|
E SEC %, TY' P 29N,, R E S F, W.M.
<br />STRUCTURE TABLE,
<br />STCR
<br />DETAILED
<br />STA f C7FF
<br />RIM 16. D2 - W/ SOLID LID
<br />RD I
<br />18N IE 4.94 (IN -NW)
<br />18 IE 4.94 (IN -SE)
<br />jF5+19Oa 111.01' LT
<br />24" 1E 4.94 (OUT-,S)
<br />RIM Hr. 69 W/ SOLID LID
<br />16.48
<br />RD 2
<br />12' 1E -Sr4&4N-SW) S. 78
<br />36+20. 51. 111. 01 ' L T
<br />18" IE 4 .4&- QUT-NWT 6. 78
<br />RIM 16.63 W1 SOLID LID
<br />16,98
<br />RD 3
<br />12' 1E ICI --SE) 4, So
<br />36+2a S1s 76. 5'6' L T
<br />18~
<br />1-41 IE & A2 (OUP NE) 4.78
<br />IN
<br />24" 4.72 (OUT -SW)
<br />RIMS- W1 SOLID LID
<br />19.06
<br />RD 4
<br />12" IE :°844IN-SE) ,"a,68
<br />.36+49.13; 51.01' LT
<br />12" IE---(OUTNW) i559
<br />RIM ":-V9 = Wf SOLID LID
<br />19.22
<br />RD 5
<br />12'" IE-15:�N-NE) 5; 88
<br />12+57. 71, 39. 50' L T
<br />12" IE"4444OUT -NW) 5,82
<br />RIMS° Wf SOLID LID
<br />18.91
<br />RD 5
<br />12' IE -8"J&-{AN-NW) 9.50
<br />17+oa oa 39. 44 L T
<br />12" IE-AJ94OUT-S0 0,41
<br />RIM tB ff4-- W1 SOLID LID
<br />18. 7
<br />RD 7
<br />12" IE - AN-SWj 9.66
<br />18+36.27, 39.7 ' LT
<br />12- /E-". 40U`T-SE) 0.57
<br />RIM W,,/ SOLID LID
<br />17, 90
<br />RCS a
<br />12" 1E . IN -SW) 1Gt.83
<br />18+64.79, 75.40' LT
<br />12" IE-4 (OUT-NE)10.49
<br />RIM , - W1 SOLID LID
<br />16.47
<br />Rid 9
<br />12" IE-A4X(4A1-••NW) 10.32
<br />18+6A79, 109.75' LT
<br />12" 1E-"J-(0U`T-NE)1p 34
<br />RIM 10. 00 W1 SOLID LID
<br />12" IE 1�UT-SE)12 22
<br />16.52
<br />24+06.26, 102.49' LT
<br />121E 12.85 IN-S lg
<br />RIM-".&&-- WI SOLID LID
<br />IZ91
<br />R 1 7
<br />1.2-1E-*"-(1N-N) 9,48
<br />31+07.41, 13.80' LT
<br />18" 1E-0.49(OUT SI~) 9.19
<br />RD 1.2
<br />RIM 19. 94 -- W/ SOLID LID
<br />12 IE 10.41 (OUT--S)
<br />.28+03: 6, 26. 70' L T
<br />NOTE: ROOF DRAIN STRUCTURES TO BE N)TOPLAST H-20 TFIAFFIC
<br />RATED CATCH BASINS OR SIMILAR.
<br />6" WIDE
<br />CONCRETE WALL
<br />18" CPEP 0
<br />'MA a tax
<br />R=513.67
<br />L=82. 7 '
<br />STRUCTURE TABLE
<br />STRUCTURE TABLE
<br />STRUCTURE TABLE
<br />STRUCTURE TABLE
<br />STRUCTURE" TABLE
<br />STLCp DETAILS
<br />ETA 1 OFF
<br />STCR
<br />DETAILS ETA I L FF
<br />STCR
<br />DETAILS
<br />ETA I DFF
<br />STCR
<br />DETAILS ETA / DFF
<br />STE7R
<br />DETAILS
<br />STA / OFF
<br />RAM . - TYPE 11-54"
<br />W/ GRATED LID
<br />C� 1 BUBBLE UP OLITFALL
<br />WITH BIRDCAGE RACK
<br />r8 /E 1N-E")
<br />12.35
<br />J2+i1887, 8r, 95 LT
<br />+918
<br />C 9
<br />RIM . - TYPE 11-48" 1771
<br />W/ GRATEDD LID .
<br />14+i5.s6, a oo
<br />18" IE �-(1N-NE) ,�.,�
<br />18 1E-*tB. (OUI-Si+Y,) ..+6
<br />Cs i 7
<br />a24
<br />RIM - TYPE 11-48"
<br />W,/ GRATED LtD 1874
<br />N
<br />18'" 1E (IN -NE) 8.28
<br />18 AE�CUT-S) (Wf
<br />52+D9.24 34:9.3 LT
<br />DOWNTURNED ELBOW)
<br />ca 5
<br />RIM . TYPE 115, 88
<br />W GRATED LID
<br />/ 14.32' 23-I-.3 77. 1t�1.75 LT
<br />12 lE i3-•#x� (OUT -SE)
<br />CB ,�3
<br />RIM TYPE/ I Z 44
<br />W GRATED LID
<br />"�
<br />r2" AE IN-N) 13.40
<br />12 IE�(OUT S) 13. 38
<br />-� 7
<br />27 68.8 . aoo
<br />"�'
<br />,C8 27
<br />Ca za
<br />RIM 1#:21-- TYPE t1-48"
<br />W1 GRATED LID 16.75
<br />-N
<br />18 1E 1N W 34+38;95 r6x51 LT
<br />9.85
<br />12" IE � IN -SW 9.74
<br />N ( )
<br />18 AE (OUT-SE)9.85
<br />RIM x - TYPE/ ;6.36
<br />W1 GRATED LID 34+38.95, 19,26' RT
<br />12 IE�(OUT NE) 11.80
<br />RIM . , �- TYPE t1-48" 16.37
<br />W1 SOLID LOCKING LID 10.89
<br />18" IE f&019 (IN -NW) 32+74 32, 10.88" LT
<br />12" IE f060 ) iao5
<br />18" IE� OUT-5E) i 8
<br />CS 10
<br />RIM TYPE' 11-48' 17.77
<br />W/ GRATED LID
<br />- 1 +6:� 66, a !ID
<br />18" IE-,6-(tN N) f p,',2 C r
<br />18 IE-s:- ��UT-sw� 9.95
<br />,
<br />RIM TYPE" II-48" 16.;35
<br />Wj GRATE11 LID iaq,3
<br />12- IE - f & 8;5~ (IN -NW) 17+ I Z 87, a Do'
<br />12-IE la" (IN -NE) 1O.95 CB I S'
<br />18" IE PU7-S) 10.68
<br />RIMS- TYPE 115.36 _
<br />W/ GRATED LID 17+31.93, 41.71' RT
<br />1 "1E�(0UT SW,1 11.84 C Ei ,'C.7
<br />RIM 1�- TYPE 115 90
<br />W1 GRATED LID 19+05 79, 14.25'LT
<br />12" IE �ti'-(IN-NW) 11.84
<br />12" IE44,44QUT .SE) 11.85 ,CC 21
<br />R1M�- TYPE/ E 116.19
<br />W% '� TED LID •
<br />12" 1E (IN-NK9 Z0+44 79, 14.25 L T
<br />„ 12.54 C s � �
<br />12 1E�(OUT=SE) 12.51
<br />RIM TYPE 116.1Q
<br />Wj GRATED LID
<br />ga6U, 14.25'LT
<br />12" 1E �(IN-NW) '„F ti
<br />" - CB �3
<br />12 IE�(OUT ) 1.�,22
<br />RIM 0--- TYPE 1 t889
<br />GRATED LID
<br />/ 13i 88 23+3.3 74, 1 � 25 L T
<br />„ _
<br />12 IE43, (OUT SE)
<br />C� .24
<br />RIM-f- TYPE 1I-48"
<br />16.3
<br />W' GRATED LID 8
<br />" 1N-N a 85
<br />18� tE �-( W)
<br />r8 tE �-(IN-N) 888
<br />18" 1E OUT-SW)£� 75
<br />RIM TYPE I1-46"
<br />W1 GRA TED LID
<br />12" IE tN-NW,)9.83
<br />12" IE�IN-NE)9.81
<br />18" IE�OU T S) 9 83
<br />,
<br />,35�73:88. 16.511 L T
<br />M84
<br />' 35+6D.27, 103 lit' LT
<br />S 3
<br />G I 3
<br />C 8 3 s
<br />M� TYPE A 16.99
<br />! LID
<br />12" IE (iiN-NE) 13.87
<br />r " IE�- T-
<br />2 {OU S) 13.87
<br />RIM . - TYPE 1 16.74
<br />W% GRATED LID
<br />12 IE 1'f {OUT-SW)14.34
<br />RtM�-� T'Yri'E 1-L x.2;4
<br />Wf GRATED LID
<br />18" IE -*g"N-E) 8.59
<br />26+7`9 9D, a oo
<br />25+8 I9, 4164' RT
<br />52+07 63, 7$.12' L T
<br />-
<br />RIM �� TYPE I L
<br />W GRATED LID
<br />.7
<br />CB " 44Z IE #3. 6-(1N-E)
<br />18 18" IE . (Our-W)
<br />RIM TYPE I1-48"
<br />Wf GRATED LID
<br />CB 3
<br />1$" IE(lN-NE)6.1
<br />6.97 18" lE 140UT-W) (WI
<br />RAM ft If- TYPE 11-54"
<br />W1 SOLID LOCKING LID
<br />18" IE�'IN-NE)Z57
<br />CS 4 12%E�(IN-S) Z71
<br />12" IE � (IN-E)11.87
<br />18" IE A66 OUT SW)Z54
<br />15 45
<br />52� fi4.31, 47,46 LT
<br />10.10
<br />0 0
<br />1&59
<br />5f1 66. rD, 3,3 ftQ' LT
<br />DOWNTURNED ELBOW)
<br />1a88
<br />11+27'.48, a iiO'
<br />C s 7 1
<br />as 1 z
<br />_ _
<br />RIM TYPE 1 15.85
<br />W/ GRATED LID 12.67
<br />"
<br />12-IE �(IN-NW)
<br />12" 1E�-�:�(OUT-S)
<br />.34+,38x 95, 10,�; Q1' LT
<br />1161
<br />C$ 37` 18"
<br />RIMS- TYPE I-L 17.
<br />W,% GRATED LID (DIP CB)
<br />" IE SIN -NE) 12.40
<br />18 tE�(C1ilT W) 1. 4U
<br />51+90.77, 52.08 LT
<br />Cs 3
<br />Cs .29
<br />RIM � TYPE A 15 88
<br />Wf GRATED LID 3.2+86.8 ? ,22'.00' RT
<br />1.2" IE-f"0- (OU T-N) 11. 86RIM
<br />RIM �"�- TYPE 1 Ia85
<br />W1 ORATED LID 13, r. `
<br />12-1E-(OUT-(OUTE)
<br />33+29.16, 101--
<br />Ps
<br />15, 75 -•- ONE -LIFT
<br />(SEE SttEET DT-1J1 FOR DETAIL)
<br />1 S IE EE (IN -NW)
<br />18 "IE .� 25 (IN-E)
<br />24 IE 150 (IN-N)
<br />14" IF 13.18 (OUT- Kq
<br />14" IE is so (OUT -SW)
<br />51+94.18. 41.58' LT
<br />TYPE 1 11x80
<br />C 8 5 W/ GRA TED LID
<br />12- IE�(OUT N) , 2
<br />10+58. 4., 0.00'
<br />C B 3L7
<br />18 "
<br />RIM to- TYPE 11-48"
<br />,� E GRATED1 i�i.97
<br />�I(IN-N) 11.61 31+58.G7 27 35' RT
<br />N
<br />/E�(OUT SE
<br />1.61
<br />Cs i 4
<br />RIM-i5�99-- TYPE 115�84
<br />W IyRATED LID18
<br />1 ,34
<br />12" lE -4*4& (1N-NW,,,
<br />12" IE44 (OUT -SW)
<br />19+27 52, 1i?1.7L
<br />12.24
<br />RIM "1�9:84�^� TYPE 117 3
<br />Cs 6 W/ GRATED LID
<br />12 - IE-r4,-90-(O'UT-W)12.8
<br />11+60.69, 31.26 RT
<br />C a 31
<br />RIM-ff-2zt- TYPE 11-46"
<br />W,/ ORA TED LID 17 38
<br />12" tE-�(tN-N) 12 19 30+OZ 98. 11.3 ' RT
<br />12N IE �(DUT-S)l2.l9
<br />CB is
<br />RAMS TYPE 1I-48 "
<br />W/ GR.ATED LID
<br />C s '7 " -
<br />18 IE �(IN NE)
<br />18" IE , "fOUT=SW)
<br />I Z98
<br />12+25. r2, CI L3D'
<br />812
<br />8 OR
<br />RIM TYPE 115 83
<br />Wf GRATED LID 1 82
<br />.f - ,
<br />12 AE r�1�-(1N NW)
<br />12"'" IE�(OUT- E)
<br />20+44, 79, 1111x 75' L7
<br />12.78
<br />WQ i
<br />RIM- -50-- MODULAR 64EILAND
<br />(SEE SHEET DT-01 FOR DETAIL)
<br />18" 1E SG►2 (IN-N)
<br />"
<br />18 IE-A- t UT SE) J.2,
<br />15.47
<br />52+06.67, 41.12 LT
<br />Cam' 3�'
<br />RIM . - TYPE 1 16.71
<br />W,,,�` GRATED LID
<br />- 28+57:63 1925 RT
<br />I N
<br />12 IE �- (IN-N) 13.D2
<br />( ,)
<br />N n O -
<br />1,2 1f4R 9f4 UT S)l3 O2
<br />�' �` 1 s
<br />- "
<br />RIM 18, G1O TYPE II 48
<br />W1 GRATED LID
<br />18" lE �'�2-{IPI-NE")
<br />f8" IE-�OCIT-SW)
<br />(NOT ASBUIL l�
<br />13►2.9 (1.Ut?'
<br />8.85
<br />8. i'9
<br />Mom^--
<br />RI TYPE I 15.89
<br />W/ GRATED LID 1178
<br />12" 1E ?2��`3-i("IN-NW)
<br />12" AE � (OUT -SE)
<br />22lTtt[6a 1G?1.75'LT
<br />13.59
<br />W
<br />RIMS MODULAR WETLAND
<br />U
<br />(SEE SHEET DTO1 FOR DETAIL,)
<br />N -
<br />r#1 1E 5t7B (tN E)
<br />18" 1E��iUT tY) 5� 12
<br />15.63
<br />51+64.91, 3? 6r LT
<br />}2022 THE BLUELINE GROUP
<br />FX CB
<br />RIM 11-JO
<br />R=375, a6 - (FULL OF SIL T)
<br />L=12Z I2`
<br />APPROXIMA TE LOCA TIQ!h' N 43' 4 "12 i+4+
<br />,,.
<br />WHERE THERE 15 A 6"" 90* REND 88.12' � � ��T-7�1-,JTOf5EN-ING IN FENCE
<br />° �D--m N
<br />THAT CCNNEcT,S TO A 6 " P i✓C RIM 71,95
<br />DRAIN PIPE INSTALLED ALONG THE NCRETL:. PANE--'t_ �� 'i` (FULL OF SILT)
<br />BASE OF MALL IS IL
<br />FIM 13.93
<br />12" STEEL(I) IE 5,74 (N)
<br />12",STEEL(?) 1E 6.&5 (5)
<br />cr?
<br />m
<br />E 27 1 7 N
<br />12" STEEL(.) ( )
<br />1" STEEL (2) IE 7 21 (5)
<br />6- (FULL OF- SILT) IE Z 47 (E)
<br />6 " (FULL OF SILT) IE 747 (E')
<br />UNDERGROUND UTILITY NOTE
<br />UNDERGROUND U77LI77ES ARE SHOWN IN 7HE APPROXIMAX LOCA770N. THERE IS
<br />NO GUARAN7E"E THAT ALL U 77LI TY LINES ARE SHOWN, OR THAT THE LOCA 77ON, 'k
<br />SIZE AND MATERIAL IS ACCURA7E. THE CONTRACTOR SHALL UNCOVER ALL
<br />IN ICA 7ED PIPING WHERE CROSSING IN7ERFERENCES OR CONNEC77ONS OCCUR
<br />PRIOR TO 7RENCHING OR EXCA VA 7701V FOR ANY PIPE OR S7RUC7URES, TO
<br />DE7ERMINE ACTUAL LOCATIONS SITE" AND MAMMAL. 7EIE CON77MACTOR SMALL U
<br />MAKE TIME APPROPRIATE PROWSION FOR PROTEC77ON OF SAID FACIU77ES T14E
<br />CONTRACTOR SMALL N07IFY QNE CALL AT 8-1-1 (WASHINGTON811.1com) AND �
<br />ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIU77ES BEFORE CONSTRUC770N..
<br />10
<br />B
<br />LU E LI N E
<br />25 CENTRAL WAY, SUITE 400,
<br />KIRKLAND, Wig 98033
<br />P 425.216.4059 F:425.215AD52
<br />WVM.THESLUELINEGROUP.COM
<br />SCALE:
<br />AS NOTED
<br />PROJECT MANAGER.,
<br />CHRIS
<br />MILLER, PE
<br />PROJECT ENGINEER:
<br />,JON KOEPFGEN, PE
<br />DESIGNER,
<br />,SHAMV COOPER
<br />ISSUE" DA TE:
<br />412SA022
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