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R-271402
I I L - --I i L--� / 4 � - � g.o . / OIG - o I C L Ft ExIST. REasIOtJ WPsHED RAtNRc�CIG. / I t_TE R FAaR'o ' k- lJ- t✓G To Ca GPt✓P l � CB - IE . 57 �v Com" IN RIND To BE L ER © t� To "►2 •5� r 11, 1 TdF0-*0-17f* It RIM• 49.30 , lE.'• PJ15p �3�~fW� Ex c B - --� R(M: 103.40 lE: 9Z .Lpo �N," OLA) 8;,�R Ex cg SEI/4, NW 1 /4, SEC.7, TWP 23 N, R 5 E, W.M. c� ,ROE,r,l ON Q),1 RIM. 50.n IF 44.17 ('-�"I"j) \ �I{ tNI-t-T• IF 41.1-1 (3L"�JIpj) b�TEt��T►Ot� VNE� \ FAULT �// „ NEW) N ��° Is ' w I so.oi' I (E: to q4 .�15. i T �N"'' c.4 IL' >-o �c, , 2v` w (pE (iNsIDE) -- ---- - EX 44.7D P(�ECIAST Co"CREETp . / IE: 37 90 (3C." INS l3OTioN� D� LtP EL: 50 .�' � IE• 37.70(3 ouzo 1 Mak. loo `g \N -L-- �L: 50. 3� 1 T F of Of:'r)D STO F4f II & T -L-: 4t. Z' Ex SSMH Ex 66aIH Y3L-7 BoirOM DF YAuL-T Et-: 43.z' 9 IPA-. 43.45 21 M 3 7. ) 1 1 .4. Ito' L 1 �t E S"Tt� R A C� Dei; f I E . 40.00 (0" I N� I E ' 32.90 8 "I+v ' I PE -PTH IIF 32.31(0" o'v� t 3 - O' DEPsD STORAGE 7 7aTAL t nl s t Ori DEPT1-f OTH bp - y / I ! P5LDG �pI �-- - - _I FI t_o•� RIM 3715 F -✓ 4 sTR �e _ ►._� , le 2q.zo( �"Imo) O �' f) INSIDE VAL�I-r --�I , , , 1 IE. 33 0o 3(p" Olt) 03 1 1 1 Z" \'` -rte-- � '�•---- S� -+ � �; � l E • 34. Sm(1 Z " I N) �@ 4 W. t _...; - �� 1' , I E: 34.3 ¢ ( tZ" Out 1 N 0r c8 47" w S70 90' LEC�> -4 D CD C-NTI✓H ESi N 7 (-NPE- Z-) GRATED t_- t P C� CATCH 8 AS►t.6 A„ (T{ PE SL� 50L I D, L-0 cj, I N c, LI P O '(ACRD 7A Yn" 7A LL P►PE SHNLL BE. ABS - N ,? G R E�2L I\L , u K1t-EsS SPE.C�1 � ! IED T�-KRA�,p D C1c GKN( 0 -100 9� Q, 0 aO `+O eo Fr ALL RoCk-ERLEa , 13101-101)Q& GUT -E-R DRP0JS {SND SCt4L '. "= 40l ?-)ID6 - Foo Tl f A G DR }�,s I t,,1 S !SH)[LL. EE. C O t� t t`E EGT>✓ TO THE. NEARI=ST SMR(v,- G)Rzs Ir,- C,g OR ND US► ►�16 &' Pit C SUR 35 @ M t I % SL -0 F>J-:::7 . ALL PARKING L.oT"S 0 DRIvswp4ys S►`lkL1 - (vE S�-OPEt) T-0 THF- QR I v. E -\N A -i C,F 1.� r& -RL- I N1 E ( F--<6 T- O'L DC-, A ' Cot) DRAINAGE PIPE SCHEDULE SecTment Dia. (in.) . 1 0 %Slope 0 -100 9� Q, 0 aO `+O eo Fr ALL RoCk-ERLEa , 13101-101)Q& GUT -E-R DRP0JS {SND SCt4L '. "= 40l ?-)ID6 - Foo Tl f A G DR }�,s I t,,1 S !SH)[LL. EE. C O t� t t`E EGT>✓ TO THE. NEARI=ST SMR(v,- G)Rzs Ir,- C,g OR ND US► ►�16 &' Pit C SUR 35 @ M t I % SL -0 F>J-:::7 . ALL PARKING L.oT"S 0 DRIvswp4ys S►`lkL1 - (vE S�-OPEt) T-0 THF- QR I v. E -\N A -i C,F 1.� r& -RL- I N1 E ( F--<6 T- O'L DC-, A ' Cot) DRAINAGE PIPE SCHEDULE SecTment Dia. (in.) Length (ft.) %Slope 1 v9ix--r �u 58.0 46.2b 2 ExCB - Bioswale 18 10 1.0 Bioswale - CRI irMP� 18 ZO 2.0 CB1 - Vault 18 15 1.0 Vault - CB2 12 8 5.0 CB2 - CB3 12 67 1.5 2A - CB2 8 40 2.0 2B - 2A 8 37 2.0 CB3 - CB4 12 73 1.2 CB4 - CB5 12 110 4.2 5A - CB5 8 86 1.0 5B - CB5 8 40 5.5 5C - 5B 8 50 2.0 CB5 - CB6 12 120 5.0 6A - CB6 8 50 2.0 6B - 6A 8 43 2.0 6C - CB6 8 65 5.2 CB6 - CB7 12 162 6.1 7A - CB7 8 42 7.1 CB7 - CB8 12 158 3.8 CB9 - CB2 12 94 5.3 CB10 - CB9 12 92 7.1 10A - CB10 12 17 2.9 10B - 10A 8 80 5.0 CB11 - CB10 12 72 6.9 11A - CB11 8 97 3.1 CB12 - CB9 ' 12 148 2.7 12A - CE12 8 12 2.5 CB13 - CB12 12 98 10.2 13A - CB13 12 27 7'.4 13B - 13A 12 52 1.9 EXCB - CB14 12 60 2.5 CB14 - CB15 12 33 1.5 CB15 - CB16 12 25 2.0 16A - CB16 8 150 5.3 ExCB - CB'A' 36 (3� 5••4 CB'A' _ g,EQ3' 36 1 � .4 CB No CATCH BASIN Type SCHEDULE Elevations Rim Inv. 1 1 v9ix--r �u 58.0 46.2b 2 X -48" 53.5 46.6, 50.5(W,SE) 2A YD 54.5 51.3 2B YD 54.0 52.0 3 I 51.0 47.6 4 I 51.0 48.5 5 II -48" 61.3 53.1, 58.1(W,S). 5A I 56.0 54.0 5B YD 64.0 60.5 5C YD 63.5 61.5 6 I 69.0 64.1 6A YD 69.5 65.1 6B YD 69.5 67.5 6C YD 69.5 67.5 7 I 76.5 74.0 _ 7A YD 79.0 77.0 8 I 83.0 80.0 9 I 58.0 55.5 10 I 64.5 62.0 10A I 65.0 62.5 10B YD 69.0 66.5 11 I 69.7 67.0 11A YD 72.5 70.0 12 I 62.0 59.5 12A YD 61.5 59.8 13 I 72.0 69.5 13A YD 74.0 71.5 13B YD 75.0 72.5 14 I 38.5 36.0 15 I 39.0 36.5 16 11 - 4 8"solid look lid 46.5 37.0 44 .0 (5� 16A YD 54.5 52.0 A II - 54"solid iacx lid CGd.O:+ 51 -100 Ja Rmb.27/402 JAEGER ENGINEERING 9419 S. 204 PI. Kent, Wa. 98031 (206) 850-0934 SCANNED NOV - 5 1998 L-+ D .> le 2 %/(e 0 2 a►