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Home My WebLink AboutSWP272710(7) (2) _ a OAKESDALE AVE. SW EXTENSION-PHASE 1A DWG N0. & Al Q SUMMARY OF QUANTITIES SUMMARY OF QUANTITIES 25OFT96 V) SCHEDULE A - ROADWAY 4t Z= `D ITEM SPECIFICATIONS ITEM SPECIFICATIONS w 3 Ln N0. QUANTITY UNIT ITEM QUANTITY UNIT ITEM REFERENCE NO. REFERENCE X V) ~ lJ O QPREPARADON SIWACNO V) Al LS MOBILIZATION 1-09.7 A59 4,473 TON CRUSHED SURFACING TOP COURSE 4-04 a w N A2 7.40 AC CLEARING AND GRUBBING 2-01 .>u z T A3 970 LF CLEARING LIMIT FENCE 2-01 SP ASPHALT CONCRETE PAVEMENT >N A4 LS REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02 RC/SP A60 100 SY PLANING BITUMINOUS PAVEMENT 5-04.3 14 Q Of A5 LS REMOVE EXISTING RETAINING WALL 2-02 SP A61 2.608 TON ASPHALT CONCRETE PAVEMENT CLASS A 5-04 SP J N � A6 350 LF SAW CUTTING 2-02 RC SP A62 7.541 TON ASPHALT CONCRETE PAVEMENT CLASS E 5-04 U Q A7 4.872 SY REMOVE ASPHALT CONCRETE PAVEMENT 2-02 RC lozp lows Lf)o 1 A8 792 SY PULVERIZE ASPHALT CONCRETE PAVEMENT AND COMPACT IN-SITU 2-03 SP CEWM CONC WM PAVEWNT 3 Y g A9 300 LF I REMOVE AND RESET CHAIN LINK FENCE 2-02 SP A63 137 CY CONCRETE CLASS 4000 FOR BRIDGE APPROACH SLAB 5-05.3 19 SP ao N AID 1 EA REMOVE AND RESET METAL GATE 2-02 SP A64 66 EA BRIDGE APPROACH SLAB ANCHOR 5-05.3 19 SP Q A11 610 LF REMOVE PAINT STRIPE 8-22 A65 24,244 LB STEEL REINFORCING BAR FOR BRIDGE APPROACH SLAB 5-05.3 19 SP = Al2 7 EA REMOVE PAINTED TRAFFIC ARROW 8-22 A66 10,314 LB EPDXY-COATED STEEL REINF. BAR FOR BRIDGE APPROACH SLAB 5-05.3 19 SP a A13 1.0 HUND. REMOVE RAISED PAVEMENT MARKER 2-02 SP Al 4 LS RELOCATE IRRIGATION SYSTEM 1-07.17 SP EFK)&V V CONTNOL.AND LAAD9CAPM A15 LS UTILITY RELOCATIONS AND PROTECTION 1-07.1 7 RC SP A67 FA TEMPORARY WATER POLLUTION EROSION CONTROL 1-07.15 RC SP o A68 5,458 LF CONSTRUCTION GEOTEXTILE FOR TEMPORARY SILT FENCE 2-12 SP I)C) Y GRADING A69 673 SY CONSTRUCTION GEOTEXTILE FOR SOIL STABILIZATION 2-12 SP fO" < A16 7.450 CY ROADWAY EXCAVATION, INCLUDING HAUL 2-03 RC SP A70 0.50 AC MULCHING 8-01.3 5 SP A17 640 CY CHANNEL EXCAVATION, INCLUDING HAUL 2-10 A71 335 SY CLEAR PLASTIC COVER 8-01.3 8 SP A18 10,674 CY WATER QUALITY POND EXCAVATION, INCLUDING HAUL 2-03 SP A72 2 EA STABILIZED CONSTRUCTION ENTRANCE 8-01.3 12 SP U S' gE A19 18,500 CY MITIGATION WETLAND EXCAVATION, INCLUDING HAUL 8-32 SP A73 20 EA STORM DRAIN INLET PROTECTION 8-01.3 13 SP A20 100 CY UNSUITABLE FOUNDATION EXCAVATION, INCLUDING HAUL 2-03 RC A74 376 CY HAND PLACED RIPRAP 8-15 SP A21 29.325 TON GRAVEL BORROW, INCLUDING HAUL 2-03.3 RC/SP A75 LS PATH MODIFICATIONS 8-30 SP _ A22 1,299 CY STRUCTURE EXCAVATION CLASS A. INCLUDING HAUL 2-09.3 3 A76 0.89 AC ROADWAY-RELATED SEEDING 8-01.3 4 SP 7I o A23 LS SHORING OR EXTRA EXCAVATION CLASS A 2-09 SP A77 1.70 AC FUTURE-ROADWAY SEEDING 8-01.3 4 SP a� A24 990 SF SHORING OR EXTRA EXCAVATION CLASS B 2-09 A78 1.88 AC UPLAND SEEDING 8-Ot.3 4 SP ti A25 201 CY GRAVEL BACKFILL FOR ABUTMENT WALL 2-09 SP A79 1.97 AC CONSTRUCTED-WETLAND SEEDING 8-01.3(4) SP S A26 1,254 TON GRAVEL BACKFILL FOR TRENCH 2-09 SP A80 6.85 AC LIMING 8-01.3 4 C SP €! A27 3,171 TON GRAVEL BACKFILL FOR MODULAR BLOCK WALL 2-09 SP A81 1,244 EA PSIPE TREES 8-02.3 SP A82 1,797 EA PSIPE SHRUBS 8-02.3 SP co� QFtA GE A83 3.600 EA PSIPE EMERGENTS 8-02.3 SP A28 58 LF CORRUGATED POLYETHYLENE STORM SEWER PIPE - 8" DIA. 7-04 A84 1,500 SY WILDLIFE FABRIC 8-32 SP A29 1,723 LF CORRUGATED POLYETHYLENE STORM SEWER PIPE - 12" DIA. 7-04 A85 2 EA SNAGS 8-32 SP T - A30 1.047 LF CORRUGATED POLYETHYLENE STORM SEWER PIPE - 24" DIA. 7-04 A86 8 EA DOWNED LOGS 8-32 SP iF A31 921 LF DUCTILE IRON STORM SEWER PIPE - 12" DIA. 7-04 SP A87 89.200 SF TEMPORARY IRRIGATION MITIGATION WETLAND 8-32 SP Q °% A32 630 LF DUCTILE IRON STORM SEWER PIPE - 18" DIA. 7-04 SP S A33 145 LF DUCTILE IRON STORM SEWER PIPE - 24" DIA. 7-04 SP TFtAFRC A34 9 EA ADJUST CATCH BASIN 7-05.3(1) RC A88 4.707 LF CEMENT CONCRETE BARRIER CURB AND GUTTER 8-04 SP A35 4 EA CONNECTION TO EXISTING PIPE 7-05.3 3 RC A89 213 LF XTRuvo_o CaAfa"r o"c ?6T 8-04 A36 4 EA CONNECTION TO EXISTING CATCH BASIN 7-05.3 3 RC A90 158 LF TYPE A BLOCK TRAFFIC CURB 8-07 A37 3 EA CONCRETE INLET 7-05 A91 3,872 SY CEMENT CONCRETE SIDEWALK 8-14 RC SP 8 A38 30 EA CATCH BASIN - TYPE 1 7-05 A92 5.415 LF PAINT STRIPE 8-22 RC A39 8 EA CATCH BASIN - TYPE 2 - 48" DIA. 7-05 A93 420 LF PLASTIC CROSSWALK STRIPE 8-22 RC A40 2 EA CATCH BASIN - TYPE 2 - 72 DIA. WITH BAFFLE 7-05 SP A94 165 LF PLASTIC STOP BAR 8-22 RC a A41 1 EA CATCH BASIN - TYPE 2 - 72" DIA. WITH FLOW-THROUGH PIPE 7-05 SP A95 50 EA PLASTIC TRAFFIC ARROW 8-22 RC A42 1 EA DEBRIS BARRIER 2 - 24" DIA. 7-04 SP A96 2 EA PAINTED PEFERENTIAL LANE SYMBOL 8-22 RC/SP A43 10 EA CAP PIPE END 7-04 SP A97 6.000 EA RAISED PAVEMENT MARKER - TYPE 1 8-09 RC o A44 9 EA STAKE PIPE END 7-04 SP A98 570 EA RAISED PAVEMENT MARKER - TYPE 2 8-09 RC A45 LS WATER QUALITY PONDS 7-05 SP A99 LS PERMANENT SIGNING 8-21 © A46 LS WATER QUALITY VAULT 7-05 SP A100 LS ILLUMINATION SYSTEM, COMPLETE B-20 RC/SP A101 LS TRAFFIC SIGNAL SYSTEM, COMPLETE _ 8-20 RC SP gig A102 LS INTERCONNECT, COMPLETE 8-20 RC SP A47 488 CY SOIL EXCAVATION FOR SHAFT INCLUDING HAUL - 6 FT. DIA. 6-13 SP A103 LS TRAFFIC CONTROL 1-10 RC SP A48 FA I REMOVAL OF SHAFT OBSTRUCTION 6-13 SP A49 137.939 LB STEEL REINFORCING BAR 6-02.3 24 SP OTFBi TfEM3 A50 488 CY CONCRETE CLASS 4000W FOR SHAFT 6-02 SP A104 LS CONTRACTOR SUPPLIED SURVEYING 1-05 RC A51 311 CY CONCRETE CLASS 4000 FOR BRIDGE 6-02 SP A105 6 EA MONUMENT CASE AND COVER 8-13 RC o A52 LS SUPERSTRUCTURE - SPRINGBROOK CREEK BRIDGE 6-02 SP �� FOR A53 1 CALC. DEFICIENT STRENGTH CONCRETE PRICE ADJUSTMENT 6-02.3 5 0 SK;NATURES A54 1 CALC. SLUMP AND AIR PRICE ADJUSTMENT 6-02.3 5 REFER TO R1GAND SE OWS � +rML � A55 301 LF PEDESTRIAN BARRIER 6-10 SP FULL-WE CONTRACT A56 5,386 SF MODULAR BLOCK WALL 8-28 SP ;DocwERTS DATED�s %DECEMBER 1997 A57 777 LF HANDRAIL 6-06 SP A58 777 LF RAILING SEAT 6-10 SP KEY: RC = ITEM FOR WHICH THERE IS A CITY OF RENTON SUPPLEMENTAL SPECIFICATION SP = ITEM FOR WHICH THERE IS A SPECIAL PROVISION & N ; OAKESDALE AVE. SW EXTENSION-PHASE lA DWG NO. - OUANTITIES A2 SUMMARY OF SUMMARY OF QUANTITIES 3SOFT96 G SCHEDULE B - SF"NGBROOK CREEK CHANNEL WIDENING SCHEDULE C - SANITARY SEWER STUBS r o:r v1 tD ITEM SPECIFICATIONS ITEM SPECIFICATIONS w 3 w N0. QUANTITY UNIT ITEM QUANTITY UNIT ITEM REFERENCE NO. REFERENCE X In I-- i Q PREPARATION PREPARATION N :3 B1 LS MOBILIZATION 1-09.7 C1 LS MOBILIZATION 1-09.7 �$. LiO B2 1.07 AC CLEARING 'AND GRUBBING 2-01 C2 27 CY REMOVAL AND REPLACEMENT OF UNSUITABLE FILL MATERIAL 7-1 7 ;tS Z L- C3 LS UTILITY RELOCATIONS AND PROTECTION 1-07.17 RC SP a Of B3 5,788 CY CHANNEL EXCAVATION, INCLUDING HAUL 2-10 SP DRAMGE LLJ Q B4 1,000 CY ST UCTURE EXCAVATION CLASS A. INCLUDING HAUL 2-09.3 3 C4 130 LF DUCTILE IRON SEWER PIPE - 12" DIA 7-17 Q N m B5 LS SHORING OR EXTRA EXCAVATION CLASS A 2-09 SP C5 2 EA MANHOLE 48' DIA. 7-05 N B6 1,093 TON GRAVEL BACKFILL FOR MODULAR BLOCK ALL 2-09 SP C6 2 EA DROP MANHOLE CONNECTION 7-OS uj y g 97 2,616 SF MODULAR BLOCK WALL 8-28 SP C7 LS TRENCH SAFETY SYSTEM 2-09 SP 0 aw C8 LS DEWATERING 7-08.3 1 SP Q GE C9 400 TON GRAVEL BACKFILL FOR TRENCH 2-09 SP = B8 LS ADJUST STORM WATER OUTFALL VALVE 7-04 SP CIO LS TELEVISION INSPECTION 7-17 RC a COKTFKX AAD L.APD®CAPM OTHM nib 0o B9 FA TEMPORARY WATER POL UTION EROSION CONTROL 1-07.15 RC SP C11 LS CONTRACTOR SUPPLIED SURVEYING 1-05 RC B10 1.018 LF CONSTRUCTION GEOTEXTILE FOR TEMPORARY SILT FENCE 2-12 SP G` Z Y g B11 0.50 AC MULCHING 8-01.3 5 SP O ;q 812 335 SY CLEAR PLASTIC COVER 8-01.3 8 SP }+Z nw 813 764 SY EROSION CONTROL BLANKET 8-01.3 8 SP E-(_] ad B14 0.62 AC UPLAND SEEDING 8-01.3 4 SP U E B15 75 EA PSIPE TREES 8-02.3 SP 816 1,732 EA PSIPE SHRUBS 8-02.3 SP B17 276 EA LIVE STAKES 8-02.3 SP FIN B18 14 EA URGE WOODY DEBRIS 8-31 SP 71 €° _08 a TTIW B19 LS CONTRACTOR SUPPLIED SURVEYING 1-05 RC !y � t9 0 �II 1 1 w 0 r FOR �. 0 0 S"ATURES AND sFxs. i REFER TO oRIOr/K FULL-SIZE CONMALT ♦ DOCUMEWS DATED '4,OECEUKR 1"7, r KEY: RC = ITEM FOR WHICH THERE IS A CITY OF RENTON SUPPLEMENTAL SPECIFICATION SP = ITEM FOR WHICH THERE IS A SPECIAL PROVISION c z 1� 101Dirse�esi»o.: N /! ENO SCAU CITY OF OAKESDALE AVENUE S.W. EXTENSION DEC. 199- ...s RENTON PHASE to - S.W. 27TH TO S.W. 16TH �•" �A'UM r P GENERAL LEGEND & A3 r •�..•..� Pb"ni b� Puptic wars Dept. •"'~— G-" mmsrmon P.E., Admi�istrata ABBREVIATIONS N0. REVISION By DATE APPR M� sw.��' s 96 eM eT � Ih �' m o H to i, x P xC�r� _ ¢X e --1 e v •+X -i ,n S1 Fri p > CD EJ MI 0FF o .-� Lo 0 ai (I EA E N ® . � • � � 0 R lC(O�1 `�/JI y y qy t a z 0 Y 0 ►-3 �J JLn a V V CA j Z CD o o ~ Nra Ln C a $ O g �7 g z jj C, Z cn o � �o m " P > yz D A > < D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m r ea Mi a ""illy "� $ �� $> eYaa art � � _ As$ @ $��I F D m x $$ hh zz 15 A 0 Q z D � o VI O rn �D z Ep m z } r y 1 1 # tOOJIWrvlw.w A'Ab Y.rkWA MINI MO 11O-IMO AS Swww !,® CITY OF OAKESDALE AVENUE SW EXTENSION DEC, 1997 PHA—I` SE IA - SW 27TH ST. TO SW 16TH ST. wa e+ RENTON /Building/Puo Plannin lic Wok PERMIT-CONSTRAINED A4 gs Dept. 10. REv S ON By DATE APPR �• Gregg Zimmermon P.E., Adminietrotor CONSTRUCTION LIMITS PLAN s MATCH LINE — STA. 34+00 f` ,�� i \- aw '-- — . i f -r 1 T f�J � � i1 t ( 1 • , a } i t i 1 s 3 it —T /iG V Avow ft sr E t r/ �J i OD fn ' 3. 0 i -- --` - � '�, �1y}! ' i� i�- •'.--��" j } ': C�-_- _=_TJ -_. �" C7 ram+, w O O MATCH LINE — STA. 34+00 � � rn o� zm� =boo oi�:o -� I L, C .. rn �CC ��y�x pm�7C rn w$ 0x r' x 2tn g + C Z kn rn. !2 �,Ar., cn Z i �aa , �o i m m� a o�"oz �g�$ �xIR rA,o oA °Oa'z Z rn p c�tnm o nth; Z �m D rn Z1 Z N y 0 Z O t � � 1 �to rn Ur g L � v min inpAON, Rrn 0 In � � ' D In n O � _ a OAKESOALE AVE. SW EXTENSION-PHASE 1A DING NO. X ,o SHEET TYPICAL SECTIONS 6 Of 96 r R/W R/W F-: 45' 45' VI Z= Q F- 7' 3 X-V) cn 3.5' 2' 6.5' 12' 12' 12' 4' V1' SURFACING LEGEND w Z SHLOR _ O END 2' ACP CL. A ; O1 2 ASPHALT CONCRETE PAVEMENT, CLASS A �_- END 2* ACP CL. E N F- u PROFILE GRADE w V) Li1 ac PIVOT PAINT 9 Q2 6' ASPHALT CONCRETE PAVEMENT, CLASS E 1n 8 FUTURE CONSTRUCTION = Z O3 4' CRUSHED SURFACING TOP COURSE •_j Q 9 SX 2X 7 2X 2% g Q N U J: 4O 4O 18" GRAVEL BORROW r _ _ STA. 15+25 TO STA. 27+00 � � r — '- -i N �.� - — — — — — — _ STA. 37+00 TO STA. 45+00 w i 1 6 i -- - - - - — - - -- - EDTIING O GRAVEL BORROW GRAE Y 5 TYP Q 1' OE P RAINAGE ITCH © 4' CEMENT CONCRETE SIDEWALK (AS PER O NSTA. + 0 TO 2 + 5 2 STD. PLAN F007) d 4 3 O CEMENT T CCONCRETE: CURB & GUTTER (AS PER ROADWAY SECTION A L. STA. 15+25 TO 36+00 Q8 4' DEPTH TOPSOIL TYPE 'A" o O9 EROSION CONTROL HYDROSEEDING wz Y O C) ; R/W R/W Er- Z ja 45' 45' w a CONSTRUCTION NOTES �x C'E 66' 1` 0 CROSS SLOPE VARIES, SEE SUPERELEVATION E DIAGRAM, SHEET C11. 3.5' 2' 6.5' VARIES VARIES 12' VARIES VARIES 2.5' S 71 `coo CENTER TURN O MODULAR BLOCK WALL AT BACK OF SIDEWALK n e LANE OR MEOUW (STA. 42+85 TO STA. 43+35) AS SHOWN IN PROFILE GRADE 9 ROADWAY SECTION E. 8 Ac PIVOT POINT }� WIDTH VARIES AT PAVEMENT TRANSITION �? SX 2X 7 2% I 2% SX B BETWEEN STA 33+15.23 AND STA. 36+00. 0 9 NO TOPSOIL SHALL BE PLACED IN FUTURE CONSTRUCTION AREA. EROSION CONTROL HYDROSEED MIX ONLY THIS AREA TYP S 2 GXRAD IST�� ROADWAY SECTION B y STA. 36+00 TO 36+80 d: € R/W R/W 45' 45' a a r 3.5' 2'1 6.5' *VARIES 11' 12' 'VARIES •VARIES 6.5' 1 2' 3.5' o CENTER TURN 5' 11 LANE OR MEDIAN 11' 11' 5' BIKE PROFILE GRADE BIKE 8 2 LANE h PIVOT POINT (� LANE 9 9 5X 2% 7 2% 5X 8 1 EXISTING TYP 6 1 STA. 36+90 TO STA 41+50 -/ 0 5 2 SEE DWG T3. GRADE N ��•••�. FOR 4 3 ROADWAY SECTION C SIGNATLIAES REFER TO oR STA. 36+80 TO 44+87 FULL-SIZE CONTRACT{ DOCUYENIS DATED i OECE►MER 1997 t SCALE FEET ~� ��•� 0 5 0 5 10 15 z & N OAKESDALE AVE. SW EXTENSION-PHASE to DING x , R/W R/W SHEET 45' 45' TYPICAL SECTIONS 7oF 96 N I 66 r 1 Z= 3.5' 2' 1 6.5' 1 5' 1 11, 11. 12' 11, 11. 1 5' 6.5' O BIKE CENTER TURN BIKE LANE LANE OR MEDIAN LANE zGRA w; x t/7 & ILE PFIVOT POINT ' RAILING 3 o z 5x 2% 6 '� �' 2% SURFACING LEGEND U N N , Cep 1O 2" ASPHALT CONCRETE PAVEMENT, CLASS A z N Q — — — — — 5 1 — 2O 6" ASPHALT CONCRETE PAVEMENT, CUSS E Q U NOTE: 18' GRAVEL BORROW tl 2 STA 44+87 TO 45+00 q 4" CRUSHED SURFACING TOP COURSE N 4 EXISTING - _ _ _ Q CRADE MODULAR BLOCK — — — -- O4 GRAVEL BORROW Ilow 3 ROADWAY SECTION D WALL w 4 O5 4' CEMENT CONCRETE SIDEWALK (AS PER Q w STA. 44+87 TO 48+55 STD. PUN F007) V) © CEMENT CONCRETE CURB do GUTTER (AS PER STD. PLAN 1`001) a o° I w z Y€ 1_5' 6.5' 5' 1 11' 11' iZ' 11' 11' S' 6.5' 1.5' CONSTRUCTION NOTES O 3 Y BIKE CENTER TURN BIKE }+Z LANE LANE OR MEDIAN LANE tO CROSS SLOPE VARIES, SEE SUPERELEVADON E,W DADA DIAGRAM, SHEET C11. U� gE 2x O THIS CONTRACTOR AREA NCID NE TAL WITH RE VEGETATION IN H GRADING. 2% &RPF�T GRADEOPOINT SIDEWALK FENISHOGRADE OR PLACEILY RELOCATE D EXISTINGT AT TREES, ati SIDEWALK I s� SHRUBS, AND GROUNDCOVER THIS AREA WITH SAME SIZE/SPECIES/LOCATION. d U I 74'-0" I 12 SPACES AT 6'-2' ROADWAY SECTION E R STA. 48+5 5TO 49+92 R/W 46' 45' a a 66' I r 1 5' 1 1' 1 1' 12' 11, 11, 5' 6.5' BIKE CENTER TURN BIKE LANE LANE OR MEDIAN LANE PROFILE GRADE RAILING�! & PIVOT POINT RAILING 2% 6 I 2R 1 N 2 - - - - - - - - - -4 — GX �MODUTAR BLOCK 4 -- - — — — '��•.�_, ADE / WALL FOR +,y,� MODULAR BLOCK 3 ROADWAY SECTION F ; T ; y FULL-SIZE CONTRACT y STA. 49+92 TO 52+20 DOCUMENTS DATED y /pR � �DECEMKR 1"7�� SCALE FEET z 5 0 5 10 15 d7' OAKESDALE AVE. S.W. EXTENSION-PHASE lA DWG 1No. 01 SURVEY CONTROL SHEET W. 9 8 of 96 $ 150 75 0 15000 In HORIZ.1"-150' Z I LO z� 01I$ x3 CD w vi CD i M30 4, z - Z i gq N CD BM •881 a z I >_ (•801J w� w --(•700) STA.14.75.16 (•822) --(•818) a > > STA. 11.05.91 36.56 LT. (.820) z yy a N 28.48 LT. -(163402) STA.25.45.45 STA. 41.59.18 W It w 3 \ STA. 14.98.26 (•802) 116.62 LT. / 139.97t 6T.26 (•805) ' 57.37 LT. F S K 4)4.87.80 vi ` 2i-t6 LT. ('3162) STA. 20.38.54STA. 40.88.17 150.30 LT. / STA 17.09.44 43.84 LT. 35.93 LT. STA_ 5 rn \ 25.50 LT. 41.575LT34_57 OAKESDALE AVE S.W. O Q _10.00_ ---- _ STA. 4 ' 25.00 30.00 35.00 STA. 4B 96.13 = 4 53.04 LT. a I (•226) 45.0() 670.00 i 1111T41 R T.. •97.82 (•316u STA. 17 03.72 -STA. I 0 56.22 RT. I STA. 37.86.28 OZ 8� � I � 50.64 RT. I f h- s v> -- r Z (•706) i-LEJa STA 8.29.68 r=� FOR OAKESDALE AVE.S.W. U ' 37.03 LT. 54.2r54RT9 57 i ALIGNMENT DATA SEE ` 22 n, A. DWG.NO. C2 C9 _� 3 _ �l�a STA. 49.23.50 - "' STA. 668.02.80 co � NOTE Bench Marks NGVD29 datum SURVEY CONTROL BY W.H.PACIFIC 1997 PER TOPOGRAPHIC MAP •3-1086.2201. 1) BM•881 31/2" Bross dick stamped "City of Renton BM" in the top of the east end of the concrete roiling on the North side of the SW 16th Street bridge over the P-1 channel. The bridge is located west to the intersection of SW 16th Street and COORDINATE TABLE Oakesdole Avenue SW.Elevation 20.95 2) 8M1221 top center bolt to fire hydrant with chiseled ''x" located in the DISTANCE 04 PT. 221 N. 69380.294 E. 54131.670 southeasterly corner of Proposed Oakesdale Avenue.and SW 27th Street. BEARING 5 S 00.47'43" W m u PT. 226 N. 71518.952 E. 54097.061 Station 14.59.57 54.25'Right of proposed Ookesdale Avenue. m PT. 700 N. 69028.534 E. 54041.220 Elevation 18.53 PT. 704 N. 73132.817 E. 54258.665 FOUND 4" CONC. PT. 705 N. 72818.126 E. 54204.551 MONUMENT W/ 8 ¢ PT. 706 N. 68751.294 E. 54029.886 LEAD/TACK 6 FEET ! E PT.801 N. 69397.862 E. 54041.219 EAST OF RAYMOND AVE. PT. 802 N. 69960.208 E. 54042.776 u PT.805 N. 72011.538 E. 54092.394 g PT.806 N. 72422.144 E. 54018.66� PT. 818 N. 72084.324 E. 54078.133 W PT. 819 N. 71703.132 E. 54148.932 o PT.820 N. 71083.302 E. 53940.592 PT.822 N. 70466.630 E. 53967.280 PT. 3161 N. 69624.335 E. 54138.981 m PT. 3162 N. 69631.847 E. 54057.410 PT.63402 N. 69420.620 E. 54057.120 ALL COORDINATES SHOWN AND REFERENCED ON THIS DRAWING HAVE BEEN TRUNCATED AS SHOWN BELOW. Horizontal Datum Boeing longacres site datum NAD 83/91 transformation factors- -Northing 060057.60 NAD 1927 COORDINATES -Eosting !124122.46 z N 173,400 E 1,653,000 i g Refer to Record of Survey AF• 9708189009 y W AS SHOWN ON PLANS FOR *z N 73,400 E 53,000 f0 SIGNATURES % AND SEALS. M1 +REFER TO ORIGINAL, 4FULL-SIZE CONTRACT♦ 1 DOCUWENTS DATED f 3 i o O e ' OAKESDALE AVE. SW EXTENSION-PHASE 1A DWG NO. c2 ! PLAN AND PROFILE SHEET 4 SEC. 25, T.23N., R.4 E., W.M. 1 8 STA. 13+65 TO STA. 19+40 9 of 96 I f 1 a I 1 CURB RETURN DATA NW4 NE` j V BEGIN 1/4 PT 1/2 PT 3/4 PT ENO ZrMiALT Cb1iC. C1 I A. 1 + 1 + 1 + 1.4 + 1 1 +7 o t X ' OFFSET I EL ATI N• 1 to I I i w i �1 �j �/ A ALK BEGIN 1/4 PT 1/2 'PT 3/4 PT ENO 152304-002 wJ f / 1 Av29.4111 + 1.44 1 + . 4 1 + t + THE 90CING CO. n t� .i/�/ a, a� j i N• 1 L T L 4 1 1L T _37- L i L _ l THE BOEING CO. �s«.r �� i N N / /f .�'� ff ' *CUTTER EL AT FACE OF CURB n ' c Rtiucwr icy I w p �3• 3 0 h- _ u r P "sr 6 { {' T-OF-WAY �. w N ZQu OAKESDALE AVE SW STA. 15+DO.00 I iQD _- > cD W A. + 12op�f aa µ R8 < Z + MONO, NN CAS d� C P.0 W 3 �] M N. 69.420.90 --- ..- - 1n CL ✓ E. 54.07E.29 to I Q _—_.___L_�. - � ` rE`� , - _ �� • - Q - - _ s9�r f - U o w -.�-, \_ o _ .Q�LL aW N ME E & .�. n-re• N — 7 "�'v ' - EG1 Ne-SIDEMMNt;CURB Ac 6ttTfCTt �,R ,, OAKESDALE AVE MO N CAS COVER I �-�.-- '�--- y ar.nau ,rev END 1 A CUssb� RB. ASPHALT SIDEWALK utv y. x; 19+00 } e0.rr"c.sex - _ + _ 17+00_`J cui"""- _ • R« - 6 00 J 1'— _" — --ice NO 1'15'14.E D T C F F F F C/F --G F —F - F--- SEE OWG C10 FOR C- n �'Z ��^•�,,11 �,m INTERSECTION.DETAILS 3 g /� \ I Mi r 4 r�R" she A T +7 4. I /' "!v�1 -- END TYPE A CURB. ASPHALT SIDEWALK � - f. nW ' 1+ l � f - I` E �t •ll c �# b k'+ `1 52 f { (� aiuc 2MIN. 7 7 7 ' RT uv- � RIGHT-OF-WAY j ZIO Fe `CITY I ' r 1 TYPE A CURB. ASPH. SIDEWALK F i•91 y o a s•"Y" �'-�!"1. v_I •-al+ NE NE - -Y�T�?� ��✓ 1 ALI 252304-001g o s �� U �.4 i \y aj.C TCR i I O i t RY. ♦7 \ CASK , L) ;�' ; _ +'11 ' , N TR TION N T :� tpJY OF RENTON HORIZONTAL Cu \,OATA d Ed.., COS 11C 0 ES I i „z - �— - _ OREMOVE CONCRETE BLOCKS WITHIN O RELOCATE CHAIN LMrK FENCE JD_R/.Y RIGHT-OF-WAY (TYP.). AND RECONNECT WEX1ST. FENCE AS SHOWN '^� 'Q•I• TA N RTHIN TINC 0 TA IUS L N TH �, ; ; `J RE CHAIN LINK FENCE WITHIN SHOWN OR AS 6KCTED BY THE ENGINEER 19+11.67 69813.47 54,087.32 01*33'50. 11.000.00 300.22' f FOR I i t j+ e v. UMfM RIGHT-OF-WAY. O CONSTRUCT TYPE A'CURB, ASPHALT CO111W SGN""" l v ! t ✓-� I CONC.-SIDEWALK fL ASPHALT CONC. CURE 1�4 ANDR11 SrxA , t` T S.T ocLr�uC' EXISTING BOLLARD. O Acrn+ Io oawrw I: a �.J ,1`J".-l RAMP W/5' LANbINGc ooCLRKN+s ate; ~ ` 1! 7 SALVAGE EXISTMIfi HYDRANTS k BOLLARDS 7) A Firlt-sue S DATEO J s I ,�, 4 -'EXISTING ASPHALT CONCRETE AS DIRECTEQ °R14E ENGINEER. --�- �, �DWE KR 1997t ' 'SE NE y 'I ttt��, I �; (TYP.) � i,� ^`_``_ O8 REMOVE 6t CURB do GUT�PR. ...... .. .......... ... �• .... ....... ....... ...... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... PHASE 2( .cONSTRiic110N 11 PE ASE 1 CONSTRUCTioili N.I.C) �t ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... .... .. 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SW EXTENSION-PHASE to 0 G PLAN AND PROFILE SHEET -AEC: . 25, T.23N., R.4 E., W.M. 1\ '._ .__ _.�; STA. 19+40 To STA. 25+10 io of 96 NW NE i N O i V1 p J - mom— w 3 252304-002 25?304-018 Lx N J U 1 THE BOEING CO. 7. _ THE BOEINC CO pp� w 1 W N Q prRc s+e►Yjtr+t2S -- t o-.— _ -- 4N._ ..N[i f R =OF-WAY y �___� Q Z + 1 W 3 5 - ..- -------_- -- -- dz o N 6.5' SIDEWALK 'InI Q I 1 Y Q N 41 _ FACE OF CURB 0 W � � � !tIf£w+Div.n r f a <. __ - = OAKESDALE AVE S W. ++--= roF y -_'_ --�." ._._y —_ ot ----- a 1 1 20+00 {\ c $ 2 22+00 23+00 -�_ T...._< .� 24+00 NOO'18.36-W -. w....�._�.._^..^ _ F 7 _ F - -0 - E --- — 4- a - — 1 EDGE.QF P�NT Z s- w 1 r�.RIGHT-OF-WAY ` !, '• CONSTRUCTION NOTES aI+ i VI --�� i t� j ------- -`-'� REMOVE EXISTING ASPHALT CONCRETE C\l 41 Q(Q °- _ R `�• 1 - PAVEMENT (TYP.). FI 252304-001 ( j 252304 001 O LI E_ MOYE CHAIN LINK FENCE WITHIN 7 � i � � LMITS OF RIGHT-OF-WAY. ( CITY OF REN TON CITY OF REN70N O REMOVE CONCRETE BLOCKS WITHIN i� FOR "v ! ; .,,r�;• RIGHT-OF-WAY (TYP.). SIGNATURES 11T \� a i O REMOVE EXIST. TREES OUTSIDE OF AND SEALS.REFER TO 7Cw RIGHT-OF-WAY (TYP.). c OR �.. 1 • _ FULL-SIZE CONTRACT •,/ I, DOCUMENTS DATED DECEMBER 1"7 j0 NE" NE' . ... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ... a ....IQ .........:.........:........ .. 2 .... ......: ....... .... ....... ...... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ................... ....... ....... ...... : w N N : O N O .......2`J:........::.........:........ ..y... ... ir... ZS: ... in N m J _ go N + 0 5 W W e : ......20:.........:.. .. .. .. ... . .............. .. ....... ... 2 ... a W W co Co - — —— — — — — ' 1: 1 P.S.E. . 6'4 WIC CA — — — — — — �.5 ...... : ....... :......... .....).5: ... 2- FUE `)., _ — — _ �� — —•— — _ _ _ '108"o METRO SS 1 DI _ _- =P;WA- - = —_ — . 2• _ — y :(TOP SHOWN ONLY) 36 i SS (7UKN4A+ 72'0 METRO SS (70P SHOWN ONLY) — — ta'i FUEL/OIL f — — — — -- — — — — — — — — — — — Y......T�..... mil' .'....p.:a..... ...i........:a........:?.........Al........:4........:�........: .........�........ e� ... - :b......J ... :�... ..:b.. :ti.. �:.. 01 C•lo i��+ 8"� J — OI:A.__ — f6� — �•a_ —t0•♦ �.'1_ — :Y� !.�.�.. ..�• ..�•0.. .R.x — .��..\ .�.. �:1.. ..�.�.. �- �� ..9.— .7.0 ..f.:Ol r4 p1•.40 l� •�— _ __ .alp � — __gin_ �+ n• n• n 1.• ip 1p• —ip• tp• — �,�4 — — - ai cp �.m ep ^•a_o 'ap �•a4 �_ m ml �.1_O o f� r 1 + N\' + 44 +80 gl+20 21404 +4 + � + 0 3+6 44 4+424+80 a _ OAKESDALE AVE. SW EXTENSION-PHASE 1A DWC NO. l C4 ( PLAN AND PROFILE SHEET �`SEC.� �1 .23N., R.4 E., W. SEC. 24, T.23N., R.4 E., W.Iv� STA. 25+10 TO STA. 30+80 1 of 96 r ' r 4 4 ca rwr ?. o tJMI NE SW` SE` 1 V1 rry.r•S7 6'PK M r r.,p,_ _.1 I 3 \,/ j. :MY. I�JS{•�C Y.5 IA t O w 3 00 252304 t r p►.�1a. ��--/ ^ 242304- ~ O THE BOEING CO. 1' 1 x cn w ,,� , , WY „se,r A� THE BOEINC . J iy, Z i - IS.. I1•�Cr-' 3�- Co Q 1 `f COMMERpJ1L (SRIVEtMAY'(Dw-,) IA : OWN DETAILS. SEE w, Q o ( 1 �� RIGHT-oF-w aa S N \y,_ r- R� Q Z + - F i w 3 S �^ Q N N 1 _ ��._;= —I - 00 6.5' SIDEWXCK N x Ya cn i - -- ,J . i.. F — - !✓ MY r a- . Q c ecAr a o. / - _ ACE of cuRa 2 +�� TKE SiAalli T � covert arw r7 CL MT. _ .-2T�00__ _ 24+00 r_ t 3 q COMMERCIAL DRIVEWAY (DW-2) - ---"f F FOR DETAILS Nw. a•.�s `7J�. ._.__ 't'rr,o„ . ..__.—_ F ,a EDGE OF PAVEMENT 1 Fti 10' PERMAN&I T .a!+ q r• ` RIGHT-OF-WAY W 242304-01 15 ac; DRAINAGE ES►�T. l r,<, Z THE BOEING CO. Z co CONSTRUCTION NOTES al+ �52304-00t `r" , a W REMOVE CONCRETE BLACKS WITHINU` ik i , \ ` H RIGHT-OF-WAY (TYP.) i REMOVE METAL PLATE. dIF pTY OF REN TON , '1 '� < E- �' �� roa �ti` I6j•aW .r.L \ '� 1 ��_�' O REMOVE CHAW LINK FENCE WITHIN �, __ LIMITS OF RIGHT-OF-WAY. — y AND SEALS. (/ \ / -�-T- y M j6Y j REFER TO ORIGINAL i / _ , !t. 't ��,` �..-^'M�K� „)/rJ-�If - - -- - `-\ 4,"GYM Lt`1 Od*.A. FLU-SIZE CONTRACT DOCUMENTS DATED 0 ♦ 'f 4 OECEwBER 1997� 4 •ar0 SE SE ....... ... y • G .... - ....... .. ....... •..•... ....... ....... ....... ....... ....... ....... ....... •...... ....... ....... ........ ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... .•...... ......• : . w 200' VC O � . N • C N N10 N N .:. .. ....... ....... ....... .. ... .... ....... ....... ....... .... •�.•1.. .- N 00 La — — _ •. BOE�AG PROP. 610 SLEEW ; �.�.....:...................:.. T.. ."'.'.- .r...=..—._�.— BOEING PROP. H�O IRR •6'0 PVC So, 1 .........:' RDP'SD......... _ .►. - ._,�........ ................... ....... ..... ........ ... .........:.}Q.....: ........:.... 60••WA-- -- .. I� IJ 6'0 WA 12'0 RCP SD "(SEATT'LE:Pmrc 11n0liES.. :. ....... ....... ....... ------. Q :. :. :. :. ; :. :. :. 72'/ METRO SS CEDAR RNER PIPELINE NO. 4); II f I "� \'" PDT rfOL.E%`'(�P Q. 10.3 ; . L�� :(TOP SHOWS ONLY) 108'/ METRO SS -- I� (TOP SHOWN ONLY) ... : ........' N�.. n.i' r_� n n In rn"......ri,:0" n 6. �. �..6......... e.b. b.........e.... ..n.b.......Q_6.......^:0.......N:O.......a N ...� .... b.......n:b....... +: o' ...... ... 5 n:n ^ N,n w:n IA N:eO N.� rq 3�+ Op•�pf.......0.^ .... .pb.• O; �.^ �.n ... C6� ,1 n b ..UA.......ar..... .•O N �•r!1 IO1 O•n n •Q.......�:�.......�:�.......co 0`1Or.p OI.O �..- OI. :tc� — �►�_ —'^ — '^me -- Win— —^ice -- .0 Z25+20 25 26*00 264-807+ 7* + -�4 8-� 0 \ + 30-4-00 30+40a p OAKESDALE AVE. SW EXTENSION-PHASE IA DWG No. C5 cu RET . pAr PLAN AND PROFILE SHEET ? BY oTf1ER5 J s 1 STA. 30+80 TO STA. 36+50 12 of 96 BEGIN 1/4 PT 1�2 PT 4 PT END I H I ! S*4 SE C I 1 E?PN� STA- + + + + 4 + ! g;g I , t t = A I N• 1 L 41 4 L ,14L T f IN IT"I f' z i i DRIVEW70W,3) I2 BY O�HERS FOR DETAIS, EE ' i I BEGIN 1/4 PT IT N 1/2 4 PT f f w Lr)3 A +6 9 + + - 4 + 1. 1 �' 242304-0001 f X u w ( L 4 L 41. L 1 j I THE BOEING CO2d ;+ e L'i M 1 ELEVATION* 17.40 1 1 1 . r, i Q ( *GUTTER ELEV. AT FACE OF CURB N T 3 17. T �� MI _ _ - STA. 32+80.11 4 .92' LT i j • I I I ��{ 111 } I i� N - ( - I 1 BE IN SIDEWALK I W p ENQ SIDE --J w _ H I i I i j 1 F C its F 0 F- I' , I .. }r I ' �` It 1 W N Q O M _ -'-' .�.�.. .. J F- 00i I Q Z I /-- F RIGHT�O�-WAY 9 i' i t 3 � • F F dz a N C -- -- .J1 2 \ ' 6.5' SIDEWALK ; 1 6.5' SIDEWALK w --- a CURB o (� (j — - 4 -- V) �-�s ___ .. -- 3. Q �r"} - _. -_ -- - -- _ �_ STA. 35+87. rl 31+00 `` 8 :"'0 32t AVE S.W. 33+00 34+00 MONUMENT, CASE tt COVER 36+oo a -- NOO'18'36'W _ �— 00 ;nett,+o� 1 8 0 po Y ssM _ - - - — - F _. ---s s- --- A 33+.1 _ _ __—�- _�__ _E F PAVEMENT - F 1 — ' P. ycr+c - - - s- - RADIUS 2.796' � _ 1 a ( P.C. EDGE OF?AVEMEN� - "-"� s STA 38+00.00 13.03' Ar o` BEGIN PAV'T TRANSITION - END PAV T TRANSITION - �E �1 zp CONSTRUCTION NOTES C P \ - a j O1 CENTER OF CURB RIIINP�L PAC£ OF O STA 36+19.87, 33' LT + --` - - -- •�•_.er:. 5 —sr---r -- Ikkkk''0JJ�� CURB - STA. 32+15.35, 39' CT END CEMENT CONC. CURB do CUTTER — �- --_ Z FOR CURB RAMP DETAILS, SEE DWG MATCH NEW CONSTRUCTION (BY W RHT-OF-WAY \ ; vow na,� ;� w 1 1 C11, DETAIL C (TYP.). OTHERS). eu� Ir Z� N J91 YJ C 1 E"IQ O CENTER OF CURB RAMP AT FACE OF O7 STA 36+Z9.30, 33` RT a �\ns,eas�e + d ""�--- CURB - STA_32+81.88. 39' LT END CEMENT CONC. CURB & GUTTER ---- xic CD OMATCH NEW CONSTRUCTK)N (BY _ 242304-0115 _ STA. 36+00.00 33.00' RT U 3 CENTER OF CURB RAMP-AT FACE OF OTHERS).— CURB - THE BOEING CO. BEGIN CURB h GUTTER � CURB - STA. 36+39.26. 39' LT" - _ d roe ` 4 STA 31+95.75, 33' LT O REMOVE CFWN"t]MK FENCE WITHIN b 1 • -1-;—O LIMITS OF RIGHT-OF_yIAY _"�_ �`K r HORIZONTAL CURVE DATA 1�� s>a+ATUREs � END CEMENT CONIC. CURB R GUTTER �, 11� j AND SlAV• ; '? - MATCH NEW CONSTRUCTION (BY O9 STA 36+40.73, 40,6V LT_ ._ -_ _. _.__- :,� REFER TO OFAGRf •-rt- OTHERS). ENO SIDEWALK. P.I. STATION NORTHING EASTING DELTA RADIUS LENGTH • 35+87.88 71.509.67 54.078.26 06'01'38' 5,000.00 525.97' DOCUMENTS DATE6- �- OS STA 33+01.29. 33' LT 10 REMOVE AND RESET EXISTING GATE ANO DECEUKR t"? BEGIN CEMENT CONIC. CURB & GUTTER CONSTRUCTION FENCE. 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L 4 L 4 L 9 L Z 1 �, ?rru Y �.i r - T N• t t 1 . 1 t ?4 t�+a A � ' IrE • p \ 1F 1 '� r� �J '`'" F \\_ `-� BEGIN t/4 PT 1/2 PT 3/4 PT END \ w 3 \ �\ G `� \ e xr Ov Fra e .�` \ A. 4 t 44+ + 44+ 4. w J \ \ e E- .19 L 11 L 4 L L x w \� p ' � �s ` 9 J rov � ELEVATION* 1 .41 1 1 19.40 ~ L` Q \ \ \ +"P� l �-'GUTTER ELEV. A FACE CD CURBcl- 'o r Y C � .0 r ram) -� �' - • g z 1� 2 j N Q Fcats _ _ g Q R Z } Q �- - R 6.5' Sf0E1W1LK - LLJ - p y e 1 { 3 RB RAMP W ;_�_� h rE s� �� \ _-`y caw r PI STA. 46+21.61 MONUMENT}-CASE do COVER 46+00 -� SAVE W� 1 P T z Qa 1 J FACE OF CURB I \ 1 1 6 ` `\ 6.5' SIDEWALK r � �# �a.a. 1 P� r E ...3 + fsY�`.Is'wax,ucs['rv.) '4 1 - afr Dom* ^ t 1 - T-OF- , _..sacs ' AV-�15 JZ ` \ a•><a .aoo � . , \ wv s ..�1 �t 241304-022 /I I ;s,rjldD t aCS M 1 { r NSTRUCTION N TA I THEir INc CO. s, b } MODULAR BLOCK WALL 'C' �j \ j '1 °_ ; •{- 1 P. Ctl�B� O CENTER OF AT-FACE OF 6 i I 7 SEE DETAILS, � a ANO K. \ CURB - ST ,4�' ' LT f - i��►�� \ w \ �~� P �'REMOVaS � FOR CURB ;�SEf r 1 /� I a _ - c- ✓.uN: +,6, /'f' T ` FOR / �\ c t t, oEraL e c wit! SK04MA s �� r \ SEA'01MG �: . .wc- _� e!6, f AND sEAcs 1 ! \ �CENTER''QFi RAMP `F �-.O SEE �/ / e : a' i 1 ` REFER TO ORIGINAL - CURB - S 44+ FUu-S12E CONTRACT \\ HORIZONTAL CURVE DATA/ Q' Aow w' FOR'pETaLs, SSE 1 O7 REMOVE BIRD POST DOCUMENTS DATED r .� \\. , ��oEtt►IeER ��'- ! 4 i4\ (TYP.). 4� do RELOCA _ BY-THE- P L ST T NORTHING EASTING DELTA 1 foa a row sn �.S� \ 4 REAAOVE �Aop \ ENGMEER.--- r •------ a.„M,,, ;�, rsv '� 46+21.6 72,538.74 54,18t.29 09'S6'S8' 1,750.00' � / , � (LOCATIOMATE) -.:___�'�e��' --- r .__ / i %� ,r !r'. i, ! ? i �•, ... .... ....... ....... ....... ..... ... .. ....... .. ... ....... .... ....... ....... ....... ...... ....... ....... ....... ....... ....... ....... ...... ....... ... g4. .. ....... .... .. .. .. ....... ....... ....... ....... ....... ....... ....... ....... ....... 0 W .+ N 0 , ................: ....... ...... ....... ....... ..... ....... ....... ....... ....... ....... ....... ....... 0. 0 .........:.24.....:.........:.........:. ........ ....... ....... °�uVAI LT W N J W •I a i I' •CONNCCYiONS.. :2Q. ....... .1�... ...-.. '-:.—. ..�. ".. •-- •� _—3.'r — — — -� �' :P.S.E. PROP. 6�R WE C.A — o 80EINGI P�1. E'. IRR .. EINC PROPf'•'� � P.S.E. PROP. 6• YPE CA 0 6rr SLEEVE I•�-� I I I p �48• DIP VERT :.1 4......:................ .. ........ — ' .. ' CAL r�� BOEMIG T :. BOE NG PROP. ELEC. :. J. DUCTBANK ':' ....... .. PUMP VAULS \\l' BOEINC PROP. ELEC. DUCTBANK:A DUCTBANK:B �' •72 METRO.SS 5 — B DUNG. PROP.: �\ \ DOEING NK A I f��TO; SHOW ONLY) f\\� (OP0 WET;N ONLY) COMM; DUCTBANK; : BOEING PROP.•EEEC. BOEINC PROP ELEC DUCTB►NK B .� .— — — _.—...... .— y — y — — . �4 N-0 o� \ ..p \ 4f1 "�:n p� ...�.. ..^� ..gym. + �:.....^.:�I .-r. n ... ..:0........:�......... ......... .......:n h ol.m S$ c�.. n� J $ ^. n.N o .. r,,.�n g:_ 1.,n � ....... .n h:m/ ,o: 4)�01.. �N— N ^;f~V aj �-:(cif z 4 44 4 + \ 4 4 44� 44�4 444 4 4 f 4 4 f 4 47+ 47� %YATIR 1•.20' �►® CITY OF PHASE A AE - S WA 27 HE S.WTO S.W. 16TH ST. iIEa 1997 RENTON 6" h L DATUM PLAN AND PROFILE � Pk7nnin Building/PuDY C8Qc Works Dept. CU N0. REV,SiON BY DATE. APPR Au,®,ea, Creyq Zimmerman P.E., Administrotor STA. 47+80 TO STA. 53+70 rw 1S 98 .........:N.......�........ .. �........�........: o g$ �� 1 \ f 1 24.800 I IF r�i w 3 \ � 6= r OD 17.83: > �Y tA, f a - p z+.9z> ........ ....... .. r .... ....... ....... ,� m oLIN 17.93 BEGI" BRIDGEcnc y / To F f� 17.57 mOi 1 I 7.33 ................... ....... 0 0 N v ... rn -p \ I 7 Z \ \ w + 24.t94 rmc Sty (n r^ f \ 41 r i t v1 O D \ N ,tn 17.02 -, \ L.r It • ND•BRIDGE 17.18 A.4.+...,. g4 I \ �3.560........ L... N� t \ •Z 18.47. f, 22.i4g•• - � i I 1 � 18.88:.........:.........:.......L.:.........:... + • ('l 18 71: y + 21.749........ j t G I ` I . OD �9-g................... .......L.� .....P"AM,St+'05........ Ln PVRCE: 21.03 : �... ...... ... to 0 fl i CNf �� + _ i { I '10.597; �} i �� m z z FOE � 1 I I t r Pj LA I PVI STA. 51+70 �' j II ( ♦r t ELEV.:19.08 w1 ,, a C / Ln 7t (( o 18.00• 0 ........ .... ►� ` vt { r + z f r` ` . iin 71 i 8.3a7:....... .... :• rn X 48'0 CB TYPE.2 RIM ELEV.-14.38 i.E; (OUT) N 9.75 EVCS: '.i2+35 + 17.62 i � ' 4�Ei i8;11.... ....... =c` >•4, rf rn 17.71'....... .:I'...�' ?1-: tH S TR' E� 34.3 t 1Y u --- _ 00+ - - -- __ 17.734: I :� _.r._ .c, .r� 00 17 37: C�� X- 54*ceIr 3T�q ; 5"» � 1 �� ---- O D + 17.434 ........ u. C . ... ....... -_ _ _ .•_ """3=_st. Z N C +�aoo Y � O Q x 1 16,93' .� .... t.... �. ..... n,zOI Yr �y; Vet /R ii�.�t VD O vZi w T b t• 1 /j �Ou; Yyy1 , t G 16.36 a1 , j W M +.... ....... ....... .... ... ....... ....... O .,„a 4 m ,t 1 / ( vf4• fi + +: CIA Z U ,� .,m., r�'1 �t `� •i t1 h X r �" rn 15.76' ........., s:h^rA r�nn:QR� LK aw r C tttt++++�ffff 10 } 1 � m t) l gg � : + trr o m C�c� 00 ................................. $............ uwr v t , a•( r:AM -1 i5..t, .. i k1. wl o ;rI o \ Irc,.,N OAKESDALE AVE. _ DWG No. SIN EXTENSION—PHASE to SEC. 24, T.23N., R.4 E., W.M. C9, sw 16TH ST. SHEET NW' SE' NE` sE` INTERSECTION DETAILS 16 of 96 _ I N T + 4 7 T t ZOO I ! 1 AL U U 1 1 MATCH EXISTING 1 LIMIT Of OVERLAY CONSTRUCTION NOTES 1 ■ X N J I I 1 J34040-035 I; 1 DETAIL. THIS YSHEET.11 " 334040-035 w W 1 t 1 STA 53+24.17 30.50' RT N N O 5 i1 N U U O RUN OUT OAKESDALE SUPERELEVATION THROUGH INTERSECTION AS SHOWN IN SUPERELEVATION -" DIAGRAM, DWG C t,. ;fit 2 cD O j } v Y j, PATCH EXISTING __ -___-.-{ = 2 Z � � ,� c Z ~ t i' STA. 52+73.73 55.63' RT O FOR STANDARD CURB RAMP DETAILS, SEE W n U ' ( mui ` 3 �\ STANDARD PLAN F005.1. cv 3 w tl { 't' ' '1 ! \ SEE DET"IUI, THIS SHEET O3 REMOVE EXISTING ASPHALT CONCRETE 3 Ln cy- r,� , ,t , E JN w j I �� , 1 T N TI WALK U 22.50. t !` h �' 't p ;� CONS7.MPEASEMENT O REMOVE BEAMGUARDRAIL do ANCHOR. Ln I ? j SEE DETAIL, THI$ SHEET. /L r ^� X s ETAPORA MENT OS REMOVE EXISTING ASPHALT CONCRETE p N Y s _K,. — — — —CEIiL CONC. w►MP, A PAVEMENT. _ il ---*-T---- �11 O SEE DETAIL, DWG SG10. STA. 1 1+02.07 4L O REMOVE EXISTING BOLLARDS. EXItTRNAGMP, 21. LT ----___ _ _ ._ _._.____ _ 9+00 .- O8 CENTER OF CURB RAMP AT FACE OF CURB - STA- 52+08.68. 43.84' RT _ CENTER OF CURB RAMP AT FACE OF _ -H ;1 16TH STA. 1 1+1 1.58 3 L 21.00' RT CURB - STA. 52+26.07, 4 .65' T >-z Y - J t -� < T - _ do GUTTER10 CENTER OF CURB RAMP ATFACEOF F Gz7 a o — ,. - CURB - STA. 52+72.17. 57.53' RT FOR CURB RAMP DETAIL, SEE DWG E n Cl t, DETAIL C. CENTER OF CURB RAMP AT FACE OF E LZa ( `ti �I e e-+ CURB - STA. 52+98.23. 42.06' LT i yI �°^ OW TAKE ` ° w 1 ' 4 7 �f 4' R 12 16TH STA. 10+96.07. 21.00' LT 6 P URB RAMP W BEGIN CONC. SIDEWALK, CURB & a 1 I P g IN 2 j'.`---- GUTTER. { i STD. .URB N t �33'..TCE RAD. CURB RETURN DATA { 2 ALT OAKESDALE AVE SW STA. 52+55.64 16TH ST STA. 9+97.52 MONUMENT CASE & COVER BEGIN 1/4 PT 1/2 PT 3/4 PT END N. •U"M ► ' r 1 E. 34?l7.7! OAKESD A. 1+ L +1 .L 4 + L +,1.L +29.50- L1 RIGHT-OF-WAY A ION XI , RIGHT-OF-WAY . BEGIN 1/4 PT 1/2 PT 3/4 PT END v w f Pi STA. 51+71.44 - - + 4 � yyyl ( ' w MONUMENT, CASE A COVER 4 .4 L N t n z 2H A 1 N I •• •• •• 17.49 1' j dio N pp TEMPORARY -GLITTER ELEV. AT FACE Of CURB 117" I1 I11` 1 6� I 0 1O CONST. EASEMENT —ELEVATIONS TO BE INTERPOLATED IN FIELD 242304 `r , >_2 -022 134040-034 THE 80E� CO. i 1 j r .QENAROYA, INC. SCALE FEET FOR CONTINUATION OF OAKESDALE AVE SW, SEE SHEET C8. `0 0 50 1 DO 150 LIMIT OF ACP REMOVAL VARIES 1' m 2" ACP 25' LIMIT OF OVERLAY 6.5 MIN. OVERLAY TRANSITION MATCH EXISTING a (CLASS A) X 15' W GRIND t 2x v EXISTING / PAVEMENT EXIST. PAV'T Z / 4' THICK, EXCEPT AS N TACK COAT SHOWN IN PLAN MATCH EXIST. ELEV. p GRIND EXISTING PAVEMENT STD. CURB k GUTTER FOR �♦ 0 A DEPTH OF 0.12'. %.TL.ESf AM SEALS. ; ,NOTE: GRAVEL BORROW FILL FOR REFER To MOrw. SIDEWALK AS REQUIRED. ; E DIACTDATED , OVERLAY TRANSITION DETAIL SW 16TH SIDEWALK, CURB & GUTTER DETAIL _197•' NITS NTS EM o OAKESDALE AVE. SIN EXTENSION-PHASE 1A DWG No. C10 SW 27TH ST. SHEET INTERSECTION DETAILS 17 of 96 + FOR CONTINUATION OF OAKESDALE AVE SW SEE SHEET C2_ Z= ;� SEC. 25, T.23N., R.4 E., W.M. t Z NW NE4 NE4 NE4 + j w 3 N I RIGHT-OF-WAY X J EDGE OF ; w p PAVEMENT N~ (% m 1 g RIGHT—OF—WAYLJ 'il=I D 2 I� S y + z 252304-001 { CONSTRUCTION NOTES a. w� U � 252304-002 � > .�`+Qf +' CITY OF RENTON a N t3 N THE BOEINC CO. - LLJJ fn Qf _- - + / + q wo rn Ot CENTER OF CURB RAMP AT FACE OF 81 Z_ SIDEWALK TRANSITION + M CURB — STA. 15+41.43 18.54' RT J + w �-- -- ---- - � � Y 4 ENT F C RB P AT FACE OF / 6.5' TO EXIST. WIDTH O o \._._�/ Y Q - } 2 CURB R STA.Ut 5+39 84. 45.91' LT p w ASPHALT CONC. RAMP A — — — --.— -- — — —— — — - -- �— ''-- — -- -- — -- — -- — — - FOR DETAILS, SEE STD. PLAN F005.1. In C11 I - - _ ALONG FULL MATCH LENGTHOfNSAWCUTATION _.N yt� 7 (� 4O RELOCATE METAL GATE AS DIRECTED BY THE ENGINEER. 6.5' SIDEWALK � O RELOCATE CHAIN LINK FENCE TO R/W AND 4.4 ,' `SAWCUT PAVEMENT Z ORCASND DIREECT CTED XBYTTHE ENGINEER.. FENCE AS OWN { 1 N MATCH EXIST. Y — 4v i�E 2 +. } 2 + SIDEWALK ALONG BACK OF 8 IDEWALK O RELOCATE (5) CONCRETE BLOCKS AS SHOWN E 9+00 !� N EXIST. CURB A GUTTER OR AS DIRECTED BY THE ENGINEER. >_z ow Ilj COMMERCIAL (10� TH.) SIDEWALK 12+00 SEE DETAIL, THIS SHEET. t}+00 [�+W pa ��i — 10+00 $ &W 27TH ST 11+00 O REMOVE 6't CURB do GUTTER. S84l 'E 7 I — — F — �.�...•.�...s.r..: l ----- o E ✓. f, S88'24'17'E N .4',:c i -" __ 7T T 1 + 4 4 T 27TH T 1 +74, 7 T O 27TH STA. 1}+08.25. 40.6t LT �E _— �' i ca:"fa °`A'T4c•' BEGIN CEMENT CONC. SIDEWALK ---- BEGIN SIDEWALK TRANSITION END CEMENT CONC. SIDEWALK. Elf r es]t I r.rwxirza.r 71 aU i - 11' u T co� _33 El N 84 ) 1GL fltV /7!) OAKESDALE AVE SW STA. 15+0 .0 + W H $ A. 18A.84 ( �'� T MONUM NT, CASE At C N. 69.420.90 E. 54,078.29 ocks 252304-002 �\ 252304-001 THE BOEING CO. \ CITY OF RENTON \Y s � ' E SW NE ---- - SE NE } - a a a 6.5' ASPHALT SIDEWALK 1' 0 1' 6.5' SIDEWALK 0.5' m 1 2% EXIST. CURB A GUTTER TYPE A TRAFFIC CURB 4' THICK PER STD. PLAN F003 _ 1 1% EXIST. PAV'T • :T 4" THICK, EXCEPT AS � SHOWN IN PLAN ' J o COMPACTED EARTH OR GRAVEL BORROW FILL FOR *NOTE: GRAVEL BORROW FILL FOR r SCPATURES SIDEWALK AS REQUIRED. r NO SEALS • 2" ACP, CLASS A 'NOTE: GRAVEL BORROW FILL FOR REFER To OMGftNL 6' ACP, CLASS E SIDEWALK AS REQUIRED. FULL-SQE CONTRACT SW 27TH CEMENT CONC. SIDEWALK DETAIL 4' CSTC '°0�"T5 a�0eE i oECEnR Ul»T, SCALE FEET NOT TO SCALE B SECTION ��••�� (TYP.) NTS 0 0 50 100 150 z WG $ o OAKESDALE AVE. SW EXTENSION-PHASE IA 0C 1 1 MISCELLANEOUS DETAILS & SHEET SUPERELEVATION DIAGRAM 18 OF 96 N OAKESDALE AVENUE SW SUPERELEVATION DIAGRAM z o , N p p ~3 O g OO O+ 10 y w. x N J C 7 O 00 'n V •�•d1 4 w Q Q N N n N ! 3 z a '�� 3 O O O 4% - ---- - - -- + + + + RIGHT EDGE OF + N �_^ 4% _ (n F Z _�- -- - _ - T 3X -- -- I PAVEMENT 4X Ix,I yY �x r a S 2X -�_ L_—_--� A g I �- LEFT EDGE OF PAVEMENT - o S 2X �" l 4 f'tiN: X'� •i R3 w J N W W -ZX AND RT -2X r ✓h 4' er f Q RlGHT EDGE OF PAVEMENTr `--"�- +� p I U tl LEFT AND;FbGHT EDGE OF PAVE T EDP ; - • y c: w Q N -4X -- ---- -1.__�. -i.-_ ---- PAVEMENT 4X - - N N O 4 I EFT EDGE OF' 3 4% LJ Q p p p p' p p p p C)N 8 8 8 O O 8 O O co 8 O 8 O S N O S 8 g: O 1 x"i+�•}"`".'a+ n r , Q I+. + + + a i n + ,Qj c + + n n a+D rn n + + k++ n N vS.ti i f va +t4 a n °r4 M1 Y ♦ ♦ + a v e + If + Ir1 n n+ n ' 4r3 � . .t4 4 �. PREMOLDED +kF': 0 Z E JONTFILLER a , k r r sq (TYP•) NOTE: CONSTRUCT CURB TO BE INTEGRAL WITH STD. Z a W 6.5' SIDEWALK 5 r x F ()W! a o 6" APPROACH SLAB AS SHOWN. �;{• 1 rr�y�i aL+? U^ PO 2% \ a mEo VARIES s �. sx t'�• #1¢ STD. BRIDGE APPROACH SLAB W/ 40' SKEW. SEE STD. PLAN A003 fi IN SPECIAL PROVISIONS. s• CPF '`• BRIDGE APPROACH SLAB DETAIL B . O 4 Hl 10' yy $ A {;Y �• A� tf��S END SIDEWALK 6'-0� MIN. 4 CEMENT CONCRETE MATCH EXISTING OR iiie w?x a OR ASPHALT SIDEWALK PROPOSED SURFACE R �� 0 •� 12:1 SLOPE IN CURB } AND RAMP �,1 ASPHALT CONCRETE 5 - PER STD. PLAN F005.1 '�+� y, .• �%�i:J %Y�z�?k� > �►l� FOR ALT. CURB RAMP ' . ' q0 12.1 SLOPE IN Y u m E� SIDEWALK do CURB SECTION A—A CURB & GUTTER BEYOND PC OF CURB RETURN MAY BE IN THIS CONTRACT. SEE DWGS C5, C6, C9 FOR CLARIFICATION. - N '�•Y •?f CEMENT CONC. OR ASPHALT CONC. RAMP A CURB RAMP DETAIL C _Z C2, C9, C10 C5, C6, C9" 'r ' FOR •�� sm(AalWIES { AND SEALS. REFER rO ORIOMML FULL-SIZE CONfNACT= ♦ DDCUI�NTS DATED I r DECENI 1"7II ' z z OAKESOALE AVE. SW EXTENSION—PHASE !A DWC NO. C 12 SHEET DRIVEWAY DETAILS 19 of 96 \ x I i i OAKESDALE STA. 26+14,38 s f Z 2 �� \ l -- -� "D1Mr? TA. 1+00.00 O txarr r rszr TT I �� to 3t1-M. V L \ I z f--f ,7s: �. 1 i W N c �Lsin \ / +� OAKESflALE AVE SW g �f�'DENOTES CURB dt CUTTER w � \ 7` NOO'18'36'W END PAVING THIS CON T� �' (� OTHERS) MATCH PAVING BY OTH � w w p �i } \ �N\ 5' (TYP.)— `\ �-"� { ENO jSIbE VALK - --`` RIGHT-OF-WAY I; 1 ' 3 Z= > I \ �• GRAVEL DRIVEWAY A �11 - / I 1'y 1, GIN S10JWALf a, ENO gg _ Q N �� ---- GRAVEL U ` _Z GUI R' E w 3 RIGHT—OF—"�" \ - - _- - - \, DRIVEWAY -- PIA Q -.- to n N� ----- W� \ , fi Q X_ RIGHT-OF-WAY ` t_ 0 } OW _ 30' CEMENT CONC. OAKC-9DALE AVE SW. -�- 33+00 COMMERCIAL DRIVEWAY 1c t 32+00 OAKESDALE STA. 26+00.23 APPROACH PER STD. 'DW-I* STA. 1+00.00 - 90" PLAN F006. \i — -r-•}- N00 t8'361N o° $ t AVE S.W. 00 1 `�'. AKESDAL STA. 32+48.39 p ;.Y NW 18 361N rt i-z aw PLAN PLAN PLAN F-w a ATE r „ 1 DRIVEWAY DW-1 2 DRIVEWAY DW-2 DRIVEWAY DW-3 Q ) a� C4 C4 CS < F " 10' VC PVI STA 1+38 OAKESOALE n PVI ELEV - 17.936 n o A.D. - -2.00 +^ ±00 K . 5.00 _ PVI STA - t+12 PVI ELEV U M�p A.D. _ -616.675 t.00 PVI ELEV = 17.410 N W S w ¢ m °1 '•i g ALE K - 1.67 A.D.=3.300 t 0' OAKESDALE PVI STA = t+43 - _. 10' VC PVI ELEV - 14.195 A.D. 6.50 I , K 4.62 $ <�o f ^ n 120 20 + n ^ 30. _ j 120 Is if S ! t STA 1+4 .00 CliW - N ° i v 1 j END GRAVEL DR AY n 1 APPROX. GRADE _2.007G g MAINTAIN LOW PT. MATCH VISTING �+ ± ri Y OTHERS) Y' EXISTING CATCH BASIN -- j' + h I j 7iirriii77iiTT/ 16 16 GYj - _ 1-- - STA 1+45.00 - ._.. '.� 16 END ASPHALT CON;. MATCH NEW CO TION ? _, (BY OTHERS). - I r 1 _._.__._-.-t ---E)t--�112"� t7C. T2"i1-.. - --._.•--- ---- _ - — -- PAVINGN I 1 + STA 1+64.00 BY OTHERS) THIS C PA ONTRACT REVERSE SLOPE DRIVEWAY •v H AS1$#OWN. END GRAVEL DRIVEWAY + ' - �. -?— 12 - ---; MATCH EXISTING + 0 In Z � I n rnrn n n �I to Ad o ncv co -ID vi,o e,40 .i ri rj rj r` ,ri In aD 06 ,ri� FOR *1♦�ri _n 0� i SK7MTlMiS .- � wD A SEALS.2+00 1+60 1+20 1+20 1+60 2+00 2+00 t+60 t+20 TO OMCPW Ftu-SIZE CartaNCT ♦ azaluEl+rs DATED PROFILE PROFILE PROFILE SCALE FEET 0 20 0 20 40 z NOTE: 10:1 VERTICAL EXAGGERATION a OAKESDALE AVE. SW EXTENSION—PHASE 1A DING NO. R C13 1 j SHEET t � I —� --r�-----t------ - —� DRIVEWAY DETAILS 20 of 96 N(D - I I } DENOTES CURB & CUTTER I— Z (BY OTHERS) OAKMALE AVE S "'P•,,. I jl w4 ' ALE STA. 36+78.12 j O - EN4 I It PAVING THI T N~ Lil I I y 11 CH PAVING OTHERS), - 'D Ti+ + � j� BEGIN 51DEWALK J __ w N / MATCH SIDEWALK \. _x� x� I- I T Y ` t 2 / BY OTHERS . ` z,_ Q N R �� 1 ' (BY OTHERS) n 3 �\ & GUTTER I 110 Q N j / \ IN R ' CEMENT C. COMM. C� W 3 Z - �� t do GUTTER DRIVEWAY APPROACH.; } RIGHT-OF-WAY BEG14 SIDEWALK• Q N END CURB o E IN C R RIGHT-OF—WAY/ ! STD. PLAA F�6. 4 U ec GU ER 1 MATCF? SIDEWALK // Y g -��_ OAKESDALE STA. 36+78.62 DENOTES CURB do GUTTER - �- (BY OTHERS). <La 36+00 "' 'DW-4' STA. i r (BY OTHERS) ' I y END PAVING, THIS C NTRACT ; Q — 37+00— __-- =— � I }� -', { MATCH PAVING',BY THERS . f, 00 a �— OAIC� AVE B.W. /� _ i j; 4 / I� OAKESDALE STA. 38+06.23 j }1tI \ / 'DW-6' STA. 1+00.00 36* AIC�9DALE AXE.&W. - O E-� E-z F'W aw PLAN PLAN PLAN a'a U� P` a� _o �E 4 DRIVEWAY ( ) 5 DRIVEWAY DW-5 g DRIVEWAY DW-6 DW-4 C6 C6 C6 e� 3� t� ¢ OAKESOALE O OAKESOALE AKESDALE + N n + 1 --+ m — END ASPHALT CONC. 24 io NOTE: ADJUST APPROACH GRADE AS NEEDED TO I MATCH NEW CONSTRUCTION (BY OTHERS) i > r 120 20 - N N ' MATCH NEW CONSTRUCTION i 3 --- -i-- w (BY OTHERS) -- -- i+ r 50 N s v� 1 J Q ~ j f W i \\�� ND DRIVEWAY APPROACHON MATCH NEW CONSTRUCTI }--`---j -- ---• _ .007� - -- J _ _ \\ — — I (BY OTHERS) 1. 20 � APPROX GRADE BY OTHERS) TA, 1+45.00 _1 > END ASPHALT CONC. ?- 16 16 m MATCH NEW CONSTRUCTION (BY OTHERS) BY OTHERS APP X BY OTHERS x PAVIN PAVINGPAV1N PAVING �. PAVIN PAVIN _ __ t6 BY OTHERS THiS CONTRACT THIS CONTRACT BY OTHERS 1 WITHERS) THIS CONTRACT v + + j t�O n O �O N OYi /yN h N EO g iG 0 10 N � ifl T W ♦ Y b O :►80 UO w t0 N N n N z 00 r46 � n aD a0 a0 OD OD n^ t0 n l FOR �♦ f SOMTURES { AND SEAS. 2+00 1+60 1+20 1+20 1+60 ---2+00 2+00 1+60 1+20 1 REFER To ORiGrak FUl1-sm CONTRACT{ oocuiEMTs Nam { PROFILE PROFILE PROFILE SCALE FEET �oEareER �9� 0 20 0 20 40 Z NOTE: 10:1 VERTICAL EXAGGERATION v a OAKESDALE AVE. SW EXTENSION—PHASE 1A DWG NO.0 1 4 SHEET DRIVEWAY DETAILS 21 OF 96 STA. 2+68.69 20.00' LT N N N END SIDEWALK f5 MATCH EXISTING Z= Z I \ "' ` \� ` 1 �; ` ~ STA. 2+65.37 N A HAL CONC, ROADWAY I-In 3 ` PAVT, MATCH EXISTING LAJ F- ! O i \ STA 2+59.47 14.13' RT S• N~ W STA. 1+ 3 a+ END CURB & GUTTER w In BEGIN/END SIDEWALK, 11' LT/Rt % ` MATCH EXISTING � � z_ MATCH EXISTING OTHERS) CURB do GUTTER \ \\ 1 ►• W^ 3 ENO PAVING, THIS CONTRACT (BY. . CURVE DATA Q N > MATCH PAVING (BY OTHERS). Y ! R 50' \— w 3 A . 51'58'22' — r--- a N N o ^ T . 2�7, Q � (4^ R ;NT-OF-WAY \ coY -Of- AY OTE: WARP-PA_I MU TCM `s- 4' CSTC EXIST.' „a-AOw _ BEGfAL.510EWAtft - " i�RAVEL 6�2ROW • .008 04. Do • o..e 6.5' SIDEWALK _ / -� "��"j{ -K - I .�o;�°.�OFIL e ; 6.5' SIDEWALK 6S' SIDEWALK oa f COMPACTED STA, 1-pg/ •, 8 € ANGLE PT. SUBGRADE Z „ z OAKESDALE STA. 40+97.34 . 1 TA 1+4 t 3� -i^, 90' 'DW-7' STA. 1+00.00 /� I OAKESOALE STA. 44+33.08 i sl - 40+Q0y a +._ _ +�^..--�.►.. I �t ANGLE P90 'OW-8" STA. 1+00.00 T (� z i i GRAVEL DRIVEWAY E"W n a N05'43'02'E / i 45+00 f — I— 44+00 OAKEB�ALF AVE SW. ` �, C1 € - - OAKMALE AVr &W. -- - I I-- — E "— 6 N05'43'02'E • " �� PLAN PLAN a� 1 DRIVEWAY DW-7) g DRIVEWAY DW-8 o c6 C7 F OAKESDALE PVI STA = 1+43 OAKESDALE PVI ELEV = 18.86 PVI STA = 2+24 A.D. - -3.57 24 PVI ELEV = 17.05 K 5 60 24 PVI STA - 1+65.50 i i A.D. = 3.24 20' VC PVI ELEV - 16.87 p%R ST� 1+371 K 12.34 A.D. _ -2.50 m E •. 16.02 i K - 8.00 AQ In- 4Q._..________ 4O• --- 1 - +m ,l ^ I LEGEND 1' g' 24' 1.5' a 20' .VC 4 I + + m tt>Q K 4.00 °0 D 2' ACP CL. A 12' 12' d 20' VC 1 ♦ m o i vi �w� v W 02 6' ACP CL. E R N + O a Sri^ o! 0 N n N n N 20 N - t N _- 1--_ � 20 03 4' CSTC 2X 6 27G 1 + +�°+,o + N t%1 Vj © GRAVEL BORROW '5- W +^ STA. 2+65.37- _ _ a v ,:i „ END ASPHALT CONC. 1.33x -- 5 4' SIDEWALK STA. 1+89.32 Z, a '; vi i:i MATCH EXISTING _2.24X ® CEMENT CONC. END ASPHALT CONC. � � � __--.� _ '` CURB A GUTTER 3 2 EXISTIN m MATCH EXISTING 1. X GRADE 16 ---- --- - - - - - - 16 PA SECTION VT PAVIN THIS CONTRACT THIS CONTRACT) NTS C1 m m rn m 8No n 0 0 V n nh n m O! O rn O m O N m �n 7 o �....� N N • v m 6 6 o m m ' FOR — — — — ^ �♦ / SIpAATURES AM SEALS. 2+00 1+60 1+20 2+40 2+00 1+60 1+20 ` �- � REFER TO ORIGINAL � FULL-SIZE CONTRACT DATE PROFILE PROFILE IN7 , DECE116ER ts.7 SCALE FEET ��-•••�� 0 20 0 20 40 ` NOTE: 10:1 VERTICAL EXAGGERATION 11111TM OAKESDALE AVE. SW EXTENSION-PHASE IA Owc NO. C 15 DRIVEWAY NOTES SHEET 22 OF 96 Ln z= In z x N w0 DRIVEWAY NOTES w 3 ~ l8 N N Z w $8 ggal9 w n 3 N r A, ti Ln o -oz 4- 4- <C w d a 20 v a Ir Lz+Z Y DESCRIPTION o REFERENCE STATION J J J o o o Z �W U^ Pa sE DW-1 26+00.23 LT 20 - 42 1 - 1 - 2 - - DW-2 26+14.38 RT 20 - 64 - 6 34 28 - - DW-3 32+48.39 LT - - 45 - 3 29 19 11 32 DRIVEWAY SURFACING BEYOND RIGHT-OF-WAY TO BE DONE BY OTHERS yl € DW-4 36+78.62 LT - - 45 - 29 - 21 12 35 DRIVEWAY SURFACING BEYOND RIGHT-OF-WAY TO BE DONE BY OTHERS ai DW-5 36+78.12 RT - - 45 - 15 - 19 11 31 DRIVEWAY SURFACING BEYOND RIGHT-OF-WAY TO BE DONE BY OTHERS DW-6 38+06.23 LT 32 - 45 - - - I - - - CONSTRUCT APPROACH ONLY. p W TO BE CONSTRUCTED BY OTHERS. e DW-7 40+97.34 LT - 22 45 ACP 72 - 1 22 12 36 DRIVEWAY SURFACING BEYOND RIGHT-OF-WAY TO BE DONE BY OTHERS fc DW-8 44+33.08 LT - 24 45 ACPI 56 380 89 49 147 DRIVEWAY SURFACING BY THIS CONTRACT PROJECT TOTALS 178214431200 95 281 a n i a to 0 / LONnTU1tE5 / AND SEALS. REiER TO oR1tlNK ` nu-SZE 000LOA NTS OPTED / �DECEMKR 1997 O Z 7. L OAKESDAL E AVE. S.W. EXTENSION-PHASE fA DSG10WALL LOCATION PLAN SHEE T FWALL NOTES of 23 96 OR SHALL RESTORE VEGETATION IN THIS Z + EXISTING INF L FENTAL WITH GRADING. TEMPORARILY STRUCTURE END AL_L AAND REPLANT AT FINISH GRADE OR REPLACEcn co TREES,SHRUBS AND GROUNDCOVER THIS Z 'BEGIN WALL A AL 4 4 SAME SIZE/SPECIES/LOCATION. w Z A .00STA 43 1 (44.70' ) ';• —g � 61(44. 0'L p d X aw N pJ ----F W U I (.n L w(n F oZ ~ 6 Qn O N - N'� 1.�` N3 OAKESDALE.... 42.00 43.00 c 44,p0� _ �OAKESDALE AVE S.W. I '00 O cavil 46.00 Q' E-• 0- 4 7 tlj a i 00 y 1 - a ___ z — -- r~ r 1 - BEGIN WALL C o W _ C 0.00.00, PLAN S a 44•a .a (4 . A 0 3aj r�y WALL NOTES GENERAL NOTES 1. STATION/OFFSET LOCATIONS AND WALL RADIIARE MEASURED TO THE FRONT i. WHERE REMOVAL OF EXISTING RETAINING WALL IS SHOWN ON THE FACE OF WALL AT THE TOP OF THE WALL. PLANS, THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE SPECIAL PROVISIONS. W a m 2. ALL WALL LAYOUTS ASSUME THE FOLLOWING MODULAR BLOCK UNIT DIMENSIONS: WIDTH: 18" (ALONG WALL) HEIGHT: 8" DEPTH: 21/" 4 + Q THE ACTUAL BLOCK DIMENSIONS SHALL BE AS REQUIRED BY THE APPROVED E 1 g 'CONSTRUCTION DRAWINGS SUBMITTED BY THE CONTRACTOR. 0 3. JOINTS BETWEEN BLOCK COURSES SHALL BE HORIZONTAL. 4 4, THE FACE OF WALLS SHALL BE BATTERED AT 1H:32V. 0 5. THE WALL ELEVATIONS SHOWN ASSUME THAT A MINIMUM OF 1 FOOT OF WALL WILL BE CONSTRUCTED BELOW THE LOWER OF: 1) FINISH GRADE AT THE FRONT OF WALL OR 2) EXISTING GROUND AT THE FRONT OF WALL. THE ACTUAL m EMBEDMENT DEPTH SHALL BE AS REQUIRED BY THE APPROVED CONSTRUCTION DRAWINGS SUBMITTED BY THE CONTRACTOR. 6. THE ELEVATIONS SHOWN ON THE ELEVATION VIEWS OF THE WALLS WITHOUT RAIL SEATS ARE FOR THE STRUCTURAL PORTION OF THE WALL ONLY, AND DO NOT ACCOUNT FOR THE INSTALLATION OF CAP UNITS. CAP UNITS SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 7. RA)LING SEAT MATERIALS CONCRETE:CONCRETE CLASS 4000 REINF.STEEL:GRADE 60 t N It��.rw.1i1 4 > F OR tt _ 9 J SIGNATURES t AND SEALS. is REFER TO ORIGINAL f. tFULL—SIZE CONTRACT) t DOCUMENTS DATED 1 %DECEMBER 19971� i 2 O. OAKESOALE AVE. S.W. EXTENSION-PHASE IA DING. SG2 " w G 1.37.00 P.I. • CHANNEL GRADING PLAN SHEET T A, •01.99 ((1 a .) WALL LOCATION PLAN 24or96 WAS L G 1.28.86 P.C. T STA 14. 4. 8 (11.00'RT.) 1 MATCH EXIST. F 1® N W N WALL G 1.12.67 P.T .r• "':' WALL G 1• 2.23 t z WALL G 0.69.77 P. - , A t4• (1 T STA. 15.15.90 (18.23'RT.) , k O T STA. 14.33.35 (11.00'RT.) 4 MATCH EXIST.RETAINING WALL I` T STA 14.644:34 w T STA. 14.37.86 (19,97.0.) 5- 3 w a (20.50'RT.) EL.5.67 01 x N d w BEGIN WALL G EL.6.15 w 0- WALL G 0.00.00 • RELOCATED TRAIL O C) T TA 13.6 .47(1L�RT.) w Np121E l £L 4.2 i� LTjD� z vi~ Z O 1 EL. 4.5 55' N r- n- w cn Q F- Epl� (p of $ p0 CONSTRUCT APPROX.8LF e z x ¢ 0R ,a•00 �,' N f OF RA)UNG SEAT AND �� EN_ _D_WI�1L_D PD HANDRaL To ENO OF BRIDGE s >r\ WALL D •46.� • RAILI,G. z R a� -'-j STA_40.68.96 (80.90'tT.) ��NE \N A 1a•89.8a Y (19.00'RT.) STA 52 1 (75' T. !!!! w w Z� 7 � 3 ��- DES ,. 7 STA 14.72.95 EL 5.20 - TA 51.45.52 EL. 5.0 0 p Q C - - � 11 (21.06'R_f g'10•p0 (75.4'LT.) MATCH EXIST. E L ALL E vt =3 EL.5.6 EL.6.01 STA, 5 31.39 (65. LT.) T TA,13.88.3 STA 51.11.35 (73.1'LT.) Yd w (23.406,RT.) EL.6.59 S O a EL. 7.10 OHw EL. 4.0 Ul U1 � WALL D 0 1 P.C.PN- ao EL. 7.57 / i A ST 48.86.83 (58.10'LT.) W C3, a W 3, EC Z rn t/+ O O L r" /O T 'o - REMOVE END OF 10 F- ; ' 00. C _ 1NG SEAT ' g <1 L �N E O L E pp EXIST:RETAINING m W `W Zo RAIL '' STA. 50.34. tO. -L > WALL '� --- -- STA. 50.81.69 (68.61'LT.) ( .38'RT, EL. 7.08 W 1• 1. P 0 BEGIN WALL D r 52.0 ,✓r WALL D 0.00.00 'EL0. STA 51.96.32 .,4. (40.00'LT.) y( g • (40. L :) �" -STF. 50.52.01 157.8`LT) S 85.89 FACE OF BRIDGE OQ EL. 7.47 OAKESDALE d 00 OAKESDALE AVE S.W. 48.00 A8U7MENT- 40-00 51•00 1� END WALL C r •00 W Al4 C_3-24.QQ---- p0 �1? o Z STA 48 17.04 (40.00'R-T.) WALL F 2.20.29 P.R.C.- Q� .] r r L A. 1• P.O.C. (40. )5 x E 9pFS T E- _ I1 IRE� 1 WA&"� 4 ..A Le 7 L END WALL F m STA.47.73.17 (40.0 'RT.) 6 �.' ', q4 WALL F 2.30.25 w o Q I� A t• .05T1.10'RT.) a m /s V� EL.9.0 BEGIN GRADING AT EDGE OF I> p EXIST. PARKING MAX. SLOPE a EXTRUDED CURB SHOULDER WILL BE APPROX.2.5H 1V AT �` O THIS LOCATION. 0 SEE DWG.NO. SG10 i FOR DETAIL } '/'�' STA. 4 •76.23 .C.(40.00 °a MATCH EXIST. ENO 1N L �( C WALLp 1 4 BEGIN WALL F GRADING NOTES w /.- �� T STA, t0.95.00 T STA.11 4i 41(2 83'RT.) -00.00 x ' 0 .12'RT.) STA. 49.69.99 (40.00'RT.) 1. SEE DWG.NO. SG4 FOR PROPOSED CONTOURS. L.9.00 _ 02 9p 2.SEE DWG.NO.SG3 FOR TUNE PROFILE, TYPICAL TRAIL , SECTION AND HORIZONTAL DATA. m W t H Q:84.60 AP A.10.80.00 3.SEE DWG.NO.SG3 FOR SPRINGBROOK CREEK HORIZONTAL DATA T STA. 1 0 ` T ST •55.00 EL.8 00 ) '. EL.'9.0 TA. 49.300 (64.00'RT.) 4.FOR SLOPES SHOWN AS "VARIES", THE T LINE PROFILE, 18.96'RT.) WALL ELEVATIONS,OR GRADE BREAK LINE IN 8.00 CONJUNCTION WITH THE OHW ELEV.OF 4.0 WILL 000 p E�_ -ADJUST EXIST.STORM WATER OUTFACE VALVE. CUT APPROX.8LF CONTROL.MAX. SLOPE SHALL BE 3 1 UNLESS OTHERWISE o NOTED. FROM END OF EXIST. 36" D.I.PIPE AND REINSTALL ELASTOMERIC •10%, ;0.00 /VALVE T-1 RO DAYLIGHT AT END,CONSTRUCT 6'x6'x2'THICK HAND 5.FINISH GRADES ARE TO BE AS SHOWN ON THE PLANS AFTER PLACED RIPRAP APRON AT OUTFALL. CONSTRUCT 2'THICK THE PLACEMENT OF SOIL AMENDMENTS. "HAND-PLACED RIPRAP SLOPE PROTECTION 2'UPSTREAM AND 5' DOWNSTREAM OF EXPOSED PORTION OF OUTFALL PIPE AND r+,...�` w BEGIN WALL H ' t P'f VALVE. NO ROCK SHALL PROJECT MORE THAN 0.5'ABOVE �r FOR +.X e z T S,A.10• PROPOSED FMISHED GRADE. n RES WALL H 0.00.0 ! A14DSIG SEALS. \ r STA 10.00.00 0 (15R UTILITY NOTE + .ND sE.Es. i (9.01'RT.) / +REFER ro oatctNA� WALL H 0.06.11 P C 1. THERE IS AN EXISTING POWER POLE AT THE FRONT OF WALL G. PUGET SOUND %EUI.L-SIZE CONTRACT+ T STA 0.04.93 (12.62'RT.) ENERGY (PSE) WILL RELOCATE THIS POLE. SEE UTILITY SHEETS FOR PROPOSED %DOCUMENTS DATED+ POLE LOCATIONS. 199?t+ � T STA. ,0•02.30 (19.88'RT.) EL. 9.0 TRAIL HORIZONTAL DATA CREEK HORIZONTAL DATA OAKESDALE AVE. S.W. EXTENSION-PHASE 1A DWG.NO. SG3 REF NORTHING EASTING REF NORTHING EASTING NORTHING EASTING SITE DETAILS SHEET 1 P08 10.00.00 72.594.02 54,345.10 Tangent: 8.29' TRAIL PROFILE 25 of 96 Tangent Direction: N 22.57'25" W Tangent Direction N 34.20'00" W Tangent Length: 52.07' Tangent Direction: N 65'02'53'' W Tangent Length: 24.24' PC 668.24.90 72,848.40 54,250.55 N O2 PC 10.52.07 72,641.97 54.324.80 CC 73.017.61 54,498.28 72,641.97 54,255.70 PT 669.96.78 73,009.72 54,198.39 ZO 03 pT 10.67.64 72,655.57 54,317.30 1® PC 13.02.12 72,843.14 54.188.60 Radius: 300.00' " u'1 ca Radius: 75.00' CC 72,879.41 54,205.40 Delta: 32'49'40" Z Delta: 11.53'33" 11 PT 13.41.39 72.873.29 54,165.90 Degree of Curvature 19.05'55" 3 Degree of Curvature 76.23'40' Radius: 40.00' Length: v ' c wi Delta: 56'15'12' Tangent: 88.37' w e/1 J Tangent: 7.81' Degree of Curvature 143.14'22" T LINE p _ Length: 39.27' Tangent Direction: N 1.30'21" W r - Tangent: 21.38' Tangent Length: 120.28' z � Ei Tangent Direction: N 34.50'S8" W 9 to Q CD Tangent Length: 24.91' PI/AP 671.17.06 73,129.96 54,195.23 1'• 8' 1' < w N w OC 9 9 Tangent Direction: N 8.47'42" W - a Z= m Cl- ® PC 10.92.55 72,676,01 54,303.00 Tangent Length: 91.96' Tangent Direction: N .8 21'21" W w CC 72,718.87 54,�64.60 Tangent Length g6.81' .s > W - 0 PT 11.26.87 72,707.62 54,290.40 © PC 14.33.35 72,964.18 54,151.80 672.13.87 73,226.35 54,186.19 y Q ~ Q Radius: 75.00' 73,010.05 54,448.30 z W �i! w 3 Delta: 26.13'09" PT 14.77.89 73,008.54 54,148.30 PROFILE vi Degree of Curvature 76.23'40" Radius: 300.00' 3:1 44t GRADE o Length: 34.32' Delta: 8.30'25" to Tangent: 17.47' Degree of Curvature 19'05'55" Length: 44.54' Yd w Tangent Direction: N 8.37'49" W Tangent; 22.31' 3 f M4Y O Ln Tangent Length: 12.86' Tangent Direction: N 0'17'17" W 4" AC.CLASS A 4" CSTC a Li © PC 11.39.74 72,720.34 54,288.50 Tangent Length: 42.00' O CC 72,715.83 54258.80 8" CSTC GRAVEL BORROW 7 PT 11.53.09 72,732.67 54:283.70 to PC 15.19.89 73,050.53 54,148.10 OR NATIVE Radius: 30.00' CC 73.050.41 54,123.10 NOTE: MATERIAL Delta: 25.30'37" 1© PT 15.39.09 73.067.87 54.141.00 SEE DWG NO. Cl FOR SURVEY CONTROL Degree of Curvature 190'59'09" Radius: 25.00' TYPICAL TRAIL SECTION Length: 13.36' Delta: 44.00'55" L' z Tangent: 6.79' Degree of Curvature 229.10'59" UNDER BRIDGE IT STA. 11.53 TO T STA 12.58 THIS 00 ': Length: 19.21' DIMENSION IS APPROXIMATELY 2'(TO FACE OF ABUTMENT). I- ; Tangent Direction: N 34.08'27" W Tangent: 10.10, >- Z Tangent Length: 108.60' E--L'i a Tangent Direction: N 44.18'12" W U ' 0 PC 12.61.69 72,822.56 54,222.70 Tangent Length: 1.66' CC 72,805.72 54,197.90 t16 POE 15.40.76 73,069.06 54,139.80 O9 PT 12.77.88 72,832.92 54,210.50 Radius: 30 �P Delta: 30*54 54'26" d yl a 3 Degree of Curvature 190.59'09.35" Length: 16,18' Q.- 45 45 r� { 40 >i>?; 4 0 _ r I 1 � maN 35 I 35 CL l: Co 2 5 25 I BRIDG GIRDER TYP.) 0- in 00 a a� V,c.40' 7 4 <W T T w eq 20 alai I� 20 __- o^ > > _a - - -- -. - _ _ XiSTING ROUND - - - - - - 0 �W W 6 a , - - g - - - - 15 15 InIW _ 4_ Lw_.JA - _ _ - a a rn 5.0 . Uj OD _10 �9i PROP SED GR w w W In m00 10 QwLri R ww - o V . 40' �� sICNDTUREsIY O . AND SEALS, V. 4 ' �� 010 O ��+ _ .. . ._ ._ VREFE RT O OR I G I NAL+ W I;of • Q I •IaI #r Ull-SIZE CONTRACT+ O 0 a, TR PRO ILE N - - ♦DOCUMENTS DATED W SCALE: RIZ:t" - 20' D" a �DECEI6ER 7997 ff J J WER 1 i i 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.50 14.00 14.50 15.00 15.41 DWG.NO. ��- OAKESDALE AVE. S.W. EXTENSION-PHASE 1A SG4 SITE CONTOURS PLAN SHEET i T S? ' '4 t2 SCHEDULE A & 6 DEFINITION 26OF96 STA.j38 QT CT.S67 � SCHEDULE B INCLUDES ALL C T n N "STRUCTURE EXCAVATION ` CLASS A INCL.HAUL","SHORING OR EXTRA " O CD EXCAVATION CLASS A" AND "GRAVEL N -- BACKFILL FOR MODULAR BLOCK WALL" AT WALL G \, o I$ x W U d CL !I 3 0 En vi 0 1 61�•00 1 N } F i. w N O m WALL G _ Z= Z`d YY w Li LIJ N6l0•p0 0 0 LLJ o a n c _ w - -- 1 \ o 0 WALL D 669.0 10 z 15 �� —SCHEDULE A INCLUDES "REMOVAL OF EXISTING s - i� / WALL E RETAINING WALL" z W y (4 .1RT W1,•77. E- $s / v, i i - SCHEDULE A INCLUDES 52.00 1 ✓ li 8 "RAILING SEAT" AND r f ./ %, "HANDRAIL' AT WALL E \ ALE1.00 oo OAKESD AVE S.W.SW � 49:00 � �� -00 SCHEDULE B INCLUDES ALL "STRUCTURE EXCAVATION CLASS A INCL HAUL", l "SHORING OR EXTRA EXCAVATION - >( • ASS A". "MODULAR BLOCK WALL" i AND "GRAVEL BACKFILL FOR 1 FOOT RIGHT / / ; MODULAR BLOCK WALL" AT WALL E OF T-LINE / WALL C WALL F o. / T 4 w a m SCHEDULE B INCLUDES�WLl 4 "STRUCTURE EXCAVATION h ALL BRIDGE ITEMS G�ND CLASS A" INCL.HAUL","SHORING `�� / \I INCLUDED IN SCHEDULE A . OR EXTRA EXCAVATIOW CLASS A" AND <' �, �$(��A�.�4��g 5 0 Y i "GRAVEL BACKFILL FOR MOGUL �� 31'�T Y' BLOCK WALL" AT WALL H; T $TA. 48.76.29 0- o T 4 Pal SCHEDULE A INCLUDES ALL w i. i YYY "HAND PLACED RIPRAP" AND "GEOTEXTILE FOR LIMITS OF SCHEDULE B l / x o WALL H �" / n SLOPE STABILIZATION" TA.4 1.00 4 FOR / SIGNATURES AND SEALS. ;REFER TB DR I INAL+ �F ULL-SIZE CUNTRACTf >t DOCUMENTS DATED f 'DECEWER 1997,0 DWG. NO. SPRINGBROOK CREEK OAKESDALE AVE. S.W. EXTENSION-PHASE 1A SG5 WALL E STREAM CROSS SECTIONS SHEET EXISTING ROCKERY 27 of,96 ~ 20 - - - - - - - - - - - - -- - - EXIST.RETAINING EXISTING GROUND 20 ~ 15 -- WALL GRADE BREAK , - - - � - 15 Z FtMSH GRADE // lO o= EXIST. 108" SS Z Z 10 \ C7 e \ $ w 5 - OHW EL.4.0 // — 5 3 0 Lvil / — 0 zI vi~ `n 0 — — r z= o -75 -50 -25 0 25 50 75 W x e >r` v z aN 3 W 670.49 Ln 25 O Q 25 - EXISTING GROUND WALL E d NEW TRAIL WALL G I _ _ _ _ _ _ _ 20 20 I FINISH GRADE -^ 15 - - - - - - - - _ - - - - - _ GRADE BREAK 15 - - _ ' GRADE BREAK li z S 10 EXIST.108" SS _ - \1 10 00 ` 4 5 1-- 3: 5 — / � z 1 _ p 0 -75 -50 -25 0 25 50 75 U 669.76 ii 6! I 30 ' 0 30 I -OAKESDALE AVE S.W./ SPRINGBROOK CREEK BRIDGE 25 25 - I CURTAIN WALL Jill 20 20 15 BRIDGE ABUTMENT, _ - I BRIDGE 10 NEW TRAIL EXIST.GROUND ABUTMENT 10 FINISH GRADE m 5 m 5 H a — p o -75 -50 -25 0 25 50 75 a w 667+96 m 20 20 EXISTING TRAIL WALL H - - - - -- - - - - - - - - - - - - 15 - - - EXIST.GROUND ' ' 15 10 10 5 FINISH GRADE — w EL. 4.0J - 5 + o N 0 �� FOR ~x O / SIGNATURES 1 i z AL-75 -50 -25 0 25 50 75 + ANC sETO IIG L# � BULL-SI IE CON Tq CT ATED tECEMBER DOCUMENTS Oi997, *•�+....+'.ter 665.89 z DWG. NO. OAKESDALE AVE. S.W. EXTENSION-PHASE 1A SG6 20 END M L A WALLS A AND D ELEVATIONS SHEET p -WALL A STA.0•4 .50 28 OF 96 EL. 16.6 FtNISF GRADE � FRON OF WAL t BEGIN WALL A � STA.4 82.61 N WALL STA.0-(lU.UU Z EL.16. 7 o N to 1 w 0 15 0, lil X 3 w N EXIT. G OUNO AT - o Z 0Ln FRONT F WALL 1 l_ 3 Q Z _ _ Z O J `— m a EI z= Q - - - - - - - - - - - '1 EXI TING DR PIPE CE w� Q > I I m- OXIMATE LOCATION ~ E >r W Z qoq g-g a cv N w 10 El. 1.33 1 I EI. 11133 nfl$ �3 Q I I 1 I o , 3 BOTTOM F MODUL I i I APPROX.LOCATI N w BLOCK W L I I 1 OF EXIST. 48" PPE Yd w I AND HEADWALL TRUCTUR O Q 5 00 >-Z W �� H WALL A FRONT LEVAT ON WAL B H S BEEN DELETED ---- leN, i 0.40 0.20 0 00 u BE IN WALL _ ST 48•B5. 9- ]�9 El 25.25 Wr 25 9 i g EXISTIN GROUND END WALL D Q i E 0 FRON OF WAL STA 8.68.96• _. WALL D STA.0 46.50 20 EL. 92 a a m _ FINISH G WE 0 15 FRONT WALL e o SOT OM OF M�ULAR i sM-,,,.....-- 4 w EL 11.27 BLO K WALL I i _ ♦ FOR ti - - 10 __ / SIGNATURES 1 t _ _ / AND SEALS. t M1 +REFER TO ORIGINAL' ry .. e C ... �Ull-S12E CDNTRAC TI • - - % DOCUMENTS DATED/ r _ _ 1DE CE MBER 1997 060 0 Qp I 0+1'20 0+�40 l { Z � G DWG. NO. OAKESDALE AVE. S.W. EXTENSION-PHASE IA SG7 - WALL C ELEVATION sH£Er ' b 29 or96 r 25 -.. z 9 M Z BEGIN W L C OP OF F IWALL SIDEWALK Q I I r RONT OF 0 X N p WALL C TA 0•D0..0 � - - "7 u i 3i. — EL.18.17 4 FR IONT OR�W w z w 200 w < wN J w z= w (n r w r Z Q N U vi oN 3 C\2 oo Q 15. a E . 14.83 w EXISTING GROUND 0 1 FINISH ADE 0 a AT FRO T OF W x 0z 10 O - BOTTO OF MO AR - -I- - - - - - - - - - - _ - - - - - - H Wo BLOCK WALL LA N { 2 00 2+ 0 0 00 0 50 1+ 0 1. Top SIDEWAL Q "� 1� z 25 FRONT WALL END WAyL C ; 3'f WALLS A 3.24.0 o (� EL. 24.5 0 20 w 0 z J < 0EXIST.G OUND J + FINISH G ADE AT ' d - 15 E' g w / FR H GRADE O I ENTIRER CT RAILIN SEAT H OF WALL C D HANDR L / FR NT Of W L < Z U � F- 10 { — - BLOCK WALL EL.9. a s 2. 0 3• 0 3 20 - {r" 0 SIGNATURES REFER TO ORIGINAL F - - ,FULL-SIZE CONi RaC 7+ ♦ DOCUwENTS DATED} \OECEWBER 1997/ I Z i i i I DWG.NO. OAKESDALE AVE. S.W. EXTENSION-PHASE 1A SGH BEGIN W L E WALL E AND F ELEVATIONS SHEET WALL E A.0.00. 0 30 OF 96 EL. 21.23 25 EXI TING GR UNO Q N FRONT OF W L O� Z T OF I�. K Q ; �3 N W L Li u CD z v'~. a 20 ENO W E TA.1.9 w v> > WALL E 5. - - - a z w Z 2 J EL. 17.22 �� - - -- - -- -- -- - - - - f w. w ` 04 3 J w a i o N 3 V) ' - uJ w 15 oQ x a — BOTT OF MODULAR BLOC C WALL FINISH AIDE Q e I FRONT F WALL L- 10 y:f ;E t LZ d' v� -7— EL. 7.89 & 1 0 ` p, 0 e yi 3 5 2. p (WALL E FR T EL VATI N CO TRUCT AILING SE T 4 HANQRAIL FRO BEGINNI G �6T STREET / SPF ALL E T RING EXISTING OF . R EK BRIDG Q S.W �! 30 - ��9 1 TO F SID EWALK K WAL BEGIN W L F STA.49- .99 - : WALL F. A.0.00. 0 EL_24.67 25 _ - w 20 —- _ END WAL F m _ STA. 51.8 .05 - I WALL F TA.2.30.25 -- -- -- -- -- -- -- -- —L� EL. 18.0 I f _ 1 4 ExIS NG GROU D AND Ft ISH G 15 a T-OF I -SOTTO OF MOD AR f I BLOCK ALt r,,.., VI .. fro FOR �% FINISH GRADE Q r� FOR t I �E__ -. .. _ - f AND SEALS. ; I Et. 2.33 f 1� 0 2 (00 2 30 w I REFER TO ORIGINAL �p 1.Po DOCUKZNTS DATED K 0-00 0150 ... Y i. - - <DECEWER 1997if d 10 — — _— WALL F FRONT E EVATI N I ' SEAT HANDR o ENTIRE ENGRHLO�GWALL Fa z DWG. N0. OAKESDALE AVE. S.W. EXTENSION PHASE 1A SG9 WALLS G AND H ELEVATIONS SHEET 20 31 of 96 EXI TING G o RONT OFIWALL END ALL G _ _ - - - - - - - A. 2.25 _ _ _ _ _ _ _ - - - WALI G ST 15 • Z EL. 1 .90 O� N .. ----- ------ --- 0 (n(D Z Z CD 15 �I� �3i — C w vi c BEGIN W L G - - T STA. 1 •63.47 - z t N 0 WALL 24 TA.0.00. 0 ) T R TAININ L Al ~ w Fg D _ tli j^ o ills < a 10 (i � J w- J EL. 9. 4 Yd 3r w 3 O Q Z F"SH GRADE 0 a FRONT OF WALL ) APP OX.LOCA ION OF �08" SS YONO I b BOTT OF MO LAR I O Z E= BLOC,WALL 1 I— s" t >-Z MATCH F E OF M DULAR t I—L'i a BLOCK W L TO F E OF l U GRADE E V. i --- 50 •00 ,50 WALL G FR NT E EVATI N 0 20cr o EXI TING GR NO a N J BEGIN w L H o RONT OF WALL ELEV.Ov BLOCK > _ •00 - COURSE 1S T STA. 1 ABOVE PIPE A 1� B EL.13.55 �- - - - -- _ - -- - - - - - - - - - - - - - - - - - CONCRETE CLASS S t j 4000 ENO ALL H -- FRONT 6" MIN. g EL. 11.55 WAL H STA.1 42.50 FACE OF EL. 1 51 F WALL 1 V F WISH GR E Q 10 RONT WALL H/2 - ' H • • • ' J.6 MIN. m EXI T.36" D.I OUTFACE 1 I ELEV. ,51 4" 1 MIN. SE {)ETAIL IS SHEE 1 1. 1.40 (TYP.) 0 00 F CONCRE E PIPE tot 50 5 CO LAR -- —•s BARS x ae" N W L H FRON ELE ATION BOTTOM F MODUL S TION `O' 0 1 / SIGNATURES 1 > BLOCK W L / AND sEALs. _ - +REFER TO ORIGINAL, >ii ULl-51 ZE CONTRACT♦ CONCRETE PIPE COLLAR DETAIL Z OCICU N CA DATED/ ;OECEw10ER 1997,IF z • 1 NO. OAKESDALE AVE. S.W. EXTENSION-PHASE 1A DWG.WG.SG1O L �- I Y4" CHAMFER (TYP.) WALL DETAILS SHEET SEE HANDRAIL DETAILS THIS SHEET 32 °F 96 NOTE 6" CONSTRUCT RAILING TO DIMENSIONS SHOWN ON a. o DETAIL AT LOCATIONS WHERE N Z RAILING SEAT IS CONSTRUCTED • Zx 6„ 6 0 V REINFORCEMENTIHOUT N(SHANG LL BE AS BELOW. r- LIMITS OF SIDEWALK o IN TYPICAL SECTION,EXCEPT R3 SHALL iZj 3 RAILING SEAT n /—Y4" CHAMFER (TYP.) BE SHORTENED. PAID AS "RAILING SEAT". w N SEE CIVIL SHEET FOR R3 •4 0 1' 6" I / DETAIL FINISH GRADE 0 u 3O J SIDEWALK DETAILS OAKESDRE48 66 LLING STOA48.86 L AND BACK OF WALL-- R z R2 •4 0 1'-6" — vi . c S.W.16TH 9.27 R TO 9.35 R j i F w N w 7 R1 •4 CONT.W/2'-0" MIN. SPLICE 6" 6" f I II C Zx w r- z <N Q WALL LIN INSTALL MINI CAP UNIT W �!. N 3 VARIES —ALL WALL STATIONS, IN ACCORDANCE WITH THE y -�-- OFFSETS,RADII,ETC. ARE SPECIAL PROVISIONS OR AS BY THE L AT WALL LINE. SEE TTHIS ED SHEET FORGRAILING 1 w USE ADDITIONAL COURSE OF CAP SEAT DETAILS 1 UNITS WHERE NECESSARY TO RAISE TOP OF WALL ELEVATION ABOVE 4" (MIN.) 3�, P 0' x BOTTOM OF RAIL SEAT. ----- 0 NOTES: CURB & GUTTER OR APPROACH MODULAR BLOCK WALL EXISTING GROUND ow CONSTRUCT RAILING SEAT & HANDRAIL SLABS WITH INTERGRAL CURBS AT LOCATIONS INDICATED ON AS SHOWN IN THE PLANS. ry GEOGRID PER 7/ ' WALL ELEVATIONS. APPROVED O z o RI W CONSTRUCTION __ �� DRAWINGS Q z RAILING SEAT BAR LIST 2" ACP CL. A• W � ALL REINFORCING SHALL BE AASHTO M31,GR 60. U 4" CSTC• TYPE 6 EXTRUDED ALL DIMENSIONS ARE OUT TO OUT MARK SIZE LENGTH CEMENT CONCRETE 10„ �11 CURB PER FINISH GRADE 0 ti R1 4 (0) $TR. -- '� STD.PLAN F004• FRONT OF WALL & ^_ 89, 2?/ EXIST. GROUND 0 -7 yl u R2 4 (0) 6, �� 6„ PAf2KNG AREA r 1 R2 0 0 R3 4 (a) 6� CONTRACTOR SHALL OBTAIN ENGINEERS IT-0' N-O" APPROVAL OF THE FOUNDATION SUBGRADE �4 o) DETERMINE FROM PLANS ;o MATERIAL PRIOR TO THE PLACEMENT OF THE ITEMS ONLY 0 WALL F LEVELING PAD.IF THE FOUNDATION SUBGRADE 6" THICK MATERIAL DOES NOT MEET THE APPROVAL OF THE LEVELING PAD R3 Op o p ENGINEER THE MATERIAL SHALL BE REMOVED �4 AND REPLACED IN ACCORDANCE WITH 2-09.3(1)C OF THE STANDARD SPECIFICATIONS. GRAVEL BACKFILL FOR �w ��j MODULAR BLOCK WALL TYPICAL SECTION Z r MODULAR BLOCK WALL TYPICAL SE _ _ ION NTs CT WALE ALI EAT Nib LIMITS OF m "CHANNEL El EXCAVATION NHAJL" a 4 TOP RAIL - 1.90" O.D. BALUSTER - 0.840" O.D. LIMITS OF "STRUCTURE SCHEDULE 40 SCHEDULE 40 EXCAVATION CLASS A INCL.HAUL" 4 4" O.C. PEDESTRIAN BARRIER HANDRAIL NOTES 1. ALL RAIL OR HANDRAIL MIATERSIAL�WILLEBE0ALLOW . SUBSTITUTIONS < LIMITS OF "GRAVEL BACKFILL 2. HANDRAIL SHALL BE WELDED SYSTEM WITH NO EXTERNAL FOR MODULAR BLOCK WALL" 1/2" SURFACE WELDS. Y m 3. BALUSTERS MUST FIT TIGHTLY INTO TOP AND BOTTOM RAIL. LIMITS OF UNIT FILL.ALSO POST- 1.90" O.D. c USE UNIT FILL D BACKFILL UNITS. o UNIT FILL INCLUDED IN UNIT PRICE OF SCHEDULE 80 M �' 4 CUTTING SHALL SHALL BE AND DONE SMOOTH.YSAWING OR MILLING AND ALL CUTS "MODULAR BLOCK WALL." BOTTOM RAIL 1.90" O.D. MATERIALS SHALL BE PROTECTED DURING TRANSPORT AND OTHER BACKFILL AS SPECIFIED ON PLANS SCHEDULE 40 5. INSTALLATION TO AVOID DAMAGE TO THE FINISH. ® ANS SPECIFICATIONS. TOP OF RAILING SEAT 6. ALL ALUMINUM PARTS SHALL BE GIVEN A CLEAR ANODIC COATING I AT LEAST INCH FINISH. AND BE HOT WATER SEALED AND zo 4" HALL HAVE A ++ FOR \' 7. WELDING OF ALUMINUM SHALL BE IN ACCORDANCE WITH THE ! SIGNATURES t t 6 CURRENT A.ASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL ANO SEALS, % SLEEVE 4" O.D. SCHEDULE 40 SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES & TRAFFIC SIGNALS. t REFER TO ORIGINAL i GALVANIZED STEEL.GROUT PIPE IN PLACE 8. ALLOW FOR EXPANSION AT POST EVERY 25 FT. OF RAIL. %ULE-S rzE CONTRACT{ WITH EPDXY GROUT. j ♦s OE CCENCER O1997 j+ i 5'-0" MAX ...� HANDRAIL DETAIL m-z NT S $ OAKESOALE AVE. SW EXTENSION—PHASE 1A DWG NO. SG11 SHEET PATH MODIFICATIONS PLAN 33 OF 96 jlrzCONSTRUCTION NOTES ;� I 1 w O1 CONSTRUCT 8' CINDER PATH AS SHOWN. MATCH to ` x N Ci BACK OF SIDEWALK ELEVATIONS WHERE IMMEDIATELY w O N ADJACENT AND GRADE TO MATCH EXISTING. LONG- 1 3 Z ITUDINAL PATH SLOPES SHALL NOT EXCEED 1DHAV. ? REMOVE EXI Ln 0 O SEE SPECIAL PROVISIONS. ;; SEf` DET A ` \ \' / / \ PATH (TYP. 2 PRI ,1 t g : Z r O3 REMOVE AND REPLACE EXISTING CEDAR BARK PATH ; 1 \ 1 , /r . �� \ R OSED P 1r w� AND CEDAR LOG EDGE TO ACCOMODATE ROADWAY �✓ _ r�� RELOCATION. SEE DWG SG FOR Q N FILL SLOPE. GRADE PATH FROM BACK OF SIDEWALK "�-� DETAILS. $ TO EXISTING SUCH THAT THE LONGITUDINAL SLOPE 4 + -- '- — Q N = DOES NOT EXCEED 10H:1 V. to I Q O CONSTRUCT CINDER PATH AS SHOWN. TAPER PATH 0 -- - 45+pp r _ w Q d WIDTH TO MATCH EXISTING CEDAR BARK PATH �•• �Os 4� 3'p� 2�'_F� AW O w WIDTH AT INTERFACE. --- �� — 2 O GRADE BENCH RELOCATION AREA SUCH THAT THE i = / � Sprie�0ok GMk d MAX. SLOPE IS .02 FT/FT IN ANY DIRECTION. _ RELOCATE EXIST. FOREST BENCHES TO MATCH EXIST. CONFIGURATION. y\ / �n VVVJJJ JIj l v� GENERAL NOTES f i° 6€ \\ 4 IN R PATH \ ��- L3CAEXISTINC j m E ,{ SEE DETAIL B � ° EE 1. CLEARING AND GRUBBING LIMITS SHALL BE `F 1\ - SEE DETAIL C -- �' COINCIDENTAL WITH THE CATCH LIMITS OF PROPOSED a U WORK. XSPI RTIN K TRAIL 2. CONTRACTOR SHALL NOT DISTURB OR DAMAGE LIVE PLANTINGS ADJACENT TO PROPOSED PATH/BENCH ;I ' , 1•` ti�� , -- - LOCATIONS. I PRI V s I 3. FOR SPRINGBROOK CREEK CHANNEL REGRADING � � PR /✓ RELOCAWN. SEE DWG SG OR d� DETAILS. SEE DWG SG2. I ` �" I 'I DETAILS- j I PATH RS � FEET SCALE i EXISTING CEDAR BARK f PATH do BRIDGE (TYP.) 0 50 100 150 'i I e� PREDRILL AND DRIVE 36" LONG /4 REBAR STAKES O V-6" O.C. MIN. THROUGH LOG, PREDRILL AND DRIVE DRIVE REBAR 1/4" BELOW SURFACE OF LOG. 10" DIA. (NOMINAL) x8'-O' LONG PEELED RE - 3T LONG O a FINISH GRADE REBAR AT EACH CONC. CEDAR LOG. EASE EDGES O ENDS 1/2" RADIUS. VARIES - SEE PLAN BASE. INSTALL APPROX. 6" FROM EACH EDGE 3'-0" OF FOOTING 2x4 WOOD 4" MIN. COMPACTED a 8" COMPACTED DEPTH HEADER (j PATH DEPTH 1/4" MINUS 1 PEELED —0 LONG Y [CEDAR BARK FINAL CRUSHILD CINDERS 6" 1 O EASE EDGES OLOG m FINAL a (C PATH 8" J. GRADE 2x DOWNSLOPE 3.� 1/2' RADIUS. �p .) SIDE TIP• ch Z 3'. I I1=1 I L I I I I I f=� I ! / =. ) ." ,�' FOR _ s«�TURES ND SEALS. 4 PLACE CONC. FOOTING.P CAST 1 uLL-SL E owcwL j CEOTEXTILEI ///,�/i �� < (2 CONC. FOOTINGS ��- C0N� T ----j�'Cr/\\/\\�\\� PER BENCH . LOCATE ♦ ooanrtwrs who COMPACT SUBGRADE T TILE6" DEPTH GRAVEL BORROW COMPACT /\/�\/• ♦ DECEMBER 1"7 TO 95% OVERLAP EDGES 12 MIN. COMPACT TO 95% SUBCRADE TO FOOTINGS 2 F FROM WOOD HEADER - ALL COMPACTED SUBGRADE NON-YIELDING 2a EACH END OF BENCH. AROUND PATH OR GRAVEL BORROW Flll CONDITION. CEDAR BARK PATH(A CRUSHED CINDER PATH B EXISTING FOREST BENCH DETAIL C W/C E D A R L O G E D G E NOT TO SCALE NOT TO SCALE (FOR INFORMATION ONLY) NOT TO SCALE z i - l^lALF e e = NOTE: S H A P I R 0 CONTRACTOR SHALL RESTORE VEGETATION IN THIS -: � - h ASSOCIATES, ttiC. AREA INCIDENTAL WITH GRADING TEMPORARILY RELOCATE _- AND REPLANT AT FINISH GRADE OR REPLACE EXISTTIG - TREES SHRUBS AND GROUNDCOVER,THIS AREA WITH SAME 51ZE/SPECIE5/LOCATIGN z `v c t� - - - -- •i t F; L L g¢ !f j6 :�- _ / �'7s-.-„[ !Yr "�.-r _ Tz'-c_. (� Jty'•�♦`,V''.C,l l _ - . / INSTALL VIRGINIA CREEPER AT 4 FEET J' ,�/ �� '��j / ��r•. •�(a. 9 �'` -- r"l ON CENTER AT BASE OF WALL _.LT ALONG ENTIRE LENGTH ••c' 2 INSTALL LIVE DOGWOOD STAKES An r 5 / WITHIN RIPRAP AT 2 FEET ON CENTER / ► ALONGOHW LINE BOTH SIDES : LWD s - -- _--- LIMITS Or CLEARING - PLANT SCHEDULE LEGEND SYM. SCIENTr-IC NAME COMMON NAME TYPE SPACING SIZE QUANT. CONTOUR + __ ORDINARY HkaH CORNUS NIITTALLII WESTERN DOGWOOD T I SHOWN 4' 16 SPRINGBROOK CREEK SITE PLAN A(APPROX. 4) J SCALE: L'`a2m MALU5 R15GA WESTERN CRABAPPLE T N 4' 46 -LIVE WILLOW STAKES WALL THUJA PLICATA WESTERN RED CEDAR T 6"OUN 4' 13 e; B MAINTAIN A 3 MIK PLACED 2 FEET ON CENTER CORNUS SERIGEA REDTWIG DOGWOOD S 3'O.G. 18 I.1 115 J i COVER AT END OF I { THROUGHOUT RIPRAP GORNUS SERIGEA REDTWIG DOGWOOD LS 18'O.C. 18 IN. 216 EACH LWD r 1 /// .. ROSA NOOTKANA NOOTKA R05E 5 3'O.G. 111111 1,410 LARGE WOODY DEBRIS 5ALIX 5ITCHEN515 SITKA WILLOW 5 2'O.G- 18 iN. 141 SUf�AGE ABOVE LWD �� PER SPEGFICATIO 5 PARTF$NOC155US QUINQUEFOLIA VIRGINiA CREEPER V 4'O.G. I GAL 13 TREES ABOVE ELEVATION 9 ONLY 1 COVERED WITH 4 TONS +� � � UPLAND SEED MIX LIGHT LOOSE RIPRAP 0 ;= (NOT REQUIRED IN HAND O j/' ABBREVIATI{N&. ATE: - PLACED RIPRAP AREAS) T-TREE,5-54RU15,LS-LIVE STAKE,v-VINE 1)SEE 544EET W5o FOR - UPLAND SEED MIX - WILLOWS QUANT.-QUANTITY,OC.-ON CENTER GAL-GALLON PLANTING DETAIL. GR0851Ws PONT-- (� � RIPR.QPA IN.-INCHES 2. REFER TO SHEET EC3 AT EDGE OF 04U \ VQ i FOR EROSION CONTROL MATERIALS. NOTCH AND PIN (•1 L WE) / EL.9 PER DETAIL 1,SHT.5G12 "\ —� PERLARGE WOODY DEBRtB 3)MAINTAIN 4' 8'DISTANCE FOR j R�PRAP PLACED TO OHW --- --- - -•-•r .�� -- - GCMPACTED PER SPECIFICATION ?BEES AND 4'DISTANCE FOR SHRi�S 2 °GR • PLACEMENT MATERIAL NOTCH TO TO EDGE of TRAIL. EL l T SGI2 _ _' LWD STATION OFFSET LAG BOLT O 1 I. TEP AND CEO- 1 666.55 LEFT LARGE WOODY DEBRIS �; � .,- 2 661«45 LEFT PER SPECIFICATIONS NOTCH EACH D�CS\��y TOXLARiETILF REWOODIDENTAL 3 661.80 RIGHT ``a:/� ♦} LW APPROX. { �FLU DEBR15 INSTALLATION. 4 668+20 LEFT ' ;.. W(EL.4) 4'At GRO�,6ING a 2.INSTALL GEOTEXTILE AND T C 6 669.50 LEFT , �SLAGblAxI BOLT WITH v RIPRAP INTO SLOPE PER— 1 610.00 LEFT J WASHER IN 2 PLACES j RIPRAP TO BE INSTALLED TO —BTREAMFLOW I FINISH GRADE PER DWG.5G2. SECTION AT•ROOTWAD OF UNDER LARGE WOODY DEBRIS AT LARGE WOODY DEBRIS DETAIL LARGE WOODY DEBRIS ROOT WAD CROSSING POINT - INOT TC SCA-`- NC'-C 5__�E NO— C 5c4-F , 1 - r o OAKESOALE AVE. SW EXTENSION-PHASE 1A DWG NO. CONCRETEINLETDRAINAGE PLAN AND PROFILE D1 { RSTAIM 171 32.5 LT. STA. 13+65 TO STA. 19+40 35 of 96 '�- -r;•0� •� h r- SHEET i 1 , .- +��.. f � .___•• - --- _ RIM t7.l,Z + I.E. Ol E 14.35_. t`-ii J i owl I I { TYP 1 CB TYPE 1 (/// Perot, I A 15+50.0, 37.1 LT. STA 16+ LT. co ncn / ,,[ $ r/sue I i RIM 15.60 RIM 16.49 I _ �eOCxs 7 Part I I.E. E 14.10 a t` ZO NOTE: DASH�O-trNETYPE DEN? S I ✓� `r I I I.E. (OUT) E 13.67 (OUT) `-� - ,_.�•_ _ __� __ P _ WGo PHASE 1B-6R PHASE 2 o vsU '"' �, i a c w+awx7t. r„�, _ F w 3 J o �p15 UCT10N (N.t.C.) ( i _ _-. O Lx - 4® - - -- - - F O d Xv � � ------------- - /� 6ryMPE rP i/. /-_r 6�Rw._R...e -r t'�.c•.' -R w�A. F -- __-___ d,. 3 t0N �� , .SPrrµ7 -'j 1 + - __..�._ ..- CONCRETE 11 n x - vi Z �.-_o_ s s':s .�l�� - -"'- k7..ic6., - STA 19+00 32.5 LT. ,N� .� RMOVE EX. C8 --- ��-- s� 1n Q t 1 0 i3- -� REMOVE EX. PIPE. 72LF-- r REMOVE EX. CB l RIM 17.74 0 Li -1 °SOY ' PLUG EX. PIPE a �,y PIPE, 35LF' o { Z)� Z 1 ! 1 caaRa P'� eev ~ PL rfsVE KALE A S I.E. (OUT) E 14.64 1 O n i Z / 1. i ar+0 NA. _ 4 _-..._..-_-_-..- - _.-,-- Fx.._. ..O 1 } � w N CL 'n _ .,--__-•14•i�OQ-- __-_-1'- -+rt---1 __.-. -._ - - _ _ _-f8t00 -- -Y7+OD r 9 � _ { gg > CD / 77 .r[ 56 «s9.aaKs+.s- n �E S: --g _� p 3i. .-. �� u R� Q w + - a - - _ • �- o NO i'15'14'E 1 ! io J W w 3 M Z Q N Q !' •I . ' C-C/F- F- F F /F C/F F • F N TYPE 1 CB TYPE Rr s C8 1 STA 18+50. RT--- y - n Q N a0 k a 0 RT. s._._.� `+ -., so ---- 3 S 1 ary. _a .y ; 1 CB '- • W BAFFLE A - - --- �w 72.0 I -- - �- t- - Q S A 19+00, 2 RT -- i Q 12'0 DI -- --------------- --- -------- a ----- ------------ \►- -- ----------rt-- -------- ---- -------------- -----------•-\-------------------------------------------------------� `..$ $TA 1 +31.0 36.4' RT. STA 15+85, 0' RT. i� �� ,�„6,_ C C STA 17+91.6, 99.6' RT. c I.E. 13.61 I.E. 11.60 34 LF 12'4 LCPE- C r. l h SIDESLOPE VARIES ? I.E. 11.60 I Z CAP PIPE END !� �� QUARRY SP L PAD 7 C+ O 0. 88% 7 o TOP DEAD = QUARRY SPALL PAD G. L=t0', W=7. D-t' r i + STORAGE .r ,, f•. L={0'. W=T. 0@t' C) ;4 W.O. POND 1 FOOTPRINT LINE TABLE " 1 �1 ADJ. CB TQt E `� > 1 S (� 7 L. \ 3OLF 18"o LCPE O -1.67% �^Z LINE DIRECTION - TANCE l Y > 1 1" f y y _ ~ STA 18+18.0, 1 12.3' RT. 1 E- (� as L1 S46'36 35 10.00 • "" `� L2 N09 t 308E 26.9A n.¢ g 1 „s `QU 1 Y �' i y 4ib0 QUARRY SPALL PAD I M. gpTTOM El,p STA t7+_ .1, 90.6' a€ l3 NO3 16 53 31 . - - SS RAMP STA. 15+97.0, 83.4' RT. C4 L=t 0', w=7', D=1' m L4 NO2 23 59 30.31 j n SLOPE gyp, pT• , PT BEGIN V-DITCH 1 L5 N031653 26.42 ! j �• _ ,^, cry STA 18+50.5, 127.9' RT. L6 N08'32 05 E 59.53 _ k PC V-OITCH 1 S y{ a L7 S73'09 O1 -10.00 ? J `� ; _ 2 STA 18+94.0, 137.9' RT. LB S16'5059 53.43 PT V-DITCH C_ L9' S03'16 53 E 71.78 3' / �, ti'�V f t L10 S55'26 59 E 22.47 l n, - i'r -torn OF pow C � � > 1 t ' L11 5675726 28.39 I + i f 6 ,,-' " - ( 1 i L12 N88'24 17 15.00 1 } WATER QUALITY POND 1 / 7 ,7 un j I / VOLUME >32.070 CF. >360% OF REQUIRED/VOL, BOTTOM- 2,893 SF ; L - W.O. POND 1 FOOTPRINT CURVE TABLE I t TOP OF DEAD STORAGE >12,823 SF, >12 NME$ REQ'D A!lEA. 45.51 DISPERSAL CURVE RADIUS LENGTH DELTA I C LENGTH TO WIDTH RATIO: >6L:1W W �� y Or R�t00.00 - ¢ I PLACE 4" COMPACTED DEPTH I r 5' 11110E BEM T8 _ = V-DITCH ; Cl 10.DO 9.18 5236 33 CRUSHED ROCK SURFACING TOP _ I �� 0 �1 C2 16.00 3.49 173000 i COURSE OVER 12" DEPTH QUARRY C , I ZAP ELr►t4.60y' Y v �i PLACE SAND AND QUARRY SPALLS W W emu, i C3 t0.00 32.87 � 188'18 53 � SPAL S ON ACCESS ROAD. (ABOVE �� •�•� ' ( w '��,f�� IN DOTTED AREAS ONLY. �. C♦ 16.00 5.62 20 07 5t r.'bdX r STOfbO-ELEVATION). DEAD STORAGE ELEVATI 'c tl"*'; RECRADE PER DWG W� W QUARRY SPA`L PAD v v W i FOR ��` C5 16.00 14.57 57 O6 l - , „ LW,- i L=210'. Wa5', 0=0.7' W + W f SKNATURES C6 t0.00 20.67 118'24 25 r AND ♦ - TOP DEAD STOFiACE 4. 13.6D , SEALS, f � REFER TO ORIGINL ± y W W Futi-Sr2E CONTRACT I ......, DOCUMENTS DATED / ...... ....... ....... ....... ....... ....... ... PHASE 2 CONSTRUCTION _I PHASE 1 CONSTRUCTION i t� (N.LC.) a - r �'' ...... ....... .. ... ....... t� W • O ..: C.4 f O: cv roQ..p rn.-. O N D)cc^m OOa2: f U ^ ♦ bhp: YQQ+ P.^hU Y•W _ UH .......2J..........:.........:.........:.........:.........:..................... V..Q ..�. ....... ....... ....... N .[ ....... ....... ..... ....... ....r. N$Z��0.' ..... ....... : ....... ........ .r. Y x:may .. m p..^H.Z....r�.to �j ubi�M:z-X: W+r...��mV W+^YODU...�..�. z 2 W.. o :2 0. - 03tn^ Lo U2zO t0?ZpJp. - wi Z cn -- - - : : : : Utn D!WW- .. .. ....... ....N W O]/•- 111 r- 20 ................................................................... d........... m ..� ..!•! y�:.... ._..:......... .........:........ u vYo.r 4!1?�..:.................. ....... ....... : :.:.... - u o:s mM-7Wr.i6. : d 0 : 2+4� -_. - _ _ - -- - _- _ - 15:.........:.........:. �: .Lf :. .. �'�': . `a. :. :. .......:.9ALE.12.'I..LCPE .O.A.2=,:... . 125LF 12'ir 01 O 0.192% : 1 : 125LF 1 R"f LCPE O 0.328%: z P.S.E. PROP. 6"0 MP GA 1 L F 12* :I I- 9 _ - - _ _ i Y r b v w n- - - - T - - r - - - - - - - - - - - - - - - - - - - - - - - - ...... 10 .........:.........:......... ....... ....... ....... ..... ....... ....... ....... ....... ....... ....... .... ....... .... ...... �r°oep'suowr°'oalv) ..... Q. O0 - F }- ;- - :1 •UU'• {{ " •riAEiRO•SAS• /f 1SLF 12�� tCPE (70v SHOWN [SNLY) O 0. - - - - - - - - - - J: L- - _J L - 1 - - - - - - -` /- - - - -s- - - - - - - - - - - - . ......I..:�........:,a........: . '4r - -am- - -!:- - n� - -off- - D:- - t� - J 9;6 r!� - � -^A �s' _��1111*1111 °�+ ._ �0: ♦• b• W: W: on: ro• rn• ao-� ro:rc �:ro rD:,p ^:n- "':^ - "':^ - � ^:I: ^_:r: T ^:r: ^:ri ^:n m:r: ^:ao t-:u_p ^.cp �..e_p �.:,6 ^_'ao ^. i 14f 14�4 14� 15420 1 f 1 + 1 �4 1 17+ y 174- 1 + 1 �4 18+80 11f20 it OAKESDALE AVE. SW EXTENSION-PHASE 1A D2 DRAINAGE PLAN AND PROFILE SHEET STA. 19+40 TO STA. 25+10 36 of 96 t } _ +CMn+.c sr,e•tr)tK'S a--fit ` o- _. pk.,.- Z1- LL-- ��► .M.WlL1rf. ..� � r w3 1- p M �r, FN CD j Fuv-rt r O w O N 1 r e.c. - !K B TYPE 1 \ CB TYPE 1 \ ST TYPE 1 + _ � _ - -- -- ~ p -T ___- X �-Tom- - 4 LT. - _ 2.5 LT. STA 24+00 32.5 l to Z N e'rar x 1 r- Nhr.rc • t+56 13�:5 - --_- - -_ - - - - S A 22t60 3 ' rw /. W — X- 1 OAMBD, G AVE&W. -�-�,... uj H Z j ---. f•f•4/V-•.. _ 1 'A% 5"LYr4 Q ~ Z g O ✓v -- - - _ sc+w cac 4 2T+0(► a 23�Q0 024 00 T--` - 25+00 ( E-� f jN d 1 �7 +e n.c z - 5_ _ - —_ oeeMnwN«— -4i -F N001 _.. `� — +• — i— fI) GO Tr_ to Z a F / r -F F - F STA 24+00 T _ --- z Qo 1 _ F F I TA 22t80 10.3' RT. ! CAP AND STAKE E 1 I - --- -- STA 21+50 1 1.9' RT. 1 1 Q «� jq — Y L CAP AND STAKE PIPE ENDY tZQ N IJ C;f��"�' --- __ _�5— I GAP AND STAKE PIPE NO ___..L."- t.E. tJ98IE t3 T7 -E-. . —s . —Q Q - --.---_ _-.__.� -'1 ------------ .. rcb - _--- `Y-__------ 5-- _.s= -��_- ------- Q - STA 21+50, 32.5' RT t �- SSA 22+60, 32.5 RT. ''' -1-- - d _ _ I _ a - RIM t 7.74 l RIM 1 7.19 I-E. (OUT) W 13.39 C C i �' I.E. (OUT) W 14.64 1 ` I.E. (OUT) W 14.09 C C C 1 APPROVED EXCAVATION SPOIL MAY BE NOED, C A 23+10.4, 84.8' RT. ° I CONTOURED, AND LANDSCAPED ON-SITE WHERE All C C x I.E. 9.50 8 AND ACCEPTED BY THE ENGINEER AT NO ADDITIONAL 40LF 24'0 LCPE O 1.25% O Z c COST. MOUNDING MUST OCCUR ABOVE THE POND AND \ , <QUARRY STALL PAD 1 O :E 1 DISPERSAL V-DITCH DEAD STORAGE ELEVATION AND - _ E_ Y$ 1 FLOODPLAIN ELEVATION. MOUNDING MAY NOT IMPEDE x �- - __ } L=11% W=8', 0=1' T L T Z nw SIGHT DISTANCE. USE MAX. 3H:1V SIDESLOPEJ. < u U F E DITCH TTOM EL. 9.50 - 3. CAP �E ( TOIL OF Of�1D STORAGE i� �} w _ x til EL 13.60 I' W i r,i W -- - I < STA 23+63.2. 101.1 RT. BOTTOM El. = 7.50 t < RAD. PT. a ( ST9R 19+97.5 138.0' RT. I J W ' ~L END V-DITCH Lw ;STA 120+98.8. 89-5' RT. TOP DEAD �TORAGF EL. 11.50 = 1 t EN6.,v-DITCHW v w v v v v v w QUARRY STALL PAD v + W v STA 2W+48.7. 9E3�0 < 1 t I W ± W W W W W WL=232� W=5*41 D=O.� W W W QUARRY SPALLL PAC) BOTTOM EL. 12.10 5H:1v W W L=13,• W=8' D=1 BERM TOP = ' � � � W W� �v W W W W �V V/ W •L `L W W •L �L .✓ W V. `✓ 5• !N. WtbTH �' 1 ,�. WATE1d•QUALI•W POND 2 �✓ � .L .L v- .1.8LACEw4AN0 aND OUARijY SpALLS = VOLUME >31,432 CF. >150% OF REQUIRED VOL. IN DOTTED AREAS ONLY. 1 rn 0 1 dl ,+, '.�, .�. .i. .�. v. .�. :v •L r• W W W W BOTTOM: 115'095', 2.895 SF `+' "' `�' `�' `t'- -(BELOW DEAD-STORAGE ELEV.) i t}� J I RECRADE PER DWC W2 TOP QF D ST E: >1 823 yF, >5 TIMES�EO'D AREA a �L W •Y •L �L W W f v .L •v W W W W W W v �Y v. W W W W w •Y •✓ w W W W g QUARRY SPALL PAD W I W LENGI TO WIDTH TK): > L:1 W y W G •L U' w W �L W '1 W �Y �L �v �V .v v� W W W .Y W �V •L �L W V. W v� W W W �Y W •Y •L •L �Y .L �Y W •L yyy W W •L W �Y W� W t ti W W � •L Jr W W W W W W W �L W •L �L •L •Y W W W W � W W W •L •L W W W W •Y FOR aa pp E SKUMTURES G +D $g ep ....... S...AND SEAIA... ..................... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ... ! b S 1 REFTR TO ORK04AL . FULL-SIZE CONTRACT -� DOCUMENTS DATED ,DECEM9ER:1997IE - i ...... O:..,T�.�r:w�.............. ..... 20A'.VC.. n..... J...... .J : h N n O w } .00In GG: N DOi I : ti Z rj ri ;�i ri .......2J..........:.........:......... ........ .. .. ....... .......... ....... ..... ... W.�..... ....... .. -...... ....... q/yT^ ....... ....... ....... ....... ....... ... .o lal d/i:.. .. ....... ....... ....... ..... ... 1fT N 40 W 5 W < r N ocy m<� - -.-.ul -... ....... ....... ....... 2 ��....................................... ....... - - - - - - - P.S.E. PROP. 6"O:MPE GA - - - - - - - - - - - - - - - - --� - --_ - - - - - - �.S ..... ♦. .. ....... ....... ..... ....... ....... ....... ....... 2 126 FUEL/OIL 1IOLF 12.0:LCPE O 0.5007G t4pLF t2.O LCPE:O O.SOOX o I . :,De. ME ss : 15OLF 1 Z'O LCPE O 0.507X 12.0 piP;WA — — ' -- — — -} . 1 0 S6•�55 (TUKNttA1• I .... ............................................... ........... .... ......... ....... .... ..��.�1..... : TOP SHOW ONLr)... ....... ....... ....... ....... ....... ....... ....... .....1.Q .... ...... :.........:..... �.INTERCEPTQR) .. ..... .. ... ....:.... .\ ....... .... 72•0 METRO SS V�I (TOP SHOWN ONLY) �\V L — 11•t FUEL/OIL — — — — — — — — — — — — — — — — �:?.......�:a..... >�i.^..... a..... �Ikh�........_a.......o. �....... a...................In.&.......�Q.......�Q. .....�Q- .....� �... ^y .....�:o.......�: ..�� . .....� . .....� . .....��.......��. ..... � ......m:�.......o:o.......^:rcr.....5:..... qq O.,D $rN 8� J `ham n- —a °D�a — h:� It — h••' h'•,� h'•' �•� ..o �•6 C.. •— a,:+ a,,,t o';•- �•O c�.rT �!.� iC dt Jt - h h• h h - ,�. ,D. - 10• ;n — �. — �. — — - Tp— — �• — -ic — at -ti^- :p �.tp -.ao ^.� .-•o .-•oo �_aD ^.� ..!D ^.m �aC ^.ap ,-AO -•ao '^` -'h .h -^ h -.m 1D �° „•,O Z 1 { � { 4-4 { 14- 14- { {4 �1 { { 44- 44-424{80 „ OAKESDALE AVE. SW EXTENSION-PHASE 1A owc NO. D3 o \ STA 26+Dos: 45.3' LT. ` DRAINAGE PLAN AND PROFILE SHEET DITCH FL 15.44 STA. 25+ 10 TO STA. 30+80 37 OF 96 Y ICONNE�N TO EX. CATCH BASIN UTILITY CROSSING { REMOVE Ex. STORM SEWER TO LIMITED CLEARANCE pKM EAST AND GROUT HOLE IN CS BACKFILL TRENCH WITH CDF TO j / I.E. (OUT) N 13.58 CROWN ELEV. OF STORM PIPE, REMOVE F F CS TYPE 1 W L KING STD. INLET F F F F ^� Z 1i STA 26+t 7.8, O L . F ABOVE CROSSING LOCATION. REMOVE 7 LF 12'0 RCP TOE 1 O t 1 12 RR O C Zp T.O[TCA Ek.TRApE (F 16.10) REMOVE 27LF 12"• RCP TO W N UJ O REMOy '.".`CULVERT ti J p0 6 MPE IP G " _�_ __ __-' -- LL W In 12'Aup co cn oM + 1 CB . \J, 6 TYPE 2T�) --. ,-- 1 ..c.�.K_ - CB TYPE 2 c STA 26+9 F 31.6 LT. - m - -28 --- _ 1. LT. n e� s l CO 3 0 cv be TA 25+50. 31,6 L . :_ 1 vi Z t/) n -_--_.--__ - _ O cec oon c3 STA 30+09.0. 4.6 LT. 11 -- - j 2 Z O E- 1 o s�H.-rs-- [r -JIM -�a 7+00 28+00-�- U __- - ____.:29+00� - - ir _ W 30+00 fH iT Z Cn 1 O --�x.,le w -�� N� NOb 18'36�MY � �_ 1- �t` O - �- 1 __ ,. -- _ STA 30+08.7. 20.0' LT. N CL. � w � w0 -----___--- ;. AKrw rF r __. P' _-- -- _ _ _ W W CON ; LLJ + Z a o -� _ <. _S7A 26+:_ 13.6' RT. ! �- STA 28+40. 13.5' RT. i�•� 9 O 0.694% TO PROPOSED } cD s-- CAP AND_SOAK PIPE ENO vi Q N - - - - RT - -CAR-N10. APE END .] F - -I 1. . 13.40 - - -- s----F F I _. THET � 1 Y PIPE �D � I , __,r- _-... _._ _ � WITH.QIPE,COLIJAR , I N ' PHASE 18 N.I.0 PHASE iB (N:7.C:r -�FMkSE �B (AL C•�- }--- I.E. x to Of Q x t 94 rn... ({nl ( ) 1 t.63--.. wQ O' ,� 6 --- �� SPAtts3AAD I STA 26+95, 32.5 Rj STA 28+40, 32.5' RT. STA 29+85, 32.5' RT. ]C� U __ �__� -- - �T` .re CB TYPE 1 C8 TYPE 1 C84TYPE 1---- ----- ---------------------E..' Q F' ---c _ SLl. ML=I' .t" ------ ----- -------------- ---ITEM t6.87 ---- r ---------- R 17.25 1 Q o ------ ----- --- - -38 --_ - --- -- -", :- +- -� - s L S� _ =----_ - u-IIL4X.A3 -- -_-�--- - -- - -'- S--ram�cu+ s- Ct f ONSTRUCTION NOTEc - --- _-__ 0 o I Fj 2 5 II 'RJ i�, 1 i, Ot STA 25+55.0, 32.5' RT. O6 BOLLARDS (4) 1 1 STA 30+09.8. 55.6' LT. CB TYPE 1 W/ STD. LOCKING INLET 2-FIXED, 2-REMOVABLE CONNECTION TO EX. PIPE PHASE ,l 8 (N.I. RIM 16.05 PLACED 60' O.C. CB TYPE t W/ STD. LOCKING INLET STA 30+06.7. 50.0' RT. 4 4, STA 26+50.6. V2' RT. I.E. (OUT) E 12.95 O7 20LF 12"0 DI O -0.250% SET RIM 0.2' BELOW Ex. GRADE (�t3.�j CONNECT 70LF 12"0 LCPE E.• ag I ?S OQ PIPE ENO IOLF 12"0 LCPE O 7.50% E. IN N -11.9 O 0.714% TO REMAINING EX. I.E. 12.60 F O E. �IN� S _11.9 PIPE WITH PIPE COLLAR W a'a 3 -PUKE-4"EOM TEO DEPTH 1 2 STA 25+50, 41.0' RT. 8 UTILITY CROSSING U 0. Pa ( USHQ RDCK`SURFACING TOP CB TYPE 2, 72"r W/ BAFFLE LIMITED CLEARANCE I.E. (IN) W 70 MATCH Ex. (( 1.9) 1 I.E. 70 MATCH Ex. (�11.t5) b f .. COURSE OVER t DEPTH QUARRY 1 Sri i1 , " BOTH RIMS 16.70 (LOCKING MH) BACKFILL TRENCH WITH CDF TO I.E. (OUT) E TO MATCH EX. (-11.9) SPALLS ON 11CC S ROADrCROWN ELEV. OF UPPER PIPE. �•• ., LE. ��N� NW 12.20 m V„ FULLY ENCASING BOTH UTILITIES12STA 30+35.4, 55.2' L7. 4 ABOVE DEAD!STO E ELEV. ®YOM� "�" I.E. N W t 1.20 FIELD VERIFY a5 .. (( 1 \ AT CROSSING LOCATION. y I.E. OUT) E 9.98 38LF 24'0 LCPE O 1.26X 12'0 DI VERTICAL ANGLE POINT CONNECTION-TO EX: PIPE .+✓• :ux r a-c. ✓ W y LE. (tY0) 13.61 CB TYPE 1 W/ STD. LOCKING INLET a� 1` 1+ 1 1• RIM TO MATCH EX. GRADE (-14.4), ' 1 = W W W \ w><u.rx ,.c .,o., 3 STA 25+50.0, 79.4- RT. I.E. (24"0) 11.40 ` i PIPE END W/ DEBRIS I.E. (IN) NW TO MATCH EX. E 1 < , BARRIER 2, 24' • O STA 29+85, 16.2' RT. I.E. (OUT) S TO MATCH EX. #� I.E. 9.50 CAP AND STAKE PIPE END ^26LF B'0 LCPE BERM TOP W W W W \ A OUARRY SPALL PAD I.E. 13.81 W W W W EW PLA6E SAND ANO OUARR� SPAIy S L-13', W-8% D=1' 10 ^STA 29+81.9, -55.5' LT. W W t yl DO7TEP AREIAS pplM. 1 , 4O STA 25+50.2, 96.9' RT. FIELD VERIFY �. (BELOW DEAD STORAGE E ��yy RAMP TOE O CONNECTION TO EX. PIPE W W �l1') �1 EL. 7.50 CB TYPE 1 W/ STD. LOCKING INLET �� REGRADE PER DWG W2 RIM TO MATCH EX. GRADE (-14.1) FOR 1 � ; s�wTURES,p►; r r w. v 11 5� O STA 25+87.6. 45.0 RT. LE. (IN) SW TO MATCH EX. • R[iEN ro diiscr� W y W 11 `' RAMP TOP O I.E. (OUT) N TO MATCH EX. EL. 16.54 -28LF 8'0 LCPE +� W v� � W W �Y W J• Vt1 Ali g ............................. ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... J a 22 ci. ... ....... �a .:i�.... ....... ....... ....... ....... ....... ....... ....... ........ ....... ....... ....... ....... ....... ....... ........ ....... ....... ....... ....... ....... ....... J...... ...J.r .. h o AD Ao Z •rz 200' VC n n m - ao 00} is O v O �n •lo �n ♦�� n V I �• :.Z,S. N N : n ? ..... �h:.ti ....... ....... _ p...W.Z^. .00v:Ng' .......f". N N N�V12i-. 1 + 1O 019 W Z }m 1-. on Z=� +n P._1-1W 3:: - WWZZO= N�Zv �¢v`^.' Yr.1.- r-...��W. Vl ^�2p ... - < ....... ....... F-�.�.�j ........ ....... .........:.2Q.....5..`''....:.... 0TILITY CAdSSING.-LWITED ,4 w•W. .' ....... In er si ry.........:.........:. =_ - CJ tJ�t3 N N-tJ W lL n r W A•!Lj �W) 1'' CLEARANCE: BETWEEN:24'o u�.w lnz--- --.-- _ _ DRAINS: . AND 12"0 DI D _ k30E NCibi PPROP.6H'w RR SLEEVE I?,S.E�PI?OP:. li"w P A• :.1.j.....:.........:... ...:'12'a'RZP'Sb... ..'.-.`- =..-.-`..-.� _ ... ........ ....... ...... _ :. :.. :. B'o PVC S0 rFn - 145LF. 24"1 Dt.W/ RESTRAINED J S O 0.1 t 7X II I I : t 45LF 24'i LCPE O:0.t 177G Q 1451F 24".e LCPE O[ 0.1 107L t 21 LF 24"0 LCPE 0.116%: 6'* WA: 2 0 RCP SO ,�O 60.0.WA ... ....... ....... ..... .. ....... ....... ..... .. ....... ....... ...........�.0.....:............. (SEATTIF Ptlffi.tC?,I1 OTiES.. .,... ..............�..I.:. .. ..:. .. ....... ....... ...... ...... ....... ... .. REPLACE 72'o METRO SS •. . CEDAR RNER PIPELINE N0. 4): II II :(TOP SHOWS ONLY) 108•0 METRO SS \��I - POT11pL��P Q. 10.3 60"0 WA (TOP SHOWN ONLY) \ -24LF 24"� LCPE 0 D:t25x- - r ,I _ - - - �5 .. .K3... n. p ......nb,n . p �C d....... :p. ......... ...... : ..... � o: X ,n Q. N rn:m !o n:n f n N:n ol:n N aD N pp M•Ol pl CD p O:^ - - -97;16 -ri-m�-,ri _vi ,erg ) r^►� -r� - r - rr`` - ^► - -r^'Ic - -�► - r: -^►1c :rc - ±^ -'ram - '^:1� - � -"^i^ - �n a� - 'xac- -'Ono- �? + + p 19� ... ..arc OAKESDALE AVENUE S.W. EXTENSION DEC. 1"7 1'-20' "°"`� CITY OF PHASE to - S.W. 27TH ST. TO S.W. 16TH ST. ¢' = RENTON �'� DATUM qi DRAINAGE PLAN AND PROFILE D4 ?Plonnin Buildin Public Works Dept. .n Gregq Zimmerman P.E., Adminislrotor STA. 30+80 TO STA. 36+50 3e ,aa REVISION BY DAiE APPR MAT .�+ C INE STA 3 + u ......�. 1P �........v!.......9...... F r'ir�:i90 �• � � �s �$ t I ! • 1`5.99 .I...... ....... ...i LSD .:. .:.. ..:. •:• g f N I ! 8 I71 o . �: .. ....... I mNm� i 31Q TYPE ' 4 "� A"r, _ 1 I 12` LC O 2 ® ;STA 31+ 0, 31.6 kT. m . V+rn'^�n' I I m I I m �•" 1k.50 ;RIM 17.68 i I I v1n v l i sg u y I- I (IN) Q 12.98..:.......... I I � ! �� ah :LE, IN N 11.98 I I I I I• > � > .�� /��i .LE. OUT: S 11.98 : 1 /1 I+ y J/1 .62 I ....... j T j� II + ) LI 1 ... 1 I - - 0 1-4 : I r^ .O. �.. ....... ....... ( I I } ;8.610 I o v I 4 _ I J rn cn > I I I LL TT 15.40 I ....... "- + . In BVCS: 32+50 I _ : BVCE: 1670 i �^ N-0 s + ? z9. ........... ... ..................... ........ a o(A _ _ t f�mNm I Iq �• q _ -_ 11 .. ... .:�...... Z 1(?;54:. - I 49LF 12'� 8 cn co� i. ; + ; .777• r 1 LCPE O 2.90R 0 I : I TYP 4 .� o STA 32+90.0, 33.5: i'S.63 I :RIM 17.9Y ( L_- i + I' ... .: ...... .:VE.' IN E' t3:17..;.......... + t I.E. IN; N 12.17 g + > I.E. OUT) S 12.17: I ( ' LA i I I I { m } 115.97 I 1 N +-.PI) i�.8.... ....... ... ..... PC 33+ . o I I I '1t 1 1 77:. .... G19 • PIA STA. 33+50 { � I : ELEV. 19.00 1�.g4♦S I N n I + I - f` 1 08 + 81 O �.. I _ og v o .771i I in : i =� i 1 1 I ► U { +.07 ;1 .00.......... .... ... 1.........:......... ........._......... /�7 I Pr, 7 :EVCS: 34t50/ >7 1 c ow ?LA 114.90• I .. ..... .. ....... ....... Co . . ... .:. .: - I 1 I L ao n n I k LF 2"I LCPE O 2.18X 4i - / 11�.74:.�........: .....o -rR TYPE m _ - - --- -- - 1 .55b : .... :STA 3s+00, 31.6' LT. •• � r I i ^-� :RIM 17.83 :LE. I4� E 13.41 I � ; a I A.E. IN N 12.41Ln I 1 + 14.70:.........:.... ... :LE.. OL17):5.12.41.:......... : >m -- - -- - - ---- - ---- jj ;8.490 + I + +m I _ I f I I40, tI4.70 1 I (cl - -- - - j io:430;.I............. v,. D D N Z D i C ......... :.........:......... ......... _ Z r +- i�53 Q.l ... �. ..... I I } i I t p O r� I 0l,g- i D I o 00 ova 4.91 l C i ,"� y j Z n1 O X : D Z �4.99 I ( + ou -1 Q Aj A -� ' 1<4.98 .�....... .. ... .......... ..... ..,' 1a.190 I t �._ _�II + I a!»�T � r- m STA 36+30. 33.1' R. m RIM 17.49: CEO 1.29 I - N F, (--=--- D 5.24• I LE. iN E:13.56 :. t itn Ill! ' (( LCPE tE'`M�'N:'1'2.56.. 1 TC 9 - A l.E. OUT �S 12.5600 ATCH' LINE STA 36+50 <n o• :tin o ......' ....... ....... ... ... . . Cn 700.7•bhrrr A.vrw !lSMrr Pray CM w qrn ""PROM � ,'.20' "'� � AlMft CITY OF OAKESDALE AVENUE S.W. EXTENSION DEC. 1997 m PHASE IA- S.W. 27TH ST. TO S.W. 16TH ST. RENTON D5 DATu,A DRAINAGE PLAN AND PROFILE Plonnin /BuilCing/Public Wolka Dept. N0. REVISION BY DATE APPR '01�" Gregg REVISION PE" Adn'`"''"°`°' STA. 36+50 TO STA. 42+10 39 96 'ilia ..... :........ I I �... ...�. ....... .......t�...... A i 1 ' ,I ' LIN STA 36+ _ - I I ', }. 11 J. ....... ....... ....... i8:0io0. - ", 0 I t o N t�. „ I M i� 1 y 1 l N CD LA - > J I v 5.30: Ifn: • L In .............................. - 4 I m F I; c CB TYPE Jf 0 + CT. � a 5.70: + .......: .. ..RIM-17:15':............. � 1 - to 0 o :I Ix. E :14.40 �T . o NJ N:12.680 I LF. �:N OUT) L 12.68 G77, bL ....... ....... - �' 05 Io o 'A J :I _ I +LA I j 16.43 I cl 0 • � .... 1 I • I 1 _ f 1 c g ,11 y g yy CO 7 1 1 i 1 l - __}-- I $ ;Z. C, J n : 00 i 1 OT 38+50.62rn U n I a 1 RMIt 16.80 ' 1 Yg{�,'0 A 10 �_Zl jlS9 :I IN E 14.33 h I' i r, o } ' C : LE. (IN) N 12.83 I } 1 I CJ= }•i 6.02* �.... I:C:'(OtlT)'R-12:83.. �" 1I7.�tJ0 1. .. H }. 604:I.... ....... I L1211. 1) 1 I y 0 cl }l� , 'I � .� z I `f i I m11 n z� , 14 :Ics LA . } J6.04 . . >E J. ... ....... ....... ....... } t Ln 4m to �' J 1 I r gN o , � � R A •I C� TYPE 1 ? L.COD 8 py. A. +.A. ' .LT:.........: i N ; ,i �'. , I1 1 +o }•tly:0S0 I. .....:o RIM 16.35 i I g �` /t? V z LE; IN) E 13.01 I :I N .N LE: OUT) 5:13.01 �16.17 ....... 1610b;I. STA 4 + . ..........' i d+ I - RIM 16.33 y -El' I.E' OUT W:13.09 I I � A I A I >.+ { i 'Z • a F .................... S.W.WIM ST. + { " ...i/ �• _'- - :..... .. ... .. 1 + -LPL i0 N i2 -L 0 6.�90 _ Wcn rn f+'1 ZZ5 -' I � } AC5: 41+55: � :) o zx Z q1I S i i Z zBI16.42 , - ++ ` :. ....... 0V0 mu r � CD CD n x � m N J4N. 21 o N � STA 42+00.0, 32.5 RT; A m N RIM: 15.86 12t'* l 0.785% 44 LE. �114 : d +l p6.00 l........ I W 13.30 :. LE•.: .N-43.30......:.........: ,1 jj I.E.: OUT) S :13.30 I � W 42+1 // � o cn o in a � cJ,z XJ0.I 735 IIW0 Awnyr rbr4l -16M ftom � �'°��"" _►® CITY OF OAKESDALE AVENUE S.W. EXTENSION DEC, 1997 PHASE 1A - S.W. 27TH ST. TO S.W. 16TH ST. WNW- RENTON WINDATUM Pionnin�mmermon/Building/Public Works Dept. DRAINAGE PLAN AND PROFILE D6 NO. REV'SiON By DATE APPR »�-o Gre99 P.E., Adm;nist,otor STA. 42+10 TO STA. 47+80 :.........:.........:........ :.........:.........:........ MATCH LINE STA 42+10 ;tJt O tft O t1t ;O ys.a9 r&....... .....,.. A h5.12 ct S.t2�I + L j. +..off A l ICo r I �I \YI � ��l� jMi -� (i -_ � o.�� I j �j wC W1�d-7/�• PQ /1/1/-Z ~ �F ^ i unr hnrro A 5.00:I E 11 C8 TYPE :1 / I A 4 + 2.5 L /1/� :� :RIM 16.85 A it I.E. IN VY 13.75 I.E. IN N 13.75 A I.E. OUT} S 13.75L14 ; It5.i9: ....'f.. j+... ... .... . . ..... ...:CONNErrT:EX..2'0..P.VC.......: :I :DRAIN STUB FROM UTILITY - - °•u / VAULTS TO THE CO: ��^^ 12X.' •I + , 40 _. f�5.53:I o Pp STA. 43}80 oN 1'J:�'I4I ;I :ELEV. 15.91 v Y n :I O NRORNED 00 -No tizOonri rnn v - m m ca kr i' I16.06:I 'P I z I - 16.71.Ic - f � Y ecrn I .IZ A .x �� A '- •� 1. ?•t. I16.43:I>$ 9 '9.OhfI .m.� . ......Co . Fn- I16. C8- TYPE 1 x' _�- RIM:18.52 :I LE.:((IN) N 15t.42 a•u w $ v' A I LE.:(OUT) S 15.42 Eq I a m r 14.80' ... .:.... ! �s . y w- � p 113.14:I ti + 1, 5, L. i..... ..... ....... . ....... 01 �io.f6oN ' \ I O D + A 1 _ g� I 110.03 ........:. + gig A at . I + 1.758� ........�. .•N 'PVRC5'46�05.........: �4 8 j ;1 m m `I Pj-oo cD�..�r � ; 1. v M PVRCE: 21.89: I i i o� 6 y Cn r� i vt Ti Tz + 10.95 ... :. .......:.........:.........:.........:.........: �# I rR _ o 11.40 s�. , o z N 1 C TYPE 1 N1 m A A 4 + 11.5 a ' MI0 0 D 12 46 I RIM 23.40 N/ SOLID.: Z D + 23:365...............,................ :1000ING:GR719E.... , � I o D E. OUT) S 19.92 I v' 1 i pa { + M 1 .75 CONCRETE FILET I `g ` f it ' O N ................. A 4 + RIM 22.91 � -4 i -1 A I.E. (OUT) W 20.38 / �' 3 O x v 15.71 :` iI Z Z 'z / f QI D s 17.13' 1 0 `� QJ ��I 1 it / v Q. - O 00 ` r t0 m _ O N - , 17.59 I....:......... . C LINE g --�,.. m o 1 m Cn :ut �o iu+ o n....... o .......: . 4 7'+ 0 DING NO� OAKESDALE AVE. SW EXTENSION—PHASE IA D7 DRAINAGE PLAN AND PROFILE SHEET 5 1RC 5 � •e� -_ --..t.��9. ,d r4p,rG,�.� w�� , D R E E STA. 47+80 TO STA. 53+50 41 of 96 Z= awe r�rvAelr no+ -. e yh\ w --_ •Lwtad on M5. �`'' ..J"' +.ss AAeAo LJ N? J In 0 fleV. I164 I /1 -f1 w 3 I— + M 7Za16/Z60 f �J j i p M hUY f-uj M IO f 541M uro J - +.'�� ' •s+ sni�i f2- ��1T/ J s xc�N r t � W n It f ,�. -� w Ockc■4u -y.r r o .cws tf ` h - CONNECT TO EX C8 1 � ' Ta i ROE. it. _rs nrx w A4k II .'_-H4 LAw GM TO". 3 Z �� rf ;°c`owIsi ° a� / ` r R�Of< ADJUST CO TO GRADE W/ fww0 a� I�± ! carc. .A.. .� N In N + `_� 11y�8 _ SOLID LOCKING COVER �ewu 1 .N1 \ I' ' La= Z O � � r �. I.E. (IN) 12-0 14.04 Z �- 48+00 e l I.E. (IN) 8-0 9.75 - QN '� ` c / �/ A + CB TYPEL CB TYPE 1 CB TYPE 1 s v rI eftu T,s J N �, ` cR�T} RIM 20.29 A +4 2.5 LT. STA 1+95. 32. L . I.E. IN N 15.50 RIM 19.24 Q ( RIM 18.39 ` cear. I.E. (OUT) E 15.50 I.E. (IN) N 15.65 I.E. (OUT) -- N N •t 49+ � O�� LE. (OUT) S 15.65 +ac4Awc .M1 i ( f 0' 00 r po an Ilew o w _ ,. ; - / , ,z-. PE a � l-- - 3.3x STA 51+50.0 12' L00 -ACCESS . �„c�,` �r• �F �"r:, ., `_ '- - RISER W.Q. VAULTNO �; 'il t t l ownr RIM 21 .Q+, TOE MIDPOINT) w,,,,/.�►_ �' �� 7w'er " I- a f O O S E `i \.' ,1�. - �f�1 f.. hM `.� I��r1'- M.' S .7 SIB•_. _-'•��.r. STA 50+95.0 12 LT. v�slselTc ss� w Is .1-r rs W n a i J I W.Q. VAULT END ACC $ RI ER R�(� (INSIDE MIDPOINT) RIM 19.56 V U E G (' WATER QUALITY VAULT DICE A I �;I n.v 2. Wj-mar �. i:' 4 L x 1 W x 8 H • E �.�� y,5 SEE DWG 013 FOR 71 0 1 .1 L n •�' k•' NOTES O 1 // v a'(f1 r_.DB -9(TOE Q-� L. ': f, ram,..•u„� s ' / SfAIS: ---'-"� _ ;1"^str,r Te '-- c)4 I ----__ ._ ..r4 w___ a Vwu{r qN" , i 1 _♦. )- AQt-G�TO GRADE- __' '^ �� — «f "b n `•; -i / / REFER TO ORIpNIII p ��• FN.L-SIZE CONTRACT/ N OOCt1YENTS DATEO / O UTILITY CROSSING WATER QUALITY VAULT DECEYBER t0Y7 e LIMITED CLEARANCE VOLUME f - •y � • � 2,985 CF, 1007G OF REQUIRED VOL. • `�!•�+s�' ; BACKFiII TRENCH WITH COF TO BOTTOM_ 10'x54', 540 SF yl PiO ! t 4 CROWN ELEV. OF STORM PIPE, TOP OF DEAD STORAGE: 10'x54', 540 SF. 159% OF REQUIRED AREA r' FULLY ENCASING STORM UTILITY LENGTH TO WIDTH RATIO: 5.4L:1 W }� - w ABOVE CROSSING LOCATION. 9• 1 -^i �'ae-e�ces�.•et«.ram•.-.-�+et.�ra��re�-.-R•r�1 y Lei I .. �• h, :+. , g ........ .... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ......... ..... ....... ....... ....... ....... ...................... ....... ....... ... 5 .. .. Ln .PVI STA. 48+55 at Zo J J rr : m+ m+CO : J: 3O .........:.........:.. _r . EIEV"28.53..... ....... ....... ....... o...:. :. o :. :. :+d w m W OI IA+ ^ tn +If 01 �. . ....... ....... ........ ......25: .................:.........:.........:......... ........ ........:........ ....... ....... .. ........ .. ...... � ..... a �. o m•, 'mr 2- ACP OVERLAY in w + ad 20 .........:.........: ....... .... 'J.Oo; ... ..... .. .... ....... K a5 c' zow + - - — 15.. . . : 4 —F 12"0—D I � B 1CL.. ......... ' ......... .......... .. .. : \ .... ... � .........:.........: .�.L Z 0L N 02.00% :PO : `4"0 CA: I �• 2t♦ SO WATER QUALITY VA%1LT 73LF 8-0 LCPE MAINT, I: — V 12 e WA — - - � 1 I PIMP N IP N — —v " 1. U 12 0 NW 15.50 24"0 SS : I.E. OUT 8'.•NW 9.90 ........5:�........:�........: ........:.........: ........:�........:'�........��.........?/.....:?........: ... .: ........: ........, ........:�.......^:a.........N........:r..... .:�........:cb........:cb........:�........:^..... .4-.......'........:�.`. .: ..... ..... .. ...... .rJ.. ;a$ ano:a rn: r^i:o rn �!:a n:co\ �:� N �:rn o g . +:n to 40: �"� ^:n $:°D e N _n:o o:� rn:a rl$o a'n iO ocle ^^ ?In / n . ^ ^. ^:� ^:fi o'r n:� r•1 ' o' ^' ^' ^' a� ao' ao-� ai;� oO: co r� n m to ^ ram• ^• f1 to to wi• Irt \.-:f .4 .n .n .n •N .N O •O �.VI �•Or �•m ^a0 �.co �•n .--^U ,� :N ^,N ^.N ^•N �•N ^N •N \N / •N '-.N �•vy "N �M ^•N �:N �•fV �•cv �•N ^•N . 4 48+4 4 + 4 4 4- +00 504-40 +8 51120 511605 + +4 4- 4- 0 OAKESDALE AVE. SW EXTENSION—PHASE 1A D$ o 4 DRAINAGE PROFILES 42 96 I 0 Ln j I +a! { w3 �� I_ I I I 8 p - t h cti E'-- C �, FINISH CIRADE <^ n — n I I h nRIM TO E 18 l •. w= O_ n vi 3H:1v RIM' van — — -^ — I_41 ` i� — — — iF7NSH CRAD£r I - _ - FINISHZ n — WAER ! FI SH GRADE 3H lV TO tb►� IF 1'I N Q' z I p P ` 1 • `uj 3 V1I I 1 • Q}2"0 WA ]2 0 A ` 412"eiA QO Q72" WA , ! I ! 12"" LCPE I I I ! wQ 1 120 SS I l I I { 08"m SS i ! 08 m ss ^ ' I 0 a I l ,oa` ss� x I ® l I !a i i ® ssl\ I i n•• s J\ Ire s s l \ I 7p ( 1 I r 1 $e 1 ! { I t 0 p ;E Y l V v Vi ! a !STA i +50 I 16 50 S 17 5 19 7 WIN Y { co� to 1 a W ! RIM TO FHASE 1B S a FINIS I GRADE < h Na 11 f < a cIdev- I ►� ( I n olly cs �� ac� ~ U V1 " FI M GRADE V) U VI FNl V TO RIM T 7-- F— — — — — — — — i, — T — — MrCt I 1 • • L ! v n PONDI $ t o s`e wd j ( + o e"• n I I e sim WA of U "0 LCPE 8'o WA i i 2 -• LCPE ' m LCP 1 I � E ` 1 t � � toB"e S5 18"o SS j a 11 72"m sl 1 Oro ss n"•. ssJ\ i 1 zs ssl\ 1 1 ! } }�} �z m ss( \ 1 1 I •I 11 1 J , 1, I I I� I 1 f STA 21+ t ! STA 122+60 STA 24+00 ST 25+ �- 1 I f I folt so"IUER TO 1 i oEcu+ee• aof { ( NOTE: , Loo - ALL DRAI E PROF) S ARE C T ALONG ONVEY E PIPE CENTERLI S AND NOT NE ESSARILY RPEND LAR TO THE ROADi CENTERLI E AT THE STATION R FERENCE THE pRNNAGE`PROFILE S ATION RE�ERENCE IS'FOR V1C TY i LOCATION URPO ES ONLY. ^ ! DWG NO. o _ _ OAKESDALE AVE. SW EXTENSION-PHASE 1A 10 09 p SHEET ` ( DRAINAGE PROFILES 43 of 96 Z I I II <A + ZO� I ♦ I I I + Z < ! z X{/) Ln W rn W O1 i. I I I W OLi a.�_8 > ( +'� a li � 0 J r N ~ ! 3 O c� o ! � � �« W= CL � -♦ a IN f Z n cWD r $3 Q N Z - } f DI 1 1 _ 11010 } b f 1 - `I 3 ; ' ~ 0 1 af Vj ON 6C WA I o 24'b a 8`m A 1 8"m W W w ' Ow CD { z I ^ I � Q 1 I _ 11 a 72"b s ` ! I ! 72"o ss/ e ! I 00 H y H W .a v ST 26+ 4 A 26-i�95 I r C4; goCie do • $ $, x + t�i g j ab ion-+ +c x I I n e N_ O: 20 rn I ' �� j u n iwJ 3 n pp ) t ♦ C G I ♦ LCPE +2' t2 1 I -0 LC — i 6t 4 i 4+f 2 I RCp i} • I R ° I io I ` iio I; C.I CONC. COLLAR AT I PIPE + I V I j ILA CHARGE JOINT ca 4 I ! I o I I z W W 108 e ss a oI 'Olt I I < I 72"0 s 1 I 1 a} 72"0 s� t ! g 7z`e s/\ ( k 1 I n`�f sS/ I tD 1 t i i c A STA 2�+40 9+8 A 301 10 i STA 31+ I FM ~` f WER 10 NOTE: ALL DRAT £ PROFILES ARE C ALONG ONVEY E PIPE •• I f jEHfNT ROAC ERU CENTERI E ATS AND ARE THE STATIONY El L)LAR R�FERENCE THE j DRAINAGE PROFILE S ATION RE RENCE ISf FOR VICINITY I LOCATION PURPOSES ONLY. T DWG NO OAKESDALE AVE. SW EXTENSION—PHASE IA D10 SHEET I DRAINAGE PROFILES 44 OF 96 Z� Ot2I I 1 ! l o II 3~ O2Au 4n ^ t�2 Z W — _ pl W3 � I Q 1 N Q N p ! m. n o Y< w 1 w z I I 1V) OEING QO I-K - I 12"0A I� 10 •0 SS cn a �a I 7 _0 ss/ \ 7 ". ss/\ 72„ SS/\ I 72"o #S/ zX w 1 i 00y i I i ! f 1 j �I I W a STA j 32+9 STA 35+0 ST 36+ STA f 37+3 � � I I j I � I I o , I .1 I u4n "� I <- 'n P w c� }} a V Nw N — in I'll _ Z' PNC BOEING JOP. 2"0 IVC �BOEIlIG PROP. j 2-- WA 18'0 p I 1 •R 1 z Oi - III Z I ! of 04n aIa n BO ING PROP 12"m WA g Y16 ¢I l or ¢ �aoZ I j SCEIN PROP.- S Q z z (2) 2 "m BOEIN PROP. o� i 1 m SS CHILL D WATER �08"� S ^m zo 108'0 ^ / ` HOT ATER a l 1 11 m nWl 1i ImLi z ss I 1 72-0 E \ /\ LiIII / 1 ss 1 W / f I 72"m s z I t f o v I f . I I 11 i t l l I 1 I ODi f j I l t v A 38 62 A +14 ST 42+ 1 ss LTA 431+77 , 1 � REFER TO SRE coolwy i NCLWWS TEO DECEMM ii7 jf NOTE: ALL DRAINAGE PROFI ES ARE C T ALONG ONvE It PE I ! •• ICENTERLI S AND NOT NECESSARILY RPENTO ! THE CENTERLI E AT THE STATION FERE14HE j j DRAINAGE PROFILE S ATION RE RENCE IS FOR V I f LOCATION PURPOSES V. ' I a OAKESDAEE AVE. SW EXTENSION-PHASE 1A DWG NO. Di LOCKING MANHOLE SHEET RING AND COVER DRAINAGE DETAILS 45 OF 96 • Zlk 12.0 LCPE oto 01 w 3 6• EX. GRADE (TYP.) BAFFLE �4 w J 3 N NLLJ ••► I. 13.55 �`'� i fie. ®4 f= = w til(cl ' Rrp ASPHALT s c� f. • ' Q N Z_ I.E. 11.80 ~ left w 3 I.E. (IN) N 13.60 A. Vi 2' MIN. 0 I PLAN 0 y Q BAFFLE WALL SHALL HAVE /4 BAR AT 12 6- F••— Q - SPACING EACH WAY, 6N 0 N MIN. 2• MIN. 1. EX NOTES J..iCEPT AS SHOWN OR NOTED, CATCH BASIN S SHALL E CONSTRUCTED IN E REQUIREMENTS FOR CATCH BASIN ACCORDANCE WITH THEE — ff �� 72-0 TYPE 2 CATCH BASIN ., TYPE 2 72- D4L C B TYPE 1 D W—8 STA 2+31 .5 11 . 7 L T. H SCALE: 1--4' 2. BAFFLE WALL SHALL HAVE r4 BAR AT 12- D 6 d° ELEVATION SPACING EACH WAY. ozO 3. PRECAST BAFFLE WALL SHAH BE KEYED AND E+ q GROUTED IN PLACE. GENERAL STORM DRAINAGE NOTES: �-z ti E,•Wa — f ^ 1. PIPE LENGTHS AND SLOPES CALCULATED CENTER OF STRUCTURE TO x A_ ECENTER OF STRUCTURE. PIPES LEVATIONS SHOWN ON PLANS- TO ENTER STRUCTURES AT INVERT CB TYPE 2 STA 15+61 . 0, 46. 6 R T. SCALE: 1--2' 2. UNLESS OTHERWISE NOTED, ALL CATCH BASINS SHALL HAVE LOCKING M D OPEN CURB FACE FRAMES AND STANDARD GRATES. 3. STATION AND OFFSET CALLOUTS FOR AREA INLETS AND CATCH BASINS ARE NOTED FOR CENTER OF STRUCTURE. 71 4. UNLESS OTHERWISE NOTED, REMOVE AND DISPOSE OF ALL EXISTING g� LOCKING MANHOLE CULVERTS IN DITCHES PRIOR TO FILLING OVER DITCHES. CONTRACTOR RING AND COVER SHALL DISPOSE OF PIPE OFF-SITE PER SPECIFICATIONS. 5. ALTERNATE PIPE MATERIALS MAY BE ALLOWED SUBJECT TO ENGINEER'S WRITTEN APPROVAL. 1 � , a U • J N '" 12- LOCKING MANHOLE 1 � 1 Ali j .ti RING AND COVER �I.E. (IN) NW 12.20 rn I.E. 11. 4f I g 2' MIN. w BAFFLE WAIL SHALL HAVE /4 BAR 24-/ LCPE 24-0 LCPE 6- .AT 12- SPACING EACH WAY. 2* MIN. MIN. to 72-0 TYPE 2 CATCH BASIN W ASPHALT LOCKING OPEN CURB FACE u FRAME AND GRATE ELEVATION - - 11..�E CEPT AS SHOWN OR NOTED, CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE -- WITH THE REQUIREMENTS FOR CATCH BASIN f FOR '"♦ TYPE 2, 72- DIA. f SUTURES _ ♦ rtAt00N£D UGT v� NO SEALS. 2. BAFFLE WALL SHALL HAVE E4 BAR AT 12- �^ REFER TO L 1 SPACING EACH WAY. PLAN 1 F1AL-SIZE CONTRWY 1 ♦ DOCUMENTS DATED I 3, PRECAST BAFFLE WALL SHALL BE KEYED AND ; R 1p�ff Elm GROUTED IN PLACE. CB TYPE 2 STA 30+09. 0 34. 6' D 3 CB TYPE 2 — STA 25+50f 41 .0 R T. rF% SCALE: ,--z' SCALE: 1.=2' p 3 i- OAKESDALE AVE. SW EXTENSION-PHASE 1A DWG NO. N D12 SHEET ' DRAINAGE DETAILS 46 of 96 N PHASE 18 CONSTRUCTION PHASE 1A CONSTRUCTION _ (N.I.C) Z t- O �'- 4' VARIES VARIES VARIES REGRADE PER DWG W1 w 3 x� x Wp Ln J I r------- --- ----------- _ MIN. EL. 13.9' ;$ N N wp ------------------- _ _ APPROXIMATE EXISTING GRADE— — — — — — _ _ — 1 = j= w i S10FSLOpE - - - - - - - - - - - - - - - - - - - - V Ili,i >N Z ARifS - TOP DEAD STORAGE EL. $ Q 4' DEPTH SAND AS PLACED 3 Q N 4H.IV NO COMPACTION BOTTOM EL. = 9.6' w WATER QUALITY POND AND DISPERSAL DITCH NOTES: Q Q 12" DEPTH QUARRY SPALLS PLACED ow ON PORTION OF POND BOTTOM 1. CONSTRUCTION FENCING SHALL BE INSTALLED ALONG GRADING to (SEE PLAN FOR LOCATION) DAYLIGHT LINES TO PROTECT UNDISTURBED AREAS. SUCH AREAS Q SHALL BE FREE OF GRADING. FILLING. STOCK PILING. VEGETATION S o_ DISTURBANCE. AND EQUIPMENT STAGING. WATER QUALITY POND 1 C 2• SEE D AND oO wa FOR PLANTING PLAN. 3 3. OVER-EXCAVATE CAVAV ATE t FOOT BELOW GRADES SHOWN ON PLANS IN AREAS !' WHERE QUARRY SPALLS WILL BE PLACED. NOT TO SCALE z D 4. SETTLEMENT OF SAND PLACED OVER QUARRY SPALLS IS ANTICIPATED. c FINISH GRADING IS NOT REQUIRED. O O 5. PLACE SAME QUARRY SPALL AND SAND SECTION USED FOR POND >.Z PHASE 18 CONSTRUCTION PHASE 1A CONSTRUCTION BOTTOM ON POND ACCESS RAMP WHERE SHOWN ON PLANS. 6. OVER-EXCAVATE 6" BELOW GRADES SHOWN ON PLANS ON POND F W pa (N.I.C) AND V-DITCH SIDE SLOPES FOR PLACEMENT OF TOPSOIL. 4' VARIES 15' 20' S' S' -REGRADE PER DWG w2 1 I j I r-------T--- — — — APPROXIMATE E RAD EXISTING GE— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------J TOP OF BERM EL. 12.5' I TOP DEAD STORAGE EL 1 SH:iV = SH:1V 4" DEPTH SAND AS PLACED �i NO COMPACTION BOTTOM EL. = 7.5 12" DEPTH QUARRY SPALLS PLACED ON POND BOTTOM (SEE PLAN FOR LOCATION) # WA TER QUALI TY POND 2 E NOT TO SCALE D 2 1 a PHASE 1B CONSTRUCTION PHASE 1A CONSTRUCTION (N.I.C) 4' VARIES 20' REGRADE PER DwG w2 VARIES 15' REGRADE PER DWG w1 — — — — — — — I — —J1 4 — I APPROXIMATE EXISTING_GRADE — — — — — — — — APPROXIMATE — — EXISTING —_XISTING GRADE — -- 'T 4 �QUARRY SPALL PAD -----------�--J —.{1 ' TOP DEAD STORAG QUARRY SHALL PAD TOP DEAD STORAG _ V V H: ♦` FOR 0 srwA7uRcs � BOTTOM V-DITCH EL. 9.50 BOTTOM V-DITCH EL. = 12.1 ` µO SEALS, ` V-DITCH OVERFLOW EL. 13.60 1 FULLREFE 70 ORKMACOWRAI V—DITCH OVERFLOW EL. 11.50 AND TOP OF DEAD STORAGE Ftxt-s2E coat= ; AND TOP OF DEAD STORAGE • ooct�cMrs aTW f � oEc[w . 1yy7 DISPERSAL V- DITCH 2 D DISPERSAL V- DITCH 1 ,J '~- NOT TO SCALE D 2 NOT TO SCALE D O. OAKESDALE AVE. SW EXTENSION—PHASE 1A W N SHEET o � J K • 14 14 WATER QUALITY VAULT 47 of 96 Ir - - - - - - - - - - - - - - - - - - _ - � ADD 088oT04- �c~D I I I ADD 2 t3 /7 DOT O 4" EA. SIDE OF OPENING CONC. BAFFLE ui � X N 4;�'e W oQ 3 I I I 36"o ACCESS MANHOLE (TYP.) 6� N Ul I I WITH SLOTTED, LOCKING COVER ? Q - - - - - - -Li - --- - - - - - - - - - SEE CITY OF RENTON STD. PLAN 8028 - J _ y$ n ;(V Q a Li 3 w 14'-10• 6- J Vi Q w I 3 27'-10' CONTROL JOINT SPACING 27'-10` CONTROL JOINT SPACING a a GENERAL NOTES: 55'-8- Q 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN = ACCORDANCE WITH THE REQUIREMENTS OF THE STATE a PLAN N OF WASHINGTON, DEPARTMENT OF TRANSPORTATION, r U> STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND E SCALE: 1/4•=1'-0' MUNICIPAL CONSTRUCTION DATED 1996, AND CITY ILA OF RENTON SUPPLEMENTAL SPECIFICATIONS. wz V SHEAR GATE CONTROL ROD O O E EL. 21.04 2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE Y BEND AS REO'D FOR VERT. WITH THE REQUIREMENTS OF THE 1996 AASHTO >-E s STD. GALV. LADDER FINISH ROADWAY GRADE TOP OF SLAB EL. 17.53 ALIGNMENT WITH COVER. STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. Z a W OR STEPS TYP. ATTACH END TO SUPPORT E�W �a EL. 19.56 STD. PLAN 8034 EXISTING GRADE BRACKET ON INSIDE OF 3. ALL CONCRETE SHAH BE CLASS 4000. L) _ _ - - - - - - - - - - - - - ACCESS OPENING. 4. DESIGN LOADING: A �g1Ei ` J LL: HS25 1.2' MIN._ _ _ _ — - 12•0 OUTLET PIPE SOIL DENSITY: 125 PCF 71 Q CONC. BAFFLE_-- _ r - - - - - - - - - - - - - - - - - WATER TAB FLUID PRESS.: 45E PCFF $$ 0 12•0 OUTLET PIPE 12"O INLET PIPE WITH 90 ELBOW AND 8•0 MAINTENANCE LIMIT OF I.E. 13.50 14 AIR RELEASE HOLE J DRAIN W/SHEAR GATE STRUCTURE EL. 12.0 EL. 8.9 5.6' wETPOOL DEPTH I.E. t 5.50 24' MIN. I.E. 9.90 EXCAVATION (T Y P.) --�E L_8.7 - --- - - - - - - - - - L `-> - - - - I- - - - - - - - - - - - LEGEND BOTTOM P 1 4 SEDIMENT STORAGE DEPTH/ BOTTOM SLOPE 0.6x 1.3' 6" (TYP.) 1 I IDENTIFIES SECTION, VIEW OR DETAIL GL EL 8.6 �a1� DETAIL M D14 -TAKEN OR SHOWN ON SHEET D14 -j SECTION e^ISATAKEN IAND SHOWNOON tTHE SAMESHEET SCALE: 1/4 =,'-O" - BOT BOTTOM CL CLEAR EA. EACH �$ ! BAR LIST EOUIV. EQUIVALENT 1 GALV. GALVANIZED ALL REINFORCING SHALL BE AASHTO M31. GRADE 60. HEF HORIZONTAL EACH FACE HIF HORIZONTAL INSIDE FACE MARK SIZE LENGTH NUMBER WEIGHT BENDING DIAGRAM (ALL DIMENSIONS ARE OUT TO OUT) HOF HORIZONTAL OUTSIDE FACE HOR. HORIZONTAL 1 5 12'-10" STR. 39 522 ILL LIVE LOAD k' LONG LONGITUDINAL a 2 5 (A) STR - 675 V-3" 1 -4 V_0" NTS NOT TO SCALE I o o OUT OUTSIDE tD 3 5 3'-4Z" 264 928 PRESS. PRESSURE 4 5 (A) STR. 264 2340 0 ^ REQ'D REQUIRED SPA SPACED r STR. STRAIGHT 5 4 (A) SIR - 766 a 10 TRANSV TRANSVERSE 6 5 14'-34 10 149 7'-0" VEF VERTICAL EACH FACE VERT. VERTICAL 7 5 25'-i" 14 366 E8 I 9 5 5'-92 20 121 2'-0" / S NATURES y 5 3'-11" 140 456 qti AND SEALS. 2 1'-4" V-4" • REFER To Onto w y 1 8 1 t'-4" STR. 60 1 B1 5 © f n l DOCUMENTS T 12 7 %OECEUKR 1"701 1202 A STR. - • 13 1 7 8'-0" STR. 8 131 14 5 9'-10" STR. 4 41 15 1 5 3'-8" STR. 7 27 (A) P-'ERM!NE FROM PLANS a OAKESDALE AVE. SW EXTENSION-PHASE IA W 4 p 2 SPA O 1'-6" 5 SPA O 12" 2 SPA O V-6" o SHEET TOP OF SLAB WATER QUALITY VAULT 48 96 v~i 10 12 /7 LONG - LAP 3'-0" 10 /5 DOWELS O 12' SIDE AND ENO WALLS 1 -0 = 56 11 /8 X 1 V-4" TRANSV O 12" 2" CL. 2'-3" 10 /5 DOWEL.EA. END (TYP.) 0 N oJI ao w3 _ 2" CL. (TYP.) x vi 2 CL. > \ 4 14 /5 HOR. O 3 EQUAL SPACES ROUGHEN JOINT w Vf } o O7 /5 HOF ENDWALL O 12" CENTER IN BAFFLE F- � 1' X 1' V-GROOVE J �x Q i AC FILL 3 p N � 7•_O" AT CORNER �7•-O, W/ SEALANT Z ggt + Q p 2" CL. WATERSTOP Vi ~ 2' CL. 9 7 t5 / 5 VERT. O 6 EQUAL SPACES 9" a w N 1 3 10 0 /4 HEF SIDEWALL O 18" t..l ---o--� Q 0 N 9 /5 LONG O 18" - LAP 2'-0"ui 1, a 39 Ot /5 X 12'-10" TRANSV O 18" 264 ® /5 VEF O 12" SIDE AND END WALLS SECTION K a J SZL- 0 i5 DOWEL TO MATCH VERTS. NTS 13 wZ 00 9 N DETAIL 6 3" CL. t0" 9" 2'-3" �Z ''aYY W - L F•w 6d 2'-4" 2'-4" 1'-3" U 13'-2" y� NOTE: CUT SLAB BARS AT MANHOLE OPENINGS SECTION AND ADD BARS PER PLAN. ADJUST WALL STEEL TO ACCOMMODATE PENETRATIONS. SECTION I JTS 13 j\ CONTROL JOINT IN WALL 1 3 / I NTS � /5 7 O7 /5 HOF O 12" Ell ENO WALL �\ GRAVEL BACKFIII 5 /5 O 18" EA. CORNER �\\ FOR WALL I SAWCUT /4"OE X 1" DEEP o CIO FILL W/ SEALANT ® /5 VEF I \ • • • �\ \\ WATERSTOP IN CONTROL JOINT 5 © /5 O 18" EA. END WALL 3" FILLET \ 6" X 3/16" CONT. PVC WATERSTOP 5 0 HIF O 18" EA. CORNER - LAP 2'-0" �/ ♦ ROUGHEN JOINT _ SECTION M WITH 0 /4 CONTROL JOINT IN FLOOR 13 SFOR / • 6" GRAVEL BACKFILL FOR FOUNDATIONS "M �S• /\\ COMPACT TO 95z \ �\ .�\.\\.\\• ; REnR TO ONG.uL ; \/\ nnL-SIZE CONTIMCT . DOCUMENTS WTEO � SECTION 0 �\// NTS _ \/�\/�\/�\//\ DETAIL N � NTS - R< o OAKESDALE AVE. SW EXTENSION-PHASE IA ' NO. [. w U1 I UTILITY PLAN SHEET O r CONSTRUCTION NOTES �`P'� I. O B O7 UTILITY CROSSING. UNITED I I STA. 13+65 TO STA. 19+40 49 OF 96 REMOVE EX- 12'0 CONC. STU O I I TO W. INSTALL NEW 55LP,xsc CLEARNACE. BACKFILL ADJ MH TO GRADE 12"0 DI O 1.00% W// OUTSIDE`' W/ CDF TO CROWN ELEV. DIP DROP CONNECTION AT i I EXMH PER STD METRO DETAIL OF STORM PIPE, FULLY = O STA 18+12.55 I 35.10. TOP OF DROP 9.00. ENCASING STORM UTILITY 1 } t \• Z I- REMOVE EXISTING FH ASSEMBLY. IE (IN) W 2,16 ABOVE CROSSING T LOCATION. • V) O SET NEW HYDRANT & TWO GUARD I $ t I ; 1 O REMOVE EXST. FIRE SPRINKLER Z POSTS. WITH HYDRANT LOCATED 12',' "" ` $ B rae ASSEMBLY, INCLUDING VAULT. PIPING., T O REMOVE EXST. 2' • PIPE, w 3 + � 'r 'h"'�' FITTINGS, do APPURTENANCES WMM R W THRUST BLOCK, do BLOW OFF. I 4 t r" RT, PER STD. PLAN 8102 AND THE ?VJ / r SPECIFICATIONS. COORDINATE/ « tY D AND WEST OF THE 8'0 VALVE AT STA I STA. 1 1+03.8. 37' RT "-- w O RENTON WATER UTILITY. j I I ,_ � 18+00.1, 26.3' LT. INSTALL 8"0 SLEEVE LJ SET NEW HYDRANT -xY 3~ Z Q i ' •^ 1 3 (AAJ) do 12LF 8-0 SPool. BACKFILL W/ PER STD. PLAN B102 _ F g N O3 RELOCATE LIGHTING VAUCT AI v O I I GRAVEL BORROW. COORDINATE W/ AND THE SPECIFICATIONS. o Oi In CL. CONDUIT. COORDINATE W/ BOEING g an I I COORDINATE W/ RENTON _- 111 BOEING Qc RENTON WATER UTILITY PRIOR c8 = O do CITY OF RENTON TRIG If.n TO ANY WORK. I WATER UTILITY g f- DIVISION. xxxs oos, I 1 ti w _J Lo W` I 11 F t - O STA. 15+62. 53' LT aoswo i F 4 O' SMH t -� - -- I. w 3 O { IE8(OUT E 9.55 nc a nc _�_ t. ---— = "— 6 -x-- uw+ roK.roR vos, .,.___ 59 6" MPE IP o e wA R ��w CONC ro 11 VA.I raz Q I y I_ ��CCBB ��''�v''CC __ta'IK1R0 55— q/r NOt- �l — -- �i1"r pv— —1�`-- --- _ --.. r O N / ` '•a.�t ao+ A T st au N• AKE.�C� O r (� /•��y��. r01/YJ nnn 1 __ RY IQ69 O v. 161T "T, 1+�,Q _ _ _ _ 2 - - - - 1-4•►04 - - - j - - \\'-Tiers-.tbT- -1'SMi -- - - 5 - - - - _ N.aY[S • '^ - - -.=�„y;rww., _ } - - — _ �TfOO�, .n.�tLL— _S—vWw! —5 � _5— —S_ - - - - - - - - - -rn'uFrRo SS-y ••.+e..raaa.s - - -n.�[ ss -s- - -n•mEm ss- - -s - - _ - _ - - _- - - =•�-s " 40 Cz.Z d` C C/F F F F C/F C/F - - - - - F - - - - -F 0O of zsrM \ Slnv - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - _,L, ICY 3.e7 — F ; GENERAL UTILITY NOTES RI ' r5 ` V >�- .� - - �- - �z_ - - - - -s- - - - - -s- - - - - iNv. -J Oe \ l� 5- - -5- - -toe'ME SS- -5- - - - - - - - - - - S.- -. - - .- - �-.W a a 1. CALL 2 DAYS BEFORE YOU DIG - - 3 S -1 - - - - - - - - --J-�- - - - - - - - - - - � - - - - - - 1-800-424-5555. UNDERGROUND fA I UTILITY LOCATIONS ARE APPROXIMATE. I 1 co I m E 2. SEE DWGS. D 1-07 FOR STORM DRAINAGE WORK ELEMENTS. I C C 3. ALL LUM#"RE POLE BASES C y e•e. C W T v /uu O REMOVED SHALL BECOME THE I Cl ev ,',x !'�/' LINETYPE LEGEND: Z e a� PROPERTY OF THE CONTRACTOR. I ALL OTHER UTILITY ITEMS REMOVED r�� Y *EXISTING UTILITY SHALL BECOME THE PROPERTY OF I - - .wR« �-- Ya'c vcR,r-r~Y 1 EXISTING OVERHEAD POWER 8� Rti_ z� t - - � r Y +rsirts a ./ c.uv.,<a � -PROPOSED UTILITY � {g THE CITY EXCEPT WHEN"91 IS 9 I w .RaS c:z• _ ( ,oe . rs av T DONE BY OTHERS) AND SHALL Btvvtr(N=t+.st I - 77•(S)_ O z PROPOSED OVERHEAD POWER EU,,,Ia SALVAGED IN ACCORDANCE YVITIt"'YNEY"E�1O'� -PROPOSED UTILITY (BY OTHERS) d Fy 0 n ro r- - j PROPOSED ALIGNMENT do STORM SPECIFICATIONS. »6 I f� ! DRAINAGEh 4. 6" 0 GAS LINE TO BE INSTALLED I fi OB _ I bA - EXCLUDING OVERHEAD POWER BY PSE (TYP.) �i rYg6a i i• •'�, : I I I I $ /�`\F / - -- _ •• = & STORM DRAINAGE f6f 111 6 _ EXCLUDING OVERHEAD POWER FOR 9997 . SK;NATURES III1 C AND SEALS, F CONTRACT y ` I - 1 C— • y WE TO OOFFICINALtCOFFICINALAL 1 i / "C 1 i' —rD(i n ••uvo C FE&L-SI+ ZE ,. I • -1-Y7 R DOCUMENTS OATEO e I I I r y`y M`DECEYMER ty97� ,, 1 I � t ` --• PHASE 2 CONSTRUCTION PEi4.9E 1 OON3TRkliIi N ....... ....... .. 25. m � e ` _j ......2Q: ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ................. ........ ....... ....... ....... ....... ....... .. ....... ....... .... — - - -- - - - - - - — - - 0 . ....... ....... ....... ....... ... .`. - - - - - ( - - - - - - - - - - - T : Q .0:.........:.........:.:...... ... ..... ....... 1 ;L1L•1.. ..... ... ...... "u•:'GETRd'4s' (TdP owrl d t`n.. ....... F I I 8 0 METRO '1 ..•.�. .1..�. i.�. OOP SHOWN DNLY) :Sii' t - - - - - - - r- - --• - - _... - - - - - - - - - - - - -� L - - - � L: _ � - - - - - - -� - - - - -T T-r- .... .. ... 5:.........:.........:.........:.........:.........:.....................................I.. ........:lb ... e ... 5 . ^. ^l m, n. �•O ..�.68 ..�• N .� ..��. ':b Y n: �.Qo �. h.b O;bO" �0.. �. O. O. t0. - -cD.- - �!:- - G. - -OL--- - �.- - 4 - J O•e - �•Jr- - '=rao--- - �� _�- - - --� - - - 'rOP- - --- - -4•�-- - - - ^'"'-' - -f - - a , ^ .. ..^ ^ ^ ^ �^ ^ . Go �:tC m:tG �:tG :ri tO - 'r':^ - �`ri ^:e: n:� \ P �.1� .^ :1� �.Ip �.Cp �:m �:� �•aC �•aG 14� 14+4 14f 1 1 + 16+0 1 +4 1 17+ y 17� i 1 �4 1 0 1 PI 20'1'- OAKESDALE AVENUE S.W. EXTENSION —DEC. IN? .� �'-�' CITY OF PHASE 1A — S.W. 27TH ST. TO S.W. 16TH ST. ...> -� RENTON DATUM Plonnlng/Building/Public Works Dept. UTILITY PLAN U2 NO. REVISION BY DATE APPR �.�. Gr•99 ?—ern,an P.E.. Administrator STA. 19+40 TO STA. 25+10 SO 96 ,cn oI..I..•„v Io V".. . f�R�•�__��`. _—MATCH LINE .. .... . . STA. 19+40 I®I I / ICI� t/7/ I I t I 'g1sQ..l...... �l..l.... ;a.�4--- PVI'STA:'20+25 g P— N I I ) � — s -- inl ELEV. 19.02 - --- }. .. ... ....... ....... ....... i.•. }8.744 . .. -- mI Imi W� — �. : JAI � u....... ....... pR ! I I I � >c � — � I rn , 4 I i 8.$49 ..i. :. i.. .. EVM:''2T425. I I I I I. , I I / I I : lip EVCE: 18:52 i I ' 161.77 e.145o I... I III i , O C Zy '> pmmcvii�Ao i I I + .ib:I35b I......:......... i... ..:.........:......... ......... I III i I i I mo A• o�� n I Fi Ii _ 1 , pI LA xw 1 g.150 s m I I yf N m$�oy�vvts. �'�/ CN o. ih ..l..... OD ��z� _ NON i I III II � I 0 �NN �� p'i'7SSo..I...�V........ .. ...:.............................: I j I III D 'I Z o� `�x N I I I I = o I � m ,alas .I. s: i �N. . ....... ........ ....... I I I I i Cl I I A z �Z ^2 OOZE + ---OD jSq I............. . .. . I C ml N 1 i nn i I I II I foil 7 45�i. .Z-Z 4..Z ZZ ! :.........:.........:......... III 4 vm D m o C I III III 8 I r m o i - I I � l �IIII I . IU d:9�:.. ......:Z I I I I111 I ...' .......................:::....... i i i l III i Q + i'7� 50.. ...... ....... ...I .... ......... ......... ......... l l I � I C I IIIII I� ' I 1 .9 � 1............ . .:... ................................... I III II i o"I I I I N +.i17dqj - ..... D : I III i III 1+ fir- -� D (,17105Q SiCE: 17.02: C C I I I I { P +. ....... 1�. �:..I :..... :... .....:.........:...................: I I II b " I p F Ln al4�s,. I - III I I I III I I I i� o m I : - I Ln ;fi 87y..........:...... :... I.....:.........:.........:.......... { : I III II I1 � � z I -- ?> z z A 17.10 III I I '� OD 16.a#10..L........... ..:... .........................:.........: I I I + 2D Ii p 8 I I�MATC LINE _ III_ N N 7TI _ —I—I---- �- __— pz L' a .......�........ ........ .......: LSTA. 5+10 N rn a - OAKESDALE AVE. SW EXTENSION-PHASE IA DWG NO. U3 UTILITY PLAN SHEET \1 �•-�— M: ?`7 RCP„ w r i I STA. 25+10 TO STA. 30+80 51.OF 96 aw. 11a5 6'pK w s { I 1 I < ce rrPr r NV- rJIM 12 4W OUT Nr. ! k"A MP- 16 77 JWV-.r4.52 6'PK W I CtAWT MWV- 11.3!8'PK W S ;j�/NzO oD 4�,7r X(n OINV- 115a 72'RCP 1N swW r ) CWV- 1144 12'RCP"I'NE 'Ct_W WV ZN � O 14 F n --F F �F •� F ♦ O F8- IRR+ C F F I Q In N _._. -- - - 6 MPE IP G nowNc - - Q g s'PA: -+,:'ear•W4 su a 00WO ucT- ►.- -4 - uj „N ,,so w M 62 E 1 a 1 - -- -- 3 O O - ul) x— --- —C - OW - OAKESDALE A1RE_S.W____, � . f C R. — 7OD _ 39+UO� -28+00 - - q /F s-F S- - - - - - - =tom- - - - - - - -S - - - - - - - -1 MEMO ss_ - _ F_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —Z- 0 o E __ _ 1<n lO —s— — —s— — —s— —72'METRO SS- 1 _ I E-,WNwssWi.. ran I 1 5T� - - - - 4- - _ _ —T —s— — — — —Tor wrROI SY— — —s_ — — — — .— — — — — — — — — .— -- — — _ _ _ E I —s— — s o E — — — — — — -� — — --�`— — — — — — — — —I— — — — —s— — — — — --s— — — — — C �E CONSTRUCTION NOTES: - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 �1 F+1�••�1 � 13 O � \ \ t\ 1 ADJ MH TO GRADE O O I W O o tl O O 7 REMOVE PP 12 REMOVE PP AZ co p 1 (BY PSE) (BY SCL) , ] + .-I + 12 6 O REMOVE TELEPHONE CABINET 80 REMOVE PP ANCHOR 13 REMOVE POWER LINE I O (BY US WEST) (BY PSE) x1co O(BY SCL) I ' O STA. E VALVE 34' LT O REPLAC 115' LENGTH OF V1 U 1 , O REMOVE VALVE 60' W CENTERED ON 14 REMOVE ANCHOR I E d al � Q d O l 1 CAP PIPE. ROADWAY CENTERLINE) (BY SCL) E do E `�. 40 wowTOR04 ow (BY SPU) \ O NEW PP 10 REMOVE POWER LINE �4g uowroea�6cu \ O (BY SCL) (AND TIE BACK) O 4 _ 5 NEW PP ANCHOR — PSE)OR — n 1 11 \ ` (BY SCL) 11 CONTRACTOR TO TAP INTQV, 11:2.nua S.1 \ Nv_ Ill.. a RCP our E f dt PRIVATE WATER LINE WHEN Nv- "s.12 CUP OUT N paf�No ANc as O NEW POWER LINE EXPOSED IN SPU R/W. (BY SCL) IF NOT A LIVE LINE. ABANDON IN PLACE. 0' FOR ~, 11 sIC6MTUItES aa AND SEALS. ♦ .. ....... ....... ....... ....... ....... ....... ....... ....... ...... ....... ....... ....... ......... e A ,.IREfEIt YO'ORR MUI.;......................... FULL-SIZE CONTRKT y . X ♦ D00011EWT5 DAT�O �OECEMBER •30 ........... :'................... ....... 200' VC ... ....... .... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ... Y ......... .....{..n....................... .N �h •25 OR i0 !IAJ :.29......S..`''....................... ....... a � � �20 1v 141 : r — ---•— __ E4PROP 6SEE •6.0 PAC SO:90ENCPROP. 9'O :15 2 — — — II • I I t2:-6 RCP SD ' 60'0:WA ....... ....... ....... ....... ...... ...... ....... ... ...........?Q.................... . (S ATrtr Pumfc vnunEs... ..... ............. :.....�.�.:.........:........ ....... ....... :. :. :. REPLACE I I 72"o METRO SS I 6-� WA CEO4R RNER PIPELINE N0. �• WA I I ;(TOP SHOWS ONLY) 10B'R METRO ss �• • POTHOL��D E�. 0.3 (BY SPU) — IL _— — _ — — — — — — — — — — (TOP SHOWN ONLY) ...— — — — — — — — —' — — — — — — — — — — — 5..^ — — — — — r 1 — — _ :o..... o..... ... :o.- . .. -'b..... . .... ..6......-'o..... ... .. ........p.........6..........5. :. :�.. ..V ...:}.. b.. T :�.. g o.. :�.. ..n:C.. �: ^^ M O N ^• ^ h ^.. n rr�... .. :�.. ^ .� a �.. ^ e ^ n *:a; g�.. w:^ m:1^ oT: ^�.. N � ' ✓ ♦ Ml �•� bJ .^ ^ •06 •m OA O rrec'l '4ao- - - -/ �_ 1 Z + '^ �4 y 7+ 7+ �4 + � + +4 a —""" .� -ao' �. 6'.. CITY OF OAKESDALE AVENUE S.W. EXTENSION DEC. 1"7 Arm PHASE 1A — S.W. 27TH ST. TO S.W. 16TH ST. RENTON —""' UTILITY PLAN U �� r� DATUM Pbnning/Buibing/Public Wofks Dept. vY ,�,a, G,egg Tmmerman P.E., Adminisvolor STA. 30+80 TO STA. 36+50 N0. REVISION BY DATE APPR �^� 52 96 .......�. • +•w`,� MATCH LINE -- - -— ......: r lion 77K.-73"t q- Y�0�� i III I I I i I .......:... ... . ...... :............. �g� ,�� I � I III $ i I : I I : : ••--- I I II I I ... ... }....... ...................... III I I lo! - I c ,b. I•..... I I I i I III i ,I x /AA++,T�.'.•;i'7i;,i,�11�i�;i1i�fi1 iI IIb S$Ii�1i$I�g�$5I1 IL1�II I.:;5..6!4..86e..44�:6..4 ti2;0Q;o 627/o�Qi37 540,.�o:•':::a.::::.:.:.:.::.'..IlII.iIIIrI.1II.I i.IIII II1J IIIL{�I III1.(I.II.....:..........LA 14.81: ...............=...............m�....�....�. .......;.:..:.::..:..:�.....................1I. I.$�.._........„..:-.::........................:.:::..............................:::$........................ ^ o ' . • . •sso z�A�x[0 A 2 p��l'�—N��O�-�r�m•1 ? —,dj,�II{iI IIIIII I I IICII I fiI�III(I IIII l II l!I II I II I III l III I II.IIIIi�I i IiIIIiI I II(II IIIIIIIII I C C iI II II Ii 1!I t(!I I II I(lIII I II I I III I I Oi IIII IIIIIII III(II I{I!I IIIIII I II iIII�IIIiIIII1IIIIIII IN IIII IIII l III II ilq II IIII I(II III II 1!II i III II 1i I I 0iII IIIi I i I I I'�II`a•II(JI(aI a(°O I -D j Q II�I }I t rc- n_!`--Oi - —�--�--`--_ }(I{tII{II{lIIII(IIItI II o_—s...9 / —_.t °'O) :8VCS: 32}50 1j BVCE: 18 70 . .. ....... ....... 11.72� 777: re 15.63 +$ LA 1h.9 : ...... ... ....... ....... O 849 PVI ST)4. 33+50 coELEV. 19.00 1�.5+ 01. ..... . .........:.........? 8 .}... .:......... +• ._. ... ....... ....... ....... g o<^ 0 1 .00: ....... ..... :�+ , I . O28 co EVCE: 18;70 $ C a:).... ... : a Loj 149p .. ... QOZ^m o � U 114.74 ........ vzm . L 55Q C x rn Az oN Of .... ... ..... .. ..... 490 o 14.70 30 �- iIIIIII `I II�IIII� -- _---� D „- •— 9— ! - • I — - Ov LA Ln L...... Iti,:) ;8:370 p+ c r . ..... .. .. ...... �4.9 ......... P. A rn .... ... ....... 19 - - - n�,L4 cy) R' '5m' eCI9 F7MF + .........:........ ......... DvD2rva+1 A�TCH I bil9 I I to I I un OAKESDALE AVE. SW EXTENSION-PHASE to DWG NO' L- AL_pU1BANK 1✓_ — — UTILITY PLAN SHEET STA. 36+50 TO STA. 42+10 53 of 96 � '�A — `— AI�lj ~_ 0 1 1! T K B w�0, Y v s , I -�EcT ICAQT� �g�yAL C�u� \ _ r6. I ( — _ �_\ fi W 3 _ — —E - a"z _z o ' C J11I I `EcTRICA� —I_ o _ — 5 _ •— , \ \ _ �1_a \ wN ) --(ram 16 T pUK�-'- I �'�I I I� - - ` _I- - Tl r fl B=IRR QIP O - �_ �L- _ _ - I _; 6_'SL 1 _ B. - -1 1- u U K . r�.oe 1 j �'1 II d/rr+aa� r'° r _ -1 K C_ i—I I I I I T-�r _ - \UC>�\ • `x T vi we \ \� 3 pN QUCTBAN_ I I I 1 c � 1 fj' _ T- \ C o - � I IIII II I I I 4O \ \ \ \ \ \ I/' CON �•W N Y 1\, I I I I I I I �.� 1 \ \ \ - 1 I I I k V. �0. eOx ' �� Iw F II � i I \ - �� F F c ara. Q 3 � + / 1 I � I I F F F F \ x J In I Y Q N �I I I III II I I I I I O 12 W O W i III 1 I I I I III 55 O O _ l z'�— III I II I I I I � --- 40+00 — _ I— _ _ — I- _ CL 38+00 j� r I A - _ _ _ _ - _ SSW N,�` I _ =_ I OAKESDALE AVE. S.W. - co p 00 P—�{ \XQ I�14- — I ==5 - - -1— 11 II _ - - - _ S- -_t- _=-5 _ � .�.��; Ill _ z n I}}TI� s. — — U� `o - gE / I F F ! _-- r - - - �Sk L - - - I ' I _ --- : - - - - _- -- _ I CONSTRUCTION NCwltc.- ---C"`- _---- _cam I � C ,I, _ a 5-- j?`h N - I III `�� u ..• .nis f - ]� c�/ 14}_____)t -__--I T ADJ MH TO GRADE - z 1i 1l la- - I tutu Z \� c�,� "�1 I I'Mfh7r' r.V00/` I i ' "IRR _ REtO%TPP I '¢ e al+ Tj L-, I -_ _ / (BY PSE1 I UI , ' __ _ __ _ -• ILL' r i _ --- A _--- / / v ADJ VI1TO GRADE& I I ¢'d TO GRCAODEM C` 4 MANHOLE co I `�. � I II. '�� ` /_ % Ds o NOTE_ MODIFICATIONS TO THE IRR. SYSTEM ARt SHOWN IN THE J. - - -_ _ _ -1 � IIII - -_._ __---- f I _ LANDSCAPING PLANS. J L 1 I�-- J/, � •� �Ai r ""`-OCUM Wwcl pATED ..............:..../ .....\ ....... ....... ....... .....!o ...-... ....... ....... ....... ....... ....... ....... ....... ... ....... `�M� ....... ....... ....... \..... ....... ....... ....... ....... ...... ..... .. gR.... .............. W ..�.. .................. + m ...... ....... ....... ....... ....... ....... ....... ....... ....... ..... ....... 20 P.S.E.:PROP cii '�+ ..... ..2 Q..... ....... ....... ...... R'O :... ... 6' .G,t,. ..m. P.S.E. PROP. 6"S 1APE GA :BOEING m -0.307C :PROP. ....... .15 n - — — — BOEINc PROP. 2•e SS F .. - .... ... .. - EING Pi BOEING PR21P. : BOEING PROP. 1d"0 CHILLED iM.n : 1 --r-BOEING DROP. 6"0 WA WA �QOEING PROP; 6•0 SLEEVE ¢ I 24'0 SD ; 2.0 PO Pam----BOEWG PROP. B•0 IRR... - _ I L.I:. ..... .. I.��I:.........:.........:.........:.........:.....�.V.:..... t _I�'1 ... IRR .. .... .. .. ....... .. :.IID.. ....................!'l.Cl.:. .... �.......................8c7EIAG'PRdO'y`".:....... 08 0 KETRO SS i.. ..1.... ..... .......^y BOEING•PROP. \ : COMM. : .;. .:• I I t(f 12�0 WA t : DUCTBANK 72'0 MET SS ('� SHOWN ONLY I BpEWG PROP.:8 0 SS �"� _ \ BOEING PROP. 4'0 HOT;WA (TOP SHOWN ONLY) - �l • [� \� BOEtNG PROP 24';ELEC. DUCTgANKS \\ BOEWG:PROP. 6'0 SLEEVE BOEWC PROP.;6 0 DI 55 ABANDONED 12 0 SS I�FROM WEST) - - - - - - _ - _ - - - .- ,t I L - "_: �: -••-•`- - - -...5 ... :..54 L- - - - - - - - - ..... .�.....- "�..... n:0... �_ ^.O. �:6 c'yr��,F--1tf fcV:Q ... .�,n.. N�. .... O .....o co .......o O ... ...O h:b.. � .. � .. ;'st O O.. Ob.. � .. o� O .. o O:� C C '?o aD I ♦'tf O a• vim - __ -NA- n� VVV - _�c�,�•__ iO - = - - -�°� - _� �'�"v- '° ��0 j ) I I-40 - �o�,a- -r_i° - - - Z 36-4-80 7- + + �4 + 7ooj n A. iy 531mw YIN 1►-r d.w M HI)I OAKESDALE AVENUE S.W. EXTENSION DEC. I"? -20 CITY OF i RENTON PHASE 1A - S.W. 27TH ST. TO S.W. 16TH ST. oA,uM� Plonnmq�Buildinq/PuO UTILITY PLAN iic Works Dept. U6 NO REVt&ON BY DATE APPR eu-'mni. Gregg Tmme.n'en P.E., Ad—nist.ato. STA. 42+10 TO STA. 47+80 54 9e :.........'.........:............................ `� � MATCH LINE_ ut o in :No tNi+ STA. 2#10 5.49 m : / I I/Df oz R A15.12 �� :!. ....... ..... �6.SeY .I `ll o I 0I :I V 11 llll lll' \ I 4.83 .. go 6.2'lS I � R I C sZl- .00 I I # . I _ llt%/ 7� ' ��jjj� /1.14 +'+y.3�,:r' v �T' 1i5.53,1,m Pll STA. 43t80 :.........: I/� / %' �•L 1 / $ / \\ 12.5241 .(A I :ELEV. 15.91 I N A 1 :1A mo ASAi+ooNeo hi 4•e:IRR. < o \ N 1 116.00: e.69g . .. i.. \ \/ H _ 0 z _ 8 II,6.06:I �.N p46 f6.3�91....�.. �... f: ....... qU� \ D I� I I 1 ,I0 � 116.71'Igm V I.. �....... ....... .... . T 1 O to + 116.43 o 46 ....... j14.8q:1.....J...' ...... ....... ..... J �:ese o i 0 113.14:1 ....g. �/. ....... K. m I III Y 51.1 ....../..... N r C R I I I I l r I I + 20.2601 .oH :j ; lox a N I 1 io �Xx III III �° �cczi 2 10.31 � ........ .... ....... ....... (A v t� \ I I I I"• I 1 ...�1. 4g1.. oN..:' v m to I I I II + % to ?0U11I ' : N ' 0:03 1. � 8a II I I I II i�*18......... ......... PAM 4154M 1 j PVRCE: 21.89: O A O .�U1/jZs x 2.75 :.r. C'o rn 23.18Q N lz r I 12.46 1v D 9 I ` ± c rl 13.75 .........:....... .......: R I 1 �g I o� O r �. to 21.90� . qF .........: a / II I --1 E Il ti 1571• ` +. ...... ....... "".... ..... r I I I I I I z 24.196 1 o3radrn ', 1 D Z 0 I I I 17.13 6 �/ ' �� I I I I I + ...... C 24.446........ I.... \ b / —1 00 + bso........ TCNPE. / I I I I Ii D I 'STA. 4' .._ 31� l I III C a � ......... .... .......N....... ....... :cn :o :cr o xn `� 0) � — — — — — — — OAKESDALE AVE. SW EXTENSION-PHASE to DWG NO. a CO - - - - - - - - - - - - - - - - - 5- - - - --- --_ - - -,"MOB- - - - - - U7 — — — — — — — — — _ _ — — —,Or MEMO ss— — — — — — � — «".E — UTILITY PLAN SHEET NETROss- - - - - - - - —__ - - - - - -- — — — — — — -_ — — ' - - �s 'I wWA v PO.ERVAwr STA. 47+80 TO STA. 53+50 55OF 96 5 —I�[cK TKO 9U'� _�� — — _— — —p —P- — ssw Q: _�_------ _ _, i RIM=7,.7 ,Z ,'�.� 1 _..r„i .P. INV Z= Du ow aj c s' .: J/ f� `I \\ — y e6s?7S f I :,>. OK � ""f t w O LO O , T.", - r rAu A w i y r W MAN .tAAwC AL rcv Lr) FItV fts♦ ,/ I - til ^-'" / K Z [t-c \ / I / p"Y'AU ''ts;;C L,j3 + 5A7o+ss,o aw s/A';? \ -✓ Q Calc.L O"/ iDLS /f i CRE •K 5 ,' / I 1 � .� Pv ry•+OE:VA.*aU H FALL At CC.- 3~ Z Q +� D'Cawrsl. yA QvV� O .A.we i I nAwLA1M w FOP vi r d N � \ � -,R;�1Ge• �,�,�___--- - -� c zc:.Aru I , I�� - � i I �., - Lj 1� .J Q I C _ o\ / ��-p Y � OYt[[�•001 N F— /� GRASS AICA / i I P(D Nui - -- Ulu Ln N • a l� / 7 _71 A MiarM+-r�.n \ ''c J _ l:/ � 52+D ,7 77 Z s` ET/ �.,r n NA 5 D i RW r7s. Q Q 3 . ( -. ._ ___— w 7J J1e+}0 i e r wv 73(w)-t.7D u ...: i / ,-.-.1 / �_ ! -�.'/6,•�r- 7.65 i NV 74(E)'2.05 W as CCONSTRUGTION NOTES: Q a E '- 1 TO GRADE CK 5 RELOCATE PP, POWER "ti OAKESDALE AVE. S.W. f i I I " &V': i O✓ O LINE. 6c ANCHOR TO J TO NUT ro I ro TOP IWJT I /' OW REMOVE EXIST4 FHSTA. 50+76.6. 136.5' `•--PAWF r Lc• _ �vAu[ � ' ASSEMBLY PER THE/ LT. CONTRACTOR TO AAA96 SPECIFICATIONS. COORDINATE W/ PSE \ \ COORDINATE W/ RENTON REGARDING ANCHOR j I WATER UTILITY. LOCATION PRIOR TO UI;T M 1 w-,.s7 * WALL G CONSTRUCTION +' DSW 16TH STA. 10+95.4 (SEE DWG SG2) (BY —_ T-- v etft GT�_ y� ;z t SET NEW HYDRANT PSE). -----� �-----^ —-------- —� w g LOCATED 29• RT. PER STD. I {{ Cs(rvPE 1) f PMH I I I a& IEaE Was& N PLAN 8102 dt THE O RELOCATE PP, POWER ce(�1) 1 Rw_n r. j Rw-n>, LII ANCHOR TO MW 17,10 wv e'(N�-,z se i ce ltrvc+) I a+r s'o? ONE. Pvc. SPECIFICATIONS. COORDINATE j wv,y(N)_,zTe wV:3:1500 �. � —� W/ RENTON WATER UTILITY. SO t07.6, 142 1' LT wv,7'(sE)-,z 7e wv,z(s)-rs.af D wv s('s)-,..7D Q R vA I I II O (� —D �' 4O ADJ. JUNCTION BOX O v I I I p I g ' 7 AQI.I VALVE BOX NOTE: MODIFICATIONS TO THE IRR. SYSTEM ARE SHOWNI tN THE C R TO Ac GRADE LANDSCAPING PLANS. POW IC, v IT N TO GRADE T SIGNATURES~% ` ♦ I i i O i AND sns. ♦ sPMSS rtiR I 7 iIt 3TAN0 O$ ♦FULL-SIZE CONTRACT j RAM.re.l-s'* 4 - REFER TO ORICINAt m- • DOCUMENTS ItDATED / ®... �OECEMBER 1997� .. .... �... ....... ....... ......... ....... ....... ......... ......... ....... ....... ....... ....... ....... ....... '....... ..L.... .'. ....... ....... ... P .......~'�'�.►a.+t� ....... .900.VC. .... ....... ..•. . uj m m+ STA. <8+55 PVI •• a ....... ....... .......: m ...... ...... rl....:.........:......... .. ....... ....... ... . ......�0:....................... a .. ............ELEV. 2E.53......:...................:.........:.........:....o�..................... o..0 130'.�. . W I z N O + go U ,n+ i U .. �. ....... .........: fJy7 .. ....... ...... ...... ....... :� .. g;r.• .....�5' ....... ....... ....... ....... ....... ....... ....... ........ d .. ....... ....... .-c > aim m IJ, n 2 ACP OVERI:AY mct W +, �• + s� f W' n ....,2Q:........ ....... ........' .... ....... Dos.... r3. ....... ....... WLYW ....... ......N W .. ....... .; .... ....... 1.Y.......... ....... ... \ BRIDGE � -: .. . .I.�. -�' \.... / A• �a's GA: o `t a0_-AA I 1- 24•0 So V 1z•s WA 0:1(so. — ')Q. ....iQ ....... ................. ....... ....... \: ........ ....... ....../......... ....... ....... ....... _ _ — 1: z4•: s5 5' .......: ........ ........ ..... ..... ... ... ... ... ... ... .. ........... ........:H........rk........:.h.........lb........: ... ..;�.......�:�.... N:?.......^i..... ..... ..... ....... .. .......... t t �.O .:cb.. .:?/ ..O:?.. ..N: ..�:�. ..�^.. ..^:�.. ..00 ID ^f 00 OI �.� ^N .o .f .rT ^.rn -17.( n• Q 1 5 M•N n n rn:o°Di :ONi n h-� �.�r c' d, h .. g:� �►:rT 0 OR-tn O1 g r. .� o ^ ' to:. �.. ;.ft C-4 n. rn: to aq O1 O Or- ^:.- O ^:� f:^ m:N o].� Ors O' OD - r . :f ^:4 ^:f ^:n m:.r '^:� n:e \�:� f 0:a �:h ^:h ^;"i ao•N mini o o ^:ol �:rn �:a0 iO•s0 �;aD �•^ -:'v 1O IO_ O N N .N N \N / •N c4 N N �-N �•N N �-N N ^,N N .- Z 4 + 4 +4 4 + 4 4 +0 +4 +8 1+ 1+ + +4 5 } DWG. N0. CURVE DATA ,/SEC. 24, T.23N., R.4E., W.M. OAKESDALE AVE. S.W. EXTENSION-PHASE 1A S1 N ALIGNMENT PI STA 0 I RADIUS TANGENT LENGTH BACK TANGENT CITY OF RENTON BRIDGE LAYOUT SHEET OAKESDALE 46.21.61 9.56'58" 75 10' t52.33' 303. 9' N 05.43'03" E OAKESDALE 51.71.44 31-09'S7" 700' '95.22' 380.76' N 15.40'00" E 56 OF 96 PRNGBROOK 671.14.89 32.49-32'' 300' j 88.37' 171.87' N 34.20'00" W / P.C.STA.49.76.22 TOP of CUT,/ GENERAL NOTES UI 413 " BACK'TO BACK OF PAVEMENT SEATSZ � 4'-9" CURTAN WALL 4' 3" CURTAIN WALL °" 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF NUO w W 0 THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR w v i TOE OF FILL WALL E ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ENGLISH DATED 1996, AND AMENDMENTS. Q3 _-----_ _ 2" DIA.CONDUIT PIPEc W N Z N BARRIER FULL LENGTH OF BRIDGE. TYP.BOTH R 2. THIS STRUCTURE HAS BEEN DESIGNED N ACCORDANCE WITH THE REQUIREMENTS OF THE = o p R/W / y T SIDES _ - `- - _ AASHTO STANDARD SPECIFICATIONS OR HIGHWAY BRIDGES SIXTEENTH E ITION 1996. ALL _ D IF F I Y D N a _11 PRESTRESSED CONCRETE ELEMENTS HAVE BEEN DESIGNED FOR SERVICE LOAD STRESSES a � AND CHECKED FOR THE REQUIREMENTS OF LOAD FACTOR DESIGN. ALL OTHER STRUCTURAL ~ .lw� ui 40'p0'00' /� -LUMINAIRE 1 2' DIA.CONDUIT ELEMENTS ARE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR LOAD FACTOR DESIGN. A a ry p SKEW r r -� (STA 49.00) i - 3" DIA.CONDUIT SEISMIC DESIGN HAS BEEN DONE USING AN ACCELERATION COEFFICIENT OF 0.30 AND SOIL r�I 3 . _ �� I PROFILE TYPE II w � ij PROFILE GRADE AND �i' . .' •'. EJ] _ PIVOT POINT T 4. O_P.C. O N STA.47.73.17 P.T. < zd - B 3 , j/ 3. SHAFT ELEVATIONS AND SUBSTRUCTURE DETAILS ARE SUBJECT TO CHANGE,DEPENDING UPON w 3 J 48.00- i f 49.00 �O STA.49.7¢.22 P.C. i 50.00 OAKESDAL FOUNDATION MATERIAL ENCOUNTERED. REINFORCING STEEL FOR ABUTMENT WALLS,SHAFT CAPS a w OAKESDALE AVE 5 ' ��0 r ' AND SHAFTS SHALL NOT BE CUT UNTIL FINAL ELEVATIONS HAVE BEEN DETERMINED AND 0 a .` / B-5 ' SUBSTRUCTURE DETAILS HAVE BEEN MODIFIED IF NECESSARY. 50'00 00.1 STA.49.23.50 STA.668.06.40 4. THE CONCRETE N THE SHAFTS SHALL BE CLASS 4000W. THE CONCRETE IN THE ROADWAY �• <� �p APPROACH SLAB SEE DWG.NO.C8 DECK SHALL BE CLASS 4000D. ALL OTHER CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000. Lo PEDESTRIAN BARRIER 5. THE MAXIMUM VERTICAL DESIGN LOAD PER SHAFT IS 557 TONS AT PIER 1 AND 570 TONS AT PIER 2. Liz , i / _ �'_• 00 :� � ��--- 6.FALSEWORK SHALL BE CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE STRESS IN �.�-_ • RiW THE STRUCTURE. THE PEDESTRIAN BARRIER AND SIDEWALK SHALL NOT BE PLACED UNTIL THE R/W /- -- - / BWC 6 WWALL C (SEE DWG. {{ �^ 8-4� WALL F FALSEWORK HAS BEEN RELEASED. NO. SG1-10 TYP.) 1 U[� fi 7. ALL BOLTS EXCEPT AS NOTED SHALL BE ASTM A307 AND SHALL HAVE STANDARD NUTS w / lY-3" CURTAIN WALL / y r AND WASHERS AND GALVANIZED ACCORDING TO AASHTO M 232. z m 9" CURTAIN WALL / 8. ALL BOLT HOLE SIZES SHALL BE %" DIAMETER LARGER THAN BOLT DIAMETER. BOLT LENGTHS TOP OF CUT NOT SHOWN SHALL BE AS REQUIRED TO FIT. TOP OF CUT PLAN 9. UNLESS OTHERWISE SHOWN ON THE PLANS, CONCRETE COVER MEASURED FROM THE FACE OF Of BEARING OF ALL PIERS IS N 34.20'00'' W THE CONCRETE TO THE FACE OF ANY REINFORCEMENT BAR SHALL BE 2y2" AT THE TOP OF THE ROADWAY SLAB, 1" AT THE BOTTOM OF THE ROADWAY SLAB, 3" AT THE BOTTOM OF THE < SHAFT CAP, 2" AT THE TOP AND SIDES OF THE SHAFT CAP AND 11/Z" AT ALL OTHER LOCATIONS. o 0 LEGEND u, IDENTIFIES SECTION, VIEW OR DETAIL �N ui 3 TAKEN OR SHOWN ON SHEET 3. d N l0 0 ' ` SPLIT FACE FINISH W/ QI Iwo j _ {{ J PIGMENTED SEALER ON °o ZaN PIGMENTED < °o O-w CURTAIN WALL. ABUTMENT a +o, I a r - DASH INDICATES SECTION, VIEW OR DETAIL m N 0 ui �,a J SEALER (TYP.) w Cp IS TAKEN AND SHOWN ON THE SAME SHEET. rob 3.0 N W ? WALL, AND SHAFT CAP (TYP.) v 0 Go J ONaN EXISTING GROUND '2 Oi x, > 39.5'RIGHT OF a �J r �� OAKESDALE SOIL BORING (FOR BORING LOGS SEE SPECIAL PROVISIONS) 500'V.C. HANDRAIL (TYP.) m 'nw vow ' Q SOIL BORING (FOR BORING LOGS SEE SPECIAL PROVISIONS) OAKESDALE AVE. S.W. - - - - - - - - - - - - - - - - - - - - - a - - - PROFILE 4 - - - - - - - - - - - - - - - - - - - - - - W - -- -- - - - - - ` ELEV. 7.0 -REFERENCE LINE iw WS ELEV. 13.0 f 1 z a (CITY OF RENTONI 1 0 1 I S OR AG V N ) I I I� olln SHAFTD(T DP�LLED L-� ELEV. 60.0 LJ ELEV. 42.0 cIun ol= P.C. GIRDERS (W74G) • oL' LOADING: HS-25 - OHWM ELEV - 4.0 a~ z OR �W Nm TWO 24k AXLES 4' CTRS. ELEVATION •0.03'/FT LEFT Nm EDGE OFTPAIVEMENT i GRADE ELEVATIONS SHOWN ARE FINISH GRADES AT TOP OF ROADWAY COGE OF PAVEMENT SLAB ON OAKESDALE AND ARE EQUAL TO PROFILE GRADE. 0.00 PROFILE GRADE AND PIVOT POINT �" �* ,ram FOR t ' FOR '/ SIGNATURES t t SIGNATURE$ 0.03'/FT RIGHT AND SEALS. 1 i III AND SEALS. DATUM EDGE OF PAVEMENT f LIMITS OFF EDGE T LEFT tFULL- TD DRNTRAC# REFER TO ORIGINAL STRUCTURE EDGE OF PAVEMENT >)EULL sEN cDNTED i >\Ull-S12E [ONTRA[Tf ATEDJ NGVD 1929 tZ DECEMBER TS DATED %OfCMBER NTS O1997/ OAKESDALE AVE. S.W. SUPERELEVATION g DWG.NO. OAKESDALE AVE. S.W. EXTENSION-PHASE 1A S2 DRILLED SHAFT LAYOUT SHEET \ & CONSTRUCTION SEQUENCE 57oF96 r \ �( SHAFTS PIER t SHAFTS PIER 2 cn s Zp� w w� ::3 z \ ; � 3 CD V Li.l N Q � 0 Z N 1 w If { Q 3 � J w ~ • ,� \ Vi Z QIt ' o � ^�� / -Ii OAKESDALE STA.49.92.02 oN �6 / 49.00 / STA.49.7b.22 P.C. /' 50.00 c a N 15°a0'00" E / STA.48.54.80 z O . E \ �z / o LLJ I o / / r �Q U \ /' 40.00'00" / ti a �f ' \ DRILLED SHAFT LAYOUT �i (BEARING OF ALL PIERS IS N 34.20'00" W) 3 O n N -CAST ROADWAY SLAB (24 HOURS s o i o AFTER PLACING THE DIAPHRAGM CONCRETE) END PIER —EL AST OMERIC BEARING a PAD (TYPA g 0 STAGE 1: SET PRECAST GIRDERS STAGE 3 CAST ROADWAY SLAB m -BARRIER AND SIDEWALK CONCRETE SHALL BE PLACED AFTER / ALL OTHER CONCRETE HAS BEEN IN PLACE THE REOUIRED CAST END & LENGTH OF TIME AND HAS DEVELOPED SUFFICIENT /'_ \NTERMED. DIAPHRAGMS / STRENGTH AS OUTLINED IN THE STANDARD SPECIFICATIONS. -ROADWAY SLAB REINFORCEMENT I OR j DIAPHRAGMS SHALL NOT BE " r W /I SIGNATURES �% SIGNATURES PLACED UNTIL 30 DAYS (MIN.) AFTER RELEASE OF GIRDER PRESTRESS. + AND SEALS. 1 f AND SEALS. STAGE 4 CAST BARRIERS & SIDEWALKS + %REFER TD ORIGINAL} ;REFER TO ORIGINu >tF L" _SIZE CONTRACT tFULL-SIZE CC, C7 1 DOCUWNTS DATED % DOCUME N7S DATED g STAGE 2: CAST DIAPHRAGMS & PLACE REINFORCEMENT EC`MBER ,9f,f iDECEMBER ,97f CONSTRUCTION SEQUENCE - SUPERSTRUCTURE 17-ly _qN DWG. NO. OAKESDALE AVE. S.W. EXTENSION-PHASE IA S 6'-0" DIAM. PIERS 1 & 2 SHAFT DETAILS SHEET DRILLED SHAFT 58 OF96 MAY BE • FIELD BENT N I ) N w o 11 o OA BAR (TYP.) O BAR SPIRAL NOTES FOR SPIRAL REINFORCEMENT Z Q w v ZD i 1. FOR WELDED SPLICE ALTERNATE,SEE DETAIL e w3 cr'nI Lj SHAFT O PIER O $ w N O Zp� w ELEV.7.25 (TYP. 2. 1'/2 EXTRA TURNS SHALL BE PROVIDED AT TOP O 0 L)U TAND BOTTOM,OF SHAFT. F- l.i I = C 3. SPIRAL MAY BE •4 BAR,'/2" DIAMETER PLAIN STEEL v~i N BOTTOM OF G�� BAR (AASHTO M31,GR60),OR W20 COLD DRAWN SHAFT CAP fi WIRE (AASHTO M32). F Z N 3'-4" MIN.LAP SPLICE a uJ O s aN z W w; ¢ % I 1" LENGTH I 1" a CL SHAFT SPIRAL BAR OF WELD Ln .�� 4 OBAR OBAR (TYP.) --' w w a — `~ I HOOKS SHALL BE PLACED TO Ln I AVOID VERTICAL REINFORCEMENT I -SECTION A I I _ S o I I OR o z = r A 4 F m 9 W a DRILLED SHAFT GAP TO BE PROVIDED AT TOP OF MAY BE n I SHAFT AND CAP BEAM INTERFACE FIELD BENT c a TO FACILITATE PLACEMENT OF yl F 8 i N I CAP BEAM BOTTOM REINF. — DETAI OA BAR (TYP.)— I OC BAR SPIRAL • a I I � — - — CL SHAFT O PIER m TYPICAL DRILLED SHAFT DETAIL NI REINFORCEMENT TABLE ol 3'-4" MIN.LAP SPLICE < I NO.OF PIER 1 PIER 2 Ul I SHAFTS 4 4 16 A BAR SHAFT '=11 f Z I MARK 11 •11 21 •it O �! SECTION BARS TOTAL m = N — 4 BARS 64 64 REO'D MARK 12 •11 N/A 11 OR 11•11 a B BARS TOTAL BARS EO'O 16 _ a I MARK 13 •4 23 •4 m I NOTE BAR LAP SPLICES C BARS A g B SHALL BE MIN. _ — - _- TOTAL I O STAGGER LOCATIONS. --CE SHAFT O PIER BARS 4 4 REO'D ELEV. -60.0 O PIER 1 _ ® OR Y071 ELEV. -42.0 0 PIER 2 X BASED CN USING 14 BARS AND NOT INCLUDING in ANY NECESSARY LAP SPLICES. SHAFT rr,,,,,.,,..� ,•,,••••�+� Q N FOR SIGNFOR ORES~ ff SIGNATURES 1 * ( ¢ O BAR (•„) SHAFT REFER DTO ORIGINAL; #REFERNOTO ORIGINAL i g TYPICAL DRILLED SHAFT DETAIL %F 11LE-SIZE CONTRACT, >,F�LL-SIZE CDNTRAC T DOCUMENTS DATED/ 1< DOCUMENTS DATED B BAR (•11) tDECEMBER 19970f ;`ECEMBER 1997SECTION tf ♦yN� PLACE VERTICAL SHAFT BARS AS SHOWN TO AVOID o INTERFERENCE WITH BOTTOM HORIZONTAL SHAFT CAP BARS z: DWG.NO. ti OAKESOALE AVE. S.W. EX TENSION-PHASE IA„ S4 " PIER 1 SHEET 59 OF96 3" DIA.DRAIN HOLES 7 SPA.6 12'-0" - 84'-0" n +----- - - - — - - -- — . .- - - q Z O � OAKESDALE 076 •11& 107 •11 SOT. - 15 EQ.SPA. • 6'-0" N j I S6 w 3 2-4'' �� t10 •11& 111•11 TOP. - 15 E0.SPA. 6' 0" YI w N p GIRDER M qllGIRDER L GIRDER K 17, GIRDER J GIRDER I GIRDER H fE GIRDER G GIRDER F GIRDER E (i GIRDER D GIRDER C GIRDER B GIRDER A t � V \ � / A / I V \ / i �!Y' 1 105 •6 w 0(r. 1 50.00'00" / � W rol _ g'Pj D., \ I (TYP.)- \ 1 \ I \ \ { \ t W aN ----- - - - - - --- — --�- -- u- - - -- - - --1L- z\s- CL PIER t 3 I I o " STA.48.57.91 CE SHAFT r 'Flo •6 & / { 101 M. 102-•6 I "� SHAFT OCTOPI OF 40.00'00" SHAFT GIRDER STOP i(TYP.) 1146�5 a 110 •6 J I & 4 103 5 fE SHAFT C w T 12 SP I 3" 3' 3% 101-6, 02 -6 i 4 103 •5 TIES 34 SPA._� ABUT.WALL I I I TIES -10 SPA a I I 0 7" + 7'-0" Yp- �TYP.) ' 0 7" 19' 10" (TYPICAL, 3•PLACES) w ` 3' 3�i' 6 GIRDER SPACES o e' Og/8" 48 35/e" _ 6 GIRDER SPACES 0 8'-O%" - 48'-3%" I I3'-3Yiy� 1' 1 _ --- — - —- ---- --- 6' 0" DIA DRILLED SHAFTS 3 SPIT 0 26' St/4"_79-3�i' --_—_— cz -r= —---- --- --- -----� I c F — 1 "� ---- 105' 4��" — ------- E — - ---- ---- T g PLAN - ° REINF.FOR STEM WALL NOT SHOWN FOR CLARITY CONSTR. JT. W/ CONSTR. JT. W/ (TYP,2 PLACES)EA.SPA, SJRFACE� ROUGHENED SURFACE (TYP.) �. a s ' 2 126 •4 �- 1 5 •4 - 4 SPA OAKESDALE 6 1'-0" • 4'-0" B o (TYP., (TYP., 12 PLACES) I 3 LINES OF 2 119 •5 & 120 •5 2 128 •4 u ! ELEV. 23.99 12 PLACES)- f (TYP.,2 PLACES) ELEV.23.75 - /// GIRDER A _ \ GIRDER M GIRDER L GIRDER K GIRDER J GIRDER 1 GN20ER H CL GIRDER G GIRDER f GIRDER E GIRDER 0 /� GIRDER C GIRDER B 158 / r ELEV.18.02 I I i I i t 1 1 — - I --- - - ELEV. 17.79 ;o� I ELEV.17,96 ELEV. 18.07 I ELEV.10.09 I ELEV. 18.10 ELEV.18.09 I ELEV.18.07 ELEV. 18.02 i ELEV.17.96 I ELEV. 17.88 -x ELEV.17.82 I £LEV.V.17. % - -. -8 I I ------ 1 ---- ELEV. 17.67 I ELEV.17.60 ------ --- i I -- I m 0 2 m -# i d E - 2'-6" LAP SPLICE (TYP.) 4 - 4 EQ.SPA.1 7 LAP SPLICE Y . 0 GIR. SEAT) a c�- i w pi - - - / - - - - — ( ELEV. 7.0 m I 110 •6 & I I 16 106 •11V 08 -6 E.F; I 108 •6 E.F. -LAP6SPLICE I 16 107 •It ®•6 E.f. \ l � 16 t11 -11 I i 16 110 •11 I \1 10 -6 !4 SHAFT CL SHAFT SHAFT CL SHAFT t10 •6 I I I 09 •6 E.F. 109 •6 E.F. j 101 -6. t(�? •6 4 103 •5 � �"��I � 33��11I� 101 6, 102 •6 & 1 •5 TIES - 6 LINES OF 2 It9 •5 & t 120 •5 E.F. 0 1'-0" - 6'-0" I TIES 1YY - - (TYPICAL, 3 PLACES) E a $ w, 115 •5 F. -137 SPA. 0 9" 102'-9" iffi -6 F.F.-137 SPA. 0 9'' - 102'-9"--- 118 3 •4 TIES - 34 SPA.0 3'-0" SEE DETAIL - — - - - — —- - _ 1 ANDN SEALS, OR ;aEFER 1C CQECINAL: RES a 1. AL LE AP SPLICES SHALL BE STAGGERED SiGNArALS- ><t ) _MEN I;AR, Tf ELEVATION AN° GALS DOC'JNErT4 CA'CJ / F IRE ER 'C OR IC!NAL *D CF MPER 99'1i # LOOKING BACK ON STATIONING 2. ELEVATIONS NOTED AT CENTERLINE OF u -sFze ccN RAc i§ GIRDER ARE AT TOP OF GROUT PAD. �oc�%CN`s JAiEo Y.CF.n43ER t^9' o z OWG.NO. OAKESOALE AVE. S.W. EXTENSION-PHASE )A S5 PIER 2 60 oF96 o 3" DIA.DRAIN HOLES 7 SPA.0 12'-0" 84'-0" `�`� N OAKESDALE Kv`J' •11 6 07 •11 BOT. - 15 EQ.SPA - 6'-0" €� x Z [ — S6 SHAFT k.n 4. w 3 10 •11 6 211 •11 TOP. - 15 EQ. SPA. 6`0'' `qg ® P!>> F+4d+a A7 i. o .� = I 3 N GIRDER A GIRDER 8 GIRDER C GIRDER D (i GIRDER E GIRDER F CL GIRDER G GIRDER H GIRDER I GIRDER J GIRDER K GIRDER L GIRDE jLLJ Ln cl A / IVo w ' IF, •6 j■ w s I a 50.00'00"�1 � N io \\ 1 I W - -- — - — - -- --- i- - (i PIER 2 J 3 �. Ln STA.49•ag.91� I t a! I L GIRDER STOP (TYP.) Ol•6, 0 •q 0 1 0 •6 & 01•6, 20 •6 SHAFT d 4 03 •5 1 vw 1n •6 3 4 03 •5 SHAFTI SHAFT a TIES 74 SPA- _ -�'! -3 201 •6, 0 •6 6 4 0 •5 TIES 34 SPa _' TIES -10 SPA T-�Tl P T , I 0- I 0 7"y- 8'-2" Y . I Y 97" - 19'-10" (TYPICAL,3 PLACES) b i R SPACES 0 8'-0 - 48'-3 ! 3'-3Y4" 6 ORDER SPACES o 8'-D5/e" 48-3�" 8 GIRDER S ACE _ S/�1" �i ..i..,� Cx :E 15'_2%2" 1_ 6'-0" DRILLED SHAFTS - 3 SPA.0 26'-SI/4"�79' 3 O g� PLAN �C;7 1� REINF.FOR STEM WALL NOT SHOWN FOR CLARITY • S 22 •4 - 1 EA.SP • •4 -4 SPA. OAKESDALE iy 2 22 •4 0 t'-O" • 4`0" (1GIRDER M i (TYP., (TYP-, 12 PLACES) ` - CONSTR.JT. W/ I I 12 PLACES) I + ROUGHENED SURFACE 22 'S 2 22 •4- j of GIRDER.A \� GIRDER B GIRDER I ELEV_24_35 I Ck GIRDER C CL GIRDER D GIRDER E GIRDER F GIRDER G GIRDER H i/� CL GIRDER J GIRDER K CL GIRDER L ELEV. 1 { ELEV.18.0T Y' ELEV. 18.26 O AST. I t I ELEV. 16_57 ELEV. 16.85 ELEV.17.12 ELEV.17.37 t ---— ELEV./8.20 / i I ELEV.17.82 :i 25 4 5 SPA. ELEV. 17.61 T. 11" 4'-6" I I ELEV. 16.27 �1 I ELEV. 15.25 1 ELEV.15.61 I ELEV. t5.95 <: © • - 1 ELEV. 14.88 r------ I i 1 ----� n. 2 2 4 �— m W = m L"V 14 57 I — 419 - --- lio ci - —�— _2' 6" LAP SPLICE (TYP.) ^ 10 � Q ~t— - - - �— ELEV_7A t 0 �6 y�j 1 __ 9' 0"• ' 6' 6" ., 2.F •5 16 20 •11 0® •6 E.FjL.-I L'�'LAP SPLICE SLAP SPLICE '6 E.F. 16 0� •11 I�B]0 •6 E.F. j \ t 04 •6 & 1� 6 f ( � ' - 16 210 11 t OS •6 211 11 1 SHAFT Q SHAFT O • q SHAFT, 217 •4 - 4 EQ.SPA I 201•6,20 •6 20 •6 E.F. 09 •6 E.fr Ot •6, •E� CL SHAFT 1 OF & 4 03 •5 (IYP. 0 GIR. SEAT)- - 1 LINE OF 2 219 5 6 1 2 5 E.F. 4 TIES •5 I_3' 3"_I_3' 201 •6, 02 •6 6 4 F20 •5 TIES 2 219 •5 E.F. TIES _ 3 ONES OF 2 2 99 •5 d i 20 •5 Y YPP. (TYPICAL,3 PLACES) 1 OF 2 219 •5 d a a 1 221•5 E.F. 2 1$ •4 TIES 17 SPa 0 3'-0" SEE DETAIL e 3 218 •4 TIES =17 SPA,a 3' 0" SEE DETAIL ^� (TO SIGNATURES _. _— —.—_--..--.� -- SEALS. lu 15 •5 N.F. - 140 SPA.0 9' 105'-0" 216 •6 F.F.- 140 SPA. 0 9'' 105'-0" cprt + JRIGRAC A%n SEALS. :-NTS GOWED i +REf ER 70 ORIC na Z • -SIZE CON NOTES u:lr # ♦ f 1. ALL LAP SPLICES SHALL BE STAGGERED ELEVATION t DcwrAEH7s oA r I 7ECEMAER ; �+ 2. ELEVATIONS NOTED AT �GIRDER y ARE AT TOP OF GROUT AD. LOOKING AHEAD ON STATIONING z DWG.NO. H BRG. BRG. OAKESDALE AVE. S.W. EXTENSION-PHASE 1A S6 S '10 ,'10. - 3' 0` _10�'10� • 0" SHEET g ` ' LIM,TS of wars OF I PIER 1 AND 2 DETAILS 61 oF96 + GRAVEL 8ACKFILL AVEL BACKFILL FOR WALL 7 FOR WALL ® 4 = TOP OF PIER •4 i -- TOP OF PIER o� (LEVEL TRANSVERSE- o O � �_' ° VEL TRANSVERSE) _;_• ,O o O � c�E w ®•4 - d 4 pp�O ~? BACK.OF PAV'T.SEAT X; J EXPOSED SURFACE SHALL I Oo o�(4{• GRAVEL BACKFILL FOR I Oo .4 I GRAVEL BACKFILL FOR j I I I I }• O qq in O° O ° WALL TO BOTTOM OF EXPOSED SURFACE SHALL O° ° WALL TO BOTTOM OF I BEARING PAD+y,3 w Q BE SPOT FACE FINISH TO J/'I, o APPROACH SLAB J I BE SPLIT FACE FINISH TO O j -� ; o 1' 0" BELOW FINISH GRADE/ r 0 4I APPROACH SLAB # (SEE DETAIL) I ~ LLJ ®, IN ACCORDANCE WITH THE/fo O o I 3 ® i' 0" BELOW FINISH GRADE o O° ( �I I 14 �~ � crI SPECIAL PROVISIONS-- O `0 O cr I IN ACCORDANCE WITH THE °O o O �� 1 SKEW\ ` I N� N pI •6 I W p SPECIAL PROVISIONS--- � •6; w ANGLE I O t w :�+ U 4 TIE (TYP.) O Vt i ® 4 TIE (TYP.) ° O V) _ (PARALLEL TO SKEW) O ° 6 •11 OR 107 •11 (TYP.) PAR• oO °z X z rn ® ( ALLEL TO SKEW)- -`t O6 •11 OR 207 11(TYP.) > - ® •5 O ^ N� ®•5 O o ® .g GROUT PADApNwa SHAFf ®•6 000 O ° / OUTSIDE FACE OFC OaN Q PIE R; O1 O t ABUTMENT WALLo - 3" DIA.DRAIN HOLE — 0 3" DIA. DRAIN NOLE - O GIRDER SLOPE 1V:12H MIN. (TY O1 6 0 SLOPE IV:12H MIN. (TYP.)- I I Ot •6 od o03 •5 (TYP.) L) + } •5 (TYP.) p Oleow FINISH GRADEi OB •6 Oft ~ rn FINISH GRADE- i �- V, tn' 0 6 OR Qj 09 •6 = `^ PLAN-GROUT PAD .< �I J I d CONSTR.JT.W/ SIDE CONSTR. JT. W/ SIDE tiROUGHENED SURFA of Z ROUGHENED SURFACE - ; o Y o ELEV. 7.0--- - - - ELEV. 7.0 - - - - - - - J to \� w 1 10 0 C b� �"U �•110R i7!� gir, 10 •11 OR "�Q 2 ° j 111 •11 Li ( I 211 •11 w SKEW ANGLE a ._3„ I GIRDER li U d •3-�'- -3-- — --! ga I 'DENOTES MEASURED 'DENOTES MEASURED �H o I NORMAL TO I NORMAL. TO (24� BRG. AT PIER ' BRG.AT PIER = f - --- g� } 6' O DIA.DRILLED SHAFT j - 6' 0" DIA.DRILLED SHAFT 0 I \ _ SHAFT SHAFT � i j- SECTION SE SECTION A ., 0e `� 54 55 PLAN-BEARING PAD LAMINATED LAST MERIC BRG. PAD 1" THICK (2 SHIMS) 6f DUROMETER HARDNESS - 60. EXISTING GRADE T� m U Vf O S m I I I ) e d E 90• BEND -� 11 •4 OR ®1 •4 180• BEND W/ STD.HOOK - - APPROX.2'-0" STRUCTURE EXCAVATION a BASED ON HORZ. BAR SPACING GIRDER I CLASSS A I _ I I o - W VERTICAL I 1 U �I ti LEVEL «►.� m I I Jr"« FoF ti �2 / t APPROX.3' RECESS SIGNATURES 0" BASED a —_L AND SEAS, ON VERT.BAR SPACING RlL;FER TE ORIGINAL s T v U -SIZE CCYIRAL—# TIE BAR I I ii DOCUMENTS DATED TIE SPACING ;JECEWER 1997, �IVI�2_"ATBIG. I I ♦ f 7.,,�4i•,w.Mlt O' a o VIEW G ----; -�- - .. E OR 1 I I SIGNATUtiES t ` 1 — ANO SEALS. R —� REFER `0 ORIGINAL DETAIL T AI ? S4,SS ULL-SIZE CONTRA['{ Si ECi�M9ER NTS DATED r LIMITS OF EXCAVATION PAY LIMITSF TT y o T DWG.NO. CL BRG. PIER 1 OAK£SDALE AVE. S.W. EXTENSION-PHASE )A S7 sa Q BRG.PIER 1 sa PIER 1 CURTAIN WALLS SHEET r BAK�_OF PVM'T SEAT 62 oF96 --- 4--9'' - , f 159 •4 N.F. - 3 SPA. BAOK VM'T SEAT i 4' 3" F'— PEDESTRIAN BARRIER OPEN JT. SEE 'n G 6' 4' 6" pPE►� j �� REINF.NOT SHOWN EXP. JT. DETAIL ON 1 •5 F.F.- 6 SPA. I EX�J� DETAIL OR �- = FOR CLARITY. DWG.NO. S16 ZO - 4�_6" -- j DWG.NO.S16 TOP OF cn ELEV. PARALLEL SIDEWALK TO ROADWAY N -- -- ELEV.PARALLEL I — ® •4 N.F. - 3 EQ.SPA 3'-9" F TOP OF SIDEWALK TO ROADWAY- •5 F.F. - 6 EQ.SPA. - 3'-9" 0 w o 3 CONSTR. TOP OF DECK `- TOP P OF ! - CONSTR. JT . w/ Q3 r Z JT. W/ - - - - - - - - - - - - - - Q8_0 OUTER CORIIER O� ELEV. 23.75 - - - - - ROUGHENED SURFACE - - + - - - _ _ s ROUGHENED _ TE -0 � _ 1 I V)w Q SURFACE-LJ -- - --- - -' - - - - - - - --I ,. r a I C N W J 3 0r L --1 4 •5 E.F. Vi Nn o w 3„ j 4 - . m I 1 1•5 E.F. - 8 E0.-SPA_- 3. I ----- �•5 E.F. 8 SPA �'• w ( W I a 1 I • O w • j V) I a 5 - - o! o I •� C i • j a, oa o ob � o o f (' 7 dd D- 32 ` a a U ts7 �w A I NI Q 0, I N NV7 d I t I 1 o d ^ ZI dt Q 2 •4 ) • I g 1 1 N 2 •4 'll g In � I W O , o I �I NI f I I Z NI7 a - - - - - - - - - - - - - - - - - - - - 7`•+Z 9 - - - - - - I I 4 IO 3�I m V 5 �M o io i- 1© •8 �,o I I I I I V 7 0 ELEV. 7.0 ELEV.7.0 x m ELEVATION VI F W F ELEVATION m U N r w x m 57,Sa 4'-3" CURTAIN WALL (PIER 1 LT.) 4'-9'' CURTAIN WALL (PIER 1 RT.) BRG.PIER 1 L BRG.PIER 1 i a SHAFT CAP 41N PIER STEMSHAFT CAP WALL (REINF. 4BEAM BEAM CONSTR. JT. W/ / NOT SHOWNOL ROUGHENED FOR CLARITY) 10� STEM W CONSTR.JT. L (REINF. SURFACE ,6ROUGHENEDSHOWN 0 SURFACE CLARITY)1 5 •8-- -6" FILLET 172 •e-- •B EXPOSED SURFACE SHALL BE SPLIT FACE FINISH IN I ACCORDANCE WITH THEBACK OF i SPECIAL PROVISIONS 6" CHAMFER _SED SURFACE SHALL (THIS FACE ONLY) - BACK OF 171 •5 (TYP.) 174 *5 w PVM'T 151 •5 . M .5PLIT FACE FINISH IN PVM'T © •4. SEAT ACCORDANCE WITH THE \/ SEAT - > I SPECIAL PROVISIONS --- 157 •4 (THIS FACE ONLY) j a �slc.TURFS �MORJRF ~ N L • g f g` 3' 4 4'-6" 4' 3" t+ AND D - - - � 4,_9.. � � AND SEALS. � } AND sEA_s._.. {REFER TO ORIGINAL DEFER TO OR 161 NAL J:L-SIZE CONTRAC'{ Z`✓_l-SIZE CON RAC' gODECEmBER 199 TOt sSt�7ECCEM®ER uVENTIS u997� SECTION A _ Y - o z DWG. NO. BRG.PIER 2 1 3„ OAKESDALE AVE. S.W. EXTENSION-PHASE 1A BRG. PIER 2 S8 BACK of PyA Ts AT E PIER 2 CURTAIN WALLS sr+EEr i I EopvNt-e. SEE EXP._,tl — ,, — 63°F96 JI DETAL ON DWG.NO.S16 B PVM'T SEAT ~--r---�--�--I N BK. j ELEV.PARALLEL i l TO ROADWAY- 4 N.F. - 3 SPA Q T-6" • 4'-6'' TOP OF•5 F-F. - 6 SPA 0 9" • 4'-6" SIDEWALK Ln TOP OF DECK 4 N.F. - 8 EO,SPA - 11"; - ' J EXP.JT. -® •5 F.F.- 16-Ea. - QPEN JT. SEE U 3 S7 ETAiI ON OWG_NO.,S16 o V. 4R.4�2 _ t _- _ _�� _ _ _ _ _ _ _ _ _ _ _ _ _ F v� x I v ELEV. PARALLEL TO ROADWAY _ _ _ _ _ CONSTR.JT.W/ S7 OPP. HAND w 0 3 I ROUGHENED SURFACE i O TOP OF SIDEWALK �- __{__- 3 r Z CONSTR. I p Yj" CHAMFER (TYP.) _*`I JT.W/ f TOP OF DECK a t 2 n N Q ROUGHENED VERTICALELEY •5 SURFACE �a N - - - - - - C - - - - - - _� I yj �I •5 zis N v _ - - �- - -_ ^ z u' io 11/3 •5 M m a cv - $' ® 5 E.F. 15_SPA.C i' 0" 15!0" ! w T io z ' j=o �i2 TOP OF a w t i I 410 S DEWALK •4 o I 274 •5 E.F. ;n ' ® •4 II •o ® •4 CD j 3_ 271 •5 E.F.- a EQ.SPA. I ® •a _ of 1 0 G MATCH W/ BRIDGE d MI j y I PEDESTRIAN BARRIER OL t nh o I O o'o o� o i p oz_ -CONSTR. JT. W/ ROUGHENED SURFACE C Z h.� 1_ _ _ o' of 1 I 1_ I I (LEVEL TRANSVERSE) Q o I II I N; - SEE CURTAN WALL a o tirI o ELEV.FOR REINF. �� d 1 rl i v� 1 r,I� ' I � �i Z p� NOTE �Z 1 I' Inc 1 N! FOR ADDITIONAL REINF.IN PEDESTRIAN BARRIER, 1 r I !I 8 i - - - - - - - - - - - - - - � w i I �I --II i SEE DWG. NO. StS. • au ! V'NU• Z L - - - - - - - - - - - - - - ti s O: � SECTION Y o I CEO -ELEV 7.0 y�! t >t� ELEVATION ELEV. l � 4`9" CURTAIN WALL (PIER 2 LT.) ELEVATION 11'-3" CURTAN WALL (PIER 2 RT.) S m VJ N Y U m CONSTR. JT. W/ ROUGHENED i SURFACE- BRG.PIER 2 i �n CL BRG.PIER 2 52 -8 // PIER STEM NF. 78E -SHAFT CAP w a ;ol - _- - EXPOSED SURFACE SHALL / WALL EAM ` j0 BEST CAP PIER STEM / BE SPLIT FACE FINISH IN \ NOT SHOWN OIL ACCORDANCE WITH THE FOR CLARITY) ` cn NOTWAILLSHOWN / 6 SPECIAL PROVISIONS / ©•6 o / © (THIS FACE ONLY) \ O FOR CLARITY) 6'' FILLET (TYP.) - nlcy' m 275 •B CONSTR. JT. W/ _ SOURFACEED 6" CHAMFER Q en — - BACK OF27 •8 BACK OF 54 •5 H WI PVM'T 2-7-1•5 (TYP.) \ PVM'T --- 251 •5 (TYP.) 58 •4 SEAT EXPOSED SURFACE SHALL SEAT BE SPLIT FACE FINISH IN ® •4 I 78 •4 ACCORDANCE WITH THE 277 •4 91 - SPECIAL PROVISIONS a. (THIS FACE ONLY) / SIONA*ORES / SiGW IURfS ANC SEA.S. i + AND SEALS. S REFER IC ORIG!NA- REEEA TO ORIGINAL VFIIUt S!ZE CONTRACT{ VULL-SIZE CONTRACT SECTION C T I N C t DDGUN£NTS DATE III ><DOCLIWNTS DAZED r iOECi.46ER 1997..E 7 0 s DWG.NO. OAKESDALE AVE. S.W. EXTENSION-PHASE IA S9 FRAMING PLAN SHEET _ 64OF96 CL BRG. PIER 2 N z m Q BRG.PIER 1 137'-0' (MEASURED ALONG OAKESOALE) - - -o - --- — .n -� I z . lJ 3 's., / 34'-3" CL INT. DiAPH. 3i'-3" � 1NT.DIAPH. 34'-3" CE INT.DI Q! �/ x Z H LUMINARE STA. 49 00 // — — /�49.76 22 -- —/ to, / p w u o / - _ FOR DETAILS,SEE DWG/NO. 516 EDGE OF SLAB (40'-472" LT.)P.C. t Ig N a- __-____... ..QD �/ -- -- L- -- - - - -- -- —- - - w GIRDER A-- -- - - ----- - ---1+------------ -- - - ---------- / FACE OF PEDESTRIAN BARRIER / ��° /�- >C" Q V-6" SIDEWALK = a I --- --- tTYP.) / GIRDER ilk � ----- -� - -- -------- ---- / -- _- ---- Q QN - a BACK OF PAVEMENT b SEAT PIER 1 / / / / / 1-- // / __ GIRDER 0/ __.,--7z--------------- �------------%�-- --- - -/ /// /� I IN15.40'00" E (TYPJ_ h � PAVEMENT SEAT /_1 `_-�G�iDER E .— ----,`----------�---/:------ -- --/--------------- / t� O C z 7�------ -- --�------ --------- / T o"I o - ------ --- -- z STA.49.76.22 P.C. / �' OAKL 50.00 i0! / / GIRDER G 49.00 Ct ESDAE / { / o N 15.40'00" E / _l 7� g" �� -----g•CIO GIRDER H --� ----------- ----------- ------------ o� GIRDER 1 / / s qi PAVEMENT SEAT 4'-41 / < /E" / (TYP.UNIESS /- ---- GIRDER J_-- - -- `-_ __ ------ -----�— ------------L---- ----_— _ —_ s- r- k / / / - BACK Of PAVEMENT OTHERWISE NOTED) // / / / / // SEAT PIER 2 I � GIR R K / / / ----- ---- ------ L-. - _ ----- — / RB LINE _CL GIRDER_L_ / FACE OF PEDESTRIAN J I / // BARRIER - - - - --_/ GIRDER-M--------f—------- ----------- --------�-—----—-- -- - - / w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ! I -EDGE OF SLAB i7 a LEFT SLOE (4'-3"I 2 SPA.C 6'-7'/i" --14--aiP�f _8Q -O" 112'�' _+6_7�/�—�6_7'A'j 4''9" PEDESTRIAN BARRIER < _T SIDE - �1. -- --- 'T t 1 DUMMY JOINT SPACING RIGHT SIDE 4'-9"'2 SPA o 6' 2'/2" 14 SPA.0 8'-0' 112'-0" 6' Z/= 5'-2 2 (MEASURED ALONG, < OUTSIDE FACE OF SLAB) o , FRAMING PLAN BEARING OF ALL PIERS IS N 34" 20'00" W FOR TYPICAL SECTION,SEE DWG.NO.510 Id ! o OR F OR + ANG SEALS. t SE AL.5, / SiGNAT UFi / 50.N01GNATIIRES +REFER C OR'GINAL% REFER TO !GINA' ff - .1-517E CONTRACT JI ONFULE-SIZE CONTRACT} DOCUMENTS DATF01 >t DOCUMENTS OATFO Tj rQEIFMBER '991f 5CEWER IQ97f 111 z