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Home My WebLink AboutzD-1269Set�� PGA Q Qv Q P�� O : �vv dpi �.� 6p OV, (00 C; + 0 IV 4 ,6� 4 a LANf f SITE nu, ?CJ -6 uu AD-126901 ; `v letwury MAP CD I . 0 - 1.2,!59 a/ .14(,457 ®. a I: = S j, el I k, I= q i� c� Seattle, WnWgt.n • 206-523.6000 0 4 T 5 24A 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8+00 MH#4A MH# 1 /DOTE #5 Rcp II r K MH #2 LOC,OT /ON O/' MANHOLE �l r RCP III C' .so S IS 16311TOX 111f4TE. MH# 3 RCP 111 C' '.H 4A RCP IT L OC.47E Ex /Jr 92" RCP /W/0,T IEXCAUgIE TO C 40 CSVP /o.06,j 70: 07qfR CONPTRUCT /ON) I D 37 OUER P /%E (' 0 LU a cs]IP/O. I09" I� IELE(/ JEE PLgN fOR ov:TE 'n a RCP I C' CS ^.IP /o. 061 1' Cl RCP III J 4 -a MCP I4 pILE C d CAP5 C R 'd ( BUR/EO UTIL /T /ES AT ELfYAi/ONJ / i E f ✓f /eg :Ground 35 5 _ __UNKNOWN � /NV `229 ,f•Q2/ � J''O. 2/% . 09 _�'J`090% Q \"C-J6M0P 'x ZO ni h FOE i : , 9E2X.T. END/ON _ 5 f/N w Gk 7 \-/VIL -2020 /NV 16'. 4; G 30 P /PE - -- MAN,VOL E,f 9A�6AP /LE JUPPORTED g0 To Ex/rr ca I R� 15 L -a, t. I,,, d� I,Ip� a ur� vnmcn. R IPT� g F N B - MM92 Rly C F - U� P 7 M 15 !75 /JN .P06 - /466 %± /NV � 16 7t (,PPROK f1fV - CONTiTACTOR TO MH#4A Plpc 1 r rind C_I ih. 15� I1 #5 Rcp II r K h CL r RCP III C' .so S � +20 9+00 10 +00 11 +00 C:/ MIMI : y /GN VOLTAGE LINES CRO.FS P /PE ALIGN- MENT- SiC` JHEET. 2 Noij CORRL'G4TE0 STEfL METAL f %PE O.4.P L /NE 1 OoAveR PTORM Oi4A /N 1'AN/TgRY J, WZ q rELfPNONf WgTfR CATCH dqJ/N Powe -,T POLE UNOERGROUNO lfAULT MANNOCf .° /RE NYORANT D /TCl/ (,/RECT /ON Or FLOHf� EX /ST /NO CONTOURS PROPERTY C /NE AND MONUMENTS 90q.0 CENTER! /NE 8UR /ED P /PE (EX/STJ AMPL ES OF JECT /oN NUM.6ER/NG YS f x JfCT/oN NUroeC/r JECT /ON s .ifctioN JECT /on/ T/TtE z .ifcTioN is rw.r[N CLASS & BEDDING SCHEDULE 'SC i Plpc 1 r rind C_I ih. 15� I1 .o.I�) Rcp II r 120 Rcp II CL +92 RCP III C' .so RCP III I) +20 RCP 111 C' '.H 4A RCP IT C RCP III C 40 CSVP /o.06,j I I D RCI' 111 (' 0 LU a cs]IP/O. I09" I� 13C III ov:TE 'n a RCP I C' CS ^.IP /o. 061 1' Cl RCP III J 4 4•G MCP I4 pILE C d CAP5 12 +00 13 +00 I TALBOT ROAD SO. qty a) C MH #6A 35 4 z 3 CL /NJTALZ /2 "CJMG F� code 29 � E J o �I Oebrrs 40 C ti i I D C yJ I C N, qty a) C /NV- I zz.G4 35 4 z 3 CL /NJTALZ /2 "CJMG F� code 29 � E J o Z o. Oebrrs �Co > 0 C yJ 0 LU a L ov:TE 'n a See Sht P' _ Cl ,F°V° F/n oe fP P'Pe J 4 30 0 C d C 25 � /NV `229 ,f•Q2/ � J''O. 2/% . 09 _�'J`090% \"C-J6M0P 'x ZO /NU -2042. : , 9E2X.T. END/ON _ .. \-/VIL -2020 /NV 16'. 4; P /PE - -- MAN,VOL E,f 9A�6AP /LE JUPPORTED 1 aoTl.s: - 15 rrEE - fNEETJ 3� 4 -a, t. I,,, d� I,Ip� a ur� vnmcn. f/ELO OETERM/NCJ 2. s PROFILE S1 1 _ 0,126902 SCALE; Horzo►staT 1 =SQ Vertical. T =5' P� -Bb1 pl I 1 t Cyr PF9kOVr' C�CE 1 P.i vii nl, 4i nrlr. A nil 11 I st TI I. gr d k t 2 R 0 LIL v 1 047 6 Ooh ®� 5 B�� •a DESIGNED L. G/Y /MM DRAWN. .dEfJ' CHECKED: W F/Nf REVISED',8Z,382 FER AfJrJCI-IOUM Ho.1 CITY OF --TON NAM 6.3400/ 3 SKEET -1 AA C 0 a) C W 0 N 4 z 3 CL C M¢ W I.L a 4 E J o Z o. coo W �Co > 0 C yJ 0 LU a L C W 0 Cl J 4 H 0 C d C DESIGNED L. G/Y /MM DRAWN. .dEfJ' CHECKED: W F/Nf REVISED',8Z,382 FER AfJrJCI-IOUM Ho.1 CITY OF --TON NAM 6.3400/ 3 SKEET -1 AA OATUM� RCAJ BENCH1-MAW fOCATLOA -f EAJT J WEJT PROPCRTY CORNER MONUMENT) (Jill PLAN BELOW) :. CDOZfJ /�I1r4ZE.•C_. L aCV-101 JIX N _ E T/YTERJZCT /ON AMA' N/A /74, 3B6. SZ /, 660, 333. 70 /YEJT -MD IeRTY CDR NSA /74, 420. 48 /, 6S9 5-9-57 47 SCALE; X-50 EAJT PROPERTY CDR N/A 174 417 33 /, &6 0, Z74 76 CENTER MH °> ' Ot /9' i CENTER 1%1112 MiMM 00 174 4SL ZS !GS9. 436 88 CENTER M// 13 of &" 3 -3483 /74,499.69 65976570 NOTE: it shall be the contrxetm,'s CfiVTER/>H"'4Aoe x'72' 7-3983 774,44783 7,660,[6370 espons ibi l I to determine the clear- ' of overhead power lines prior to CENTER MH dS on x'60" Bt0773 174, 4.s3. 7J /, 6(101236. /3 construction and it, comply with all 4PT AIJ1e`64 - - -- 1A166. 72 1748//. /D /, 660,235, 40 42C The power safety rotle reyuircmonts. pow line clearance info.mation 9111, EX /JTA7fC11 CMP -- hereon is for the Contractors Ron AT CONNECT /ON 72.119.31 174, 87L /Z /, 660, 306. 95 rat information only Clearances n shown are calculated elevations based ond, tions xI time of field survey - _4f1.' L'Lf. andc,of direct measurements. 0 =;6MR /NC GoC.4T /ONJ � ��f.PNEAO POfYfR G /NfJ OYfRHEAD � - ,[�lrsgsa. is 1 POWERUNES (TYP) - _ �T 41T59 MHd/ t I E�cozz3-cT= GUY W /RE M/!dZ_ �� - - /r� 4/' C 'RANGE - - 30'CCf.AAR,ONCE _ �� ZB' CCEA�PANCE C4 \2'CLEAi4ANCE _ - y - NB9_94'01 "W -�t9 +, _- P' 4V m� I L -- f/�'�� lYEJT PROP -COR _ "' - _8 -YO/1/ V1Z1,46f PGACE BORING & OVERHEAD WIRE, PLAN CONROLA Tai° of sEAe SCALES'f(1 -.. 6COC7fOUT AREA _ //NOCS'OUT FOR FUTURE ENO -- / /8 CDNC ,1D ANOlr1f,XT fOR f&1rh1V /B "GONG _16079W - /B" /W '0 MH 9 oRA /N dlvCX ODT -- ,B• cDNC fo 2 )P/ / e 2�?i ACCEJS aBM�E �yroiH Df rNOC� v /s P �' o//rAao�f- Er1z�D Vic. / ; tl`i 7v rMR DPwALE- �' t - - ' _CDNC J19 CONTRACTOR TO LOCAT /ON- JEL: NOTE -JT77 1 M -; #_:� i - - -MP N8 °5827 E - YN - 5I t riy� N CONNECT /ON. Ok �JNOP. F./Br47CAlED CONNECT /OA/ fOlCl2'CJMP TEPJ POlYfR DUCT) - V- ' W4A -JTEPJ 7oP fE • Z47 CDNC JD i CT OEPTH /2 I' 1 ACCEJJ AeMVf RNOC/fOUT fOR ,g CONC JD 24 "�ACCEJJ Ad0!/E 72 Q //CP /41 "� MH JTA Dt00 _. y�lgY.4CICTlFJ Awf/E IrwanY 0//7 AM/f fUT//RE // 72 "RCP I NX'4 2 96.0 D 42 In � Oi L 181, RCP 17.7 {;✓Nl•��Bpf4 �S w /CIP Base O H DI 01 420 >`I � 18" I n (E) 19.62 (Grate A 42" Out 18.62 Slab) I 48 In PTOP COW rarfrov � tAJT <. - �Z11 % - TNTERJTL'T /ON MO.i!� .fill NOT[ LO THLJ': J//EET �C - EX /JT 42" / F1 "RCP fXTENJ /ON t riy� N CONNECT /ON. Ok �JNOP. F./Br47CAlED CONNECT /OA/ fOlCl2'CJMP TEPJ POlYfR DUCT) - V- ' W4A -JTEPJ 7oP fE • Z47 CDNC JD i CT OEPTH /2 I' 1 ACCEJJ AeMVf RNOC/fOUT fOR ,g CONC JD 24 "�ACCEJJ Ad0!/E 72 Q //CP /41 "� MH JTA Dt00 _. y�lgY.4CICTlFJ Awf/E IrwanY 0//7 AM/f fUT//RE // 72 "RCP I NX'4 2 96.0 None 42 In � Oi L - {Y /Z9 "ACC'EJ,IfA.cP07'E ✓f _ J7EPJ ,�I - l?"RC.i M_ H# 4 �1` �` e \VI 60x91 CMP -I' REMOUf AfTER '� _ CONNECT /ON M_H# ~ I I 24'ACCEU RJTEPS (/Nf 112EXLrr /sRCP F/ECL7 LOCATE NO NOTES 1- All sediment and ot. - the t g 60 -inch x 42 inch CSMP culvert 'tell b' d a d d..l _tl of pt for to malting Conn ..tion to the new int, cepto, sys Lou. 2. Manbole 1 shall be Earn isbed with a asL -in -place concrete base to permit maintenance of £low i, the e .sting 42 -inch D concrete drain until Lill of connection Lo the new interceptor system. 3. 11anholes 41, 68, and 6C may be furnished with either cast - in -Place or pre -cast bases. 4. Over e avation below normal foundation (bottom of bedding) level and backfill with foundation and /or bedding mater- ials is required 1'oi' non -pile supported pipe and structures. Re ter to the specifications. 5. Manhole covers shall be of the non - locking type.. 6. Ground wat 1 15 are seasonal maximum levels may be d at Pl. t on 25, from Station 0 +19 to 1 +50 d at Elevation 26 along Lhe remainder of the alignment Con tractor shall take precautions to p .... nL flotation of p,pes of manholes. Any damage c a sed by Flotation hall be repaired by the Contractor aL noadd it ional cost to the 7. Prior to con ts e ction of existing drains to the new w system, approval for connections shall be obtained from the Owner. 8. All manholes shall be furnished to supp -L H-20 loadings 9. The debris barrier shall be as shown on the plans anti in the Special Detail pt that the bar.' 1 11 he fabricated t b bl (rather than s d) and equipped with p ll'ng /1 ft g eyes to all al by light const L'on equipment (i c , backho ) if conditions require 10. Field 1...t th. Type 27 catch basin at CD 2 to allow ect, on f 1L ' nch RCP extension to 42 inch RCP eaten slop Set finish elevation at existing ground elevation MANBOIE TIDE MANHOLE SCHEDULE PIPE KNOCKOUTS - FUT. DRAINS INTEf1I.. SUMP INV I FIN GI SIZE DEPTH SIZE ELEV PLACE PIPE ELEV ELEV COVER 1 APIVA Type III -96 96.0 None 42 In 16.7' N 181, RCP 17.7 25.3 w /CIP Base .3�4 °fd FRAME CB -1 APIVA Type III 84"0 3o' 18" Ir(N) 18.7- None 24.4 420 16.7T 18" I n (E) 19.62 (Grate A 42" Out 18.62 Slab) 48 In 16.7+ .fill NOT[ LO THLJ': J//EET �C - EX /JT 42" / F1 "RCP fXTENJ /ON 2 APIVA Type III 1.44 "0 None 72 In 17.5 ' N 1.8 RCP 19.8 26.0 (S) 48 Out 17.50 S{V 72" RCP 17.50 25.9 (N) 3 APIVA Type V Plan None 72. In 18.22 Lone 1,3 4A,4B,5,6A 24 ", APWA Std. Plan No. 42 /s to Lt, covers 40 72 Out 18.22 4A AIDVA Type II 144 "0 30" 60 In 20.09 N 18" RCP 21.3 29.5 (N) 42' In 19.37 29.5 (S) 72" Out 19.09 4B APWA Type II 84 "0 None 4'L In 21.14 Non. 29..5 12 In ' 24 13 42 Out 19.50 4C APWA Type III 48 "0 None 12 In 24.2+ None 29.5 12" 0uc 24.2* 5 APIVA Type V Plan None 60 In 20.36 None 29.0 40 60 Out 20.36 GA Precast Utility 10111' 30" 60 "x42 In 22.64 N 18 RCP 22.9 31.1 (N) Vault x16'L 18' In 21.14 NW 18" RCP 22.9 31.1 (E) 15' In 21.14 SIN 18" RCP 22.9 (Top Vault 60' Out 21.14 Slab 29.25) rMA /N-�-- EX /JE -�-- --T ft- AMIACEM A17 3 °MAX- J /.4C /N6 6B APWA Type I 48 "0 None 18' In 19.8_ 30.0 18' Out 21.44 92w CJMP J/B "CJMP- -{ I C/MP AJ REQ O FOR :. OOTS /DE Of 6C APWA Type 1 48 "0 None 15' In 21.6' 30.0 /2 "RCP EXTENS /ON rl I /N,%'TACLATTON •• /CULVERT 15' out 21.6_ 19ORTAR :rB °JTOB _: C.4TCHBA9 /N ✓D /NT .3�4 °fd FRAME CB -1 APIVA Type III 84"0 3o' 18" Ir(N) 18.7- None 24.4 t-� EX /JTf1 "RCP "- ". 18" I n (E) 19.62 (Grate A 42" Out 18.62 Slab) .fill NOT[ LO THLJ': J//EET �C - EX /JT 42" / F1 "RCP fXTENJ /ON --Nate ••..,ecor :.,o oae b-1 efts th- y%P necv< r t /ry h d .sae " °.Y RCP -� a =_ j FRAMES1 COVER; & GRATE SCHEDULE TOWN CONCRETE P /Pf 7YPE 17 DR EQUAL %✓� __ __. - Jff NOTE TN /X JNEfT - MANHOLE DESCRIPTION JOG /D COYE/5' 1,3 4A,4B,5,6A 24 ", APWA Std. Plan No. 42 /s to Lt, covers -MANHOLE. SE;CTJOfNA_L PLANS I rPI�' V-1 EW-D MOWS BARRIER 2 24", shallot type ter thin e1,b, slotted covers na aCSi.a 4C,6B,6C 24 ", APWA Std Plan No. 42 y(/ s A ,�` _ CB -1 24 "x24" cast iron inlet, APWA Std. Plan No. 49 FIJI �.IA-/. lu �f%tf'Ri -�'/7. APPROVED DATE TI►® -S0 PIA ►, n '1 so 3 �n a� b C 0 US C ,C N A' C C [ W E �' 0 O Z d W III W > O t: C Ui 0 Z M W: Q. fie rz G +0 C, d DESIGNED: G. GR /MM DRAWN: MIS CHECKED: Al I° /NE REVISED: 63900/. 2 SHEET 2 1� - II 1$O 0477 24X WI NI �I`E CIVIL DRA.NINGS NI ®11 b® y P1.5if^. I I tlom.72 N 174,811.10 E 1,660,255.40 MANHOLE ++6A � PILE �A P 4,I -O" a,i -an 21 -cam 2 -ca II 1 pll.� oar StA7lvl�l V 41 i� I - L I I I PILE CAP A b�1'AIL I r�_ /�69 n C F PILE & PILL CAP SCHEDULE C O INVERT PILE TIP V,III I \V, I OJ ELEVATION V REI•IARCS `7 34.83 nl1 TI1 g. B, 0` UJ cr tI _ Cl O O O O �I `�' �I Driven to Bedrock �I 20.09 Q Q, V- 17.86 Q �n n all �nl Driven to Bedrock 7 - =4.74 20.12 tQ- � n ivi � "� 41 ® �� vFl l ® � � � 1 4 I n h 20.14 I -11 1.7.85 - - �--�•t Or ven to Bedrock 7 + M. %4 20.17 -12 17.88 (2) 40_ To Piles 7 Driven to Bedrock VAUL:T 20.20 5 17.97 ( 2 ) 40 -Ton Piles Driven to Bedrock I 20.25 -13 18.02 ( 2 ) 40 -Ton Piles I `. -4) Driven to Bedrock (2) 49 Tee Plies I8 + 02.74 20.31 -13 18.08 (2) 40 -Ton Piles B SOIL (50RINCT Driven to Bedrock I)g + 07.73 20.35 -14 18.12 SEF. 501L5 REPORT 1 - - - -- - - 20.42 F;DR I3ORINCi LOGS - 18.19 e - -- _ (2) 40- Ton PIT es 5EE-CIVIL-D 1,165 FOR LOCATIONS - 201 OTHE15ORINfJLA13ELef745" 5.,_ -- - - DF- EXISTINC, UTILITIES (2) 40 -Ton Piles LOCATED WEST OF THE PIPE ALIGNMENT 15 M15LA13ELLED Driven to Bedrock 8 + 31.1'1 20.46 - 18.24 AND AD SEE SHEET 2 OF 4 FOR CORRECT LOCATION AND LAflELS. Driven to Bedrock 8 + ,;, 11 _ � PILE �A P 4,I -O" a,i -an 21 -cam 2 -ca II 1 pll.� oar StA7lvl�l V 41 i� I - L I I I PILE CAP A b�1'AIL I r�_ /�69 n C F PILE & PILL CAP SCHEDULE C O INVERT PILE TIP PILE CUT -OFF t W STATION ELEVATION ELEVATION ELEVATION REI•IARCS `7 34.83 16.59 -9 15.59 (9) 40 -Ton Piles V O' O W 57A- 7 +f6.71, N � � Driven to Bedrock 7 + 42,74 20.09 -10 17.86 ( 2 ) 40 -Ten Piles a p~„ CO) a 0' W W cU ®a a Driven to Bedrock 7 - =4.74 20.12 -10 17.89 (2) 40 -Ton Piles Z F I Driven to Bedrock + 66.74 20.14 I -11 1.7.85 (2) 40-Ton Piles Or ven to Bedrock 7 + M. %4 20.17 -12 17.88 (2) 40_ To Piles Driven to Bedrock 7 + 90.74 20.20 -12 17.97 ( 2 ) 40 -Ton Piles Driven to Bedrock 7 + 96.00 20.25 -13 18.02 ( 2 ) 40 -Ton Piles i8.9q Driven to Bedrock (2) 49 Tee Plies I8 + 02.74 20.31 -13 18.08 (2) 40 -Ton Piles Driven to Bedrock I)g + 07.73 20.35 -14 18.12 (2) 40 -1fion Piles 1 Driven to Bedrock 11 8 + 14.7? 20.42 -14 18.19 e - -- _ (2) 40- Ton PIT es Driven to Bedrock 5.,_ 20.43 -15 18.21 (2) 40 -Ton Piles Driven to Bedrock 8 + 31.1'1 20.46 -15 18.24 (2) 40 -Ton Piles Driven to Bedrock 8 + ,;, 11 _ 20.48 -16 18.26 (2) 40 -Tan Piles i Driven to Bedrock 8 + =,;.__ 20.51 -16 18.28 (2) 40 -Ton Piles . Ori ven to Bedrock 8 + 63.11 20.5: -17 18.31 (2) 40 -Ton Piles Dri ven to Bedrock 8 + 7o.li 20.56 -18 18.33 (2) 40 -Ton Piles Driven to Ped-1, 8 + 51.11 N-S -13 18.35 (2) 40 -Ton Piles Driven to Bedrock a 03 * .11 20.61 -I8 18.38 (2) 35 -Ton Piles (Driven to Bedrock 9 + .. ..r 20.6_' -19 18.40 (2) 35 -Ton Piles - Driven to Bedrock 9 + 27.11 20.65 -20 10.43 (2) 35 -Ton Piles Ori ven to Bed -,agk S _ -MANHOLE at4A P -7- 72 >Q PIPE' 5EE CIVIL T]RAWINr ' PILE & PILE CAP SCHEDULE (CONTINUED) C O INVERT PILE TIP PILE CUT -OFF t W STATION ELEVATION ELEVATION ELEVATION REMARKS 9 + 39.12 W �>° STA. -7 73 - 74 18.45 (2) -35 -Ton Piles V O' O W 57A- 7 +f6.71, N � � Driven to Bedrock 6 20.71 0 sTA. 7 + 54. 74 (2) 35 -Tan Piles a p~„ CO) a 0' W W cU ®a a V) 7-e 42• -14 20.73 -21 _ -MANHOLE at4A P -7- 72 >Q PIPE' 5EE CIVIL T]RAWINr ' PILE & PILE CAP SCHEDULE (CONTINUED) C O INVERT PILE TIP PILE CUT -OFF t W STATION ELEVATION ELEVATION ELEVATION REMARKS 9 + 39.12 20-68 -21 18.45 (2) -35 -Ton Piles V O' O W N � Driven to Bedrock 9 + 51.11 20.71 -21 18.48 (2) 35 -Tan Piles a p~„ CO) a 0' W W cU ®a a Driven to Bedrock 9 + 63.11 20.73 -21 18.50 (2) 35 -Ton Piles / Z F I Driven to Refusal 9 + 75.11 20.76 -21 I 18.53, (2) 35 -Ton Piles Driven to Refusal I 9 + 87.11 20.78 -21. 18.55 (2) 35 -Ton Piles Driven to Refusal 9 + 99.11 20.81 -21 I 18.58 (2) 35 -Ton Piles Driven to Refusal 10 + 11.11 20.83 -21 18.60 (2) 35 -Tan Piles Driven to Refusal 10 + 23.11 20.86 -21 18.63 (2) 35 -Tan Piles Driven to Refusal 10 + 35.11 ( 20.88 I -21 18.65 (2) 35 -Ton Piles 1 Driven to Refusal 10 + 47.11 20.91 I -21 18.68 (2) 35 -Ton Piles Driven to Refusal l 10 + 59.11 20.93 I -21 i 18.70 (2) 35 -Ton Piles Driven to Refusal 10 + 71.11 20.96 -21 18.73 (2) 35 -Ton Piles - Driven to Refusal 10 + 83.11 20.98 -21 18.75 (2) 35 -Ton Piles i Driven to Refusal 10 + 95.11 21.01 -21 1 18.77 (2) 35 -Ton Piles . Driven to Refusal 11 + 07.1i 21.03 -21 18.79 ( 2 ) 35 -Ton Piles Ori ven to Refusal 11 + 19.11 21.06 -21 18.82 (2) 35 -Ton Piles Driven to Refusa" 11 + 31.11 21.08 -21 18.84 ( 2 ) 35 -Ton Piles Driven to Refusal 11 + 43.11 1 21.11 -21 18.87 (2) 35 -Ton Piles Driven to Refusal 11 r 1.72 B. -21 17.14 15 piles - Driven to Refusal 0 LETS THE WORD 0 REFU5A0 AND REPLACE WITH THE PHRASE, 11 PE11ETRATION*v *KV_PER TO TECHN(CAL SPECI FICATIOH5 (DIVI5ION 2, 517E WORK, TI MISER PILE, PILE IPI5TALLATION ) FOR PENETRATION CRITERIA. N STRUCTURAL NOTES CODF PE^' 1RE • 'LENTS: All design n and consirvction shut conform to the requirern.. is of the Uniform Building Code, 1979 edition. DESIGN LOADS: In addition to the dead loads, the fullowing live loads were ased for design: AASHTO H -20 Track Loads. Concrete members were designed by altimute strength methods. SHOP DRAWINGS: If fabricator's shop drawings differ in design or odd to the design of the structural drawings, they shall bear the seal and signature of a Washington State Registered Siruciural Engineer. Design drawings and calculations for fabrication shall bear the seal and signature of a Washington State Registered 5t ... tural Engineer. Seal and signature are to be affixed prior to submission of drawings and calculations to the Owner. All shop drawings shall be submitted to the Owner for approval prior to any construction. The General Connmcmr shall review and approve shop drawings before submittal to Owner. NSPPECT�ON: Inspect on by Cascade Testing Laboratory shall be p f A far f place rd d 4 einforcement placement, precast erect on, hold concrete plat p g or placement. All prepared so bear ng surfaces shall be nspected by th S Fng p to placement of reinforcing steel. SPECIAL CONDITIONS: The Contractor shall verify all d mens ons in the f- Id and shall provide adequate sbar ng and brat ng of all structural members dvr ng construct on. The Contractor h II of fy the Owner of all field changes prior to installation or fabric,t, n SOILS: See the "Report of Supplemental Geotechn cal Engineering Services tar the Storm Dru n lob t Paget Power Substat on, Renton, Washington", prepared by Ge.Eng veers, July I6, 1982 for m omplate iofo-fi.a. Earthwork material, buckf, i and compact -on shall be n -d -c with the recommendai ons of the Soils Report. CONCRETE: Materiots shall be pro par lloned to produce a dense, workable mix hav ng a rna m slump of 2A inches, which can be placed wI taut segregaf on or c x ss free surface wall'. Water /cement rat os for various concrete strengths (f.) shall be- shown below. Concrete strengths shall be verified by standard 28 day cylinder tests. M n. Number Max. Water Max. Gal. of of Sacks of Content US Wafer Per Sack Cement Per Gallon Per of Cement When Pe Cubic Yard 94 Lb Sack Using Air En- (Isi) of Concrete of Cement Training Agent Use 4,000 6-1/2 5 4 Pile caps, manholes A water reducing admixture, P-ol th (see UDC Standard No. 26-9), used n strict accordance with the manufacturer's recommendai ons, shall be incorporated 'n concrete design mixes upon approval by the Owner. An air entraining agent, conforming to the UBC Sf,,lord No. 26 9, shall be used in all concrete mixes for work which s exposed to earth or weather. The amount of entrained air shall be 5% 7; by volume. As an alternate to the above, the Contractor shall subm 1 concrete m-x designs for approval two eeks prior to placing any concrete. The concrete design mix shall include the ameants of cement, fine and coarse aggregate, water - reducing admixture, and air entraining agent as well as the water /cement ratio, slump, and concrete strength (f'c). The use of calcium chloride shall be limited to a maximum of 112% by weight of cement when approved by the Owner. Hot mixing water may be used upon approval of the Owner. REINFORCING STEEL: Unless otherwise noted, all reinforcing steel shall be deformed bars in cordon.. with ASTM specification A -615, of the sizes shown on the drawings and the grades shown below. Use Grade is fy (ps_) Primary reinforcement 60 24,000 60,000 Any bars to be field bent 40 20,000 40,000 Reinforcing steel shall be securely tied in place with 1116 double annealed iron wire. Bars in beams and slabs shall be supported on well -cured concrete blocks or approved metal chairs as speeif ied by the CR51 Manual of Standard Practice, MSP -1 -76. Reinforcing steel shall be detailed in accordonre with the "ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures ", ACI 315 -74. Detail drawings shall be prepared and submitted to the Owner for approval prior to fabrication. Lap all reinforcing bars as shown on schedules. A minimum lap for all bars shall be P -6 ". Mill test reports for Grade 60 bars shall be submitted to the Owner Prior to placing concrete. Welding of reinforcing steel shall be performed using low hydrogen electrodes, and in accordance with AWS D12.1 -75 Reinforcing Steel Welding Code. REINFORCING STEEL PROTECTION: Use Protection Concrete cast against and permanently exposed to earth ...3" All other bars ..... .............................2" PRECAST CONCRETE PIPE: Shall meet ASTM C -76 Class IV requirements. PILING: All piles shall be Douglas fir round timber piles conforming to the requirements of ASTM D 25 -73, "Standard Specification for Round Timber Piles ". The piles shall have 10 -inch pi'nal tip diameters, 40 -ton end - bearing piles from Station 7 + 34.83 to Station 8 + 91.11. The les shall have 9 -inch nominal tip diameters, 35 -ton end - bearing piles from Station 9 + 03.11 to Station 9 + 11.11. The piles shall hove 9" nominal diameters, 35 -tan friction piles from Station 9 + 63.11 to Station II + 66.72. The piles shall be treated with creosote (AWPA P-10 to a net retention of 17 pef (pounds per cubic foot). Treatment shall conform to AWPA C -3. 0 a -124 & d4rhow 4 BA515 OF _ DE51GN _ I. FINAL GRADE e MAXIMUM ELEVATION OF 32.0'. Z.WA -7 ER TABLE e ELEVATION 18, U'. 3.MAXIIVIUM WE14H7 OF PIPE = 1700 PLF, 4.MAXIMUM LIVE LOAD DUE TO H5ZO TRUCFl = 11140 PLF. 1Q 5MAXIMUM WE14HT OF PIPE CONTENTS = 1660 PL F, (I,E. DRAINAE;E 1NATF-R $ SILT) ® jul' jell F1 P, •. P ®A h n 4�d 4 X� a" DESIGNED: LI.N 1JA.r4 DRAWN: OW P4 CHECKED. I U� REVISED: &6125162 Af5M PER Art -HPUM 1i ..I i9 =700 6.SOIL LOADS - STATION WEIGHT OF 501L SHEET 7 +00 -10 +50 "7.590 PLF CO n y'C 10+50 -.I +66.71 6,750 PLF % S` I APPROVED Lr DATE 150 0478 3 kpff ,00n eul0v0 sae ee„ 1 1 C O W OI C a J t W a 3 _Z LILI Q CIO � � J E J J o� �a V O' O W N � 0 CO Won 03 IM >p \J a p~„ CO) a 0' W W cU ®a a DG a C W F- Z F O m J a C G d DESIGNED: LI.N 1JA.r4 DRAWN: OW P4 CHECKED. I U� REVISED: &6125162 Af5M PER Art -HPUM 1i ..I i9 =700 6.SOIL LOADS - STATION WEIGHT OF 501L SHEET 7 +00 -10 +50 "7.590 PLF CO n y'C 10+50 -.I +66.71 6,750 PLF % S` I APPROVED Lr DATE 150 0478 3 kpff ,00n eul0v0 sae ee„ 1 1 _LAYING LE_NCrH LAYING LENGTH IZO" 12=0" N CGNT- CURVEP GFlPs 7 -ab TOP Ci �R a6 130 -17CM e,/,R5- T-1, PILE £ PILECAP i S_ ECTION__ x4-1'0' \� PILE GUT OFF ELEVATION Q z TYP YP � J F� 2 -?4 W/ 4 LE 3 "Q TROUT PIPE SYM__.__ PILE SECTION- a +a o OU SEE d� Oi 6 W ci 5TA 7 +34. S: N ' sTB Q J 7 PIPE SYM__.__ PILE SECTION- TOP OF FI NI'_Fi a +a o W SEE d� Oi 6 W ci 5TA 7 +34. S: N ' sTB Q J 7 � 3 6'3 / PIPE_ 17'G" •' --- '_� _ O IV 7. / C, - - 1 � 3 I a w -.'TYR � �o JZe- � >T' SUMP C�iT -TGM -PCN SHRINK CONCRETE 02' 35' E U ELEVA`IO NS �EMBECO 636 4RGUT WITH N. MH 4f, I6.6 ` �g'CONCIZETE AI$GREGATE - - - =V- M CA, 18.6 3 4 U _ - -- cc o U) 1 631 CGNG. VP.ULT -O 13� SEE CIVIL DRAWINna F= TM -7-4 rCURvED GARS v 4.0.. 3'6.. 4'1) ,. 40., ,9.. - O I � V", NON- SHRINI<� DCQ U) TOP OF FI NI'_Fi a +a o PI SEE d� Oi 6 W ci CIVIL 0V ✓6 �. s rn Q J 7 � 3 z a 71-i - - co Q E J �a J a � >T' SUMP C�iT -TGM -PCN SHRINK CONCRETE U ELEVA`IO NS �EMBECO 636 4RGUT WITH MH 4f, I6.6 ` �g'CONCIZETE AI$GREGATE - - - =V- M CA, 18.6 Go - -- cc o U) 631 CGNG. VP.ULT -O 13� SEE CIVIL DRAWINna F= TM -7-4 rCURvED GARS v _ O MIN. C LU V", NON- SHRINI<� DCQ U) MORTA Z EMBECG 167 MORTAR - -� 7 - €g -TOP BARS EA51Dt 14 TOTAL a DAR-5 T� _� --94 5TiRRUPS -- 9 "0.G. 4P HRINK MORTAR 6MBECO 167 MORTAR -I -84 W/ 4 LE6.5 fTfl -7 - #8 BOTTOM BAPS ``EV o e • e� v 1 E ClT GFF 1 I 3" MUD 5LAE3 NAY TGI .E IF REQUIRED SEE PLAN PILE - DBCOAL- SLOT FOR .PILE T6 GE CIROUTED RILL WITH NON - 5HRINK GROUT, I� -Z �I EIADECO 636 GROUT FII_E_C/\P_D P�,NN _� M N_ -4z_ ��PI� CAP C PLAN � M H ��A �— ,sNe�- 27-��49 e F R 0� LL 1 0 0479 SECTION__ 31 1/411-110 4 - G�(NC; SEQUENCE _ THE CONTRACTOR 5HALL: (I) PLACE NON - SHRINK MORTAR (EMBECO 167 MORTAR ON TOP OF PILE BUTT PRIOR TO PLACING PILE CAP ON PILE5. THE- COMITRACTOR 5HALL: (2)4ROUT OGLON4 SLOT FULL WITH EMSECO 636 GROUT 9, ALLOW GROUT TO REACH DE514N 5TRENCTH .PRIOR TO PLACIN4 PIPE ON PILE CAP. 0e510N 5,1,10714 FOR GROUT IS 9000 P5I -zj THE CONTRACTOR SHALL.:(3)4ROUT PIPE SUPPORT SLOT WITf-I NON - SHRINK CONCRETE (EMGECO 636 GROUT WITH 3/y" CGIVCRETIC A441RE4ATE) 4 ALLOW 4ROUT 70 REACH DESIGN STRENCTTH PRIOR TO GACKF I LLING TRENCH. THE CONTRACTOR 5HALL ALLOW CAST IN PLACE PILE CAP TO PEACH 75) OF PF516N STRENGTH PRIOR TO PLACING MANHOLE ON PILE CAP. THE _._ CONTRACTOR 5HALL ALLOW MORTAR BETWEEN CA57 IN PLACE PILE CAP $ PRECAST MANHOLE5 TO REACH DEf KCN STRENGTH PRIGR TO [TACK FILLING TRENCH. -1216f 00-T APPROVED DATE kpff s T PIA► wi n DESIGNED: LLN./ .IAH DRAWN::�5 CHECKED: �-LN REVISEDA 6415 6Z PeR ADDeN7UM No.1 634001.3 52750 SHEET IL 4 4 a +a o r- 0 \ d� Oi 6 W ci DESIGNED: LLN./ .IAH DRAWN::�5 CHECKED: �-LN REVISEDA 6415 6Z PeR ADDeN7UM No.1 634001.3 52750 SHEET IL 4 4 r- 0 Oi 6 W ci s rn Q J � 3 z a c c6 � Q J co Q E J �a J a o DC U Oz c F- o 0) rr z Go ca cc o U) >F�o a vi F= c LLI v O U p LU c DCQ U) Ix F_ OC z O m J a C G d DESIGNED: LLN./ .IAH DRAWN::�5 CHECKED: �-LN REVISEDA 6415 6Z PeR ADDeN7UM No.1 634001.3 52750 SHEET IL 4 4 .r7 -1 Qv Q� CEO No oob ��o v 0+ OV ROLL 11 0 0 4 { RE NION ,4111 M l Nor ro ,rcnLe i SITE Zo A�R LJ r VICINITY M�P As B� I j 2 -83 r AC)4269,06 S1:xii1c 20G- 5235000 M3 40 35 30 25 NOTE DO NOT JCALE FiraAl /WOTO /°LAN F mss. 4 '1 g r� )Ij ,a y v / . -1..° "'`k`, :'� - •v'#... r'RGPI l V n� n f41:..N 114 ^ ?/ ,l'. �� \ -3 IS �^ -`mow^= �..i r°-^F" - t s 3 I - y. D 8 +00 9 +00 P L A N 0 +00 : 1+00 *12 +00 3 +00 4 +00 _;5- +00 MH +9 NOTE" - . y /GN VOLTA 40 MH +2 LOC47 /ON o MdNSOLE" °7` CROSS P/PL MH +4A i - /S APPi'PDX %r"/,4TE.. CONTRACTOR JF/ALI. f /ELL7, bIH*3 ,'- - \ Grade L OCATE fX /1T -V ° Ar,' 1%129Tf 70 OTHER CDNJTifUCT /O/✓J., Jee 2 She She I yP Al mm � ver 30 <�i_7 - = - - 'i. 1e.i• ,,.h tl Iry 11, Ii. : P'1' of cn nul Iv -ddiu� :ey:i mvnt�. ( J O w G� P SLn I- i 72 +1n ^.. hell ^ is h �,i11'� 1'er•t^ , u•h .I:lo of 1 I ^coil b,•lnrc� �Il ul:: n -7 W hall 1 �1I I 0�6e Lu M Q � - BlTi9 /ED !FT /L /T /E,S .4T m � - � UHlfNOWN ECE ✓iIT /ONJ - i , Q ' 5 F/N 6RADE-JYOPf A' G TIP' TO .0Z4 1'f TO EX/JT ee D 8 +00 9 +00 ^S� - W U i - G ound MH +6A C� 3� - x M N . y /GN VOLTA 40 /NV= r22.64� - CROSS P/PL MH +4A i Debris Wfs MENT- SEE 04r \ Grade I. Jee 2 She She I yP Al mm � ver 30 <�i_7 - = - - 'i. 1e.i• ,,.h tl Iry 11, Ii. : P'1' of cn nul Iv -ddiu� :ey:i mvnt�. ( J O w G� P SLn I- i 72 +1n ^.. hell ^ is h �,i11'� 1'er•t^ , u•h .I:lo of 1 I ^coil b,•lnrc� �Il ul:: n -7 W FABR/- CON,UECT /Od LEGEND C.TMF CO1'99U6.dfea STEEL METGL /° /PE - - - -- -GA.P L /NE - , °s °-- JTOiPM ORA /N _.- -.- - S4N /714rPT JfWER -- - -- - -- -TEL EP/LONf - CATCH 8AJ /N . PO{YfR /°OLE ❑o UNDER61170UND VAULT 1.1N17'0LE fLYDRANT (D /RECT /ON OT FLO<Y� -- '�— �EXLfT /NC CONTOURS �� -- PROPERTY l /NE AND MONUMENTS ROAD CENTER! /NE (EX /STJ EXAMPL ES OF JECT /ON _NUMB IrIA/G anecriou a� cu,� ecriou nunncR �/� riou uunarA / rcc S' JECT /ON S' � nvocnxs w.rci se<riou .recrioni riree Z .reerou ,: r.,,reu PIPE CLASS & BEDDING SCHEDULE Pipe I L /5L -I..- 48 0 L J 1) 72 2120 72' 2120 I +92 7 1--- 72" 40 t^^ G 2(1 2" 6 +20 10 MP 1A 12" M1III � 12^ nw .I 12" ,1111 4 i fl , M1III (i. 15 ' \III 6 I2" M1111 0 42" CR -1 60" —n4 i0 MH 16 11 +00 12 +00 - �.5 \� ^S� - W U i - G ound MH +6A C� 3� - x M N MIV ° 211-1—\ 40 /NV= r22.64� 11VJ7,4LL 12 "CSMP \ Debris CJMP EXTENJ /ON l 04r \ Grade I. Jee 2 She She I yP Al mm � ver Imo, 1-d( I'_' -. Rur n : RIP u1 UP 111 II RCP I11 RCP I Ii C.I' 111 C (.51u� /n.oGa° I RIP TIT CS'IP /n. 1110" I: RCP I I I R C'I' IV r Cs'w /0. 004" HCl' II I (' MCP III PILE CA P, 13 +00 TALBOT ROAD SO,. EX /fT 60" J — — 25 C W U CSMP as^ MH +6A 3 - x M N MIV ° 211-1—\ 40 /NV= r22.64� 3 5 G �I 6-11. 29�Z0 Debris CJMP EXTENJ /ON l 04r �'�6� ®7j I. Jee 2 She She �II+IS: I 30 92 °� P /PE FRDM 20 _ — _— /NII /9.09 EX /SJ - J= 0.22 0 JUMP OOTTOM 1 5 /NV 17S0 6.7r- `TNV - 76.7- (APPROX ELEV- _ CONrIT" OR TO f /ECO OE7ERM /NEJ P R O F I L E SCALE: Horizontal: 1'= 50' Vertical: 1" =5' -.?7-12&P i F EX /fT 60" J — — 25 C W U CSMP as^ Q Z 3 - — - - -- J °02/ i J-0.90% J -0. 21% MIV ° 211-1—\ —LN 22.9 ® " -60 "x 92., 20 20. A2 ,POMP BOJTOM� CJMP EXTENJ /ON ZO 09 \-- /NU 'ZOZO /NI/ _ /B. 6 �'�6� ®7j P /PE MAi1/HOLEJ' 9AfGAP /LE JUFFORTEO __�I �II+IS: - ,,h:,^::,. <�i_7 - = - - 'i. 1e.i• ,,.h tl Iry 11, Ii. : P'1' of cn nul Iv -ddiu� :ey:i mvnt�. ( J O w G� SLn I- i 72 +1n ^.. hell ^ is h �,i11'� 1'er•t^ , u•h .I:lo of 1 I ^coil b,•lnrc� �Il ul:: n -7 W hall 1 �1I I 0�6e Lu M 1 1 1 wwn B■ ® 3 DESIGNED Z Ch' /iNM DRAWN bff.! CHECKED W P /Nf REVISED, :_', 8128)82 PER Pnnenf) M no I —Y OF rcenTOn nM As x.3400/ ,S SHEET '/4 I r- 0 C W U N Q Z 3 a caw ® 0. J U� >J �Oo0 0 U) Z n' W =Cr mod >O \Z F` fn Q C ( J O w G� �UQ 0 o 0�6e Lu M Z 0 0 m J Q ~ e O a� e d DESIGNED Z Ch' /iNM DRAWN bff.! CHECKED W P /Nf REVISED, :_', 8128)82 PER Pnnenf) M no I —Y OF rcenTOn nM As x.3400/ ,S SHEET '/4 I DATUM /fCAJ BENCHMAR/f LOCAT/ONJ fAJTf WfJT PROPCRTY CORNER MOrZ,901) TJ (JfE PLAN BfLO/�Y) SCALE: 1 ". = 50 NrJ'1 t.- It �b,'.I' hr it,�• Con t, ac t��i 's 1 1 Iall' ,t1 L ,, 'i h lh The 1 , t' 1 C t,a,t- {, (. 1 SCALE; " 10' 1 ].at I, based t„non .,. �OC9T /D/V J J1W N COOROTN,47EJ /NTERJECT /ON 4;"g/7 N N/A 1 174, 386. 52 / /, 660, 333. 70 GYCJT PiPOFERTY COR N N�,4 / /74, 920 4,6 L L 659 s9S 97 fAJ'T PROPERTY CDR N N/A 1 174417 3.3 / /, 66 0 274 76 CENTER M#''/ - - Or /9 1 ' ' CENTER MH °2 O O/OQ '10 / /74, 45L 25 L L6J9, 93068 Ci.VTiY MH 30,; 1' 72" 3 3rJf83 / /74,449.69 / /,6J997GJ.70 CENTEiP M# '"44— 72" 7 7134 63 / /749 94ZB3 ! ! 660, 76570 CENTER %T# "S — EC 60" 6 6,1077Y /749 45,3 7J° / /, 6609 236. /3 ¢ PT MH �6A 1 11,'66.77 / /7A, B//, /O / /, 560, 2SS 40 EX /JT ARCN 1 CM/° AT CONNECT /ON / /2f /B. 3/ 1 174, 8// /2 / /, 660, 306. 99 - OYfRNEAO POWfRL /NES (TYP). MH // GUy W /TEE b"ANCE 30'CLEAiPANCf 0- BOR /NC LOCgT /ONJ i� -�� _ Ol�fi%NfFO � j- - /POGYfiY C /NEJ 28" CLEARANCE 142' CLE4R9.UCE I NOTES t 7",f/ 59 II � l II EX /J'T ABC1/ CMP 'Na '5e27_,- 1. 411 ,- 1 tI L 1 L fo -lncn 1 I 5 \II _� 1- 111 1 - 1 and r Lu 1 g nn t tl - t PL' L: 3750 '.. 2. 31 lole L 11 1 "I .d LI h to p -I 42 -inch 0 I nett d,av, until time of un ,,.: LI m U [he ' neu ,n Le rue P1LOr 3. Ii I 1 IC 63 1 6C be f h I 111th eh r <.11 1 ;� 4. 01,11 a , hel l r d [' tl t- ,1 beds level led backill l r tl [. Tat 1 . n m t , tk1 V L 1 d F , p'. 1 - ' I1 al"", _ rd )n p l - dd d q n .., Iiele, L, ,hF ., P_i,i,,ti 1,1 �41'CLf.4RANCE� 5. tlanholc cover, shall be oI Lhe nun locictnl; type. Q 6. C I 1L 1 1 are easun 1 m ]ec els nut• " m :1 t rl a" 'la t 0 +19 t] +5o and aC El Lien 2C along the d C LI a]-{, L. ' t t shall take p t s t p o t I1 L L -.n t . 4B "�DLfA,4ANCE P p, n I'1' . A I I (,e I by I1 t c -ha11 ne 4 _ o mired by the Centrncte, nL n edd Ltlonal ces,t to the C 7. I to .ntj.n Y ajLing d_ to the u v stun 0 pl 1 £ t .1 11 b bt nF Lhc 0 ee. 8 All thnl- L ll 1. , Innis' t pl [ H-20 I ad- RS'. � �� 1 ti. .. N69 °94'x2 "k / \ \ 9 _y 1" ,��y6� tic Ivy `•\� 1 " P'NAi' - { 33483 4oOC13 - r ' ''639 6 MHOS 6 •,� P� �. Taty X,F,_7 PROF -CO/i _ �AJT PROP MIT ELEY � F 0 3B' D Q� F{ S / - / X, " - `. CTENTON p /CLAGE, .PLACE /NTfRJfCY /O.f/ M CONTROL, BORING & OVERHEAD WIRE PLAN 24' "AC, T T4t11JTEPJ) /TOP Of JLAB �..�EX /JT /B "CdMP " BLDC/lOUL AREA � l (F /EC D LOCATE) 11NDC/iOITZRY , � —0MH END Y/Ei✓ -NIS. a /fNOC/1"OU£ FO/T fUTORE - -�. N' /YEMOYE APTf/l fOF FOTORf /B"CONC- �/� /Z "CMP EXTENJ/ON To ORA /N, NLOCh' ODT P DNC. JOB• �� E / ,ryp$ 14 ",� ACCEJS ,4dOYE !111,97# Of "MLA" - T ¢ CJM% �ST PIP/ '/ 15 011T AB0l7E fL ,27.30 1B , I JNOP FA6/f /GATED - / . �^ - TO CT /ON N FOTf /Z"CfMP LfNOC/f0(/7.P / ^ C h\ fUTO/If /B" 60 "x 42" - 2f,.00CETJ' AC+'l!'E I - s7EPS CONC.J'D (TY7i�• ' MP t /V /TH YTEPJ r- POH/iR DUClJ' N= MH #4A I' I JTEPJ SO TOP EL 247 - Z4 "�ACCfJJ \ ` 07/CT OEPlH L l �� CMP v-98`fLifCP "� V.I /�TTO Bf %IEMOYED • �" - I ,�; �p � -. CONNECT /ON / CONT/fACTOR TO P I � � ACCEIJf ABO/7E \ JEE /NOTE JH ' JTEPS o 9 leA MH *4C .- I_I 24°,4CCLSS(JTEEL' MH #4B a 2d+ ,,�M uNE I�RE.fiJT /S "RCP M H# i y N ProPERTY Mr fi TiELD LDCATf J�IIj `EX /.fT'42 "CfMP /B /CJi7P —� I � FiPDU /DE RCPLACEMENT �3 "1AX JPAC /NG CJMP AJ REQ O fOR �Of/jf' /DE Of �RNaC/iOOT FOR_ `_ /2 "RCP EXTENS /ON - { //✓JTilCLAT10A/ COLUE?T fOTORE /9"0' MO.STAiP / /8 "ITOB 3/411)411"ve CONC JO CA)CHBAJ /A/�=� t� 9. The d.b,is b h ll he a,, el—e the plans end in tl Sp l D t.'l tt t1l L tl _ b r h it be t h "axed t be ablt ( aLh LL 5 d) d q ppod th pnlling /1 i'Y,ing yes to all cdl by - 1 gl t n t I' n ,q 1 uC- ( 11ckh ) it ' r. n iti,ae 91 10. Field l t th, Tyl,17,11,111 -nL CB 1'L nil u I D 112 nch RC 't. , Lo 42 1 RC1 t -n- aon Sat l,n sh dl t, aL sting 6 , „d cl ?,al Ill, MANHOLE SCHEDULE MANNOLE - PIPF KNOCKOLIs PCT OPA RF "1NT,12i oh SUMP Lin 1N'l No. TYPE - )TZE EIITII* STZP LLGV ILA('h Plpl, 1LliV 1 APIVA Tlpe III -96 .96'0 None X42 I lb_ N 18 RCP 17.7 /Cll Base 12 O L 16 :7+ 48 I n 1C+.: 7, APIVA Type III 144 "Q Nene 72 In 17.50 N 181, KIP I9.8 48 Celt 17..50 SW 72 IiC'p. 17.50 3 APIVA Type V P nn N>ns '7: It, 1 @:22 Nene 40 .72 On 75.22. 4A APIVA Typo II 144 "0 30' 60 In 2Q. 09 N IS" RCP '31.:1 : 42 11, 19.37 7.2 out 19..09 ' 4R APIVA Type II 84-0 L. Q 42:: ,In 21,19 None - 12 In 24.10 - 42 OuL 19. 50 4C -APIVA Type III - 48':0. None 12 In -24.2 Npne I2 Out 24.2 i AIWA Type V P]an None 60 In 20:36 Non, 40 C,0 Out 20.46 6A precast Ltility 10'1% 30 60 "142 I, 22..64 N 13" RCP 22 0 fault x16'L is I, 21.14 NW 18" RCP 22.9 l� Te 21.14 SIV Is" RCP 22.9 f0 Out. -21.14 63 APWA Type I 18"0 N ,ne 1 s In 19:8+ 15 o,t 27.94 6C APIVA Type I 48 "0 Nun, 15 In 21.6' 15 One 21.61 13 -1 APIVA Typ, III 34"0 30" IS" I,(N) 18.7+ None 18 In(E 1:1.62 - 42" Out is 62 Z4 ",�ACCEJJ ABOYE - -- ` 4224" 1AIZV GRATE EXIST COL UERT 25.5 m 29.3 (N) 2s.5 (s) 29.5 gnu ago, {I I (N) l 11 Slab 2.. -1.2 30.0 3(1.0 2 1. 1 (C its fc slab) JEL NOTE /O TH /J JHEC MH j ;yate- ,asrars a11 11.bsr�11.,ei epth Ao rAc44v $1048 �" tPCP� F2'RCF EXTENJ /ON m °.�/ /44 °p' MN JrA otoD CB -1, io'p aASS FRAME, COVER, & GRATE SCHEDULE / xTOW.0 CONCRETE P /PE+ / TYPE ZT OR EQUAL I/ _ JfE NOTE LS' /J JNfET aANNOhR ncsuu P'I' ioN Y''24yACCEJJ'ABD//E .POLiD COYErY 1,3,411,413,5,"A 24" APIVA Stn Plan No. 12 /s to t 1 AND VIEW-DEBRIS BARRIER z 24" Iau:,w -L11 £,r th et_,h, OVr fh /z//"Z//5Y , ^ a ctal^ t 4C,613,6(' 24" APVA Std. Pla, No A2 72 R MANHOLE SECTIONAL, PLANS 24" 24" cast irl,n inlet, AP1YA stn. flan Fu. If' 3 �+'p• a7- i26g MH +2 ROLL 1 1 048,2 4r3.• /o- T_ TI.I► _ a ■Z• ; L r 1 ' 9 t 1'� 4 r C O C s N A �+ Z e Q CC !- E a z `® v cr cd O Lu U O CC > O x F— th o e o- W U z F- a L e O G d C: DESIGNED Z Vf 117'1 DRAWN dLES CHECKED./Y P/Nf REVISED. As � 3400% Z SHEET 2 /4 � �� 1 ti. .. N69 °94'x2 "k / \ \ 9 _y 1" ,��y6� tic Ivy `•\� 1 " P'NAi' - { 33483 4oOC13 - r ' ''639 6 MHOS 6 •,� P� �. Taty X,F,_7 PROF -CO/i _ �AJT PROP MIT ELEY � F 0 3B' D Q� F{ S / - / X, " - `. CTENTON p /CLAGE, .PLACE /NTfRJfCY /O.f/ M CONTROL, BORING & OVERHEAD WIRE PLAN 24' "AC, T T4t11JTEPJ) /TOP Of JLAB �..�EX /JT /B "CdMP " BLDC/lOUL AREA � l (F /EC D LOCATE) 11NDC/iOITZRY , � —0MH END Y/Ei✓ -NIS. a /fNOC/1"OU£ FO/T fUTORE - -�. N' /YEMOYE APTf/l fOF FOTORf /B"CONC- �/� /Z "CMP EXTENJ/ON To ORA /N, NLOCh' ODT P DNC. JOB• �� E / ,ryp$ 14 ",� ACCEJS ,4dOYE !111,97# Of "MLA" - T ¢ CJM% �ST PIP/ '/ 15 011T AB0l7E fL ,27.30 1B , I JNOP FA6/f /GATED - / . �^ - TO CT /ON N FOTf /Z"CfMP LfNOC/f0(/7.P / ^ C h\ fUTO/If /B" 60 "x 42" - 2f,.00CETJ' AC+'l!'E I - s7EPS CONC.J'D (TY7i�• ' MP t /V /TH YTEPJ r- POH/iR DUClJ' N= MH #4A I' I JTEPJ SO TOP EL 247 - Z4 "�ACCfJJ \ ` 07/CT OEPlH L l �� CMP v-98`fLifCP "� V.I /�TTO Bf %IEMOYED • �" - I ,�; �p � -. CONNECT /ON / CONT/fACTOR TO P I � � ACCEIJf ABO/7E \ JEE /NOTE JH ' JTEPS o 9 leA MH *4C .- I_I 24°,4CCLSS(JTEEL' MH #4B a 2d+ ,,�M uNE I�RE.fiJT /S "RCP M H# i y N ProPERTY Mr fi TiELD LDCATf J�IIj `EX /.fT'42 "CfMP /B /CJi7P —� I � FiPDU /DE RCPLACEMENT �3 "1AX JPAC /NG CJMP AJ REQ O fOR �Of/jf' /DE Of �RNaC/iOOT FOR_ `_ /2 "RCP EXTENS /ON - { //✓JTilCLAT10A/ COLUE?T fOTORE /9"0' MO.STAiP / /8 "ITOB 3/411)411"ve CONC JO CA)CHBAJ /A/�=� t� 9. The d.b,is b h ll he a,, el—e the plans end in tl Sp l D t.'l tt t1l L tl _ b r h it be t h "axed t be ablt ( aLh LL 5 d) d q ppod th pnlling /1 i'Y,ing yes to all cdl by - 1 gl t n t I' n ,q 1 uC- ( 11ckh ) it ' r. n iti,ae 91 10. Field l t th, Tyl,17,11,111 -nL CB 1'L nil u I D 112 nch RC 't. , Lo 42 1 RC1 t -n- aon Sat l,n sh dl t, aL sting 6 , „d cl ?,al Ill, MANHOLE SCHEDULE MANNOLE - PIPF KNOCKOLIs PCT OPA RF "1NT,12i oh SUMP Lin 1N'l No. TYPE - )TZE EIITII* STZP LLGV ILA('h Plpl, 1LliV 1 APIVA Tlpe III -96 .96'0 None X42 I lb_ N 18 RCP 17.7 /Cll Base 12 O L 16 :7+ 48 I n 1C+.: 7, APIVA Type III 144 "Q Nene 72 In 17.50 N 181, KIP I9.8 48 Celt 17..50 SW 72 IiC'p. 17.50 3 APIVA Type V P nn N>ns '7: It, 1 @:22 Nene 40 .72 On 75.22. 4A APIVA Typo II 144 "0 30' 60 In 2Q. 09 N IS" RCP '31.:1 : 42 11, 19.37 7.2 out 19..09 ' 4R APIVA Type II 84-0 L. Q 42:: ,In 21,19 None - 12 In 24.10 - 42 OuL 19. 50 4C -APIVA Type III - 48':0. None 12 In -24.2 Npne I2 Out 24.2 i AIWA Type V P]an None 60 In 20:36 Non, 40 C,0 Out 20.46 6A precast Ltility 10'1% 30 60 "142 I, 22..64 N 13" RCP 22 0 fault x16'L is I, 21.14 NW 18" RCP 22.9 l� Te 21.14 SIV Is" RCP 22.9 f0 Out. -21.14 63 APWA Type I 18"0 N ,ne 1 s In 19:8+ 15 o,t 27.94 6C APIVA Type I 48 "0 Nun, 15 In 21.6' 15 One 21.61 13 -1 APIVA Typ, III 34"0 30" IS" I,(N) 18.7+ None 18 In(E 1:1.62 - 42" Out is 62 Z4 ",�ACCEJJ ABOYE - -- ` 4224" 1AIZV GRATE EXIST COL UERT 25.5 m 29.3 (N) 2s.5 (s) 29.5 gnu ago, {I I (N) l 11 Slab 2.. -1.2 30.0 3(1.0 2 1. 1 (C its fc slab) JEL NOTE /O TH /J JHEC MH j ;yate- ,asrars a11 11.bsr�11.,ei epth Ao rAc44v $1048 �" tPCP� F2'RCF EXTENJ /ON m °.�/ /44 °p' MN JrA otoD CB -1, io'p aASS FRAME, COVER, & GRATE SCHEDULE / xTOW.0 CONCRETE P /PE+ / TYPE ZT OR EQUAL I/ _ JfE NOTE LS' /J JNfET aANNOhR ncsuu P'I' ioN Y''24yACCEJJ'ABD//E .POLiD COYErY 1,3,411,413,5,"A 24" APIVA Stn Plan No. 12 /s to t 1 AND VIEW-DEBRIS BARRIER z 24" Iau:,w -L11 £,r th et_,h, OVr fh /z//"Z//5Y , ^ a ctal^ t 4C,613,6(' 24" APVA Std. Pla, No A2 72 R MANHOLE SECTIONAL, PLANS 24" 24" cast irl,n inlet, AP1YA stn. flan Fu. If' 3 �+'p• a7- i26g MH +2 ROLL 1 1 048,2 4r3.• /o- T_ TI.I► _ a ■Z• ; L r 1 ' 9 t 1'� 4 r C O C s N A �+ Z e Q CC !- E a z `® v cr cd O Lu U O CC > O x F— th o e o- W U z F- a L e O G d C: DESIGNED Z Vf 117'1 DRAWN dLES CHECKED./Y P/Nf REVISED. As � 3400% Z SHEET 2 /4 t� 9. The d.b,is b h ll he a,, el—e the plans end in tl Sp l D t.'l tt t1l L tl _ b r h it be t h "axed t be ablt ( aLh LL 5 d) d q ppod th pnlling /1 i'Y,ing yes to all cdl by - 1 gl t n t I' n ,q 1 uC- ( 11ckh ) it ' r. n iti,ae 91 10. Field l t th, Tyl,17,11,111 -nL CB 1'L nil u I D 112 nch RC 't. , Lo 42 1 RC1 t -n- aon Sat l,n sh dl t, aL sting 6 , „d cl ?,al Ill, MANHOLE SCHEDULE MANNOLE - PIPF KNOCKOLIs PCT OPA RF "1NT,12i oh SUMP Lin 1N'l No. TYPE - )TZE EIITII* STZP LLGV ILA('h Plpl, 1LliV 1 APIVA Tlpe III -96 .96'0 None X42 I lb_ N 18 RCP 17.7 /Cll Base 12 O L 16 :7+ 48 I n 1C+.: 7, APIVA Type III 144 "Q Nene 72 In 17.50 N 181, KIP I9.8 48 Celt 17..50 SW 72 IiC'p. 17.50 3 APIVA Type V P nn N>ns '7: It, 1 @:22 Nene 40 .72 On 75.22. 4A APIVA Typo II 144 "0 30' 60 In 2Q. 09 N IS" RCP '31.:1 : 42 11, 19.37 7.2 out 19..09 ' 4R APIVA Type II 84-0 L. Q 42:: ,In 21,19 None - 12 In 24.10 - 42 OuL 19. 50 4C -APIVA Type III - 48':0. None 12 In -24.2 Npne I2 Out 24.2 i AIWA Type V P]an None 60 In 20:36 Non, 40 C,0 Out 20.46 6A precast Ltility 10'1% 30 60 "142 I, 22..64 N 13" RCP 22 0 fault x16'L is I, 21.14 NW 18" RCP 22.9 l� Te 21.14 SIV Is" RCP 22.9 f0 Out. -21.14 63 APWA Type I 18"0 N ,ne 1 s In 19:8+ 15 o,t 27.94 6C APIVA Type I 48 "0 Nun, 15 In 21.6' 15 One 21.61 13 -1 APIVA Typ, III 34"0 30" IS" I,(N) 18.7+ None 18 In(E 1:1.62 - 42" Out is 62 Z4 ",�ACCEJJ ABOYE - -- ` 4224" 1AIZV GRATE EXIST COL UERT 25.5 m 29.3 (N) 2s.5 (s) 29.5 gnu ago, {I I (N) l 11 Slab 2.. -1.2 30.0 3(1.0 2 1. 1 (C its fc slab) JEL NOTE /O TH /J JHEC MH j ;yate- ,asrars a11 11.bsr�11.,ei epth Ao rAc44v $1048 �" tPCP� F2'RCF EXTENJ /ON m °.�/ /44 °p' MN JrA otoD CB -1, io'p aASS FRAME, COVER, & GRATE SCHEDULE / xTOW.0 CONCRETE P /PE+ / TYPE ZT OR EQUAL I/ _ JfE NOTE LS' /J JNfET aANNOhR ncsuu P'I' ioN Y''24yACCEJJ'ABD//E .POLiD COYErY 1,3,411,413,5,"A 24" APIVA Stn Plan No. 12 /s to t 1 AND VIEW-DEBRIS BARRIER z 24" Iau:,w -L11 £,r th et_,h, OVr fh /z//"Z//5Y , ^ a ctal^ t 4C,613,6(' 24" APVA Std. Pla, No A2 72 R MANHOLE SECTIONAL, PLANS 24" 24" cast irl,n inlet, AP1YA stn. flan Fu. If' 3 �+'p• a7- i26g MH +2 ROLL 1 1 048,2 4r3.• /o- T_ TI.I► _ a ■Z• ; L r 1 ' 9 t 1'� 4 r C O C s N A �+ Z e Q CC !- E a z `® v cr cd O Lu U O CC > O x F— th o e o- W U z F- a L e O G d C: DESIGNED Z Vf 117'1 DRAWN dLES CHECKED./Y P/Nf REVISED. As � 3400% Z SHEET 2 /4 DESIGNED Z Vf 117'1 DRAWN dLES CHECKED./Y P/Nf REVISED. As � 3400% Z SHEET 2 /4 0 P11.1' & P!;.:, CAP SCHEDULE ; ,4 (iYB„1 ; --fats =LL'E 0.T[ON './. E18VA7 iwt , P f[0 �1: 4 'yb 'c _ -,.'. TI011`% =ELEVATION ELEVATION ELEVATION: REMARKS oa s3 -' $ -21 18.4 5 2 ( ) 35 -Ton Piles ��,.. DESIGN LOADS: In add lion to the dead loads, the following live lauds were used for design Driven. to Bedrock 1 IO -21 18.48 (2) 35 -Ton Piles Concrete members were designed by all mate strength methods. Driven to Bedrock 9e- -63.11 20.73' 41. 18.50 -. (2) 35 -Ton Piles > = - _ ffir6-.74 Drive, -to. Refusal Bt+ 75.11 414 -11 4.53 _ �' 6�"s: - 1 r PItIM1 s gnature of a Wash ngton State Req stered Structural Engineer. Seal andsignature are to be Drives to Refusal 9 + P7.11 20,78 Dr1von to Bed vit 18.55 -7 + 78,'4 20.17 -12 117 88 (2)'40 -Ton Piles - .." 26.81 -21 18.58 (2) 35 -ion Piles Driven to Bedrock �7 + .7n 20.20 -12 I 20.83 17.97 (2)40 -TM Piles (2) 35 -Ton Piles other b ( ,.lit h Oriveno Refusal: .t Driven to Bedrock 20.86 + 0'l 20.25 -13 -T � 18..2 (2) 40 -16n Piles PILNVft All Piles ";I 1 DrlVen to Refusal to 11 20.88 -21 - Driven to Bedrock � 4 $ 20.31 -i: Drfven to Refusal 18.08 (2 40 -Ton Piles -21 18.68 ' (2) 75 -Ton Piles - � 0. rt 'en to Bedrock Driven to Refusal t0 ... 20.35 -14 18.70 Ax, (2) 40 -Ton Piles v1sU - . CONCRETE: Mcrteriall - shall be proportioned a _ I ,_ G ,on to Refusal ve t0 20,96 Dri ven to Bedrock- 16.73 I 20.41 -14 ' 18.1Cl. (2) 40 -Ton Piles 10 + 8!. [ -ei 18.75 Piles (2) 35 -ion lies Driv M M Neeroek 5 !9.'l 20,43 15 21.01• " L .11 (2) 40 To Piles 1r 3#T41i Piles - s'` $ + 11711_ a ;: 20:46- -15 Dnnto Refusal - to-- aedroct lee'- 21.03 • z -- (2) 35 -Ton Piles - ( - Driven to Bedrock' 8 43.A 20.93 -1` -- -21 )8.26 (2) 40 Ton Piles j ?.WATER TAI I Brix to Refuse ll.+ 31.11 Or even to Bedrock -21 '8 + . ?3 20.5; I -,. I - 18.23 (2) 40 -1on Pilei" D1_ }Veeto Refusal th' the ma f t re d t a shall b. '. c p aced in concrete design mixes upon 21.11 -21 18. Bf (2) To. Pfles Driven to Redrock•- pp al by the Owner.. -A nt a9 agent, canto ng to the UBC Standard No. 26 9, shall 8 1 Z . i.- -I1 1' . 6. 1P.31 - (2) 40 Ton Pies 17 14 15 - - W eck D ven E ro 9 ',1 -. -)F 18.33 (2) 10. TO flex I D ac 8 + ' -1.11 ;2u: 5i: 1x 18.35 2) ° -r Pale, . n in + crock PILE 3 PILE CAP SOMME (CONTINUED) INVERT PILE TIP PILE cut 's`', - - TI011`% =ELEVATION ELEVATION ELEVATION: REMARKS oa s3 -' '0.68 -21 18.4 5 2 ( ) 35 -Ton Piles ��,.. DESIGN LOADS: In add lion to the dead loads, the following live lauds were used for design Driven. to Bedrock 1 20.71 -21 18.48 (2) 35 -Ton Piles Concrete members were designed by all mate strength methods. Driven to Bedrock 9e- -63.11 20.73' 41. 18.50 -. (2) 35 -Ton Piles > = - _ siruct aloe drawings, they shall bear the seal and s gnature of o Washington State Registered Drive, -to. Refusal Bt+ 75.11 20.76 121 - :_ 4.53 _ (21-35 -ion Piles - _ s gnature of a Wash ngton State Req stered Structural Engineer. Seal andsignature are to be Drives to Refusal 9 + P7.11 20,78 -21 18.55 (2) 35 -Ton Piles REINFORCING STEEL A _ submitted to the Owner for approval pr iot to any construction. The General Contractor shall Driven to Refusal - .." 26.81 -21 18.58 (2) 35 -ion Piles =_ - 0 I Driven to Refusal' 10 11.71 I 20.83 -21 j 18.60 (2) 35 -Ton Piles other b ( ,.lit h Oriveno Refusal: .t 10 + , .-. 20.86 -21 18.63 (2) 35 -Ton Piles -T � fl1 7 ' PILNVft All Piles ";I 1 DrlVen to Refusal to 11 20.88 -21 18.65 12) 35 -eon Piles � x r � Drfven to Refusal 10 - -)1 20.91 -21 18.68 ' (2) 75 -Ton Piles - � + 63.11 to Station II _ Driven to Refusal t0 ... 20.93 -21 18.70 (2) 35 -Ton Piles - - v v1sU - . CONCRETE: Mcrteriall - shall be proportioned a _ I ,_ G ,on to Refusal ve t0 20,96 -2i 16.73 ,1;1 5 -T 0 � 3 n Piles V„ O` � 7* 1 0.7 rye. � ' �G Concrete sir gihs shall be fed by. standard 28 day ylinder tests. Dri Drven to Refusa l 10 + 8!. 20.48 -ei 18.75 Piles (2) 35 -ion lies 4 - Dr)""40 Refusal - 10 5.;1 21.01• " `;21 -° 77i 1r 3#T41i Piles - f 5 ksof' C 1 tiU5 W t Per Sack Dnnto Refusal - 11 - Gi.Ii 21.03 -21 18.79 (2) 35 -Ton Piles - ( - - Driven to Refusal 11 -+ 11.11 21.05 -21 18.82 (2) -35 -Ton Piles j ?.WATER TAI I Brix to Refuse ll.+ 31.11 ( 21.08 -21 18.84 (21 SS -ton Piles I - -'- 1 t D1_ }Veeto Refusal th' the ma f t re d t a shall b. '. c p aced in concrete design mixes upon 21.11 -21 18. Bf (2) To. Pfles pp al by the Owner.. -A nt a9 agent, canto ng to the UBC Standard No. 26 9, shall p i(4n t0 Refusal 1' . 6. `8.14 -:1 17 14 15 - - 7111 to kef -al .Wh h is exposed fo - eaHh'or weather. The amount of S + .2i1s51 -1F. 18.38 (7. edges $h4pX(MUM - _SIP �� a"� -�'(' 1 -trained pit shall be 5 %- Z;�by volume, f Bedrock - UTILITIES. - ; 1A.4n fJl tic. r, Pi:.. ...r: '. v}• " SL^ Al e- 11.1 ua - e.YV ��. �,.� ci �, i n � -. As nn nlinrnnie fn ihr,.nhnve. the Caniractar stroll submit co icrete mix desmas. for aooroval two T �� i k BiI® i n-2 ■IN" s° w �n 1) •�yy "f n C O W U C a J N a z_ 3 C: a0 jr a Co Q� .J.1r7 J_ O >a U� zW O °o z W et( M = OC z >O -a J C d lA OW CIO o- N CC a IL CC W 0 z - O M J C a O C N Oc STRUCTURAL NOTES CODE REQUIREMENTS: All des gn and construction shall conform to the regv r rents of the P4IenmP U Un'f -Building Code, 1979 edition. Any bars to be D DESIGN LOADS: In add lion to the dead loads, the following live lauds were used for design q R RQOtf 4 A AASH O 2H Truck Loads. Concrete members were designed by all mate strength methods. dR/o11ed a S SHOP DRAWINGS: If fabricator's shop drawings differ n design or add io the design or the I- pp, S siruct aloe drawings, they shall bear the seal and s gnature of o Washington State Registered fa all bars shall be 1 S Structural Eng nee,. Design draw ngs and calculotions for fabr'cat on shall bear the seal and prior to Placing e s s gnature of a Wash ngton State Req stered Structural Engineer. Seal andsignature are to be electrode; and in - - affixed prior to submission of drawing, and calculations to the Owner. All shop drawings shall be REINFORCING STEEL A _ submitted to the Owner for approval pr iot to any construction. The General Contractor shall NSPECTION: Inspeci'on by Cascade T t g L b: Cory shall be performed for cast n place =_ - 0 force at placement, precast a ec7 field o Crete placement, and pile driving o Concrete coot a9ae - - , -1 = 0 - }' a 4i mJ ��" pl t All prepared k beari,grsu,f,ces shall b other b ,.lit h �I � �.- l CAST CONCRETE r rI Ta ' -T � fl1 7 PILNVft All Piles ";I 1 1 + Q f. ' .p t noe di ter; r Z n � x r � Yl I � x Stallion 9 I n - � + 63.11 to Station II _ _ - - � �j.'�n ,�I,. 1' with the reco d t ons f the Soils Rep t. n retentio of 17 pcf - - .4-'r- _ - - v v1sU - . CONCRETE: Mcrteriall - shall be proportioned a _ I ,_ G Gjih•; - _ -7 -_ _�!_o_,_GJ m a placed ed p V„ O` � 7* 1 0.7 rye. � �G Concrete sir gihs shall be fed by. standard 28 day ylinder tests. - \1i - 4 - W Mn Nomber Max. Water Max. f f 5 ksof' C 1 tiU5 W t Per Sack ' - - Cement Per Golan Per of Cement When - ( - - _ f fi'FINAL BRAD � �� - -- - 4,000 6-112 5 4, _ ?.WATER TAI I I h 7 "-'� A 6 i i 4 I - -'- 1 t th' the ma f t re d t a shall b. '. c p aced in concrete design mixes upon WING5 POF< LO < I tr10:4 b pp al by the Owner.. -A nt a9 agent, canto ng to the UBC Standard No. 26 9, shall S + .2i1s51 -1F. 18.38 (7. edges $h4pX(MUM - _SIP �� a"� -�'(' 1 -trained pit shall be 5 %- Z;�by volume, f Bedrock - UTILITIES. - ; 1A.4n fJl tic. r, Pi:.. ...r: '. v}• " SL^ Al e- 11.1 ua - e.YV ��. �,.� ci �, i n � -. As nn nlinrnnie fn ihr,.nhnve. the Caniractar stroll submit co icrete mix desmas. for aooroval two T �� i k BiI® i n-2 ■IN" s° w �n 1) •�yy "f n C O W U C a J N a z_ 3 C: a0 jr a Co Q� .J.1r7 J_ O >a U� zW O °o z W et( M = OC z >O -a J C d lA OW CIO o- N CC a IL CC W 0 z - O M J C a O C N Oc e TYP v v i ucu Fn �r ESL U < r INVER' F_LE� / - r, °I`/IL,tC✓ I 7 NIL1� f�F. E G PILE CAP . ♦. c '9 c -' i- - El. _ • • - - r i i �= GUFF D L'FP> JI - i_ F I IV .LTI a EEEVp710N— u —_ _ It LLB UI _ tNGN!sFIK K MCKTAR i .� PILL CUT GI r) (l1� 1\ I. >= NL'EIG�NIG7 MUG SLAB- ►_ fl :1 n � A1.F DESIGNED: J/fi t DRAWN: CHECKED', -- REVISED:A, e1�91e2 veR A<7t)e NDUM H°.I a5a�;i�z -a3 �9- C O aT C_ W (� C N a � � 3 z_ a Q w c (o J cn Q E J �> J a o U Oz o F- O z as as w > F- 0 . o d us F- W U O () a w c OCa N N W O F— Z F- O IM J a C a� cc DESIGNED: J/fi t DRAWN: CHECKED', -- REVISED:A, e1�91e2 veR A<7t)e NDUM H°.I a5a�;i�z -a3 �9- e TYP v v i ucu Fn �r ESL U < r INVER' F_LE� / - r, °I`/IL,tC✓ I 7 NIL1� f�F. E G PILE CAP . ♦. c '9 c -' i- - El. _ • • - - r i i �= GUFF D L'FP> JI - i_ F I IV .LTI a EEEVp710N— u —_ _ It LLB UI _ tNGN!sFIK K MCKTAR i .� PILL CUT GI r) (l1� 1\ I. >= NL'EIG�NIG7 MUG SLAB- ►_ fl :1 n � A1.F DESIGNED: J/fi t DRAWN: CHECKED', -- REVISED:A, e1�91e2 veR A<7t)e NDUM H°.I a5a�;i�z -a3 �9- C O aT C_ W (� C N a � � 3 z_ a Q w c (o J cn Q E J �> J a o U Oz o F- O z as as w > F- 0 . o d us F- W U O () a w c OCa N N W O F— Z F- O IM J a C a� cc DESIGNED: J/fi t DRAWN: CHECKED', -- REVISED:A, e1�91e2 veR A<7t)e NDUM H°.I a5a�;i�z -a3 �9-