SEAL ED GES AT AND SEAL EDGES AT INTERFACE WITH EXISTING INTERFACE WITH EXISTING s,yW. Y PAVEMENT PAVEMENT CURB AND GUTTER CURB RAMP CURB RAMP -2.5" HMA CL 1/2" 2.5" HMA CL 1/2" PG 64-22 PG 64-22 FACE OF CURB DETECTABLE WARNING SURFACE N SEE STANDARD PLAN F-45.10 �O QQ Q LADDER PLAN DEPRESSED CURB & GUTTER DO C� OQ 12" CRUSHED SURFACING 6" CRUSHED SURFACING Q ° TOP COURSE WSDOT STD / \�� TOP COURSE WSDOT STD a a SPEC 9-03.9(3) SPEC 9-03.9(3) COMPACTED TO AT LEAST EXIST. COMPACTED COMPACTED TO AT LEAST 4'-0" MIN. 95% OF MAX. DENSITY PER SUBGRADE 95% OF MAX. DENSITY PER ;e SEE CONTRACT PLANS GRADE BREAK �-EXIST. COMPACTED AST- Di557 (SEE NOTE 2). ASTM D1557 (SEE NOTE 2). � 9n DIA PRECAST STRUCTURE a a r SUBGRADE CC'U�TkR SE"PE TOP OF a �� � 2.0% MAX. �.Q% MAX. ° �• ROADWAY BADE WITH FOR EXISTING SUBGRADE WITH HIGH FLOW BYPASS To a � � �i��i\�� ::_. -� FOR EXISTING SUBGRADE CONVEYANCE SYSTEM GRANULAR MATERIAL LESS THAN 12" GRANULAR MATERIAL 12" AND / �' DEPRESSED CURB & GUTTER SEE STANDARD PLAN NOTES: GREATER 1 - J4* i ' CEMENT CONCRETE �-10.12 & NOT£ 6 !' PEDESTRIAN CURB /i+-- V INFLOW DETECTABLE WARNING SURFACE- SEE STANDARD PLAN 1. SEE SHEET C2B PAVEMENT GRADING NOTES FOR ADDITIONAL REQUIREMENTS. qa. 1/ I „ T LANDING / � 30 TEE F-45.10 2. 6" OF PULVERIZED ASPHALT MAY BE USED OVER 6" CSTC. SECTION 1 ASPHALT PAVEMENT SECTIONS V4 12" TEE SCALE: N/A C550, C551 °. p 15'-0" MAX. 4'- ' MIN. 15'-0" MAX. a . � Q' Q,d SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 6 a o d SIDE WALK GRADE BREAK GRADE BREAK SIDE WALK a 8.3% MAX. 2.0% MAX. 8.3� MAX. CURB RAMP CURB RAMP CAP AND PLUG WATER QUALITY 3/8" EXPANSION JOINT (TYP.) LANDING TO WO FACILITY OUTLET DURING CONSTRUCTION SEE WSDOT STD PLAN F-30.10 RIGID FLEXIBLE SECTION 2 (DI, CONC) (CPEP, CMP, PVC) NOTES: 1. PROVIDE A SEPARATE CURB RAMP FOR EACH MARKED OR UNMARKED CROSSWALK. CURB RAMP LOCATION SHALL BE PLACED PROVIDE NEAT, WITHIN THE WIDTH OF THE ASSOCIATED CROSSWALK, OR AS SHOWN ON PLANS. STRAIGHT SAWG- PAVEMENT, SEE �==-- ROUND SOLID LID-\ 2. WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT SURFACE LINE WHERE MATCHING EXIST PAVEMENT SECTIONS _ PLANES SHALL BE FLUSH. RIM EL = 20.82 PAVEMENT ! ' �� 3. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTENANCES IN FRONT OF THE CURB RAMP OR ON ANY PART OF THE CURB RAMP OR LANDING. e 4. SEE STANDARD PLAN F-10.12 FOR CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, AND PEDESTRIAN CURB DETAILS.e` r 5. SEE STANDARD PLAN F-30.10 FOR CEMENT CONCRETE SIDEWALK DETAILS. SEE PLANS FOR WIDTH AND PLACEMENT OF SIDEWALK. FLOATABLE 6. THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET TO AVOID CHASING THE 6 CONTROL BAFFLE LADDER SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15-FOOT MAX. LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. O O 7, CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD SPECIFICATIONS 8-14. NEW TRENCH BACKFILL MAT'L 'WSDOT `� EXIST. SUBGRADE O�O p STD. SPEC. 9-03.19 PLACED IN 77 - PROVIDE MAINTENANCE D LOOSE LAYERS OF NOT MORE THAN CLEANOUT 4 10" DEPTH AND COMPACTED TO AT TYPE PARALLEL A SIDEWALK RAMP O O °� � O OQQQO O 0 (MIN.) LEAST D 55 OF MAX. DENSITY PER DQO D SCALE: N/A - C524-A 4" O� 00 6" MIN. BYPASS OUTLET EL = 14.79 WO OUTLET EL = 14.79 DQ f (MIN.) Q Q 36 TEE WITH SOLID CAP AND PLUG WATER QUALITY BOTTOM, PROVIDE s� OUTLET DURING CONSTRUCTION I MAINTENANCE CLEANOIJT ' ` ° DOOR THRESHOLD THRESHOLD PER ARCHITECTURAL DRAWINGS COORDINATE EMBED PER 6" MIN. Z I _r. 6-3/4" 0 ORIFICE 18" MIN BUILDING ARCHITECTURAL DRAWINGS 18" MIN BUILDING FINISH PIPE BEDDING PER WSDOT ; ��� - FLOOR, SEE 4" 4,000 PSI CONCRETE a . SUMP=10.80 6" MIN. DEPTH OF CRUSHED / PLANS ARCHIFOCTURAL RDETAILS LANDING PAD SECTION 9-03.12(3) 95% \ ° � N °,° a a e COMPACTION OF MAX. DRY ' '. _ �a - .- ee a' .: ' r PERFWSIDOTBSTDE COURSE r ..4 ,< DENSITY PER ASTM D 1557 PIPE O.D. + 2 FEET PIPE AS SPECIFIED ° op• ° oo• ° ° no• ° oo• ° oo- e ao- ° ° Ao� ,°tea- ° oo- ° ao- ° oo• ° ° ao- o- as p o �o� o e o ° o 0 o p o p o o °o �o p 9-03.9(3) COMPACTED TO 0 0 e © -e o Q o •o c e o o -Q o o c> o r Q o o ° a o ea a - MINIMUM OF 95% MAX ON PLAN O C? _0 O C7 o p p a .. . Q g, n DENSITY PER ASTM D1557 Q '. e cv z NOTE: 12H:1 V ° v a a ov - a ev o a ° v � a °ev e a ° v - o ° MAX � •n- �, I GEOTECHNICAL FABRIC o o a o n a ° . _ - Mt 12H:1V 1. ALL BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-1557. d o CI a a O o ° d o C7 o a CJ° ADA LANDING PAD_ 4 a° •'a a = MAX 6" CRUSHED 2. IF TRENCH SUBGRADE IS DETERMINED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO a a ° b a a Q ' g r a a o „ a o o d . 2.5" GAP \ SURFACING TOP BE UNSUITABLE, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE Q �� ° D �� Q �� Q �� d �� • Q o� Q D • d ° T \� COURSE WSDOT STD TION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. n a . o • ° o a . o a . �� o • • n • o as \ / /� SPEC 9-03.9(3) BCE�PJG CONSTRUCTION . 10 _ do e v �Q 6 a COMPACTED TO AT 3. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET C2B. 0 0 o fl a d D ° o o n o� D = LEAST 95% OF MAX. x NC_" DENSITY PER ASTM TY P . PIPE BEDDING SECTION � NOTE: GRANULAR MATERIAL IN 7' MIN 1. SEE SHEET C2B PAVEMENT/GRADING D1557 (SEE NOTE 2). SUPPLIER TO PROVIDE ANTI-FLOTATION DESIGN & CALCULATIONS WITH PRODUCT SUBMITTAL. ANTI- ACCORDANCE WITH NOTES FOR ADDITIONAL REQUIREMENTS. SCALE: N/A C524-A FLOTATION DESIGN SHALL CONSIDER SOIL LIQUIFACTION RESULTING FROM DESIGN EARTHQUAKE GEOTECHNICAL ENGINEER'S 2. 6" OF PULVERIZED ASPHALT MAY BE MAGNITUDES PER THE GEOTECHNICAL RECOMMENDATIONS SPECIFIC TO THE PROJECT SITE, RECOMMENDATIONS USED OVER 6" CSTC. '�vEl( STRuCTU � DETAIL C CONCRETE LANDING PAD DETAIL E �� SCALE: NTS - C524-A C524-B SCALE: N/A - C17-D l IrC BercrerABAM 1 ° 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206)431-2250 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REMSM BY APPROVED DATE ACCEPTABILITY CHE 03.03.14 CIVIL SECTIONS AND DETAILS W1829787 O R I u 03.03.14 THIS DESIGN AND/OR CHECKED O SW MARSHALING YARD - IFC W1829787 DRS ARAM 03-03.14 SPECIFICATION IS APPROVED ENGINE 0303.i4 SHEET z APPROVED BY DEPT. DATE MCH 03,03.14 TITLE SW MARSHALING YARD �- I l� CHECKED 5 2 4-LE C15 _.���.�I.�.�- APPROVED RENTON SITE JOB No. W1829787 COMP No. .Z� b = APPROVED CIVIL MASTER DWG NO. RENTON RTN-YD-0524-E i SITE SPECIFIC TOP SLAB ACCESS INLET BAY 15 -9 SEE FRAME AND 3'X6' ACCESS HATCH (SPRING AUTO-ASSISTED) CONCRETE WALL WIDTH TO BE TOP SLAB ACCESS DATA REQUIREMENTS COVER DETAIL DESIGNED BY VAULT SUPPLIER SEE FRAME AND COVER DETAIL STRUCTURE ID RTU-8 — — — — ———— — — —— — — —— — — —— — ——— — — —— — — —— — --- -- --- - - - A i WATER QUALITY FLOW RATE (cfs) 1 .806 ( ° d ° ° e d ° ° ° ° 4 ? .°. _ e. .. ° .° d.. ° ° C ° ® d d -. ..°.. ° 4 d ° PEAK FLOW RATE (cfs) 12.76 i d ° RETURN PERIOD OF PEAK FLOW (yrs) 100YR (, I O O O 77 �° ®------ — -- —ED— :1--————————————— FIBERGLASS SEPARATION # OF CARTRIDGES REQUIRED 73 CYLINDER AND INLET A I U®-j---------------L --- ----- --- ---- --- _ / i 90 CARTRIDGE FLOW RATE 11 .3 I -o- _-O -a -a o _® _ o _ __ o__ __o _ _-- d I A d FIBERGLASS I � -��--�- - - - ® -----------------——— -- - - - - - - - ---}- i n SEPARATION CYLINDER AND MEDIA TYPE (CSF, PERLITE, ZPG) ZPG i ®—®®®__®— — ® INLETo .A ®, _______ ___ ___ ____ ...._.� _ ___ ° � I PIPE DATA: I.E. FLOW — — -- -- — HE O MATERIAL DIAMETER ° e 45` I a INLET PIPE #1 14.67 HDPE i 12" _ — A INL INLET ° — — -- -- — — — -- -- -- — — -- -- -- — — -- -- -- — --- OUTLET BAY — o I — — — — e4 _o _O _O -a -a- -O- a a O a- O- O- o 6 // INLET PIPE #2 1 ° DISSIPATOR — — — — — — i _ __ _ — — — — — — — -- — —�— --- I I I N d , 4 ® —— ———— ——— ——— ————— ——— ———— ———-- — FLOW ! �� OUTLET PIPE 11 .62 HDPE 12" ° OUTLET �� ' 14 — _ _ ___ _____ ___ ____ ___ _ ___ ____ °__ d d — _ ° I UPSTREAM RIM ELEVATION 21 ,12' , a I FIBERGLASS INLET CENTER RIM EL�VATION I 21 .12 H — -- -- — — —AND CYLINDER ° I d — --7— —:-0: ® H DOWNSTREAM RIM ELEVATION 21 .21 ' --- d 72' I.D. I —__ —__ __ _ ___ __® _ ___ _—s --__ PVC HYDRAULIC °. a MANHOLE I —_— __— _ _—_ __—_ STRUCTURE SHEAR PLATE ANTI—FLOTATION BALLAST WIDTH HEIGHTEa Z _ _ I I a — _ --�_— _ ® — I 707 NOTE (1) NOTE (1) ° e NOTES/SPECIAL, REQUIREMENTS PER SITE CIVIL ENGINEER I ° ° d d C d ° d d c ° d d ° - ° ° d a. ° e ° NOTE 1 SUPPLIER TO PROVIDE AN DESIGN &c I ° ° e d d a ° e c ° d °° ° d d d V. d ° d a CALCULATIONS WITH PRODUCT SUBMITTAL. ANTI— L — — — — — —STORMFILTER CARTRIDGES — FLOTATION DESIGN SHALL CONSIDER SOIL LIQUIFACTION — - - - - - - - - - - -- - - - - - - - - - - - - -- - - - —I - - - - - - - - - - - - - - - - - - -- - - - - - -- - - -- - - -- - - -- - - - - - - -- RESULTING FROM DESIGN EARTHQUAKE MAGNITUDES PER PRECAST CONCRETE VAULT AND REINFORCING TO BE DESIGNED BY VAULT SUPPLIER (CONTECH) ANTI-FLOTATION BALLAST THE GEOTECHN CAL RECOMMENDATIONS SPECIFIC TO THE CONTRACTOR TO GROUT TO FINISHED GRADE —� PROJECT SITE. 29'-6" 30'-6" GRADE RIM ELEV 21.38' 31'-6" RINGS/RISERS PLAN VIEW NTS CONTRACTOR TO ♦ -. '' p a - IVTS FIBERGLASS SEPARATION �o ter s tar t s FINISHED UOGRADE CYLINDER AND INLET ,` G\aa hem 0 o P GRADE RING/RISERS 3'X6' ACCESS HATCH (SPRING AUTO-ASSISTED) GRADE RING/RISERS II (AS NECESSARY) INSTALL FLUSH W/ FINISHED GRADE (AS NECESSARY) w TOP EL. 21 .12' TOP EL. 21 .12' TOP EL. 21 .12' INLET PIPE I (I > i T (MULTIPLE INLET III ® - i EC O PIPES MAY BE II p vws�x.contechES.com ACCOMMODATED) II l OUTLET PIPE ° T ry I ° q/A n _ gl. °° ° da. - - a dd - °. ° ° d. ° � _ ° d. ad' .. - e 8. q -4 d - _ . ° ° ° .. 4 d 4 e o '4 .. Yr�hJ�NCE C.PM- w d �° a�. 4 ° - d e ' 'a d ° ° - °d d °�. aa. .. ° ° d d a� .d . . .. °.. .° d, ° e. ° 4 - -4 IE ELEV 14.73' IE ELEV d d 4 ° <4 d d a , a d 14.73. � °e ° STEPa PERMANENT FRAME AND COVER d BAFFLE a° N POOL ELEV. PERMANENT POOL ELEVATION OUTLET SUMP WALL a NTS _ 27" STORMFILTER °. OIL BAFFLE SKIRT — FLOW SPREADER CARTRIDGE _ .d INSTALL FLOW KIT W/ PLUGS .� ° w d" z AND BAFFLE WALL � IE ELEV d d � d I 14.67 o z z i In — ° 4° d UJ a W — LLj SEPARATION INLET Q^o z SCREEN N ' a DISSIPATOR _ o d t--6 0 0 e ~ ° PVC HYDRAULIC SHEAR ANTI—FLOTATION BALLAST. SUPPLIER TO DESIGN. SEE — PLATE .' e e SITE SPECIFIC DATA REQUIREMENT NOTE (1). ANTI—FLOTATION BALLAST. SUPPLIER SOLIDS STORAGE SUMP ° TO DESIGN. SEE SITE SPECIFIC DATA ' p ° s ♦ d ° a ° REQUIREMENT NOTE (1). - - _ _ -- -- — - -__ _ ° c 4 ®_— ---- ° — - d ° — — — IE ELEV NEW 6n MIN. DEPTH OF CRUSHED SURFACING BASE `--- —r--d— y------ — L . d ° —— ° �._�—.�.® —� ° as •• BTM 8.08' COURSE PER WSDOT STD SPEC 9-03.9(3) COMPACTED T ° 11.62 ° d e. °d e ° d ° d° .�d e° �. d ° e° _ 4 � ° ° ° a. C. °. ° a � � ° d° �e TO MINIMUM OF 95% MAX DENSITY PER ASTM D1557 F c c Q Q a c Qn a c c Q, a c c QQ � � GEOTECHNiCAL FABRIC Qc ° c e � Q ° c � � Q ° c � � ° ° � ° � Q ° � I � c ° o - Qc �o ° ° o G ELEVATION A—A (NTS) G e n e G � 0 4 � d G � O G � 0 G � O G � O G � � G � e d G � e � 4 � e � G � e 0 4 � e a 4 � e lJ 4 � � 4 o e Q G D e 0 4 D e d G D GRANULAR MATERIAL IN ACCORDANCE WITH Q Q Q 0 Q Q Q Q C Q Q Q Q Q Q Q Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a a GEOTECHNICAL ENGINEER'S RECOMMENDATIONS a o o a In o Q Q o Q Q o Q o o Q a o Q a o a o Q a a Q a a Q o Q o o Q o Q � o a o Q a o a , n In CONTECH CDS3020 PRE-TREATMENT RTU - 7 �� l ni SCALE: NTS - C 0 [�1 T E C H STORM FILTER VAULT RTU - 8 SCALE: NTS W1829787 BergerABAM 0 1 F 33301 9th Avenue South, Suite 300 03.03. t 4 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE are_ ACCEPTABILITY TNP 03.03.14 CIVIL SECTIONS AND DETAILS O R I C 03.03.14 SW �r9ARSHALING YARD - IFC W1829787 DRS ABAM 03.03.14 ��' r 5 THIS DESIGN AND/OR CHECKED W1829787 SPECIFICATION IS APPROVED SA 03.03.14 SHEET , . ® y ENGINE R TITLE APPROVED BY DEPT. DATE DRS 03.03.14 SW MARSHALING YARD �� ®� CHECKED APPROVED JOB NO COO—NO. RENTON SITE W 1829787 Zorn APPROVED CIVIL MASTER DWG No. 7 RENTON RTN—YD—0524—F �I