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HomeMy WebLinkAboutSWP272710(7)_1 . .•.fib., .."�• DWG. NO. OAKESDALE AVE. S.W. EXTENSION-PHASE 1A sio TYPICAL SECTION SHEET 65 oE96 Z= 6 SIDEWALK, _ `__66'-0' ROADWAY o ID TYP. SLAB OVERHANG LIMIT OF N REINFORCEMENT— � I PIGMENTED 33'-0" w 3 +(T�YPJ - -- --_- Env_6 OR 54 .6 I SEALER (TYP.) X z C��_5__���P LA@.?4P_REIRE I w " o I • 9 SPA. (BETWEEN GIRDERS f OAKESDALE i PROFILE GRADE AND (TYP ) j SPA. PIVOT POINT CONSTR. JT. ®'S (TYP.)- w 1 DIA.AND 1 - 2" DIA.CONDUIT PIPE 2%11 W/ ROUGHENED ®•4 (TYP.) \ 1 2" DIA CONDUIT DIMENSION "A" (TYP.) SURFACE- a tl w~ Q PIPE (TYP.) 6„ SEE DWG. NO. S12 2' 0" SPLICE / 0.0 FT/FT —�7- (TYP.) yb� > U MIN. (ALT.) VARIES W a N d _02 FT_/F� 2'/z" CLR. 7/z" VARIE — f z 3 > o I IER AND ®•5 CONT. j 1 1" CLR. I j I I i I SIDEWALK DETFOR PIED. RAILS SE �c 2' 0" MIN. SPLICE I� j 1" 1' 1 f 2'-0" SPLICE • ! DWG. NO. S15 (TYP.) 0 (TYP. AT OVERHANG) 3 E0. ! MIN. I 1 w 1 i SPA. I C a I j S o qL GIRDER A GIRDER B CL GIRDER C (L GIRDER D (L GIRDER E (.GIRDER F GIRDER G GIRDER H ii GIRDER I q,GIRDER J It GIRDER K It GIRDER L (t GIRDER'M p �S -- B�TWEEN GIRDERS)AB80T.REINF. — —® •6 12 SPA.Q 6'-2" 3 74' 0" _ -- —------`- -4'/2"I O (- ■- a z a - � a g' TYPICAL SECTION 0 m LOOKING AHEAD ON STATIONING PN � ALL DIMENSIONS ARE MEASURED PERPENDICULAR TO CL OAKESDALE e 71 �8 Es • c m N N BRG. Y4C SPAN -),C fE BRG. "A" DIMEN. Q BRG. W z m SEE GIRDER S HEDULE DWG.NO.S12 w /—BEND IN FIELD a '/4 PT 1/4 PT. — \. FINISHED GRADE 3'4" FILLET LINE o . SCREED SETTING DIMENSIONS TYPICAL SECTION THROUGH GIRDER FOR DIMENSION ''C",SEE GIRDER SHOWING METHOD OF ADJUSTING ROADWAY ELEVATIONS SCHEDULE DWG.NO.S12 • FOR VERTICAL CURVES,CAMBER OR SUPERELEVATION. OR r 2 ! SIG.NA�TURES \ /� >iGNAtURtS ♦j • • AND S£A•_S. l AND SEALS. 'REFER rC DRICINAL II REFER TO CN:GIMA_; Utz-SIZE CDNTRACi UIL- SIZE N'T CCRAC DOCL4ENT5 UA'E,D t� �DOCUME NTS DA7=D/ ��=CEVdFR '997 ss DECL Ea 1997 A I_ DWG.NO. GAKESDALE AVE. S.W. il PICKUP INTERMEDIATE DIAPHRAGM EXTENSION-PHASE ' S PRESTRESSED GIRDER DETAIL 1 SEET C � FORCE N '/4 POINTS OF SPAN ---- � NOTES: 66DE96 v I r LIFTING LOOPS 7j" X 4 X 7" SHEAR KEYS (OM17 I/2" I ALL DETAILS ON THIS SHEET ARE FOR PRETENSIONED DESIGN ONLY. ~ 5 - I/Z" DIA STRANDS-= -60' MIN. AT EXTERIOR FACE OF EXTERIOR GIRDERS) - 2 UNIT HOLD DOWN Z 90• MAX. 2" DIA.OPEN 6" MIN.,1'-6" MAX. N PLAN LENGTH IS THE HORIZONTAL LENGTH OF THE GIRDER. .--- = O 2: J o THE CONTRACTOR SHALL DETERMINE THE ACTUAL LENGTH OF EACH GIRDER s i I HOLE BY ADDING THE EFFECTS DUE TO VERTICAL CURVATURE,SUPERELEVATION, z w H- L AND SHORTENING DUE TO PRESTRESS AND SHRINKAGE. 3 �- x w N ; ) 1- _ EXTRA ALL GIRDERS.ON MUST BE EXERCISED IN HANDLING AND PLACING t) 3 0 CC z I L,.J - -F ALL GIRDERS OVER 130' LONG SHALL BE BRACED LATERALLY TO ` �i iv PREVENT TIPPING OR BUCKLING. EE f w(n I FI Z= I THE TOP SURFACE OF THE GIRDER FLANGE SHALL BE ROUGHENED H IN ACCORDANCE WITH SECTION 6-O2.3(25)H OF THE STANDARD 15 Q N SPECIFICATIONS. w AN r�I w 3 — IF THE LIFTING LOOPS EXTEND WITHIN 3" OF THE TOP OF THE N L'i I - - C.G. TOTAL HARPED STRANDS i ROADWAY SLAB THEY SHALL BE CUT OFF PRIOR TO POURING THE 0 CC I 1 ROADWAY SLAB. ALL LIFTING STRANDS SHALL BE OF THE SAME wLf) L C.G.TOTAL - STRAIGHT STRANDS 3" DIA OPEN HOLE YY L1J HARPING POINT MATERIAL AND STRENGTH AS THE PRESTRESSING STRANDS. WRAP THE a w I 0.4 SPAN LENGTH (CTR.TO CTR.BEARINGS) ± 1'-0" -� LIFTING LOOPS SO THAT EACH STRAND WILL CARRY ITS SHARE OF THE ___ __,_________ _________._____________.___._.-_- _.._-_._ _.__ -- TOTAL LOAD. EXTEND LIFTING LOOPS ENDING WITH A 9" LONG 90' O d BEARING HARPED STRANDS H RPED STRANDS BUNDLED HOOK TO WITHIN 3" CLEAR OF THE BOTTOM OF THE GIRDER. END TYPE A SPLAYED _ BTWN HARPING POINTS CUT ALL STRANDS FLUSH WITH THE GIRDER ENDS AND PAINT WITH AN APPROVED EPDXY RESIN EXCEPT FOR EXTENDED STRANDS AS SHOWN. FOR STUB ABUTMENT PIER OMIT HOLES AND PLACE INSERTS ON THE WITH END DIAPHRAGM CAST GIRDER ELEVATION FORMS FOR BEARING PAD RECESSES SHALL BE CONSTRUCTED AND S INTERIOR FACE OF EXTERIOR GIRDERS. FASTENED IN SUCH A MANNER AS NOT TO CAUSE DAMAGE TO THE ON GIRDER ENO g PLACE HOLES AND INSERTS PARALLEL TO GIRDER DURING THE STRAND RELEASE OPERATION, Z a E SKEW. INSERTS SHALL BE 1" RICHMOND O '6 ROCKET,BURKE HI-TENSILE,LANCASTER ALL STRANDS ARE ''/z" 0 LOW RELAXATION STRANDS (AASHTO M2O3 i 3 MALLEABLE OR APPROVED EOUAL. GRADE 270). }z oW W a' EXTENDED STRANDS AND BARS ARE PARALLEL TO GIRDER. s` E 2" 81 FOR SAWTEETH DETAILS SEE DWG.NO.S12 E GIRDER �FHANGERSRK BENDING DIAGRAM MEASURED GMiDER5 SPACES 3SPACES 3'-9" LS (4'-6" MIN.) V-6" SPAI �•5 �L3- j ALL DIMENSIONS ARE OUT TO OUT _ n N D� —_- ----- Y 3 - ! 6" - -_-$ CTRS.(9"hAAX.) S CTRS.YAX .-~ 7 MARK LOCATION SIZE ' 1 ' ' Gi GIRDER STIRRUPS 4 - J 4 S! o I ®'4 ■ - G2 GIRDER END S IRRUPS 5 •• - VARIES FOR 4$ 1/i CIR� i 4©•5 d 2 G9 •4 ml.5 ti ¢ Y FULL LENGTH W7 2'-0" IT YP') (TYP.) T-411 2" G3 GIRDER TOP FLANGE 5 STR. SKEWED SPANS MIN.SPL. G4 GIRDER LONGIT.FULL LENGTH 5 STR. C5 GIRDER END LONGIT. 7 STR. NOTE GIS GIRDER END TIES W12 FOR DIMENSION A.SEE tl JBARS-\� G7 GIRDER END TIES 3 GIRDER SCHEDULE.DWG.NO.S12 EXTEND � HARPED G8 GIRDER END TIES 3 6 ® • _��� I STRANDS 0 (TYPJ - ©•4 G9 GIRDER LONCIT.FULL LENGTH 4 STR. (TYP) S�•5 �' CIO GIRDER LONGIT. 6 STR. •3 OR •4 MAY BE SUBSTITUTED FOR o w W12,FIELD BENDING IS OPTIONAL. = m SAWTEETH— —— ®W12- 1:• o " T I I o0 CLR.1" CLR. 91/ ' 6" 9'/x"_i � 1��• e i X d i o MELD BEND �I a . ` n{ PIT.SIDE - .+. f I o o I '' TL�_ _ ° �3'"''' /5y,., 3! 1 I - k io J No 10 •6 EMBED 7' 0' -T' CLR. -' \} V I r p vl INTO GIRDER. o f. m I Y' CHAMFER --I`-- I I r ©.3 -' �.- ®.3 B Ifi• 4" ----- 1 3' R N -- ----_ --' '-X Fri I CTI N S T1 N C ' EXTEND STRAIGHT STRANDS(3) �9" 82 - --r THROUGH©UNLESS NOTED 41® W12 TIES AT 12" VERTICAL SPA. OTHERWISE STAGGER SPACING ON ALT.STIRRUPS. SAWTEETH SHOWN BY SHADED AREA ADJUST SPA-AT STRANDS TO CLEAR. i g TYPICAL END ELEVATION ENDS AHEAD ON STATION END TYPE Y Z SAWTEETH rr. .s�* ,,,....� • i Q END TYPE C SHOWN - END TYPE A SIMILAR © BARS LEFT OF A YES 9" 1 6" YES ff , R f v�R SI:NAT;;RES Ilk S;GNAIURGS ♦ B7 D" (�� ) } ANO SEALS. III, } AND SEALS. i} B2 - 0' (©) ; R tO OR IC,NA.t 0R .ER TC CR16i NA i -Si ZE CCNTRAC"'r ?jL,LL-SIZE CONTRACT+ "' >! ;-CJNENTS BATEO F l 7OC J►f N'S. OA*E^ ENDS BACK ON STATION t ;LCEMBER 1997 A ♦♦oEc1mKFI r997) " © BARS RIGHT OF �•w...r �,.,•,,,,r titi rf B2 - 3" (©) 0 z ONG. N OAKESDALE AVE. S.W. EXTENSION-PHASE 7A S12 s PRESTRESSED GIRDER DETAIL 2 sr+EEr 67 of 96 1 y GIRDER ALL HARPED STRANDS IN TOP OF GIRDER EXCESS OF 12 SHALL BE N N PLACED IN THIS BUNDLE.-- END OF ZO J 2" Q GIRDER P.S.GIRDER- ._. 2„(MIN.) --�- L- \"�--��''' Z•- Q I�� C.G.TOTAL I 1 LLJ 3 STRAK;HT STRANDS C.G.TOTAL O x w I { HARPED STRANDS 90' 3 i11 � O I 0 �', I --- - 21 19 25 I 26 zo z2 --- h ,.. H; cm Z 2 � 00 _ 17 i5 t3 tt 23 2a 12 to t6 18 ,, RRRIe > o 0�0 W — 00000 0 10 000 �, Q N W Y 3 N O O C.C. TOTAL HARPED 1- I AIL N W STRANDS I II� �'� C.G.Of LOWER { HARPED STRAND w N I ._ -_4___2 SPA.* 5"__— 2 SPAB. 2" BUNDLE BETWEEN I V. O QL HARPING POINTS. _ --�/�\�-- ` _ -ODD STRAND (MAY BE ADJUSTED SPLAY®,®,AND17W BARS _ TO EITHER SIDE OF WEB) STRAND PATTERN AT SPAN TRANSVERSE REINFORCING SAWTEETH DETAILS STRAND PATTERN AT GIRDER END STRAND LOCATION SEQUENCE SHALL BE AS SHOWN tD O2 ETC. AT SKEWED ENDS SAWTEETH ARE FULL WIDTH - USE SAWTEETH KEYS li HARPED STRAND LOCATION SEQUENCE ONLY TRANSVERSE REINF.SHOWN. FROM BOTTOM Of BOTTOM FLANGE TO BOTTOM OF ANGE Li z o SHALL BE AS SHOWN tO, O2 ETC. ADJACENT EST HARPED ACENT TO ARPEDASTRANDS D AS WELL SHOWN IN 00 SECTION B -DWG.NO.S10. Z U 'E s`a tC AHEAD _ rB ON STATIONING f & 92 Pt I -CCCP2 #7 I PLAN LENGTH BASED ON GIRDER DEFLECTION - D AT TIME OF SLAB POUR (120 DAYS) o - - --" DIMENSION A AT BEARINGS 8 jp ALONG GIRDER GRADE END 1 END 2 MIN.CONIC. HARPED STRNGHT LOCATION OF COMPR.STRENCTH C.C.STRANDS (IN.) a a rY- PLAN vi W W JACKING JACKING z A Q� It BRC. BRC. a N L et e2 Ni N2 P1 P2 LENGTH > � V NO.OF NO.Of v a )e N i in FORCE FORCE o 0 i i (SEE NOTE U W u - -� STRANDS (KIPS) STRANDS (KIPS) E F Fb fo u W W DWG.S11) N E a o i m I LEVEL 1 A M A A 1'-75/e" 130' F3O' 1' 3" r-J' r-75/e" 1'-75/e" 134'-2" 7.0 6.3 181, — 24 744 26 806 3%" 4/I" 3" 13" eye" 4'K" 7t GIRDER 18" — 22 682 26 806 3%" 4%" 3" 12" 2„ 4yd, I SLOPES r 1 H.K.L L A A 1'-75/e.. 130' 1'-3" 1'-3" 1'_75/e,. 1'-75/e" t34' 2" 7.0 6.0_%Z" EXPANDED 7/2„ LEVEL /= 7.0 6.018" — 15 465 26 806 3%" 3%" 3" 81/7" 1%" 3/." POLYSTYRENE FOR 1 D,E.I,LJ A A 1'-7%" 130- 1'-3" 1'-3" 1'-7%" 1'-7%" 13a'-Z" SKEWS GREATER ELEVATION N10R N2-� g THAN 15• W GIRDER SCHEDULE 1'-3" I m L go. I L 4" CHAMFER ON WEB ,,.�+�� r•�e w� o _FOR SKEWS GREATER THAN 15' Pt AN 0 SIGNATURES % / SIGNATURES • j } ANQ SEALS. } AND SE A!5. BEARING RECESS DETAIL %REFER iI QRILINALo +REFER TO ORIGINAL >�::il'_'�SIZE LONTFACTt UlL-SIZE. CGNTR oLlcu Ni$ )AIEU} G.ICUMCNTS DA`EG� R OECEMiFR 1997� OFCENBLR �997� iy 4 i DWG. NO. OAKESDALE AVE. S.W. EXTENSION-PHASE to S13 r-INSTALL BRIDGE APPROACH SLAB CONSTRUCT9' ANCHOR DETAILS (STD.PLAN A-02 (TYP.) DIAPHRAGM DETAILS SHEET EDGE OF PAV'T. SEAT ROUGHENED IOSUR ACE N JOINT W/- J tBRG. BRc 68 OF96 DIAPHRAGM ENO FLUSH WITH EDGE OF SLAB I 2' 4" �, A A 2' 4" TOP OF GIRDER I BACK OF PAV'T SEAT—� ) ---^ ! SLAB STEEL -- 301 •6 135• FIELD BEND „ o 1-0 I•�• -- -- GIR. rI �I I ,,,PARALLEL7rb t0' DGIR. I 306 •4 TIES Q 1 3" T4IE Q 1 3- -2 301 •6 FULL WIDTH 1 2" CHAMFER 30 •4, 0Q '4, 0 •4 STIRR. (2 11" SPLICE WHEN REOD 2" CHAMFER- 3 _ 7 3" FILLET 02 •4 N - 302 •4 FULL WIDTH ' I 0 •4 STIRR. Q 1-3" 4. I 11/2 -30 •4 STIRR.Q T-3Z Q 0- I a •4 STIRR.Q 1 3"N 2 302 •a FULL WIDTH Q (2-0" SPLICE WHEN REQ'D. TYP.) i ENE)3 F PRECAST GIRDER w L - — 4 (TYP.) CDl - -_ _ 30 • N 1" x 6" x 3'-0" - -- - —'"" - 2 01 •6 FULL WIDTH I - a PREMOLDED JOINT FILLER - - - - _ / (2'-1 SPLICE WHEN REQ'D) : — t/2" RECESS COVERING OPEN JOINT. L _ FASTEN W/ CONCRETE CONSTR.JT.WITH & 02 •4 FULL WIDTH - 301 •6 d NAILS Q 6" CTR.MAX. ROUGHENED SURFACE © of 1 GIR. SEAT & oh I I RECESS LEVEL --� SEE DETAIL h` e RING PAD 10.1 10" _ I -- 1/2" OPEN JOINT o� I BEARING C F 2•-2'/2"� m.. 1 ro. 1,- ��3_-_'1 �- z - TYPICAL END DIAPHRAGM -PIER WALL U d ,'W l I - - 1" x 6" PREMOLDEO JOINT FILLER. ga AT END PIERS i - T-3" FASTEN WITH 2" CONCRETE NAILS v 1,-3;• f' Q 6" CTRS.MAX. SECTION A g� CONSTRUCTION JOINT — GIRDER SURFACE SEE GIRDER SCHEDULE DWG.NO.S12 FOR DIMENSION "A". 0" MIN. ALL LONGITUDINAL DIMENSIONS ARE NORMAL TO SKEW. 2112" MAX.- •4 STIRR. In BEND IN I = x= 2 Q 3"- " — w FIELD 135' OPEN g : I MAX. 1" CHAMFER - -- I . I' I pIM.ALONG Z 53 •8 FULL LENGTH © N \ �I/e" OPENI JOINT INTERM.DIAPHRAGM --- TOP OF GIRDER 1" x 5" x 5" GIRDER STOP BRG. PAD — (4'-3" SPLICE) 1 JOINT; 355 •4 Y --0 (SEE DETAIL THIS SHEET).GIRDER STOP BRG.PADS LOCATED ON -t` 3" x V-0" FILLETS GIRDER A THROUGH L Q PIER 1 i 1" CHAMFER ` T GIRDERS AN IR E B R M o BETWEEN ENCONSTRUCTED R 2. SIM. FOR CORDER STOPS �I B E GYd 4 54 •7 TOP ^I ^ - - 53 .8 CONSTRUCTED AFTER GIRDER PLACEMENT. �t- CONSTR. JOINT W/ (3' 4" SPLICE __ WHEN REQ'D) - I I I = �� i+�I © 6/" (TYP.) ROUGHENED SURFACE :. 52 •4 BETWEEN GIRDERS /e x 2" x 4" SHEAR KEY - - - ALL GIRDER WEBS iv 5 -ELASTOMERIC BEARING L SHALL BE VERTICAL PLACE GROUT AFTER GIRDER PLACEMENT - PAD (SEE BEARING PAD 351 •9 DETAIL DWG.NO. S6) m I --SEE "ANCHOR L 351 .9 FULL LENGTH NORMAL TO GRADE - GIR_DER STOPS CONSTRUCTED GIRDER ST CONSTRUCTED i w m DETAILS" (3'-11" SPLICE) 35 •4 STIRR. -_- ------. 4-- ----- --- © PRIOR TO GIRDER PLACEMENT AFTER GIRDER PLACEMENT GIR. 52 a BETWEEN GIRDERS TAIL C NOTE_ CTION GIRDER STOPS MAY BE CONSTRUCTED PRIOR TO 2 ® •4 BETWEE GIRDER PLACEMENT OR CONSTRUCTFO AFTER GIRDERS SE FRAMING PLANER PLACEMENT. THE a -- --- -- BE O USED FOR EACH PIER.SAAAE METHOD SMALL TYPICAL INTERMEDIATE DIAPHRAGM r o FACE OF DIAPHRAGM - EXPANDED L 5' OE m T 1" DIA. BOLT - - - 9/z" THREAD LCFEN REMOLDED JOINT FILLER POLYSTERENE GIRDERS SHALL BE HELD RIGIDLY IN PLACE WHEN DIAPHRAGMS _� PEN JOINT. ARE PLACED.REINFORCING BARS SHALL BE THREADED THROUGH --- - ITH 2" CONCRETE NAILS __ �__ALONG ��NGTH HOLES IN GIRDERS PRIOR TO PLACING OF EXTERIOR GIRDERS. - - -� MAX. - ❑ OF GIRDER SEE DWG.NO. S15 FOR PEDESTRIAN BARRIER AND SIDEWALK. FACE OF T SEE GIRDER SCHEDULE DWG.NO. S12 FOR DIMENSION "A". WEB PLACE PADS PARALLEL TO GRADE WHERE SHOWN IN THE . BOND TO GIRDER If STOP ONLY WITHL AN APPROVED RUBBER CEMENT PIER WALL BEARING PAD BIRDER STOP BRIG. PAD ,��" H `'•. �,.-'"DR d D ROMETEDREHARDNESSIC 60. (TOTAL 24 REQ p SHIMS) ; ER rc oLtctNAt JL ERsc£'ALES 1 r + AND SEALS. I AfiD SEALS' i R<< Ill+ t RICINAE TOP ANCHOR BOT. ANCHOR .-L-SIZE coATJO cANrNAcr >< DOCl:4EV r5 DA?ED I ppC,�EN S DATED f tj ANCHOR DETAILS \DF,CEWER 1997/ DECEMBER 1"- AS.T.M. A-307 SECTION _ T I O N - -_..«r1# r� z DWG.NO. OAKESDALE AVE. S.W. EXTENSION-PHASE IA S14 SLAB REINFORCEMENT SHEET 69 OF96 Lo Z= o.10 Y N z w; r- , a' o LLJ Z 5 0 9" & 4 4 0 1'-6" = N U ® 184 4 92 SPA.RESPECTIVELY 138' 0" STA_49.76.22- - R•_659.63' rt/BRG.PIER 2 N p 4 412 •5 TOP CONT.(TYP. EA OVERHANG) (40 4 LTA P.C. } w O ( BRG.PIER 1 c Z)= L� J 3 m EDGE OF SLAB- I Q a"; J i (n BACK OF PAVEMENT // / I \_5 ®®6 TOP & Li SEAT, PIER 1 t - ---------------------------------- ------- -- ------ - --- ---7" FL®C6EOOSPA. a / / CD N I - ---- --- ----L Y e 5 411 -5 TOP CONT. C C + (TYP.BETWEEN GIRDERS) ---- $$� j - U d a .a • � I // - I ----'----- -- -----49.00 ------^-------� � OAKESDALE --- / 50•00 I' 1 U /r � � I =liCL13 4 401 5 BOT. CONT. ---- -- ---- --------------------- --- ------ f +� (TYP.BETWEEN i Vy GIRDERS) - --�--- �•�_ / ' �� � BACK OF ' 1 PAVEMENT 402 •5 BOT. /_----- ------ ----- - ------- --------- --- ---- ---- -- I SEAT.PIER 2 (TYP.EA. J I Ii OVERHANG) / ------- 1 d E I -------------- - - -- ----- EDGE OF SLAB ------------ ----- o ( �I i JC 9.. E�• g I -- — — 9�IE— I•• T ®_ - L _6 aoT., 3' I 450 6 TOP & 6 6 BOT. j ®•6 SPLICED W/_ ®6.TOP d 7 �.•6__q_ 93 SPA.! 9"_69'-9" j' 66TB0 1 6 TOP_L 4 _ �-• 37 SPA.! 8" - 24' 8-�_- 59 SPA.0 9" 44'-3" g"- (LAP SPLICE LOCATIONS FOR TOP BARS SHALL 8E ALTERNATED) 9., j m j �5 8 6 TOP & 45 _6 SPLICED W/ ®®•6 TOP &' I ®• fj I 27 SPA G 9" 20' 3" 5 461 •6 BOT. ®•6 SPLICED W/ 46 •6 BOT. J I 45�6 SPLICED W/ © 6 TOP 2a SPA. Q 9" - 18' 0" j & 1 •6 SPLICED W/ © •6 BOT. j I ath..- FLARE ! EQ. SPA. 24 SPA 0 9" ----� i } 1 6 TOP LEFT EDGE' TOP RIGHT EDGE_ -- _ — -- 471T-6 TOP EA.EDGE 9"� �9'� j j ® ��z' j \ 31 SPA o 8 - 20' 8 �6 TOP LEFT EDGE 9„ 80 SPA ! 9" 60' 0" 93 SPA ! 9" 69'-9" rya , 3" _ S ]•5 ! 9" L 4 •4 ! 1'-6" - -----.� TE�Zilv_-6 TOP LEFT EDGE �- - ®7 ®•6 TOP LEFT EDGE 5 SPA.O 8" - 3' 4" - p 182 0 91 SPA.RE SPEC TIY�LY - 136 -6" ,—g1, 'a z 1` 24 SPA Q 9" - 18'-0" 27 SPA ! 9" 20'-3" L- a7 'V 6 TOP RIGHT EDGE a N�� N � ` t > 3 SPA.v 9" - 2'-3" NOTES: 4. TRANSVERSE SLAB REINFORCEMENT SHALL BE PLACED t ,�P R_PEN I LAR TO THE GIRDER CENTERLINES, EXCEPT a ;� .�, h sg L 1, FOR TYPICAL CROSS SECTION SEE DWG.NO.S10 �S,}SAND S4 BARS SHALL BE PLACED PERPENDICULAR a F`,A Ic��Al ��ta � tcty� W THE E OF SLAB. a k^s R s raA 2. MINIMUM LAP SPLICES SHALL BE AS FOLLOWS FOR •6 EPDXY COATED BARS, 2'-5" 5. TYPICAL SPLICE LOCATIONS ARE SHOWN FOR TOP •ffR -�! •ec• _y�,9P • SLAB REINFORCEMENT PLAN FOR •5 EPDXY COATED BARS, 2'-0" REINFORCEMENT ONLY. •''•W+``• FOR •6 UNCOATED BARS,2'-0" y FOR •5 UNCOATED BARS, 2'-0" (+ * - 3. ® DENOTES EPDXY COATED BARS. z DWG. NO. OAKESDAL E AVE. S.W. EXTENSION-PHASE 1A S 1 S " M]•6 TOP CONT. W/3'-7" PEDESTRIAN BARRIER SHEET ®•4 MIN.SPLICE AND SIDEWALK 70 OF-96 • f -1- --- ------�- FRONT FACE OF PEDES RIAN BARRIER ---- N STD.DATE NUMERALS (NO DATE ON APPROACHING Z x Y RIGHT OF APPROACHING ' TRAFFIC. N Z W 0 g N TOP Of SIDEWALK -- - Y -SIDEWALK JOINTS W/ I/2" PREMOLDED JOINT V�1 w O •d A FILLER 0 24'-0" MAX. SPACING. ALIGN WITH BARRIER JOINTS. i 11 3 w x x cc EXPANSION JT TYPICAL_DUMMY_-J�INJTS QN BRIDDDG_ 1- (1 w :z (WHEN HOWN; SEE DWG.NO.S9 WN ` END VIEW ON LAYOUT) �3 Cr PLAN - PEDESTRIAN BARRIER o o BARRIER CONTINUOUS BETWEEN ROADWAY EXPANSION JOINTS. CONSTRUCTION w a JOINTS WITH SHEAR KEYS ARE PERMISSIBLE AT DUMMY JOINT LOCATIONS. �c FORM JOINTS BETWEEN DUMMY JOINTS SHALL NOT BE PERMITTED. a o LL, a OMIT DUMMY JT. ON THIS FACE o h Y• • � I 1 z 6T 2- 2 0 i z 2 2 �1 (- z a - U c W DUMMY JOINTS g` NORMAL TO • JOINT DUMMY JOI ----� m NT GRADE g I 8,_8„ c _ 9%2,. fl .r -y4" CHAMFER (TYP) d� cm: ®•4 0 1'-6" r, VIEW A SURFACE FINISH ®•6 CONTINUOUS :x zj SECTION _ �TO BE EQUIV. SECTION 2-2 & PARALLEL TO W/3'-7" MIN.SPLICE z� W ALL CHAMFERS YA �� al SEE LAYOUT" FOR APPLICABLE ©' ml 1_/e RDWY.SURFACE VERTICAL -- 5 = 5 a 9" 4p SURFACE FINISH. ®®4 0 ®•5 � 9 — �? 1 2" DIA. CONDUIT - - � �•4 CONTINUOUS 1-6" - �- W/2'-0" MIN.SPLICE USE �A" EDGER ) ,WEST&SIDEWALK ONLY — ®•4 0 1'-6" i. TRAFFIC BARRIER AT ENO OF BRIDGE_ I 4 0.02'/FT. _ TOP OF RDWY.SLAB I ROUGHENED SURFACE4'-6" MIN.- 6'-0" MAX. DATE NUMERALS l (LEVEL ED SU.> I--- -- (INSIDE FACE) SEE STD.PLAN E-1 3 z 0 1 � / CLR. nl II I ORMED DECK EDGE E z F DATE NUMERALS SLAB REINF. i L I SEE I �I -{ a I FORMED BARRIER EDGE- OTHER PLAN I --�{"-' zHALF-ROUND Y4" CHAMFER OR PEDESTRIAN BARRIER BAR LIST SHEETS FOR �- TOP OF TOP OF ALL REINFORCING SHALL BE AASHTO M 31,GR.60. DETAILS DRIP GROOVE ROADWAY 510EWALK o TOP OF MARK SIZE LENGTH BENDING DIAGRAM NOTE: SLAB (ALL DIMENSIONS ARE OUT TO OUT) REINFORCEMENT AND CONCRETE FOR SIDEWALK IS INCLUDED IN 81 5 (0) Z„ "SUPERSTRUCTURE-SPRINGBROOK CREEK BRIDGE" �•4_&_fS-4-1!4__SPA.0 1'-6"_MAX_ B2 4 4'-0" STIR. _ _®__ '9_L[Q]•5_ SPA 0 9" MAX. 83 4 (0) STIR. 0, -T TYPICAL SECTION - OUTSIDE ELEVATION - B4 6 STIR. r s?; 12 °! PEDESTRIAN BARRIER END OF PEDESTRIAN BARRIER 85 5 (0) ®� __ • HEIGHT.PEDESTRIAN BARRIER HEIGHT MAY VARYRY IF REQUIRED TO PROVIDE A SMOOTH PROFILE. o B6 4 (0) STIR, ".+• +.+ OR > B7 4 (0) FOR S3 & S4 BAR BENDS AND ® ! SIGMA%iRES I Slc Ar aEs 1 SIZES,SEE DWG. NO.S17. AND SEALS, * AND SEAS. t }7- FR TO ORIGINAL REFER TO OR:GINAL� B6 6 (0) t'" (0) DETERMINE FROM PLANS : ; -slzE GONrRA"Tj+ u.L s+zE coNrRAC# 89 6 6' 0" STR t Doca ENTS DATED F ttDOc.IULNTS DATED i 6 ® DENOTES EPDXY COATED BAR t�DFrFMeER '99Tr �cECEwRea +.99T� Y z DWG.NO. OAKESDALE AVE. S.W. EXTENSION-PHASE 1A S 1 6 _ LUMINAIRE ANCHORAGE SHEET LIGHTING KET • I AND JUNCBONCBOX�CHORAGE AND MISCELLANEOUS DETAILS 71 Of-96 8, 4•, ;,, 8„ ZOE JUNCTION BOX 6" % 6" x 18" JUNCTION o cn FOR LUMINAIRE BOX FAR SIDE -- V7 J \ 1"0 SCHED. 80 RIGID I 3 C)d STEEL CONDUIT I C x N <L1J w (zp — 4 JB8; •6 - - 1 - - - o - _ - - - ! _ _ _ _ _ _ _ _ EXPANSION JOINT u o o � ;� .6 - - I 3'-0" LONG EXPANDED /- = f v TACK WELD iVs"0 BOLT AASHTO - - - - - ` ` _ _ _ _L - - - - - - - POLYSTYRENE SLEEVE CONDUIT EXPANSION �j (TYP.) ` vlvT G� ` M164t EMBED 6" MIN. �- AROUND CONDUIT. —"-- FITTING wl L�j<r let% 14 x t' LLJ _ I'1 Q 7 wICn / u I \ I CONDUIT PIPE - --BONDING JUMPER a Q -- LEVEL LIDS 3"; 5", 5"; 13" oQ 89 •s V CONDUIT EXPANSION FITTING CALV. OR CONDUIT FITTING - 0-Z TYPE AX OR EQUAL FOR MOVEMENT OF 2'' MAX. TOP OF ROADWAY SLAB PVC PIPE DRAINPLUMB LINES FOR BRIDGE EXP. JOINTS 0 PIERS 1& 2. 0 0 e, z b 0 (- . ELEVATION OUTSIDE FACE OF BARRIER E w 3 '/4'' THICK SYNTHETIC k- SECTION AT LUMINAIRE CLOSED CELL EXPANDED o RUBBER JT.FILLER NOTE: FOR STEEL LIGHT STANDARD BASE DETAILS. CEMENTED TO JT.SEAL m� SEE STANDARD PLAN Jib off THROUGH SEAL. MAKE — -45° SURE THE EXPOSED SIDE IS NOT DAMAGED, 6F THEN CUT OUT THE JOINT WEDGE — o QQI 1'/4"_4Q 40•F TEMPERATURE OF EXPANSIO J 2/3 H r ;if �w! '/4" Q 64•F OFRFORMING UCTURE AT TIME EXPANSION J7 i+ TOP OF R'DWY. SLAB T EXPANSION JOINT U'o ANGLE VARIES OR FACE OF CURB s" Q 80•F - ORM.) DETAIL ff - + USE %" EDGER 3 Z N N - EXPANSION JOINT SEAL K a I a 1/4" THICK SYNTHETIC CLOSED CELL In I I DRILL Vz" DIA HOLES THROUGH SEAL WITH STANDARD TWIST DRILL MAKING SURE THE TOP MEMBRANE IS NOT EXPANDED RUBBER JOINT FILLER fr j DAMAGED.CUT HOLE WITH SHARP LONG BLADE KNIFE. - a CEMENT TO .JOINT SEAL a _ p I I U W CLOSED END — > = V OPEN JOINT o \ (NORM.) ELASTOMERIC EXPANSION VERTICAL AT END PIERS n w `'�'1 JOINT SEAL CUT &BEND In SEE DETAIL SECTION L = I GUT & BENQ e - �, E T AIL E SEE DETAIL . _ _ w O.S.BROWN WATSON BOWMAN �EEL�AStOMER STRUCTURAL ACME SEALS ACCESSORIES SEAL W(in. SEAL WGn_) AL W(in W(in.) 0 CV-2000 2 I WA-200I_ 2 X 2000 2 SA 2000` 2 J �,.»••��t r,,...�� EXPANSION JOINT DETAIL TESTkG SHALL 9E PER AASHTO M-220 PRIOR 10 USE f FDe � / S:tkatDaEs S!CNA`ORES 1 AND SEALS. t AND SEA,S% t �aEFER TO ORI:INAI.Z I RE•ER 10 OR IG'�s ? CON'RAC T# tr__:­SIZi CDNTGA: + A >, "DC'-K-WS DATED t %OOCLMENIS DATE^/ Yx'­�430 199Y o z a OAKESOALE AVE. S.W. EXTENSION-PHASE lA DWG. NO. S - Bor is included in E - Bar is to be epoxy coated. S'E substructure S Bar is included in quontities. substructure quantities. - Bor �s to be epoxy coated. pARLIST SHEET V - Bar dimensions varybetween dimensions quontities. . V Bar dimensions vary between dimensions 72 DEgg L - Lump sum quantity. Shown on this line and the following line. L • Lump sum quantity shown on this line and the following line. T TIE,S - Stirrup, T • TIE,S - Stirrup. REINFORCEMENT N z or E • Earthquake or E - Earth quake BENDING DIAGRAMS gt= a 3 o i DIMENSIONS (Out to Out) - DIMENSIONS (Out to Out) Y 0 - LENGTH WEIGHT Y O F K Qj IINCTM WEIGHT ' w 3 4 o LOCATION N 0 a g U W X Y Z 8t B2 Z LOCATION N Z 0 '^ w U W X Y Z 81 BZ g v z E O �i X N m w Ft. In. Ft. In. Ft. In. Ft I,. Ft In. De4. Dp. Ft. In. Lbs. w ' Fl. In. Ft. In. Ft. In. Ft In. Ft In. g. D-q. Ft. In. Lbs. V I ``' SUBSTRUCTURE ALL - i Z 3 F-- DRILLED SHAFTS 258 E MALL - HORIZ 4 18 68 5 V 1 6.0 0 6.0 0 6.0 1 0.0 3 t t 6.0 2 1.0 0 6.0 2 7.0 6 3 51 11 IER I SHAFT LONG. STEEL 11 64 50 $ 60 0.0 60 0 20,402 259 WALL - BARRIER 4 9 50 S 6 3.0 6 3 3B < ~ - tt IER t SHAFT LONG. STEEL tt 64 SO $ t5 0.0 15 0 5t 50 E WALL - BARR1 R 5 17 5 6 3. 6 3 tit }- U- ---.•�t1 i N J 1 1 HA W231 ` Z 2 Cr 13 IER t SHAFT SPIRAL 4 4 67 $ 5 0.0 237 0.0 0 3.5 3692 5 9866� 271 W WALL - VERT 5 t8 50 S 11 9.0 13 9 2S 17PE 50 ~ >r- Q 272 W WALL - VERT 8 1 50 5 13 9.0 13 9 37 �� .,� Q N m 21 IER 2 SHAFT LONG. STEEL 11 64 SO 5 51 9.0 51 9 17597 273 W MALL - HORIZ CORNER 6 8 80 S 4 0.0 t 0.0 0 3.0 30 4 tt 6 '� J 6[ R 2 HAFT_£P RA 4 4 T 5 17 7 6 7 5 71 W WA L - HORIZ t1 v • W 3 275 w WALL - HORIZ 8 1S 51 �S' 6 2.0 9 t 361 I L. u .�� • N 276 W WaLI - HORIZ 5 6 51 S 8 2.0 8 9 5 p SHAFT CAP PIER 1WE a V) 101 IER 1 SHAFT CAP BOT. STIRR. 6 129 72 T S 6 2.0 3 7.0 3 7.0 14 4 27T7 270 W WALL - VERT S 1 SO 5 13 9.0 1J 9 57 w-- t02 IER t SHAFT CAP TOP STIRR. 6 129 72 T $ t 1.0 6 2.0 7 9 t5 278 W WALL - HORIZ 4 14 61 T S V 0 6.0 t 0.0 1 0.0 0 6.0 0 6.0 3 2 I T W 1 ��Tfil r.-n -n_ 1 _7 L.n n fi-n Al 7 1 56 279 W WALL - BARRIER 4 4 50 $ 6 3.0 6 J 17 7r� t04 IER 1 SHAFT CAP 80 T. STIRR. 6 2 72 T S 8 0.0 3 7.0 3 T.0 16 2 4 280 MALL - BARRIER 5 T 50 $ 6 3.0 6 7 4 0= tp5 IER t SHAFT CAP TOP STIRR. 6' I TY T S 1 1.0 8 0.0 9 T 2� O_ 106iPIER 1 SHAFT CAP BOT. LONG. tt t6 50 5 60 0.0 6 0 51 1 7 ' R t SHAFT GAP&QT. G. tl 1 5 4 4 4 PP�Rz71R T R i08 IER I SHAFT CAP SIDE LONG. 6 6 50 S 40 0.0 4 0 481 END DIAPHRAGMS it 62 109 IER I SHAFT CAP SIDE LONG. 6 4 50 S 29 6.0 29 6 1T7 01 END DLA HORIZ CONT. 6 8�50 f f 1325 110 IER I $HAFT CAP TOP LONG. 11 16 SO S 60 0.0 6 0 51 02 END OIA HORIZ CONT. 4 20 SO f f I t488 tit IER t SHAFT CAP TOP LONG. 11 16 SO S 52 6.0 52 6 1463 03 END DIA STIRRUP 4 85 T3 T 0 e.S 7 6.0 8 6 IB3 ABUTMENT WALL PIER 1 04 END DIA STIRRUP 4 6S T3 T 0 6.5 7 6.0 B 5 4B6 L.L_z s 0 3 A I R 11P 4 85 61 .S 1 .0 8 5 6 - II 06 END DIA TIES 4 85 56 T 1 10.5 I 2 6 140 O p 115 IER 1 STEM WALL VERT. 5 1J8 S4 S 10 0 10 9 1511 INTERMEDIATE DIAPHRAGMS J 116 IER t STEM WALL VERT. 6 138 54 S 10 0.0 t0 10 22481 z gg l 1t7 q 1 STEM WALL TOP 4 T 1 �'O. 1 1 3 1 351 INT DIA HORIZ BOT CONi. 9 J 50 f f ig ~_L 9 d 178 IER t STEM WALL TIES 4 t05 70 T S 0 8.0 1 10.0 2 11 205 �352 IN 0�A HORIZ BTM. GIR. 4 1,44 S 0.0 0 5 n 119 IER I STEM MALL HORIZ. 5 105 50 S 40 0.0 40 0 4381 353 INT DIA HORIZ al. 8 3 50 f f 62 X () 120 IER I STEM WALL HORIZ. S IS 50 S 32 6'0 32 6 508 354 INT DIA HORIZ TOP CONT. 7 12 SO f f t86 \ 755 INT DIA STIRRUP 4 288 71 0 5.0 4 3.3 1 3.3 9 767 O 1126 IER 1 STEM MALL RESTRAINER 4 64 61 T S 1 t0.0 2 0.0 2 0.0 5 8I 242 DECK SLAB H 126 IER 1 STEM WALL RESTRAINER 4 24 6t T S 4 3.0 3 0.0 3 0.0 10 I 162 ���� I 401 SLAB SOT LONGIT INT CONT. 5 48 50 f f 712 LUl I s I 85PAI X 71 J 126 PIER 1 STEM WALL RESTRAINER 4 4 61 T S 1 3.0 3 0.0 3 0.0 7 1 t9 402 SLAB BOT LONGIT EXT CONT. 5 4 50 f f 59 =--� Ott SLAB TOP ONGIT INT CONT. 5 60 S f 890 T7PE H Al'�A�-�I�iF2 412 SLAB TOP LONGIT EXT CONT. 5 8 50 E f f lie , 201 IER 2 SHAFT CAP BOT. STIRR. 6 135 72 T S 6 2.0 3 7.0 3 7.0 14 4 2902 450 SLB TOP TRANSV SOUTH ENO 6 60 51 E V 7 6.0 4 2 ` * 202 IER 2 SHAFT CAP TOP STIRR. 6 135 72 T S 1 1.0 6 2.0 I 7 9 1569 S6 3.0 5 tt 275 Y 203 IER 2 SHAFT CAP TIES 5 540 72 T 5 0 11.0 3 7.0 4 10 2T34. _ Nq 204 R HA CA SOT. IR 2 $ O.OI .0 .0 1 2 49 412 SLB TOP TRANSV N06S'LAP V 6 50 SO E V 21 3.0 21 3 PYg9J 205 IER 2 SHAFT CAP TOP STIRR. 6 2 72 T S 1 t.0 8 0.0 9 7 29 42 8.5 4 9 240 206 IER 2 SHIFT CAP SOT. LONG. 11 16 50 S 60 0.0 6 0 5100 207 IER 2 SHAFT CAP BOT. LONG. It 16 50 5 56 6.0 56 6 4803 453 ISLE TOP TRANSV MIDDLE 6 94 5/ E 38 4.5 3 1 SSt T B IER Z SHAFT CAP SIDE 1 4 4 t 454�S�L8 TOP TRANSV MIDDLE 6 94 5f E 44 6.5 4 3 630 �X IX 209 MEW R 2 SHAFT CAP SIDE LONG. 6 4 50 S 31 6.0 31 6 189 45 5' LS TOP R NORTH ORTH END V 6 28 51 JE V 1.01 5 7 2t0 IER 2 $HIfT CAP TOP ,LONG. 11 16 50 S 0 0.0 60 0 St I 33 3.5 3 192 {1T�� 2tt IER 2 $HAFT CAP TOP LONG. it 76 50 S 4 6.0 54 6 4633 156 SLB TOP TRANSV NORTH END V 6 38 St E V 32 5.5 3 U Y if�i77 460 518 BOT TRANSV SOUTH 6 60,50 V J 6.0 �3 TTPE 72 17l'E 13 4�k BU MEN WALL PIER 2 - --- 46t ISLE BOT TRANSV N06SO LAP 6 50 50 41 3.0 Al 3 309 215 IER 2 STEM WALL VERT. 5 141 54 S V 6 r6.0 7 3 462 I$LS BOT TRANSV NO&SO LAP V 6 SO 50 V 18 0.0 1 0 10 0.0 10 9 t3t7 39 5.0 3 S 215I 216 IER 2 STEM MALL VERT. 6 141 54 S V 6 6.0 T 4 1 B BOT TRANSV M1_ 18 Al- 3. 41 11 4: _I i m 464 SLB BOT TRANSV NORTH END 6 28 SO V ST 1.5 57 2 " 217 IER 2 STEM WALL TOP 4 65 62 T S 1 10.0 1 0.0 1 0.0 3 8 159 33 4.0 33 4 t90 2IS IER 2 STEM WALL TIES ♦ 90 70 T S 0 8.0 1 10.0 2 tt 175 465 SLB BOT TRANSV NORTH ENO 6 J8 50 V 32 5.5 3 6 2" IER 2 STEM WALL HORIZ. 5 26 50 S 40 0.0 4 0 1085 4 2.5 3 104 11 11 11 220 IER 2 STEM MALL HORIZ. 5 9 SO S 32 6.0 �O 66 305 U_ U E® 221 IER 2 STEM WALL HORIZ. S 2 0 2 .0 222 IER 2 STEM WALL HORIZ. 5 J 50 S 19 0.0 19 0 59 6 T.5 7 4 J Im 10 Tom, g 471 SLB OVERHANG TOP BARS 6 294 51 E 7 6.0 B 2 36t Y 472 SLB DVERHA14G TOP LEFT EDGE 6 60 51 E f 9.5 6 854 z S.TE_M WALL_-R SI 1 47 $ OVERHANG TOP LT EDGEV 6 _ 51 V T B.S U 226 PIER 2 STEM WALL RESTRAINER 4 24 61 T S 1 3.0 3 0.0 3 0.0 ICI t 162 4. 0.0 4 8 5 227 PIER 2 STEM ALL RESTRAINER 1 2 61 T S 4 6.0 3 0.0 3 0.0 1W 4 14 480 SLAB RIGHT TOP SPLAY BARS 6 5 St E V 2 10.5 7 I 0 226 PIER 2 STEM MALL RESTRAINER 4 2'61 T $ 1 1.3.0 3 0.0 3 0.0 T 1 9 3 S.5 2 211 29 7 �,V � 481 SLAB RIGHT BOT SPLAY BARS 6 5 51 V 2 10.5 T r t A HALL 482 SLAB LEFT T(� SPLAY BARS 6 S St E V 3 2.0 1 NOTE m t5t S�SE WALL - VERT S 18 50 S 76 9.0 16 9 314 7 11-p T 3 152 SE WALL - VERT B 1 50 5 16 9.0 16 9 45 483 SLAB LEFT BOT SPLAY BARS 6 5 51 V 3 2.0 1 1. ALL REINFORCING BARS ON THIS SHEET SHALL OF ASHTO M-31LIESS 153 ISE WALL - HORIZ CORNER 6 11 80 S 4 0.0 1 0.0 0 3.0 30 4 11 82 3 11.0 7 J SHOWN OTHERWISE. 154 WALL - HORI 5 19 SO 7 11.6 Ti11 157 t55 SE WALL - HORIZ 8 21 51 S 7 tL 0 156 E WALL - HORIZ 5 6 51 SI 7.11.0 B 16 495 7. RENF ORCNG FOR PEDESTRIAN BARRIERS NOT ygwN N THE BM LIST, SEE REDESTRLW BARRIER SHEET 157 �SE WALL - VERT 5 4 50 S 16 9.0 16 9 T S1, EDESTRIAN BARRIER BAR 5 368 61 2 J.0 1 6.0 3 8 1J9t 158 SSE WALL - HORIZ 4 17 61 T S V 0 6.0 1 0.0 1 0.0 0 6.0 0 6.0 3 2 $4 PEDESTRIAN BARRIER BAR 4 185 61 t 9.0 1 6.0 3 2 389 1. BEND FOR TRANSVERSE BARS DUE To ROADWAY CROWN CONDITIONS HAS NOT BEEN SHOWN. THESE BARS SMALL BE BENT AS REQUIRED 70 159 E WALL - BARRIER 4 4 SO IS. 6 3.0 6 3 17 CONFORM TO THE CONFIGURATION OF THE STRUCTURE. 160 E WALL - BARRIER 5 7 50 S 6 3.06 3 46f NUI/BER AND LENGTH aF BARS TO BE DEIEBINNED BY TFE CONTRACTart171 W WALL - VERT 5 1I s0 S 16 6.0 16 A 31 FRou PLANS. tit W MALL - VERT 8 t SO 516 6.0� 16_ 6 441 _ { I&I 1 W ■AL - H CORNER6 I1 9.0 1 6.0 1 6.0 3.0 05 12 5 STEEL REINFORCING BAR QUANTITIES NOT INCLUDED IN THIS BAR LIST 174 W WALL - HORIZ S 17 50 S 8 3.Oi 8 7 146 PEDESTRIAN BARRIER 594 175 W WALL - HORIZ 8 2t 51 5 8 3.01 9 2 514 SIDEWALK 594} t76 M MALL - HORIZ 5 6 5/ S 8 3.0 8 10 55184 179 W WALL - BARRIER 4 4 17 1 T 160 W WALL - BARRIER S 7 50 S 6 3.0 6 3 4 IER 2 CURTAIN WALLS 251 E WALL - VERT 5 32 50 S 17 0.0 17 0 567, 252 IE WALL - VERT 8 I 50 S 17 0.01 /7 0 45 ' - HORTZ CORNETS . 254 pE WALL - HOR1Z 5 t8 isall0 S I5 3.0 I t5 J 266 255 E WALL - HORIZ B 23 5t 5 IS 3.0 i 16 2I 9931 256 NE WALL - HORIZ 5 7 51 5 151 3.0 15 10 1177 DWG. NO. OAKESDALE AVE. S.W. EXTENSION-PHASE lA El 5 E C o 2 5 T o 2 3 N o R o A E o W . M . ILLUMINATION AND SHEET ry f PPSE OWER zo 0 o zo .o INTERCONNECT PLAN 73 of 96 ~ ® VAULT ILLUMINATION CONSTRUCTION NOTES GENERAL ILLUMINATION NOTES r+oaa r-zo CONDUIT AND WIRING SCHEDULE _ -- In �I 1. INSTALL GENERAL. ELECTRIC M-40OA2 POWR/DOOR LUMINAIRE 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET RUN Z t\ WITH MEDIUM TYPE III CUTOFF OPTICS,400 WATT HIGH LIGHTING AND JUNCTION BOX PER CITY OF RENTON N0. _ APPROX. 26' CONDUIT CONDUCTORS N PRESSURE SODIUM LAMP AND FIXED BASE TYPE. MOUNTING STANDARD PLAN J014 AND J015. Q o HEIGHT AND ARM LENGTH SHALL BE AS SHOWN ON ILLUMINATION 2 ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) BOEING SCHEDULE. INSTALL TYPE 1 JUNCTION BOX ADJACENT TO �3 oZ �� PROPERTY-^1 SHALL L LOCATED 6'FROM BACK OF CURB,EXCEPT o Q x Z Q (n LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. AT WALL C,E,AND F. 1 2" PVC SCH 40 2-•6, 1-•8 GROUND Ia wN Q� ON 3. REFEK TO SIGNAL PLAN FOR ILLUMINATION CONDUIT 2 2" PVC SCH 40 2-•6 O a� 2. INSTALL ONE TYPE III SERVICE CABINET PER CITY OF AT SIGNALIZED INTERSECTION. 3 2' PVC SCH 40 2 •4 z V3i CD RENTON STANDARD PLAN J012.AND AUXILIARY EQUIPMENT U ON NEW PAD FOUNDATION AT BACK OF SIDEWALK.LABEL WITH 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY 4 2" PVC SCH 40 SIGNAL w v~i STREET LIGHT NUMBERS ON TOP OF DOOR •0016. OF RENTON STANDARD PLAN J007. INTERCONNECT Q 5. SEE LOCATION OF LUMINAIRE ON SHEET E1. 5 3" PVC SCH 80 FUTURE_SIGNAL w T z: 3. (NOT USED) 6 3" PVC SCH 80 FUTURE SIGNAL 6 >^ -CDU 6. ALL LUMINAIRES TO BE REMOVED OR RELOCATED 7 2" PVC SCH 40 FUTURE SIGNAL SHALL BE FIRST DE-ENERGIZED AT THE SOURCE AND 8 2" PVC SCH 80 FUTURE SIGNAL w 3 J� 4. INSTALL TYPE 1 JUNCTION BOX PER CITY OF RENTON THEN HAVE ALL EXISTING LIGHTING WIRING REMOVED. V) JZ DETAIL TO POWER SOURCE STANDARD PLAN J016. COORDINATE WITH CITY OF RENTON, TRAFFIC DIVISION. N w- NOT TO SCALE 5. INSTALL TYPE II JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J016. p a 3 4 STA. 17.02 (41.0'LT) x • 4 STA. 15.41(54'LT) 4 STA.17.40 (41.0'LT) ; 1 •' CQ TO POWER SOURCE, W 6 APPROX. 346 L.F W. _ 5 STA. 15.45 (48'LT) -` z $ OF THE SERVICE STA 19.40 (41.0'LT) 4 E-� O € CABINET. SEE DETAIL STA.16.27 (41.0'LT? t W 6.1 Y ON THIS SHEET ` t 4 W r z Y I 4 TA. 1 •4 (47'LT) 2 x F-LLJ 2 Z 7 1 C!) z- __.. (� R/W R/W - L-1�. --- -__ _- t �_ � - = •,- CIJ & BEGIN CONSTRUCTION �' '/1 3 STA.15.25.00 s��{1 As O . - _ p) 18.00 < ,s•oo �{ 16.00 OAKESOALE AVE S.W. n•o0 19•00 ¢ 0 14.00 Nt•15'13.77"E U) W z ILLUMINATION SCHEDULE a POWER OFFSET (POLE RENTON ,� II SOURCE CENTERLINE TO MOUNTING FOUNDATION F LUMINAIRE WATTAGE HEIGHT DEPTH U CABINET LUMINAIRE POLE ROADWAY ARM CIRCUIT REMARKS NUMBER (L.F.) (L.F.) E LOCATION NO. LOCATION CENTERLINE) LENGTH NO. ¢ > a m R/W SERVICE L-1 15•40.0 52.0'LT. 10 L.F. A-t TO SERVICE CABINET 2336H 400 35 7 � 1 •49 (45'RT) CABINET L-2 t7.52.0 41.0'LT. 10 L.F. A 1 2334H 400 35 7 4STA AT NW CORNER L-3 19.52.0 41.0'LT. 10 L.F. A-1 2332H 400 35 7 F OF L-4 21.52.0 41.0'LT. 10 L.F. A-1 2330H 400 3S' 7 a - f INTERSECTION L-5 23.52.0 41.0'LT. 10 L.F. A-1 2328H 400 35 7 a ` STA 15.46 (50'RT) OF L 6 25 52.0 41.0'LT. 10 L.F. A 1 2326H 400 35 7 I 5 OAKESDALE L-7 27.52.0 41.0'LT. 10 L.F. A t 2324H 400 35 7 GENERAL SIGNAL NOTES I _ AND L-8 29.52.0 41.0'LT. 10 L.F. A-1 2322H 400 35 7 ~ SW 27TH L-9 31.52.0 41.0'LT. 10 L.F. A-1 2320H 400 35 7 1. JUNCTION BOX AND CONDUIT LOCATIONS ! STREET L-10 33.52.0 41.0'LT. 10 L.F. A 1 2318H 400 35 7 m SHALL BE FIELD ADJUSTED IN ORDER TO PLACE PARALLEL CONDUITS IN ONE TRENCH. •0016 L-11 35.52.0 41.0'LT. 10 L.F. A-1 2316H 400 35 7 L-12 36.40.0 41.0'RT. 10 L.F. A-2 2315F 250 35 7 L-13 37.40.6 41.0'LT. t0 L.F. A-2 2314F 250 35 7 SIGNAL LEGEND I { L-14 38.40.0 41.0'RT. 10 L.F. A-2 2313F 250 35 7 STA. 15"36 (138'RT) EXISTNG L 15 39.40.0 41.0'LT. t0 L.F. A 2 2312E 2 i0 35 7 m TYPE I JUNCTION BOX 4 SERVICE L-16 40.45.0 41.0'RT. 10 L.F. A 2 2311F 250 35 7 0 TYPE II JUNCTION BOX I { CABINET L-17 41.45.0 41.0'LT. 10 L.F. A-2 231OF 250 35 7 AT SE CORNER L-18 42.30.0 4t.0'RT. 10 L.F. A 2 2309F 250 35 7 OF L-19 43.30.0 41.0'LT. 10 L.F. A-2 2308F 250 35 7 • W ILLUMINATION LEGEND 7 INTERSECTION L-20_ 44.10.0 41.0'RT. 10 L.F. A-2 2307F 250 35 7 �,.•�+.� * OF L-21 45.17.0 41.0'LT. 10 L.F, A-2 2306F 250 35 7 i'' F� �� 2305F 250 47 8 / SIGNATURES t p JUNCTION BOX UNDER BRIDGE DECK OAKESDALE L-22 46.00.0 43.5'RT. 12 L.F. A 2 f AND SEALS. t m TYPE (JUNCTION BOX i I AND L-23 47.00.0 41.0'LT. 10 L.F. A-2 2304E 250 35 7 #REFER TD DRIGIN►Lo SW 16TH L 24 48.00.0 43.5'RT. 12 L.F. A-2- 2303F 250 47 8 =FULL-SIZE CONTRACT# ® ELECTRICAL SERVICE CABINET STREET _ t DDECEMBER DATED f • { STA.15 36 (182'RT) L-25 49.00.0 40.5'LT. 10 L.F. A 2 2302E 250 35 ON BRG. t D[DErBER ,997 f •0007 L-26 50.00.0 43.5'RT. 12 L.F. A-2 TO SERVICE CABINET 2301F 250 42 7 R►�+.....r+� }I�--� STREET LIGHT ASSEMBLY I 1 I { L-27 51.00.0 43.5'LT. 12 L.F. A-2 TO SERVICE Ca31NET 2300E 250 38 7 I g� -- CONDUIT RUN 1 i DWG.NO. OAKESDALE AVE. S.W. EXTENSION-PHASE 1A SEC 2 5 T o 2 3 N a R o 4 E o W . M . ILLUMINATION AND S,CE i INTERCONNECT PLAN 74OF96 vt zo to c zc 40 z — , p HORIZ.1"•20' z ~3 �� O I,,Vi o Q CL 4 3� • I. z ! In zo U 1 z j^ Z CD —v z Q(V cn oil i . o V) Y t 't T } i IT a Co 00 w S{A. 21.4C (41.0'LT.) ~ ; 1 2 1 1 2 } 2 a\ W r z 4 �� 4 C!� S 2 WR/W. - . _ R/W' __===— p -- ---- —�_ -- — (/) L 3 + ' L-4 L-5 0 , g-- OAKESOALE}AVE S.W. .. _ - (n - c\2 t 20.00 21.00 22.00 23.00 _ 24,E 25.00 3�6 z ---- -- ------- — 6 w ✓� rF .a z U I / 6 SPARE CONDUIT SCHEDULE 80 E AT Sl P. 20.25. CAP CONDUIT AT x > a m BOTH R/W LINES. U a ' o GENERAL ILLUMINATION NOTES: ILLUMINATION CONSTRUCTION NOTES: > 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET 1. INSTALL GENERAL ELECTRIC M-400A2 POWR/DOOR m LIGHTING AND JUNCTION BOX PER CITY OF RENTON LUMINAIRE WITH MEDIUM TYPE IIICUTOFF OPTICS, STANDARD PLAN J014 AND J015. 400 WATT HIGH PRESSURE SODIUM LAMP,AND FIXED 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) BASE TYPE.MOUNTING HEIGHT AND ARM LENGTH 6'FROM BACK OF CURB,EXCEPT SHALL L AS SHOWN ON SHEET E1 IN ILLUMINATION SHALL BE LOCATED SCHEDULE. INSTALL TYPE (JUNCTION BOX ADJACENT AT WALL C,E,AND F. TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT 2, INSTALL TYPE IJUNCTION BOX PER CITY OF RENTON AT SIGNALIZED INTERSECTION. STANDARD PLAN J016. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY OF RENTON STANDARD PLAN J007. CONDUIT AND WIRING SCHEDULE 5. SEE LOCATION OF LUMINAIRE ON SHEET E1. RUN r"rA��+' } r FOR N0. 6. ALL LUMINAIRES TO BE REMOVED OR RELOCATED CONDUIT CONDUCTORS SIGNATURES�t SHALL BE FIRST DE-ENERGIZED AT THE SOURCE AND AND SEALS. THEN HAVE ALL EXISTING LIGHTING WIRING REMOVED. Q COORDINATE WITH CITY OF RENTON, TRAFFIC DIVISION. i R LL- TO ORIGINAL f �E ULL-512E CI7NTRAC T# 1 2" PVC SCH 40 2- 6, 1- 8 GROUND %DOCU&ENTS DATED f 2 2" PVC SCH 40 2­6 % DECENBER 1997J 4 4 2" PVC SCPW 40 SIGNAL *++�• ,�"r ► INTERCONNECT z i. DWG.NO. OAKESOALE AVE. S.W. EXTENSION-PHASE IA S E C o 2 5 T o 2 3 N o R o 4 E o W . M . ILLUMINATION AND SH 3 i INTERCONNECT PLAN 75 of,96 ~ 20 10 0 20 40 N ZO 2 HORIZ.1"-20' _r Z 0 �3 c � ow f t> O Q 0L _ CA~ Z I`__t U L.J N W t I Z) �_ Z w z CD a aN �C-) }! w3 �LS J ON JZ V) _ w.- Yd w O(A x a Is IC Oz $_ W13TA 5.10 (41. T.) STA.29.40 (41.0'LT.) 2 W O 3 E-' z W STA.(27.40 41.0'LT.) 21241 R/W R/W U) 777 —— — —— ———————— -- M i L-6 L-7 Lo o OAKESDALE AVE S.W. O ce) - 6.00 27.00 28.00 29.00 30•00 E- -i d_ - - . - _ E-• _ - U 6 9 E t R/WR/NI E-' 4 GENERAL ILLUMINATION NOTES: ILLUMINATION CONSTRUCTION NOTES o 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET i. INSTALL GENERAL ELECTRIC M 400A2 POWR/DOOR LIGHTING AND JUNCTION BOX PER CITY OF RENTON LUMINAIRE WITH MEDIUM TYPE IIICUTOFF OPTICS, STANDARD PLAN J014 AND J015. 400 WATT HIGH PRESSURE SODIUM LAI.,P, AND FIXED > BASE TYPE.MOUNTING HEIGHT AND ARM LENGTH m 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE AS SHOWN ON SHEET EIIN ILLUMINATION �\ SHALL BE LOCATED 6'FROM BACK OF CURB,EXCEPT SCHEDULE. INSTALL TYPE IJUNCTION BOX ADJACENT / AT WALL C,E, AND F. TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. \ 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT AT SIGNALIZED INTERSECTION. 2. INSTALL TYPE IJUNCTION BOX PER CITY OF RENTON 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY STANDARD PLAN J016. OF RENTON STANDARD PLAN J007. CONDUIT AND WRING SCHEDULE 5. SEE LOCATION OF LUMINAIRE ON SHEET E1. RUN o 't 6. ALL LUMINAIRES TO BE REMOVED OR RELOCATED EN CONDUIT CONDUCTORS 7 > THEN BHAVERALL ST DEXISTING I LIGHTING ZED AT T WIRING REMOVED.HE SOURCE AND L i FOR i ncNAruREs % \ COORDINATE WITH CITY OF RENTON, TRAFFIC DIVISION. ; ANo SEALS. 1 z 2" PVC SCH 40 2-•6, 1-•8 GROUND REFER TO ORIGINAL+ 2" PVC SCH 40 2 •6 �U',_'IZE CONTRACT} a 4 2" PVC SCH 40 SIGNAL 1 pECE4BER 1 DOCUMENTS DATED t 997� \ INTERCONNECT '� f Y / - z OAKESDAL E AVE. S.W. EX TENSION-PHASE IA DWG.NO. S E C o 2 5 T o 2 3 N o R , 4 E o W . M . ILLUMINATION AND SH INTERCONNECT PLAN 76oF96 (AGENERAL ILLUMINATION NOTES: p= 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET • Z co LIGHTING AND JUNCTION BOX PER CITY OF RENTON w Z 20 10 0 20 40 STANDARD PLAN J014 AND J015. o�li X 3 C 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) O w G d HIORIZ.1"•20' SHALL BE LOCATED 6'FROM BACK OF CURB,EXCEPT 3 p g AT WALL C,E,ANF F. = vi v 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT w N .-.w AT SIGNALIZED INTERSECTION. = Q z Z 'x 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY w - Z CD OF RENTON STANDARD PLAN J007. = e Q N :2 cr 5. SEE LOCATION OF LUMINA)RE ON SHEET E1. W w 3 �- i 1 ' 6. ALL LUMINAIRES TO BE REMOVED OR RELOCATED o vi _I Z SHALL BE FIRST DE-ENERGIZED AT THE SOURCE AND N THEN HAVE ALL EXISTING LIGHTING WIRING REMOVED. w - COORDINATE WITH CITY OF RENTON, TRAFFIC DIVISION. w p C a �a Q0 e STA 33.40 (41.0'LT.> 2 z yy 71k( F-L>J 3 n 2 r STA 33.00 (41.0'LT.) 2 \ r. STA 36.25 (41.0'LT.) 3 g~ W 21 2 2 STA 2.00 (41.0`L .) ) 1 2 4 STA 35.40 41 T 29 t lf3 ti t +C 4 2 1 i 4 W W ° W L-9 / 3 v L-10 —� W L 11 CL7 UJ 6 U) O 6 5 O In + 31.00 OAKESDALE AVE S.W. 32.00 33 00 34.00 35.00 CD 36.00 co d _ _.. . E-+ _ U] � l z L-12 1 z � a 4 U R/w E R/W U ILLUMINATION CONSTRUCTION NOTES 5jA 36o c41.o'RT 3 1 1. INSTALL GENERAL ELECTRIC M-40OA2 POWR/DOOR LUMINAIRE WITH MEDIUM TYPE IIICUTOFF OPTICS, 400 WATT HIGH PRESSURE SODIUM LAMP, AND FIXED BASE TYPE.MOUNTING HEIGHT AND ARM LENGTH 4 SHALL BE AS SHOWN ON SHEET E11N ILLUMINATION 3 SCHEDULE. INSTALL TYPE IJUNCTION BOX ADJACENT CONDUIT AND WIRING SCHEDULE TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. RUN 2. INSTALL TYPE IJUNCTION BOX PER CITY OF RENTON NO. o STANDARD PLAN J016. CONDUIT CONDUCTORS } > 3. INSTALL TYPE IIJUNCTION BOX PER CITY ltrr FOR F'�t } OF RENTON STANDARD PLAN J016. 1 2" PVC SCH 40 2- 15, 1- 8 GROUND 0 SIGNATURES i + AND SEALS. % 4. INSTALL GENERAL ELECTRIC M-250R2 LUMINAIRE WITH 2 2" PVC SCH 40 2- 6 f 3 MEDIUM TYPE IIICUTOFF OPTICS, 250 WATT HIGH-PRESSURE +REFER TO ORIGINAL SODIUM LAMP, AND FIXED BASE TYPE.MOUNTING HEIGHT 3 2" PVC SCH 80 2- 6 VULL-SIZE CONTRACT+ AND ARM LENGTH SHALL BE AS SHOWN ON SHEET E1 IN 4 2" PVC SCH 40 SIGNAL %DOCUMENTS DATED t DECELCER 1997 F ILLUMINATION SCHEDULE. INSTALL TYPE IJUNCTION BOX INTERCONNECT �ti rt 99# ADJACENT TO LUMINAIRE PER CITY OF RENTON STANDARD 5 2-3'• PVC SCH 80 FUTURE SIGNAL PLAN J008. 6 2" PVC SCH 80 SIGNAL JMF INTERCONNECT OAKESOALE AVE. S.W. EXTENSION-PHASE IA OWG. No. S E C o 2 5 T o 2 3 N o R o 4 E o W . M . ILLUMINATION AND SES ! INTERCONNECT PLAN 77oF96 . Y `) 2010 0 20 aO Z . O HORIZ.1-20' N c0 1 O O Z LA Lal V) CD W Q Z < Z ~ Z > � t .G•� = t f• Wr zO > �}. . -r jr w 3 O i 'S t STA 40.65 (61'LT) �vi JZ - STA 37.24 (¢1.D LT) 5 N . Xg oLl \ 2 STA 37.30 (41.0'LT) - STA 40.40.5 (41.5'LT 2 r '' f i STA 37.86 (41.0'LT) �' - STA 38 85 (41.0'LT) 1 2 2 STA 40.25.j410'L 1 W • 2 TA 8-30 (41.0'LT) 2 1 W L'_z W 6 2 2 Op :r W - 144, W i z Ll_) CO n n W +r b W -_�--- -- mom. r :+• :'� - . ---- --- L-15 - - i L-17 _ W A. _ OAKESDALE AVE S.W. s o 6 38.00 39.0Q 41.00 - •. �i 3 7.00 CQ o -------- - d 0 Z 5 I� L 14 L 6 z 3 1 2 1 tA E--' t 40.63 (41.0'RT.) d 2 STA 37.32 (41.0_RT) 1 � ILLUMINATION CONSTRUCTION NOTES: GENERAL ILLUMINATION NOTES: a 1. INSTALL GENERAL ELECTRIC M-40OA2 POWR/DOOR 4 1.STA 37.28 (41.0'RT) CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LUMINAIRE WITH MEDIUM TYPE IIICUTOFF OPTICS, 3 LIGHTING AND JUNCTION BOX PER CITY OF RENTON 400 WATT HIGH PRESSURE SODIUM LAMP, AND FIXED STANDARD PLAN J014 AND JO15. BASE TYPE. MOUNTING HEIGHT AND ARM LENGTH 0 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) SHALL BE AS SHOWN ON SHEET El IN ILLUMINATION SCHEDULE SHALL BE LOCATED &FROM BACK OF CURB,EXCEPT . INSTALL TYPE (JUNCTION BOX ADJACENT AT WALL C, E,AND F. TO LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. m 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT 2 INSTALL TYPE RENON STANDARD PLIAN ON J016BOX PER CITY OF AT SIGNALIZED INTERSECTION. 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY 3. INSTALL TYPE IIJUNCTION BOX P'R CITY OF OF RENTON STANDARD PLAN J007. RENTON STANDARD PLAN J016. 5. SEE LOCATION OF LUMINA)RE ON SHEET El 4. REMOVE EXISTNG STREET LIGHT,FOUNDATION, AND POLE. 6. ALL LUMINA)RES TO BE REMOVED OR RELOCATED SHALL BE FIRST DE-ENERGIZED AT THE SOURCE AND CONDUIT AND WIRING SCHEDULE THEN HAVE ALL EXISTING LIGHTING WIRING REMOVED. RUN COORDINATE WITH CITY OF RENTON, TRAFFIC DIVISION. NO. 9 > CONDUIT CONDUCTORS FOR i SIGNATURES 1 +REFER TO ORIGINAL t 1 2" PVC SCH 40 2 •6, 1-•8 GROUND AND SEALS. i 2 2" PVC SCH 40 2' 6 �F ULL-S IZE CONTRACT# %DOCUAENTS DATED f 3 2" PVC SCH 80 2-•6 �DECEWER 1997 i+ 4 2" PVC SCH 40 SIGNAL ♦ rM INTERCONNECT ~ 5 2-3" PVC SCH BO FUTURE SIGNAL z 6 2" PVC SCH 80 SIGNAL DWG.NO. GAKESDAL E AVE. S.W. EX TENSION-PHASE IA E 6 S E C o 2 5 T o 2 3 N o k o 4 E o W . M . ILLUMINATION AND SH£Er loom _ INTERCONNECT PLAN 78oF96 N 20 10 o so +o GENERAL ILLUMINATION NOTES: Zo= Hmriz.l •zo I 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET Z c~rp LIGHTING AND JUNCTION BOX PER CITY OF RENTON `q w Z STANDARD PLAN J014 AND J015. p 4I$ x 3 0 Q 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) o AAA w N c I SHALL BE LOCATED 6'FROM BACK OF CURB,EXCEPT 30 AT WALL C,E,AND F. Z e Vi CD U 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT i _L'i AT SIGNALIZED INTERSECTION. a I Z= Q z 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY F w Z p OF RENTON STANDARD PLAN J007. a ¢CN -'v 5. SEE LOCATION OF LUMINAIRE ON SHEET El. w 6. ALL LUMINAIRES TO BE REMOVED OR RELOCATED 0,vi Z S1 A 43Y85 t41.0'lU SHALL BE FIRST DE-ENERGIZED AT THE SOURCE AND In ` 2 THEN HAVE ALL EXISTING LIGHTING WIRING REMOVED. w COORDINATE WITH CITY OF RENTON, TRAFFIC DIVISION. LAJST 43.80 (41.0'L F) 2 2 STA 45, 0 (41.0'LT.) Q a 2 STA 4 •25 (41. 'LT,) / p - 6 1 1 1 4 1 2 R/W - - Li.Z �' 4 \. J.� 2 00 E, Iftl r.Z W L-19 -. L 21 = W U� ------s ---------------- --------------_ = _ w w OAKESDALE AVE S.W. -----_ ___ -2 W 71 - y ------------------------------------------------- ----- --------- - ��/--------------------------- o 4f d ti.:. L-20 Y. r- ---- ------__ _ E- U) L 22r Z R/W \ / - ----�. _—_ Ems• 2 /W Z v d ' / ILLUMINATION CONSTRUCTION NOTES 1. INSTALL GENERAL ELECTRIC M-25OR2 LUMINAIRE WITH MEDIUM TYPE III CUTOFF OPTICS,250 WATT HIGH-PRESSURE Q a SODIUM LAMP,MOUNTING HEIGHT AND ARM LENGTH SHALL BE AS SHOWN ON SHEET El IN ILLUMINATION SCHEDULE. INSTALL TYPE 1 JUNCTION BOX ADJACENT TO LUMINAIRE �.� PER CITY OF RENTON STANDARD PLAN J008. o � } •.' 2. INSTALL TYPE IJUNCTION BOX PER CITY OF RENTON STANDARD PLAN J016. m CONDUIT AND WIRING SCHEDULE RUN r�4y4 i N0. CONDUIT CONDUCTORS �r� FOR * / AND SEALS. 1 - Q / SIGNATURES % .l REFER TO ORIGINAL� 2 2" PVC SCH 40 2 •6 1 •8 GROUND t ;FULL-SIZE CONTRACT{ - 3 2" PVC SCH 80 2-•6 %DECEMBEROCLIWIENtS DATED OE CE NBER 1997 I 4 2" PVC SCH 40 SIGNAL INTERCONNECT 6 2" PVC SCH 80 SIGNAL INTERCONNECT ry OAKESDALE AVE. S.W. EXTENSION-PHASE 1A OWG. NO. - S E C a 2 5 T o 2 3 N o R o 4 E o W . M . INTERCONNECTILLUMINATION AND PLAN EE 79 96 r t GENERAL ILLUMINATION NOTES: _ some t. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET LIGHTING AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J014 AND J015. WZ 20 to 0 20 40 __ --�' ! .--....i _._�.:.r.•--s"_�' j f \ 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) _ - n <s- / j. SHALL BE LOCATED 6'FROM BACK OF CURB,EXCEPT c $ w N �� froRlZ.t•20' - - ( AT WALL F. u _ = 3 3. ILLUMINATION CONDUIT - .=�r .� W 4 AL C E AND t~i! REFER TO SIGNAL PLAN FOR IL 0 N CD I - - - INTERSECTION. AT SIGNALIZED 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY Z= QO -^ yry='9'' - - c X �+.'"` __ 1 OF RENTON STANDARD PLAN J007. ay >� �� W - 5 SEE LOCATION OF LUMINAIR ON SHEET Et _ �I1 ¢ E E yt I. w 3 Jf- ---" - STA 48.91(35.0'LT.) 6. ALL LUMINAIRES TO BE REMOVED OR RELOCATED z -� 5 _ - HALL BE FIRST DE-ENERGIZED AT THE SOURCE AND p - - ,y_..... - _ - - ,•ti, ; ; THEN HAVE ALL EXISTING LIGHTING WIRING REMOVED. ORDINATE WITH CITY OF RENTON. TRAFFIC DIVISION 1 � C Yd w r] a p STA 52' 9t(6 .O'LT.) STA. 48.85 (38.0'LT.) - t tl 2v co 2 l �• 1 t { i 1` 4 /f STA.50.94'(34.5'LTJ 2 ST0. 5 •11(46. T.) 2 7 i it TRUCTION RI N 9 1 �.' -65.46 2 STA 50.32 (38.0'LT. l 1. A 3LL- i O 07 1 `�. Ri)y 1t .2 + STA. 5t•98 c3a.5'LT.) 2 ~Z v _ Y g OA S` ----_ - /`ice ��� R/W s yip c, EAY�SM =% �- --_ -__ _ - -- --- -- y; � l - -_ ,. 9ri - 3t �_ --- - --------- - i 4 ;t 5A. 0VV g • __ i 'S r^ - - t ma's" -------------------------- TA.48.32 t 2 2 ST0.48.20 (39.0'RT.) %5 2 R/W is i t STl0.49.69 (38.0'RT.) 2 2 t 1 ST0. 51.99 (48.0'RT.) i � L-J TA 48•16 (41.0'RT.) 2 ❑ ILLUMINATION CONSTRUCTION NOTES 2 STA 49.71 (41.0'RT ) -- t i I ; g - --- - 1. INSTALL GENERAL ELECTRIC M-400A2 POWR/DOOR Q LUMINA)RE WITH MEDIUM TYPE III CUTOFF OPTICS, `0 400 WATT HIGH PRESSURE SODIUM LAMP,AND FIXED NOTE' -- STA.52 02 (49.5'RT.) BASE TYPE.MOUNTING HEIGHT AND ARM LENGTH SEE PLAN DWG.NO.E8 FOR SIGNAL LAYOUT. 2 v t 1 SHALL BE AS SHOWN ON SHEET Et IN ILLUMINATION m SCHEDULE. INSTALL TYPE I JUNCTION BOX ADJACENT CONDUIT AND WIRING SCHEDULE TO LUMINA)RE PER CITY OF RENTON STANDARD PLAN J008. FOR CONTINUATION OF SIGNAL -- i RUN INTERCONNECT, SEE SIGNAL PLAN ---- t i? 2. INSTALL TYPE I JUNCTION BOX PER CITY OF NO. 8 ! ° RENTON STANDARD PLAN J016. CONDUIT CONDUCTORS > ' 3. INSTALL GENERAL ELECTRIC M-250R2 LUMINAIRE WITH MEDIUM � � � .1 x �; �4o i� •1 TYPE III CUTOFF OPTICS, 250 WATT HIGH-PRESSURE SODIUM LAMP, 1 2" PVC SCH 40 2-•6, 1-•8 GROUND 4 (� # 6 f4 j f j t WITH DAVIT ARM ON POLE AND MOUNT ON PEDESTRIAN BARRIER. (Tt REFERENCE DWG S16 FOR MOUNTING DETAIL.MOUNTING HEIGHT 2 2" PVC SCH 40 2-•6 - t_._ t 1 AND ARM LENGTH SHALL BE AS SHOWN ON SHEET E1 IN ILLUMINATION 3 2" PVC SCH 80 2-•6 z SCHEDULE. INSTALL TYPE I JUNCTION BOX 1 FOOT INSIDE BACK OF 4 2" PVC SCH 40 SIGNAL / .. t t^ { i SIDEWALK. 4 INTERCONNECT s 4. CONNECT NEW STREET LIGHTING CIRCUIT TO CABINET LABELED 5 2" PVC SCH 80 SPARE (EXISTING) ; ' 1 I �� VOR % 0007 AT THE SOUTHEAST CORNER OF SW 16TH STREET/OAKESDALE S]GNATURES % ki AVE SW INTERSECTION. ADO CIRCUIT BREAKER WITH 20 AMPS. 6 2-3" PVC SCH 80 SPARE (EXISTING) I � AND SEALS. 2-2" PVC SCH 80 SPARE (EXISTING) II t1, t.1 {� S j ; +REFER TO ORIGINAL+ 7 2-2" PVC SCH 80 SPARE (EXISTING) ; �` +' 1 %FULL-SIZE CDNTRACT} 5. 18"X18"X8" STAINLESS STEEL FLUSH JUNCTION BOX UNDER { {1. I I >t bOCOAENTS DATED I BRIDGE DECK WITH CHAIN ATTACHED OVERSIZED COVER. 8 2" PVC SCH 40 2-•4 1. �� t1 F� ; t �DECEWER 1997 0 { 9 2" PVC SCH 80 FUTURE LIGHTING 6. EXTEND 3" SPARE CONDUIT 10 FEET BEYOND BRIDGE t l i TO BACK OF SIDEWALK AND CAP. 10 2" PVC SCH 80 SIGNAL Y a 7. EXTEND 3" SPARE CONDUIT TO END WALL AND CAP. ___ INTERCONNECT ` 3 z 11 3" PVC SCHO 40 SPARE + A' CONSTRUCTION NOTES: OAKESDAL E AVE. S.W. EX TENSION-PHASE 1A DWG.NO. NOTE: E8 1. INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE IU SIGNAL POLE WITH A 40 FOOT MAST SIGNAL PLAN SHEET HEAD INSTALL E K PEDESTRIAN SIGNAL HEAD (TYPE E MOUNT),LTHREE MOUNT),ONE FIBER OPTIC T ) VEHICLE M , ARE BASED ON SIGNAL EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS OAKESDALE AVE. S.W./S.W. 16TH ST. 80 OF96 ONE PEDESTRIAN PUSH BUTTON WITH SIGN,ONE TERMINAL BOX, TWO EMERGENCY I- VEHICLE PRE-EMPTION DETECTORS, AND ONE STREET NAME SIGN. INSTALL TYPE III INFORMATION PROVIDED BY KATO & WARREN V) CUTOFF OPTICS,250 WATT HIGH PRESSURE SODIUM LUMINAIRE, WITH A 35 FEET to = MOUNTING HEIGHT AND 10 FOOT DAVIT ARM. _r THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER �� ~ 2. INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE 11 SIGNAL POLE WITH A 50 FOOT MAST VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS SIGNAL LEGEND Nca ARM. INSTALL THREE VEHICLE SIGNAL HEADS (TYPE M MOUNT), ONE VEHICLE SIGNAL HEAD WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. m TYPE IJUNCTON BOX w^ (TYPE K MOUNT), TWO FIBER OPTIC PEDESTRIAN SIGNAL HEADS (TYPE E MOUNT),ONE TERMINAL 2 3 BOX, AND ONE STREET NAME SIGN. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE 0I� x 3 TYPE II JUNCTION BOX w N WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO. 0 3. INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE III SIGNAL POLE WITH A 45 FOOT MAST THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES = 3 ARM. INSTALL THREE VEHICLE SIGNAL HEADS (TYPE M MOUNT), ONE VEHICLE SIGNAL BEFORE COMMENCING WORK,AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 4- VEHICLE SIGNAL HEAD ■ (n HEAD (TYPE K MOUNT), TWO FIBER OPTIC PEDESTRIAN SIGNAL HEADS (TYPE E MOUNT), DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY Ig w� 3 TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS,ONE TERMINAL BOX, AND ONE STREET 2 2 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4 VEHICLE HEAD WITH ARROW a NAME SIGN. INSTALL TYPE III CUTOFF OPTICS,250 WATT HIGH PRESSURE SODIUM Fz� N LUMINaRE,WITH A 35 FEET MOUNTING HEIGHT AND 10 FOOT DAVIT ARM. PEDESTRIAN SIGNAL HEAD a �� 4. INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE II SIGNAL POLE WITH A 35 FOOT MAST 1 �- 2 �� EMERGENCY VEHICLE a > ARM. INSTALL THREE VEHICLE SIGNAL HEADS (TYPE M MOUNT),ONE VEFNCLE SIGNAL 5 I N 20 10 0 20 40 5 PRE-EMPTION DETECTOR HEAD (TYPE K MOUNT),ONE FIBER OPTIC PEDESTRIAN SIGNAL HEAD (TYPE E MOUNT), ) _ Uj ONE PEDESTRIAN PUSH BUTTON WITH SIGN, ONE TERMINAL BOX, TWO EMERGENCY c HORIZ t"•20' �D TYPE It SIGNAL POLE,MAST ARM o J VEHICLE PRE-EMPTION DETECTORS, AND ONE STREET NAME SIGN. 1 � 19 e r TYPE III SIGNAL POLE,MAST ARM p 5. INSTALL NEW PEDESTRIAN SIGNAL- FOUNDATION AND TYPE PS POLE. INSTALL ONE FIBER �• '/ AND LUMINAIRE 1 V) OPTIC PEDESTRIAN SIGNAL HEAD (TYPE E MOUNT),AND ONE PEDESTRIAN PUSH BUTTON 3 � 20 t �� 9 O Q W WITH SIGN. t I I N ` 26 1 STA 53.11 �� SIGN ON MAST ARM = Y I tt (42'LT) 2 - Q CD 6. INSTALL TYPE P TRAFFIC SIGNAL CONTROLLER WITH FOUNDATION,CONTROLLER, ❑ LOOP DETECTOR CONTROLLER CABINET AND AUXILIARY EQUIPMENT v / STA 52.15 2 ,, 1 Y 2 1a yQ, f3 SIGNAL CONTROLLER 7. INSTALL TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS. (48'LT) t0 9 4 0 '/ Alt h 8. INSTALL 875' OF 2" CONDUIT FOR INTERCONNECT AT INTERSECTION OF 9 2 t 6 6 - EXISTING ELECTRICAL SERVICE r i CABINET ti J OAKESDALE AND GRADY WAY. INSTALL TYPE 1 JUNCTION BOX AT EVERY 22 z �' 200 FT. PULL ONE 4 PAIR SIGNAL INTERCONNECT CABLE PER CITY OF 7 _ _ �4�- 5 O POLE NUMBER g RENTON SPECIFICATIONS AND PULL ONE SIECORE CORP PORT NUMBER STA 52.12 ---- - - _ __ r I- ■g 08K82-31121-00- MULTIMODE 62.5/125 FIBER OPTIC CABLE PCR (4 5'LT) 6 Z 1 I �- `SyQ l Q WIRE NOTE W 4a MANUFACTURE SPECIFICATIONS. �48 _ a /1 J CONSTRUCTION NOTE V Of s 9. CONSTRUCT CONCRETE PAD AROUND POLE AND/OR JUNCTION BOX. ! p 2 1 32 2 �'� ',F, '• '; a II II II ii II li �i 1 ,� 1 1 19 y i 11: �! kllJ 21 1D C jy sz 52.00 ' e2 9 5 CONDUIT AN WIRIN SCHEDULE 00 OAKESDALE AVE S.W. i l 26 NEUIT 14 TWISTED DET PRE-EMPT IG/PED SIG HD ILLUM POWER INTER- 51.00 } SIZE SCHED PAIRS 2CS 3CS HD - 5C 8C 2C 3C •8 14 CONNECT REMARKS 12 ;83 / 1 SAWCUT 7 m �¢ 83 81 a :' 1 S2 2 SAWCUT 2 ¢ 87 85 r.11 STA 52.79 5 24 4 3 SAWCUT 4 Y�i� _-1 t64'RT) TA 52.95 4 1.5" 2 i •,� 8 2 86 2 8 82 23 ".I111 S / 4 (36'RT) 5 1.5" 1 _. - - - - - - - - - - J 1 1 /8 7 2.5" 5 2 1 ,ll 2 2 9 1.5" 1 u,�+ 7 S1 6f 10 2" 2 1 2 1 0 g S 4 B t9 11 12 1! 11 2.5" 4 2 4 i 3 1E 18 ► \ 9 9 12 2.5" 1 6 2 4 3 13 2.5" 3 2 3 1 GENERAL' NOTES TA 52.07 3 ° \1 to 13 14 14 2.5'' 4 5 (55'RT) t. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS I'`111 15 1.5" 2 To SERVICE cABUEr FOR CONTINUATION OF SIGNAL 2p o WITH TUNNEL VISORS AND SQUARE DOORS. t2 1. 1 19 1 16 2" 1 2 2 1 INTERCONNECT,SEE ILLUMINATION 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE FIBER OPTIC HEADS PLANS,DWGS.E1 TO E7 20 x11 17 EX. 3 2 3 1 Ex.coNo. m WITH TYPE E MOUNTING HARDWARE. PEDESTRIAN PUSH BUTTONS 18 1.5" 1 1 3 kLUA AND SIGNS SHALL CONFORM TO CITY OF RENTON STANDARD 2t \� ' 19 1.5" 2 PLAN J024 AND J025. FIBER OPTIC t5 1 S 20 2" 6-PAIR 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE M MOUNTED PER 1 4-PAIR Slaw INTERCOMECT CITY OF RENTON STANDARD PLAN J019 UNLESS OTHERWISE NOTED. 17 I 21 2" 1 4 1 4. ALL DETECTOR LOOPS SHALL BE 6-FOOT BY 6-FOOT. LOOPS 22 1.5" 2 ARE TO BE CENTERED IN THEIR RESPECTIVE LANES AND LOCATED EXISTING 23 1.5" 4 AS SHOWN BY TYPICAL DIMENSIONS, UNLESS OTHERWISE NOTED. SERVICE CABINET 5. ALL SIGNAL POLES SHALL HAVE A POLE MOUNTED TERMINAL BOX. 24 2.5 2 2 3 1 0 6. JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD 15 16 25 1.5" 1 2 j ADJUSTED IN ORDER TO PLACE PARALLEL CONDUITS IN ONE TRENCH. ` 2 26 2„ SPARE T s 7. THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE FOR ENLARGEMENT OF THIS 4'�l PLANS ARE FOR GRAPHIC REPRESENTATION ONLY. JUNCTION BOXES AREA SEE DWG.E9 � f FOR *\ SHALL BE SET OUTSIDE WHEEL CHAIR RAMP AREAS. JUNCTION BOX + SIGNATLPES t LOCATIONS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. + AND SEALS. �REEER TO ORIGINAL t 8. FOR ROADWAY ILLUMINATION SYSTEM.SEE SHEET E1 TO E7 FOR BULL-SITE CONTRACT+ LOCATIONS AND DETAILS. >i DOCUMENTS DATED+ 1 DECEMBER VW go 6 9. FOR PHASING SEQUENCE DIAGRAM,SIGNAL DISPLAY AND r SIGN LEGEND SEE DWG.E9. i OAKESDALE AVE. S.W. EX TENSION-PHASE 1A DWG.NO. n 5 24 23 W 19 I SIGNAL PLAN sHEEr 20 26 , (42 L) 11 OAKESDALE AVE. S.W./S.W. 16TH ST. 81OF96 STA 52.15 2 1 � '� (48'LT) 2 f0 II t8 4 20 (N S z �- )% 21 6 PHASING SEQUENCE DIAGRAM o 10 20 22 49 4t 02 (�3 04 c w3 3 HORrz.r.,o '� \I ---------- - - -8 _- - _---- - - — — I w� Q STA 52.12 / 1 ---- \ -- t— `� 1 1 � (40.5'L 3 T) 6 ¢f A4 _ i w c~it 48 I I I Sl� Q . D < N , / 1 1 13 1 32 ~ 1Is >� w r I 11 A i2 42 NOT NOT —C Z ¢Cv V, C / USED USED w 2LLJ Nv' Q s 29 2 �\ �3 a5 06 >t7 e8 w O W 1 1 19 SA Y — / t 1 1 20 Cl- CD 21 a 43 l l z $ S1 1' 1 f !: OOC 42 I I 0 �� 52 1 82 AVEW 52.00 s OAKESDALE 71 t 1 11 t 6 f I • 33 32 1 1 t2 83 / �i - .� V S2 i 1 � 0 81 83 f 24 ......� i TA 52.95 SIGNAL DISPLAYS (36'RT) ti is 82 is , VEHICLE HEADS 84 12 12 23 i I 12" R 12" 3 / 12" `( 12" Y \ I 2 22 1 4 _ _ 28 if 72 I 1 12" G 12' t �.� 1 f / i STA 52.79 -- s SIGN LEGEND u: 4 - - - -'" -- r HEADS NO. HEADS NO. n S1 � �I J' S (64 RT) g z 22, 23,42,43 21, 11,14, 24,31ia -- --- --— W 6 I 12, 13,82,83 32, 72. 71 OA,,,\ESDALE AVE SW o 7 12 1 9 $1 - — _ 3 ,. 701 m STA 52.07 3 \/ 19 . (55'RT) \ I \\ I PEDESTRIAN9 HEADS sw 16TH ST I 1/ \ I am S2 14 13 II 0 FOR CONTINUATION OF SIGNAL 20 1 1 \ 11 1 201,m = INTERCONNECT,SEE ILLUMINATION 1Y 1 11 \ 1 I 28E29S48, 49 t o PLANS,DWG. Et TO E7 21 1 1 1 1 1 88,89 ,, r N FOR ~�r K - 1 ` \ 1� is /` SIGNATURES 1 V\ \ + AND SEALS,15 Z +REFER TO ORIGINAL i %FULL-SIZE CONTRACT+ ., 1 \ M► Z DOCUMENTS DATED/ 1 ,DECEMBER 19911 y 1 ? i EXISTING SERVICE CABINET--,/ t -T--FTI 6 CONTROLLER CABINET OAKESOALE AVE. S.W. EXTENSION-PHASE ]A OWG.NO. 10 91 911 J'B' 26 zs WIRING DIAGRAM s£Or ! CALL A 912 yB• 915 OAKESDALE AVE. SW/SW 16TH ST. 82 0F96 1 02 921 2CS J.B. Vf CALL B 922 2C$2 Z f=.. 911 3C J.B. J.B. N • /T ti r CALL C 945 CSC 3C� m m m N 2 8 Z 96 N 23 611 PREEMPT w 3 = A3 A8 G X N � EAEL D 985 �& 612 E 9OR 42 44 16 48 w 21.22 826 p p Q 02 22 21 CC ; 23,24 827 ,o u.o;o;0 611 615 1] I] 45 47 Z ; L) VI 25 828 F 612 -- 616 ; E V7 p V1 31.32 836 613 611 J.B. 11 1 NPj'fOL 612 71 T2 1} t i _ w LLJ W3 77 837 - 616 613 p Z�- > 41.42 846 615 NEW ~ j N ? Q 43.44 B47 z a u HEAD 14 Ti-6 POE 671 = a 04 45 648 46 849632 633 �3 pW 4794 635 Q VI Vl IB 94T POLE a Y b' 11.12 816 J.B. J.B. N0. o 636 w Q ramm HEAD 32 Q O $o of 15ILI 4 BIB <u 611 611 R lb g zW v v v i O w I6 819 i Q : 1 AV) .T71,72 876 51 PPB 29 -G 613 G _615 615 CL. 81.82 BB6 724 616 616 83.84 887 52 725 HEAD 11 HEAD 12 HEAD 13 • m •B 86 889 HEAD 29 Y n 81 986 f Z z HAND T21 Z S.E 88 98T < C _ =1� MAN 722 I n �• a S2 = n Uca4 N o S3 W S4 g PREEMPT PREEMPT T41 rF N SENSOR D SENSOR C T42 I m a<u 04 ,9 T4J 741 �Z 745 0 74J "'.N. -`•'n n.-N n.n OAKESDALE AYE S.W._ ___ _ _ _ i 4O'm°'O 982 s$ .o.o.e.o.c.o.o�u�o:o io.o.e 985 4147 b+ n < 722 N ^' 745 W 02 29 72J 5( 724 u l tC 725 PPB 28 m ¢a u 621 i� 781 J,B. I 622 623 ?e 08 88 783 725 625 B9 784 621 I 626 iB5 HEAD 2B 622 HEAD 24 N u u U V y 21 621 .v N In�^ �^N HAND 721 623 722 625 02 22 623 N u N `�,.,.� MAN T2J 626 HEAD 23 HEAD 22 HEAD 21 23 625 NEW 621 621 R 621 R 62f iDmmmm•'+n mmomm •= 4 626 POLE 622 622 A 622 A 622 .o w.o 0.0.o.o�c.n.o�o.o.o 671 NO. 62J 62J G 623 G 62J 31 632 625 625 625 625 N N N N N 673 626 626 626 626 a .n A3 32 635 J.B. u > m 636 N N N 641 It 642 1 04 43 647 a o 645 781 i 616 782 a 611 )3 J2 31 783 NEW POLE 612 784 N0. ®q c •I 613 87 85 83 8! 185 m m m m � '^ i3 615 m `0 14 616 mm" Qz m 67l BB 86 84 82 s o n m •T i2 673 J.B. ITITTI 11 675 676 671 "I 6B2 J.B. J.B. 672 n ¢ e u 08 82 683 B. 677 NEW 87 685 676PIED P® m m.m- 686 2CS 2CS 11 12 _ 511 2CS TO EXISTING ! 542 5 2 SERVICE CABINET 15 13 14 N 547 5C 5C J.B. 6 > W 514 X. J.B. Ex. J.B. J.B. ♦r 70R w. = 546 ——I r—— $4 ff SIGNATURES % TO EXISTING W SERVICE CABINET AND SEALS. AC- 501 2CS I I S3 +REFER TO ORIGINAL + �f} rBg a AC- - 8C SC J.B. % DOCUMENTS DA ED If M 0 2CS — �OCCEMBER 199710 $j TO 2CS `���rw•'f� SERVICE y SHALL BE CONNECTED TO I z 15 16 GRADY WAY/OAKESDALE J.B. SIGNAL CABINET OAKESDALE AVE. S.W. EXTENSION-PHASE 1A DWG.NO.E11 s SIGNAL POLE SCHEDULE sHEEr OAKESDALE AVE SW/SW 16TH ST 83or96 i 4.,SE TO r�S(,�• T F°IRT FROM D ) �4b`1 E Z( Cn `� ♦ 90' L C J s O TYPICAL El (� = SIGNAL ARV - AT140""I P01NT i All NAN0110L ES f LEGEND AT o D IAD' o. VEHICLE SIGNAL HEAD ° i X�, I w w _ � 3� UN iwEoa�i°" b`� I b. SIGN N N DECREES CLOCKWISE t yg W N 3 1ROM OFFSO Ir TEET LINE "0 C. STREET NAME SIGN ! a Z= J W O e.sE PLATE O I d. PRE-EMPT DETECTOR F j^ b14yM CD LOCATION STATION I a Q 61 e. NOT USED (10/22/90) N w3 Q W POLE ORIENTATION AND ATTACHMENT POINT DETAIL BI ^ I f. LUMINAIRE N Z Q PLAN VIEW 02 Y B9 o o B4 ,5 j g. PEDESTRIAN SIGNAL HEAD w L/) W O D 0 87 !!! BI1 Y _ _ -- a - D 85 810 c -- h. CABINET OQ CD ) a - -D- -- _ _ _ o D 2 E E i. PEDESTRIAN PUSH BUTTON ASSEMBLY d - - - - - - - j. ANDHOLE IF- g g I IF F 5 . NOTES LL-z �� 2 G ° G VERTICAL CIEARANCE I D OI MOUNTING COUPLING INSTALLED W '-O O 1 MINIMU 166' 1 G IAN CHART. T DISTANCE INDICATED Z yy I 1 1 a 1 2 ° ° FOR TYPE M MOUNT ONLY. U� 4a j O I I I I IDRILL I" IN - b STALL PLASL PTIC S IITTBUSHING 2 D INSTALL H h N b FOR CABLE ENTRANCE. MO € 2 1 I 1 1 yl � 1 LIMITS OF VERTICAL CLEARANCE REQUIREMENT - O FIELD INSTALLED. 3•-0- � MIN FOUNDATIONS SHALL CONFORM TO THE TYPE PS O3 FOUNDATION DETAIL IN APPENDIX E CURB OR EDGE of SHOULDER OF THE SPECIAL PROVISIONS. E! TYPE PPB TAPE A TYPE III TT IV tAPE V u PPB POST P E D. HEAD MAST ARM COMBINATION LIGHTING STRAIN IN POLE COMBINATION LIGHTINGTYPE SO STANDARD SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD z A aq SIGNAL STANDARD DETAIL CHART STRAIN POLE DATA MAST ARM DATA LUMINAIRE DATA STD. STRAIN FOUNDATION 40UNTING REMARKS FIELD LC OFFSET DISTANCES IFT) Q) (POLE E TO ATTACHMENT POINT) WINDLOAD AREAS (FT,} (x)(Y) LUMINAIRE POLE ATTACHMENT POINT ANGLES (dog) NO. POLE TYPE DEPTHS(FT)© MAST ARM HEIGHT6T1 (X AL(U AkM(F TI ° TOT ALIFTI v i .- m O STATION OFFSET(FT) T T P.O.A. CLASS. 3' R0. I' S0. 4' RD. LENGTH Al A2 BI B2 03 1 B4 85 86 B7 88 89 1 BID BII 81 1 82 B3 B4 136 B7 89 BID BII C 0 El E2 F GI G2 H 11 12 OAKESDALE AVE S.W./SW. 16TH ST 1 53-11 1 42.0 x 90 111 15 IS '14 40 18.5 35 40 31 - 34 23 IB 9.2 9.2 9.2 14.6 1126 10 0 0 225 180 ISO 0 2 52.15 48.0 x 0 11 IS 15 13 50 22.5 50 40 20 IS 9.2 9.2 9.2 7.6 1223 -- 0 225 90 ISO 180 Al EQUAL TO HALL HEIGHT PLUS 18.5' g 3 52.07 55'.0 x 90 111 15 15 14 45 15.5 35 45 40 31 19 9.2 9.2 9.2 14.6 1345 10 0 0 225 90 IBC 180 0 270 4 52-95 36.0 x 0 11 13 13 12 35 13.5 35 25 33 13 5 9.2 9.2 9.2 7.6 710 0 225 1S0 a 5 52.73 64.0 x PS ISO 270 °1 6 52.12 40.5 x PPB 0 270 W m 1 V, < > r FOR 1t / SIGNATURES >< AND SEALS. i +REFER TO ORIGINAL t %FULL-Sl2E CONTRACT♦ III DOCUMENTS DATED I j �DECEMBER 1997t+ 7731 OAKESDALE AVE. SW EXTENSION-PHASE to DING NO. STA. 17+52, 41' LT �} SIGNING & PAVEMENT T1 / I MARKING PLAN SHEET SIGN S 1 B STA. 15+81 R3-8 MODIFIED j( �# �_ STA. 14+25 TO STA. 26+00 84 of 96 INSTALL 3 _ ON LUMINAIRE SIGN SIA R3-8 M001FIED L-2 (SEE DWG f1) -- s� (/1 O j' Peopmv 1 Olt -- ------------- .yw,lir O / I La� Z + _ �78 J/ O.eMquir eRwl y. 044 w4_w +36 { ? I '-V1 Y �s y +43 caNcnr7E c,a •n+ uL L.1 O Q CV awls , ! -- - -- - - - LA N a'crux+t/x RNCF; ry Z= w Ln gg Q Q IDM�ar%f0a ( i - - s+ .wur R.CE�rr ti' >Aw E� 3 CL + �.PP(NrVA 0 12 � - lal nev. rwaa ( + - —— �V1 N69)Y706lOG �- -- -- ��� � � � � � N I a E DWG. T-5. c .2 / 12' OAKMDALE AVE.s-W. - 20+00 wq Z r- FOR SW 27TH St. �/ _ 7+OG `O"D'4M5 t8+00 19+00 Y- (; 1�jr00 12' '6 OG +wens 12' _ Q ui Z , i N E9!?G6Y-? ,/ I t BQ1/ROc ------- A' �' a So TA. 1 +77 9' RT �... '~ VE +78 SIGN $1C, R2-1 2O t710 Op gE ON I �® `xlcv 3 �.Z Y� U F"'W DADA r..max•7j utr d Yw--r-Y v ti-Y ti"121110 71 c$ v=nli 9m r ,s r is SIGNING do PAVEMENT NARKING LEGEND ,\ SIGNING & PAVEMENPFv1yARKING NOTES ' avtd 1 ( 1 y H007 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE - - O1 DOUBLE YELLOW CENTER LINE - H001 d! SIGN SCHEDULE. ¢ 2O TWO-WAY LEFT TURN LANE - HO01 k H007 2. ALL ARROWS TO BE THERMOPLASTIC AND CENTERED ON LANE. FOR ARROW DIMENSIONS, 4' EDGE OF ROAD LINE - H008 SEE STANDARD PLANS H006, H008, H010 AND ' & H011. TWO-WAY LEFT TURN ARROWS SHALL C�[v r741 O4 SKIP APPROACH LINE - H002 * H007 BE SPACED 250' O.C. FOR NUMBER AND N 7q.6163 t LOCATION OF ALL OTHER ARROWS, SEE s sal67.v 10 ( ` O THERMOPLASTIC CROSSWALK - H012 STANDARD PLAN H002. j ti 3. FOR LOCATION OF HYDRANT MARKERS, SEE & li -- STD. PLANS B102 do B103. r 1 � -�. NOTE: NUMBERS IN LEGEND REFER TO CITY OF RENTON STANDARD PLANS. JME J qq{ } 12' ' _-. - 12 1 w 1 r 12 -,r-- r y I OAKEWAL.E AVE.S.W. <„� 12'.. 1 �- zl+oa :v�o:M ( 22+on 23+Co 24+00 25+0C 12' — I—�—..ter- ----+-- — 4 4 I � 1 V W zI0 ( /�yt 3 z10 i ]I+ It1 n:+ cv Ui SIGNATURES��� �� 1 � E"r I d E" d i NO sea , ` REFER TO ORIGINAL Q E"" `FULL-WE CONTRACT y t Q E"' ♦ DOCUMENTS DATED i 1 _ SCALE FEET (n �DECEMBER 11197,0 20 0 20 40 2 a OAKESDALE AVE. SW EXTENSION-PHASE 1A DWC NO. �, -- SIGNING & PAVEMENT T2 I MARKING PLAN SHEET I STA. 26+00 TO STA. 37+50 85 OF 96 N �. ) �� O � O w; Z Y wO Q N H fn W N z _ 1 w3 ate+ N _ 'r---0AK68D&X:AVE&W..- 12' Q CrEw 2b 1 27+00 28+00 i<-- ' 31+00 Y _ . - t _ .�. —jF - -- -�- _ Q W Z O a N I =a I O A. 1+ 9' Rj - I m WIO -� � ''�� 3 I W Z O +34 +54 Z an al+ O lJff �1+ O O a E xl� ` \\ SIGNING & PAVEMENT MARKING LEGEND SIGNING & PAVEMENT MARKING NOTES +94 ' �IQ7 z E- ! �'" On wA 1O DOUBLE YELLOW CENTER LINE - H001 & H007 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE H Q W d d 1 SIGN SCHEDULE. d �a`o TWO-WAY LEFT TURN LANE - H001 & H007 2. ALL ARROWS TO BE THERMOPLASTIC AND `�' U) gE 1 CENTERED ON LANE. FOR ARROW DIMENSIONS, o. ,� I O 4' EDGE OF ROAD LINE - H008 SEE STANDARD PLANS H006, H008, H010 AND H011. TWO-WAY LEFT TURN ARROWS SHALL �E 4O APPROACH LINE - H002 do HO07 BE SPACED 250' O.C. FOR NUMBER AND 71 a LOCATION OF ALL OTHER ARROWS, SEE THERMOPLASTIC CROSSWALK - H012 STANDARD PLAN H002. y ! 3. FOR LOCATION OF HYDRANT MARKERS, SEE O6 THERMOPLASTIC STOP LINE - H008 STD. PLANS B102 do B103. ! (D GORE AREA MARKING - H007 k •H-5D (SHEETS t do 2). MARKINGS 20' O.C. l ; 1 TA +17 4 T BETWEEN STRIPES do V O.C. BETWEEN j SIG S2C 4 7 LT - MARKERS. STA_ 35+52 41' T ( SIGN S2C, R3-7 j BY OTHERS) ZiV33+CC I- SIGN S2B, R2-1 —1 O INSTALL ON LUMINAIRE L-13 I ' NOTE: NUM8ERS IN LEGEND REFER TO CITY OF INSTALL ON LUMINAIRE 7 (SEE DWGS Et do ES) REFERS TO STANDARD WSOOTI STANDARD PLAN +70 /1 (SEE DWGS El do E2)' O STA. 36+41 -l LT I) RENT I BPIF I 20' RADIUS (BYNOTHERS) T ll�T O (TYP.) +35 ------rzco 12' 3000' RADIUS DER _. --_ ,4,E AVE. 12, 32+ 12' ccoer[ _ 34+00 35+00 36+00 tt, 0 4 i 12' .._� 12' WIO 0 0 1 t z O L +35 O STA_ 37+27 1 lSIGN S2D .-4 +11 _ 12'X18" BLACK ON WHITE 5' co O u O 6 STA. 36+00 IT R H Q BEGIN LANE TAPER Z d E- � ----- 1 Vt Fr U ; FOR `♦ ',QQ IA'KM,wi[" O + / SACNATURES ♦ +50 .rtaT w,p- m / AND SEALS, ♦ POMP vac 1 RE TO OMCIMk RAAPMU Ste' * 1 41 1 nry Is*, 1 �I /RA.L-SIZE CONTRACT/ w hYtaiti.s � ♦ OOCWENTS DATED STA. 37+14 49 RT �OECEYEER 1s97 f SCALE FEET $IGN 1-1 u----_ ��---�. STOP (BY OTHE�2S) --- 20 0 20 40 0 z 1 q1 OAKESDALE AVE. SW EXTENSION-PHASE 1A OWG NO. TA. +41 T SIGNING & PAVEMENT T3 '— 3E, R1 1 MARKING PLAN `b O I(BY OTHE ) STA 42+05, 41' LT SHEET IT �!� SIGN S3C STA. 37+50 TO STA. 49+25 86 of 96 - '� 12"X18" BLACK ON WHITE N 53A R3-7 1 INSTAL ppN LUMINAIRE 1 N 5 O L-15 SEE OWGS E1 do E5) STOPELEV , e4 O z ZT O a t1) 200' RADIUST +00 �i i ENDS LANE O 2O � � J v1 3 Z + I TUR1 �M1 7 ---- 3 � - 1 41+ 5 cn • 3' aan,,,c PT 5' - w� w 1 — — — — —— — — — — — - - - - - -_- -- - - - - OAKESDALE AVE&W. _ 1/ —__ _ _- - - > ] O i t' w 3 d + 1 + 39,00 4 00 41+00 4 + 0 i 12 N I Q 55' RADIUS Oa ZN ; 1 200' RADIUS 1t - - - - - - -- - - - - - - - - - - -- - --11 - - - - - - -- - - - - - - - - -- -n 11_�. w O O 11' a S' S' S' �o - 8° Gc] O z Y` I,� °t STA 39+52 z It -- - - E, 3y -] + .�•+ 3 END'4 WHITE PAINT >_ y . 1� scr O LINE TAPER (28' RT) �Tk42+3 Al' RT ►]1+ S +55 +92 R2-1 +12 Z ow EL(V ']•� +55 +55 3 _ �5j NST 0 Ey(� �1�. I nw-1:3lvnr END DOUBLE YELLOW I AL N LUMINq '�,'1� c 5+:4ewee /,,A ,1,-18 SEE DWGS gT ! EG) U a+ U `y} CENTER LINE TAPER (6.T LT) SIGNING if PAVEMENT MARKING LEGEND SIGNING do PAVEMENT MARKING NOTES S�1 tots U -6E dIEa, -'-�^%B (r -- - -- - O1 DOUBLE YELLOW CENTER LINE - H001 Ac H007 1. FOR SPECIFICA710NS OF NUMBERED SEE �� `O d Ed, \E :Fln < / SIGN SCHEDULE. � \ Wf F, O LANE LINE - H002 do H007 2. ALL ARROWS TO BE THERMOPLASTIC AND c \ CENTERED ON LANE. FOR ARROW DIMENSION \ •' 4' EDGE OF ROAD LINE - H008 SEE STANDARD PLANS HOW H008, HO1 O AND J �/ 77 a _ - H01 1. TWO-WAY LEFT TURN ARROWS SHALL • - "� O4 THERMOPLASTIC STOP LINE - H008 BE SPACED 250' O.C. FOR NUMBER AND i LOCATION OF ALL OTHER ARROWS, SEE SO APPROACH LINE - H002 & H007 STANDARD PLAN H002. S° \ S 3. FOR LOCATION OF HYDRANT MARKERS, SEE Y O STA. 36+4 6O THERMOPLASTIC E1KE SYMBOL - CITY OF SEATTIE STD. PLANS B 102 & B 10J. SIGN S3F, R1-•1 T- STANDARD PLAN NO. 722 _ iIOI 5R•!� (BY'OTHE ) +9 O /' .A A rs s� �- NOTE: NUMBERS IN EGEND]RE RENTON STAARO P r \\ ` N T= I O +92 i � ( �A \ ol 44+ 1117, USPT>t1AICMil AVE S.W. __ - 45+00 �- 46+00 _ Lacs 47+0p 4IS, 5' _ O All W I O I O O iinum porn 2 +L _ 12 31Lj L i i /�—�. IV AG t s, woo ` �s-tp cr+Arrs> pu Id MXU REFER TO OWIll / ♦FULL-S11E C011TRACi /. ♦ DOCUMENTS.p►TEp /. /..� J-� +cru+0 L�.i !J/ f.✓ , ♦ OECEv9ER t I- • ��' --•'' >k�-\` .�/ SCALE FEET racer *ow- l _MATCH LINE) \\ � a � 20 0 20 40 STA. 49+25 o r , r OAKESDALE AVE. SW EXTENSION-PHASE 1A DWG NO. SIGNING & PAVEMENT T4 � —�J _ STA. 51+80 t k, �W MARKING PLAN SHEET ~ ,EREi-.»s-/ I N 4 [Ul2cws t2'xt8" BLACK ON wHITE I 1 I STA. 49+25 TO STA. 55+03 87 OF 96 O / T 1+ T � ,xscws� I f 4 + SEE DWG. T-5. c�c "a� T7P 5+03 / fr INSTALL ON LUMINAIRE � a r' rut r wa: 1 I FOR SW 16TH S� `!J AND- In Z /� L-27 (SEE DWGS E1 & E7) -- LANE COK •ru I i - +27 REMOV -wAY. y Z= g / L FT TORN END MgTERI NE O / /l 8 I +27 Z c' +74 LlfT t l ,- X3 Y O �wAsz ARrA +79 �y / `� A*eac Mai►/ " +94 N I' =g: x tr: I A g aLL,N > N , 12 R� 3 + / / mil • p c w: sr sc+ �s 2 : ,fie � 0 6 r F � coil I � C � `` ►' / �._ � __ � I O g}+00. LLJ o w c~i1 II / = _� 1+ 1` ` 52+00 =mod 1 +- `, '` RE EXST.`ARROWS a 3 AW_ — n _ 90 -._ - _- 11 STA. 53+65.5 11' C ` MATCH EXST. 4" WHITE PAINT LINE (27.5' LT) _ _O 1 O END 4' WHITE PAINT LINE (27.5• RT) V __ t u'o 1 1• 'I,r� I "�`-- -��� MATCH EXST. LANE LINE (16.5• LT AND 16.5 RT) z % O ——— — �• O BEGIN REMOVAL OF TWO-WAY O c v O 5'. — I 1 LEFT TURN LANE (5.5' LT AND RT) oil DW E I sc» 1 STA. 51+44, 42' RT20 s SIGN S4C +94 +94 .` 3 'll o o � LANE ENDB 12"X18" BUCK ON WHITE � . 'l �\ / 1 a j SIGNING & PAVEMENT MARKING EL_GEND SIGNING & PAVEMENT MARKING NOTES 1 s 1 DOUBLE YELLOW CENTER LINE - HOOt SIGN SCHEDULE. 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE O & H007 a C AN SIGN SCHEDULE O LANE LINE - H002 H007 2. CENTERED ON ALL ARROWS T LANE.O BE T FOR OARROWI DIMENSIONS, ENO. MUTCD PANEL X Y HI COMMENTS O3 4' EDGE OF ROAD LINE - HOD8 SEE STANDARD PLANS H006, HR08, S SHALL AND HO11. TWO-WAY LEFT TURN ARROWS SHALL CODE SIZE BE SPACED 250' O.C. FOR NUMBER AND T R3-8 30 30 30 30 12-6THERMOPLASTIC STOP LINE - HOOB LOCATION OF ALL OTHER ARROWS, SEE MOD. STANDARD PLAN H002. R3-8 30 30 30 30 12 6 N MINAIR - S APPROACH LINE - H002 r!c H0073. FOR HYDRANT MARKER LOCATIONS, SEE THERMOPLASTIC CROSSWALK - H012 STD. PVWS 8102 & 8103. R2-t 24 30 24 30' 12-6 R2-1 24 30 24 30 12-6 O7 THERMOPLASTIC BIKE SYMBOL - CITY OF SEATTLE S28 I R2-1 24 30 24 30" 12-6 ON LUMINAIRE L-11. STANDARD PLAN NO. 722 yI S2C I R3-7 30 30 12-6 ON LUMINNRE L-13. LaL S2D 12 18 12 is" 1 t -5 NOTE: NUMBERS IN LEGEND REFER TO CITY OF b S F R1-1 30 30 30 2Z 12-6 OTHERSRENTON STANDARD PLANS. 1- 30 30 30 30 12'-6' BY OTHERS iS2G I Rl-l30 X30 30 30" 12-6 BY OTHERS A S3A I R3-7 30 30 30 30 12-6 S38 I R3-7 30 30 30 30 12'_6 ON LUMINAIRE L-15. a 12 XIS' 12 1 12-6 p R2-1 24 30 24 12'-6" ON LUMINMRE L-18. S3 1-1 30 30 30 12-6OTHERS a S3F - 30 30 30 12'-6- BY OTHERS S4A R -t 30 1 12'-6" ON LUMINAIRE L-27. S48 18 16-6 t LOCATE BEHIND WALL 'm S4C 12" 18 15-6 t LOCATE BEHINDW S5A D3 LENGTH 13'-6" N T FROM 1 TH T D3 VARIABLE LENGTH R1-1 S58 I D3 VARIABLE ENGTH 13'-6' DJ VARIABLE LENGTH R1-1 $SC 1 1 " 49.5" 14'-0" 1- �D R _7 12'-6' N EXIST. LUMINAIRE. z SSE R -7 30 12-6 0 SSF W1- RT 1 " 24 12-0 SSG W1-8 lT 1 4" is' 24 12-0 ------ SSH 1-1 - 30 R1-t IS TEMPORARY UNTIL SIGNAL IN TA — ERATING i� FOR �� R3-8 30"x30' 30"­IQ 30 12-6 WHEN RI-1 REMOVED REINSTALL R3-8 WITH THESE DIMENSIONS IF SOATURES f AND SEALS. a REFER TO ORIGINAL NOTES: I.FULL-S4E CONTRACT f III DOCUMENTS DATED If 1. ALL SIGNS NOT MOUNTED ON LUMINAIRES SHALL HAVE 4"X4" SINGLE TIMBER POST UNLESS OTHERWISE NOTED. �DECEMBER 19970" 2. SIGN MOUNTING WIDTHS, HEIGHTS, AND DETAILS SHOWN ON STD. PLANS COOS AND G021. LENGTH V- 7' FOR ALL SIGNS. 3. SIGNS SHALL BE PLACED DIRECTLY BEHIND SIDEWALK UNLESS OTHERWISE NOTED. 4. SIGNS MOUNTED ON SIGNAL POLE MAST ARM ARE SHOWN IN SIGNAL PLANS. 0 z OAKESDALE AVE. SW EXTENSION-PHASE 1A DWG NO. & SIGNING & PAVEMENT T5 $ MARKING PLAN SHEET SW 27TH ST. AND 16TH SW ST. 88 OF 96 N Z 1 -� SW 27TH ST. STA. 10+75. 36' LT i i Z= g i j SIGN S58 SIGN 55E, R3-7My 27TH ST. a t 1+94 fI sw 27TH sr. sra to+88t LN t SIGN S5D, R3-7 i Z ( ( � �� Ate MOUNT ON EXIST. LUMINAIRE w X3 8w 277H 6r. 03 Yto I LOW TAB N I +75 RI- _ g + N Z 0 I 8�` --" '_. + i SW 27TH ST. STA. 1 +43 w Z 4 m- +74 __.` " END REMOVAL OF XST. LANE LINES Z r- Q REMOVE R t-1 f I II I� II I �I II I U O 3 o O END REMOVAL OF-EX5T. g I ENTERUNE— --- ' >N j f- R� UJ 3 a- -- MATCH EXST. �� -- _ O Tn = - 3 Qo I � =x. -- - - - t) ACV . O ` T 1 + - C)W ZN 00 w ` 11 IT' NSW 27TH ST. STA. 9+68 37' RT `-�-' _ti�'7 10+00 \ 0 12 12+00 1 7:1 TAP R 1 1'13 00 1 1'' SIGN SSA n O{V( E AVEBW D3 (RELOCATED 3His W1LZ M$ 7h Nl!' M'S 12' T FROM SW 16TH ST. _ 4 1w 27TH ST.I 03 55' RADIUS \ 11' 1 t, C R1-1 F Z .L 1 SCALE FEET +43 SW 27TH ST aS�Fti 1 Lo O 20 0 20 40 • STA. 9+90.5. 17 +79 RT : Nx ! +56 O �� ••••• SIGN SSF, W1-8 � � E>:;3� E bLE z 7TH ST. SIGNING & PAVEMENT MARKING NOTES • • SW 7TH T. STA. 1 1+00 +00 y) • SW 27TH ST. STA. 9+94.5 37.5' RT e SIGN S9G,'Nit_g' �� GIN REMOVAL OF EXST. LANE LINES 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE gc3 SIGN S5C ` e ' SIGN SCHEDULE. END O" RED ON BLACK � e � � 27TH O STA. 10+86 2. ALL ARROWS TO BE THERMOPLASTIC AND W/ WI-6(L)6((L) BEN ROAD NEEAKER ECIN TH o`1C='£XST. CENTERLINE SEECENTSTANDARD PLANS HD06. H008ED ON LANE. FOR ARROW DIH0 OIAND ( H011. TWO-WAY LEFT TURN ARROWS SHALL o SIGNING Ac PAVEMENT MARKING LEGEND BE SPACED 250' O.C. FOR NUMBER AND LOCATION OF ALL OTHER ARROWS, SEE (D DOUBLE YELLOW CENTER LINE - H001 & H007 1 i SEE STANDARD PLAN H002. 3. FOR LOCATION OF FIRE HYDRANT MARKERS, SEE 2O LANE LINE - H002 do H007 = �',, ` , STANDARD PLANS 9102 do B103. 1� y O3 4' EDGE OF ROAD LINE - HOC 1' REMOVE SIGNS WHEN 1 4. INSTALL 'NEW SIGNAL AHEAD" SIGN ON ALL FOUR R tr� �b \ - I APPROACHES WITH HIGH INTENSITY FLAGS. SEE SPECS. � � SIGNAL INALL THERMOPLASTIC STOP UNE - 00 At ` RATING SCALE FEET O APPROACH LINE - H002 to { , u. 58' U 1 STOPa Q SKIP APPROACH Ut - H002 t a1Qoi �\\� i i �� r W / 20 0 20 40 7� THERMOPLASTIC 6&SWALK - H01 P Y NOTE NUMBERS IN LE END REFER TO CITY OF + 1.5 / + + lL1t) RENTON ST PLANS. 1 + \ t t �_ - - -_ _ - ---1,2+00 ------ ---13+00 J y_T _ SIN 46TH ST. STA,4 t•+07 1 TH + T__ __ �r. s 5• REMOVE EXISTING ARROW slam OF —L - - --- SW 16TH ST. STA. 1 1+02 5 \ � MATCH EXISTING DOUBLE ` FOR ♦ _f / I� tO \ ` YELLOW CENTER LINE (6.4 RT) SICNATLWES ♦ OfL ! II II MATCH EXISTING APPROACH AND SEALS. + - RerER TO OTUONAL t ��� LINE (5.6' LT) ? y iULL-42E CONTRACT R R 1-1 ♦ o000YENTS 1997 f SW 16TH ST. STA. 9+ j �+ REMOVE BOTH W1-8 SIGNS-- r ���"�'E �i� TOSIGN BECOME PART OE +57 \� A ` R M 9+ SIGN R T SIGN T I SSH. REMOVE +� --- ttJl)P WHEN SIGNAL IS w I I 9 sw ST. 5w.. 7TH S . STA. 68. 37 RT INSTALLED ALE AVE>6M OPERATING ' u DWG. NO H OAKESDAL E AVE. S.W. EX TENSION-PHASE )A E C 1 SEC . 2 5 T . 2 3 N o R . 4 E . W . M . EROSION CONTROL SHEET `0 0 50 t00 89 of 96 � HORR.t"•50' (n Z 1 ■■ Z '�7 't O Cq x 3 a W N 'TEMP. & PERMANENT u WATER QUALITY PONDS = 3 p I STABILIZED CONSTRUCTION ENTRANCE A SEE DRAINAGE PLAN & < (� SEE DE7NL FOR DIMENSIONS e PROFILE SHEETS 01-03 CQ ZI ¢N zo o OAKESDALE AVE S.W. w W .._. 0 0 V) cr_ - --` W �\' o< W x X--X_ +. W a /*/ \ (n OZ I +. . . . . . p x ,� X XI : . .. ,•. U Lj }\.,+�•:• .•`..•.•.•.•.........•.•• •.•.•...•.•.•.•. •.....•.•.•.•. .•-.•.' •. I a + . . . -A ELAND M1TIGWq�IQI N AREA.*SE�:V�ETLAjJD.MII1GAf10N.DRAWJNGS x , " - t . .ox�x��i�.3-r-tx�•-.-x «�..�.x.«,..�.x�.*. TEMPORARY SILT FENCE EC2 EROSION CONTROL NOTES /� MANTAINANCE_ STANDARDS 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD m w a m 1. PROJECT EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE /FN IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. CONTRACTOR //QP�F�� 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING 2. THE AREA TO BE CLEARED AND GRADED MUST BE FLAGGED BY THE CONTRACTOR TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO AND APPROVED BY THE ENGINEER PRIOR TO BEGINNING ANY WORK ON SITE. //���SS /p0 KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. 3. ALL EROSION AND SEDIMENTATION DEVICES SHOWN ON THESE DRAWINGS SHALL / 1/jH THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE 4 DRAWINGS SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE / DIMENSIONS OF THE ENTRANCE,OR THE INSTALLATION OF A PREPARATION. / WHEEL WASH. IF WASHING IS USED,IT SHALL BE DONE ON AN w 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS DRAIN TO A SEDIMENT TRA AREA COVERED WITH C TRANEO ROCK, AND WASH WATER SHALL P OR POND. o SHOWN ON THESE DRAWINGS NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS 10 O 3. ANY SEDIMENT THAT I$ TRACKED ONTO PAVEMENT SHALL BE NECESSARY TO PROTECT ADJACENT PROPERTIES,SENSITIVE AREAS,NATURAL a"-8" REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED m WATER COURSES,SPRINGBROOK CREEK, AND/OR THE STORM DRAINAGE SYSTEM. SPALLS 12 MI BE SWEEPING SHALL BE REMOVED OR STABILIZED ON-SITE. " 5. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY OR IF DEPTH Merl. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE SEDIMENT OR TURBID WATER ENTERS SPRINGBROOK CREEK ALL CONSTRUCTION STREET,EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE !S WORK ON THE PROJECT THAT MAY FURTHER AGGRAVATE YHE SITUATION SHALL A THREAT TO PUBLIC SAFETY.IF IT IS NECESSARY TO WASH THE CEASE AND THE CONTRACTOR SHALL IMMEDIATELY COMMENCE MITIGATION AND RESTO�ATION MEASURES. RESTORATION ACTIVITIES SHALL CONTINUE UNTIL STREETS,THE CONSTRUCTION OF A SMALL SUMP SHALL BE APPROVED BY THE ENGINEER. CONSIDERED.THE SEDIMENT WOULD THEN BE WASHED INTO THE 6. SOIL SHALL NOT REMAIN EXPOSED MORE THAN 1 WEEK WITHOUT TEMPORARY OR CONSTRUCTION GEOTEXTILE PROVIDE FULL WIDTH OF SUMP FOR COLLECTION,AND REMOVED AS SOON AS POSSIBLE. PERMENANENT COVER TO PREVENT EROSION. EXPOSED SOIL ON THE SLOPES FOR SEPARATION INGRESS/EGRESS AREA 4. ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD ND END ABOVE SPRINGBROOK CREEK IN THE VICINITY OF THE BRIDGE (STA 47.00 TO 52.50) SHALL BE COVERED AT THE END OF EACH WORK DAY. STOCKPILED SOIL UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3 'a SHALL ALSO BE COVERED OR SECURED TO PREVENT EROSION AT THE END OF EACH WORK DAY, 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE A7 POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S),CLEARING LIMIT FENCING 7. CATCHBASIN PROTECTION OR INSERTS SHALL BE INSTALLED IN ALL CATCHBASINS (SECTION 2-01.3(5)) SHALL BE INSTALLED TO CONTROL TRAFFIC. `� FDR �t WHERE RUNOFF FROM THE PROJECT MIGHT DRAIN. / SIGNATURES t AND SEALS. % tREFER TO ORIGINAL Z 70DOCHIENTS DATED I STABILIZEDCONSTRUCTION NTRANC A %OECELMR 1997f NOT TO SCALE DWG. NO. OAKESDAL E AVE. S.W. EX TENSION-PHASE 1A E C Z ° S E C o 2 5 T o 2 3 N o R o A E o W . M . EROSION CONTROL SHEET 90 of 96 f p —_ - ul L.J i u N W �••1 k �� �—�.. x-�•x x x�.��x x x", x x��x'r %... + _ t! < �., o F" OAKESDALE AVE S.W. ° s .. .� w I Z a a N o p yY� - T- w o , �, z , x O N .-7 TEMPORARY SILT FENCE rB r . E'-' h I LL_Z FILTER FABRIC MATERIAL 36" WIDE ROLLS TIE BACK AS NECESSARY USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2"x2" BY 14 GA. WIRE FILTER FABRIC y FABRIC OR EQUIVALENT MATERIAL— e� FABRICBORi4 GA. WIRE EQUIVALENT N PROVIDE�i ;"" ,n WASHED GRAVEL bACKFILL = \ ON BOTH SIDES OF FILTER FENCE FABRIC (NOT REQUIRED ———_——— ——— —. IN SEDIMENTATION PONDS). W a m BURY BOTTOM OF FILTER MIN' MATERIAL IN B.,x12.. TRENCH 2x4 WOOD POST ALT / / STEEL FENCE POSTS `-2x4 WOOD POSTS,STANDARD OR BETTER } OR EQUAL ALTERNATE STEEL FENCE POSTS. CROSS SECTION w . a MAINTA)NANCE STANDARDS m 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. CONCENTRATED FLOWS TO THE FENCES ARE TO BE PREVENTED- 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELAZATION OF FLOWS PARALLEL TO THE FENCE.IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" DEEP,OR IF PERFORMANCE IS AFFECTED, WHICHEVER OCCURS FIRST. 5. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN,IT SHALL BE REPLACED. FOR / SIGNATURES t i AND SEALS. 6. WHERE THE SILT FENCE BORDERS WETLANDS AREAS.BRIGHT ORANGE FENCING (BLETON INDUSTRIES !REF ER TO ORIGINALS STYLE 803, OR EQUIVALENT) SHALL BE USED. tFULL-SIZE CONTRACTI %DOCUMENTS DATED 1 % DECEMMR 1997 TEMPORARY SILT FENCE DETAIL B '� NOT TO SCALE 7 i OAKESDALE AVE. S.W. EXTENSION-PHASE 1A DWG. NO. EC3 S E C o 2 5 T n 2 3 N o R o 4 E o W . M . EROSION CONTROL SHEET 91 of 96 N li z= -- _ APPROXIMATE `..:, FUTURE 100 YEAR y j- w' WATER SURFACE C $ 3 s `• ELEVATION 9.7 \. 7 W N E _ - c vi CD Z2 O .r. x-►r'-x'� i'f �. a•+ r -SILT FENCE F j^ x�.r•• ''.... '�.�x__k�•�.: O C .., r,•.- PLACEMENT a o W r OAKESDALE AVE S.W.Ln e �- O �:. ! = r-a �-..•, �--x x—�x-�x �;' - J-/fir" 7. 00 =, r 4 / + " ' � 1111111NC T i EROSION A _ - EROSION CONTROL 1 TEMPORARY SILT FENCE CONTROL G BLANKET.SEE NOTE 2. a= 71 & * BLANKET H EC2- 1 PT. STA. OFFSET AREA (SF) 1� A 49.13.86 1 39.50 4134 E/c NOTES: B 49.58.62 39.50 1. BLANKET TO EXTEND FROM CREEK UP TO EL, 7. INSTALL C 1 50.30.45 40.66 EROSION CONTROL BLANKET TO FIT AROUND LARGE WOODY 0 50.12.85 56.67 DEBRIS SO THAT ALL EXPOSED SOIL IS PROTECTED. SEE � p� DWG. SG12 FOR LARGE WOODY DEBRIS AND PLANTINGS. E 49.49.16 42.65 2632 n p1 F 49.09.93 42.00 1f 2. RIPRAP AND PLANTING AREA OVERLAP TO PROVIDE TRANSITION AREA. G 48.38.24 45.31 f L, LEGEND H 48.52.25 54.41 RIPRAP (TYPA APROXIMATE RIPRAP LIMITS iT = m J ® SEE NOTE 2. EROSION CONTROL BLANKET LIVE STAKES AT t TOE OF SLOPE l Q RIPRAP CONSTRUCTION GEOTEXTILE a � ---► SPRINGBROOK CREEK ----i 2.0'H FOR SEPARATION ^ OHW 0.5'V x— TEMPORARY SILT FENCE r' OWHM EL. 4' m x X X X X�X AT DOWN STREAM 2 END TIE INTO WALL OR SLOPE 1:1SL0PE UPSTREAM END PARALLEL TO OHW X SILT FENCE PLACEMENT TAI RIPRAP DETAI C NOT TO SCALE NOT TO SCALE — b 0 FOR 41 / SIGNATURES \ O+REFER TO OR IG INALi BULL-SIZE CONTRACT w 1 DOCIHENTS DATED �t DECFABER 1997r a FN �°•r�::�f�" __ _ oYgn,ues �ra.rrn-.mv OF A5 '�� �•, kENTO ' K fig, �(n I t l i � � /• �'�� �_�, j � I � I i- i ast, ea,i _ I r'�i1lfij,•� � V I I � I � • I � _, ,� i �. �! I •� f � � j 7 1, _ rh �� 7 I / In G� <n / .� •�� _ ' �_f�-___ �_ — � .; � ,�, I j�C i� ill �`� � � ����� I It •� � � � � �} ! i / - - - � .n O m rn Rn i ►, -,rs• '_.i�c m n ni t�� ll i0 t- i 91, (( tp�iyll If - A , 1 ; IF I I � I I IT) rl •! � ,( f. I � 'fir I � i ITI r. t11 � 1 T ,�- - S�, ,I 1 TMI L t-IATG+4 L iNE 5i-4EET U)2 J4 ! - .'jTN WA N wt°irii r i" uanwurn ieoa - �«��"s� �•,,��` CITY OF ` � E-,�•�'� AVEPJUE SVJ �XPEN�IUN RASE 'A SW Ir i 1 ; w' i .+71� RE\TON, -- - MATCH L INE SHEET Wl Q� HG l ^•' ! 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WASHINGTON STATE TIB(TIA)PROJECT NO. 9P-102(002)-1 ADDENDUM NO. 2 TO THE BID PROPOSAL, CONTRACT DOCUMENTS AND SPECIFICATIONS NOTICE TO ALL PLANHOLDERS: The Bid Documents for the above-named project are modified as described below. Bidders shall take this Addendum into consideration when preparing and submitting their bids. Bidders shall attach this addendum to their copy of the Contract Documents, and shall acknowledge receipt of this Addendum in the space provided in the Proposal Form. Failure to do so may subject the Bidder to disqualification of his bid. THE BID DOCUMENTS ARE MODIFIED AS FOLLOWS: II. INTRODUCTION 1. INSTRUCTIONS TO BIDDERS: In Item 20, HPA Fisheries Permit Window(page II-4), delete the last sentence, beginning "Work within these areas . . .", and insert the following: A draft of the provisions that may appear on the HPA is presented in the letter from the State of Washington Department of Fish and Wildlife dated January 9, 1998. A copy of these conditions is provided in Appendix B. These conditions should be as- sumed by bidders for the purpose of preparing bids. 4. SCOPE OF WORK(page II-6): In the fourth paragraph, delete "2. Water Quality Ponds for Storm Drainage." III. PROJECT PROPOSAL 1. BIDDER'S CHECKLIST (Page III-2): Delete Item 8, Disadvantaged Business Enterprise Utilization Certification. Renumber Items 9 through 13 as Items 8 through 12. Oakesdale Avenue SW Extension ADDENDUM NO.2 TIB (TIA) Project No. 9P-102(002)-1 January 9, 1998 Page 1 of 13 3. SCHEDULE OF PRICES: The following bid item references refer to the bid item numbers, as listed on the "Green pages" in Addendum No. 1: Item A18 (Mitigation Wetland Excavation, including Haul): The bid quantity has been revised from 18,500 CY to 20,500 CY. Item A29 (Corrugated Polyethylene Storm Sewer Pipe- 12 inch diameter): The bid quantity has been revised from 1,723 LF to 1,705 LF. Item A32 (Ductile Iron Storm Sewer Pipe- 12 inch diameter): The bid quantity has been re- vised from 924 LF to 811 LF. Item A39 (Catch Basin -Type 1): The bid quantity has been revised from 30 EA to 29 EA. Item A40 (Catch Basin -Type 2 - 48" diameter): The bid quantity has been revised from 8 EA to 9 EA. Item A42 (Catch Basin-Type 2 - 72 in. Dia. w/Flow-Through Pipe): The bid quantity has been revised from 1 EA to Zero. This item number is shown as"not used". Item 50 (Steel Reinforcing Bar): The specification reference is changed to 6-02.5. Item A54 (Deficient Strength Concrete Price Adjustment): Item A55 (Slump and Air Price Adjustment): In order to provide a uniform basis for bidding, and in accordance with Section 6-02.5 of the Standard Specifications, an amount of$ 0 (Zero dollars)has been entered against each of these items in the Schedule of Prices to become a part of the total bid. Item A79 (Upland Seeding): The bid quantity has been revised from 1.88 AC to 1.48 AC. Item A80 (Constructed-Wetland Seeding): The bid quantity has been revised from 1.97 AC to 2.37 AC. Item A82 (PSIPE Trees): The bid quantity has been revised from 1,244 EA to 1,316 EA. A new Item A108 has been added (covering "Crosshole Sonic Log Testing"). Item C9 (Gravel Backfill for Trench): The bid quantity has been revised from 400 TON to 517 TON. Revised copies of Schedules A and C of the Schedule of Prices, dated 1/9/98, are attached Bidders shall remove the superseded pages of the Schedule of Prices issued with Addendum No. 1 and replace them with the new pages attached. Oakesdale Avenue SW Extension ADDENDUM NO.2 TIB (TIA) Project No.9P-102(002)-1 January 9, 1998 Page 2 of 13 SPECIAL PROVISIONS: 1-07.17 Utilities and Similar Facilities (page 8): Before the paragraph that begins"Contractor to place . . .", insert the following: The Contractor shall remove portions of the existing irrigation system, as shown on the plan sheets IR 1 through IR3; relocate existing facilities where feasible; install protective sleeves where indicated; and replace the removed portions with pipe, valves, sprinkler heads and controls equivalent to the existing system( "Rain Bird" or equivalent). The relocated and replacement system shall provide full coverage of existing irrigated areas on both sides of the road, including new embankment side slopes and the slopes along each side of the paved trail along Springbrook Creek. Irrigation below Wall "H"may be accomplished using sprinkler heads located along the east edge of the trail. The work shall be in accordance with Section 8-03 of the Standard Specifications, and all materials and equipment incorporated in the system shall meet the requirements of Sec- tion 9-15 of the Standard Specifications. Salvaged components of the existing system may be incorporated in the replacement system provided that they are undamaged and in good working order. The information shown on plan sheets IR1 through IR3 is based on design details provided by the Boeing Company and does not necessarily represent the as-built field condition. Prior to commencing any removal, relocation or replacement work, the Contractor shall prepare and submit for review by the Engineer an"Irrigation System Removal, Relocation and Re- placement Plan". Page 10: The fifth paragraph in Section 1-07.17,beginning with"Contractor to place..." shall be replaced in its entirety with the following: Where shown in the plans and/or found in the field during the course of utility construction the contractor shall: 1. Place a compressible,degradation-resistant material (Ethafoam HS600 or equal) between rigid utilities and backfill trench with CDF to the spring-line of the upper rigid utility pipe at crossings with 3"or less separation. 2. Backfill trench with CDF to the spring-line of the upper rigid utility pipe at crossings with 12" or less separation. Page 10: Before the paragraph that begins "Payment for Ethafoam . . .", insert the following: The Lump Sum contract price for"Relocate Irrigation System" shall be full compensation for all labor, materials, tools and equipment necessary for removing, relocating and replacing the irrigation system as shown on the plans, as specified and as detailed in the approved Irri- gation System Removal, Relocation and Replacement Plan, including the cost of preparing the Irrigation System Removal, Relocation and Replacement Plan. Section 1-07.23(1) (new section): Public pedestrian traffic on existing trails and paths through the construction area shall be prohibited during the construction period. Oakesdale Avenue SW Extension ADDENDUM NO. 2 TIB(TIA)Project No. 9P-102(002)-1 January 9, 1998 Page 3 of 13 Section 1-09.7 Mobilization (new section): Mobilization shall include providing and maintaining a secure field office for use by the Engineer and his inspection staff throughout the entire construction period. The office shall have a floor area of at least 200 square feet, and shall be provided with two (2) office-type desks and two (2) chairs, a 2%-foot by 5-foot layout table, a 3-foot by 6-foot drafting table with stool, one four- drawer lockable metal filing cabinet, six (6) chairs, a functioning telephone on a private line exclu- sive to the Engineer's use, electric lighting, air conditioning and heating. The temperature controls shall be available to the Engineer and his staff and shall be capable of maintaining the desired tem- perature. Sanitary facilities shall be adjacent to the office and shall have tap water and soap dis- penser for washing hands. The Engineer's office shall be separate from the Contractor's field office and shall be for the exclusive use of the Engineer and his inspection staff. The contractor's person- nel shall not be allowed use of the telephone in the Engineer's office. The costs for utilities and lo- cal telephone service for the Engineer's field office shall be borne by the Contractor. A separate lump sum contract price for "Mobilization" is provided in each of the Schedules of Prices included in the Project Proposal. Section 2-03.4 Measurement(page 19): Item 1 of this Section is supplemented with the follow- ing: The approximate quantity listed in the schedule of prices for Water Quality Pond Excavation, including Haul includes the over-excavation required by Notes 3 and 6 on Sheet 46 of 96. Section 2-03.5 Payment(Roadway Excavation and Embankment, (page 20): 2. "Gravel Borrow including Haul",per Ton: In the second line, after"placing and compacting"delete", or otherwise disposing of'. Section 6-13.1(2) (Page 28): Revise Paragraph(4)to read as follows: (4) When slurry is required, the installation plan for slurries submitted by the contractor shall include a detailed mix design, and a discussion of its suitability to the antici- pated subsurface conditions. Details shall be provided of the method proposed to mix, circulate and desand slurry, and methods proposed to comply with the require- ments of Sections 6-13.3.3 and 6-13.3.6, including disposal of the slurry. Section 6-13.3.3 Drilling Slurry: Replace Section 6-13.3.3(A)General Requirements) (Pages 31- 32) with the following: 6-13.3.3(A) General Requirements The Contractor shall provide a specialist experienced in the slurry drilling process to design and monitor the slurry. The specialist shall be present at all times when the slurry method is used, and shall supervise the testing required in Section 6-13.3.3(B). The percentage and specific gravity of the material used to make the suspension shall be suf- ficient to maintain the stability of the excavation and to allow proper concrete placement. Oakesdale Avenue SW Extension ADDENDUM NO. 2 T1B (T1A) Project No. 9P-102(002)-1 January 9, 1998 Page 4 of 13 Slurry tanks of adequate capacity shall be required for slurry circulation, storage, and treat- ment. No excavated slurry pits shall be allowed in lieu of slurry tanks. No mixing of slurry shall be allowed in the drilled shaft excavation. Slurry shall not stand for more than four hours in the excavation without agitation. If this is not possible, excavation sidewalls shall be cleaned to remove filter cake and mineral slurry shall be tested for compliance with Table 6-13.3.3(A). During construction, the level of the slurry in the shaft excavation shall be maintained at a minimum dimension above the highest expected piezometric pressure head along the depth of the shaft according to the following: a) not less than 4 feet for mineral slurry b) not less than 10 feet for synthetic slurry c) the minimum level required to provide and maintain a stable hole for synthetic or mineral slurry. In the event of a sudden significant loss of slurry to the hole,the construction of that founda- tion shall be stopped until either a method to stop slurry loss or an alternative construction procedure has been approved by the Engineer. The Contractor shall dispose of all slurry off site at an approved disposal site. Mineral Slurry: Only commercially prepared slurries shall be employed when mineral slurry is used in the drilling process. The slurry shall have a mineral grain size that will remain in suspension and sufficient viscosity and gel characteristics to transport excavated material to a suitable screening system. The mineral slurry shall be premixed thoroughly with clean, fresh water. Adequate time, as prescribed by the mineral manufacturer, shall be allotted for hydration prior to introduction into the shaft excavation. Slurry density shall be increased by adding barite only when so- dium bentonite is the mineral. Desanding equipment shall be provided by the Contractor as necessary to control slurry sand content within the acceptable values shown in Table 6-13.3.3(A) at any point in the bore hole. Desanding will not be required for setting casing. The Contractor shall take all steps necessary to prevent the slurry from"setting up" in the shaft. Such methods may include agitation, circulation and/or adjusting the properties of the slurry. Synthetic Slurry: Synthetic slurries shall be used in conformance with the manufacturer's recommendations, the approved installation plan required by 6-13.1(2) and the Special Provisions. The follow- ing synthetic slurries may be used: Oakesdale Avenue SW Extension ADDENDUM NO.2 TIB(TIA)Project No.9P-102(002)-1 January 9, 1998 Page 5 of 13 Product Manufacturer SlurryPro CDP KB Technologies Ltd. Suite 216, 735 Broad Street Chattanooga, TN 37402 Super Mud PDS Company 8140 East Rosecrans Ave. Paramount, CA 90723 TABLE 6-13.3.3(A) (Sodium Bentonite or Attapulgite in Fresh Water) Range of Values* Property, At Time of Intro- In Hole at Time of Test Method (Units) duction of Slurry Concreting Density, (pcf) 64.3 - 69.1 64.3 - 75.0** Density Balance Yield Point, Bentonite (Pascals) 1.25 - 10 10 Maximum Rheometer Attapulgite 2 - 15 15 Maximum Rheometer or Viscosity, (seconds/quart) 28 -45 28 -45 Marsh Cone PH 8 - 11 8 - 11 pH Paper or pH Meter Sand Content, API Sand (% by volume) 0 -4 0 - 10 Content Kit * Above 68 degrees F ** 85 pcf maximum when using Barite Other slurry products may be used provided that they have been reviewed and approved through the WSDOT qualified products list process. The sand content of synthetic slurry prior to final cleaning and immediately prior to placing concrete shall be less than 2.0 percent, in accordance with API 1313-1, Section 5. If synthetic slurry is proposed by the Contractor, the installation plan shall also include a slurry quality control plan that includes the following tests: Oakesdale Avenue SW Extension ADDENDUM NO. 2 TIB(TIA)Project No. 9P-102(002)-1 January 9, 1998 Page 6 of 13 Property Test Method Density Mud Weight(Density)API 13B-1, Section 1 Viscosity Marsh Funnel and Cup, API 1313-1, Section 2.2 pH Glass Electrode, pH Meter, or pH paper Sand Content Sand, API 1313-1, Section 5 If synthetic slurry is used to construct the shafts, the Contractor shall submit the name and current phone number of the manufacturer's representative to the Engineer for approval. The manufacturer's representative shall provide technical assistance in the use of the synthetic slurry. The representative shall be at the site prior to introduction of the synthetic slurry into a drilled hole, and shall remain at the site during the construction and completion of a mini- mum of one shaft to adjust the slurry mix to the specific site conditions. Section 6-13.3(4) (Page 33): The third, fourth and fifth paragraphs are replaced with the following: The Contractor shall provide for crosshole sonic log testing of all shafts except for those constructed completely in the dry. The Contractor shall furnish and install access tubes for the crosshole sonic log testing. The tubes shall be at least 1-1/2 inch inside diameter Sched- ule 40 pipe conforming to ASTM A 53, Grade A or B,Type E, F, or S. The access tubes shall have a round, regular inside diameter free of defects and obstructions, including all pipe joints, in order to permit the free, unobstructed passage of 1.3 inch maximum diameter source and receiver probes used for the crosshole sonic log tests. The access tubes shall be watertight, free from corrosion with clean internal and external faces to ensure good bond between the concrete and the access tubes. The access tubes shall be fitted with watertight caps on the bottom and top. At least seven calendar days prior to beginning shaft construction, the Contractor shall submit the name of the independent testing organization, and the names of the personnel, conducting the crosshole sonic log tests to the Engineer for approval. The submittal shall include documentation that the qualifications specified below are satisfied. The independent testing organization and the testing personnel shall meet the following minimum qualifica- tions: a. The testing organization shall have performed crosshole sonic log tests on a minimum of three deep foundation projects in the last two years. b. Personnel conducting the tests for the testing organization shall have a mini- mum of one year experience in crosshole sonic log testing and interpretation. The Contractor shall securely attach the access tubes to the interior of the reinforcement cage of the shaft. The access tubes shall be placed around the shaft, inside the spiral or hoop rein- forcement and three inches clear of the vertical reinforcement, at a uniform spacing not ex- ceeding 2 feet 9 inches measured along the circle passing through the centers of the access tubes. If the vertical reinforcement is not bundled and each bar is not more than one inch in diameter, the access tubes shall be placed two inches clear of the vertical reinforcement. If these minimums cannot be met due to close spacing of the vertical reinforcement, then the access tubes shall be bundled with the vertical reinforcement. Oakesdale Avenue SW Extension ADDENDUM NO.2 T1B (TIA) Project No.9P-102(002)-1 January 9, 1998 Page 7 of 13 The access tubes shall be installed in straight alignment and as near to parallel to the vertical axis of the reinforcement cage as possible. The access tubes shall extend from the bottom of the reinforcement cage to at least two feet above the top of the shaft. Joints required to achieve full length access tubes shall be watertight. Care shall be taken to prevent damaging the access tubes during reinforcement cage installation operations in the shaft excavation. The access tubes shall be filled with potable water as soon as possible after concrete place- ment (but no later than one day), and the top watertight caps shall be reinstalled. The Contractor shall provide for crosshole sonic log testing and analysis on all completed shafts designated for testing by the Engineer. The testing and analysis shall be performed by the independent testing organization submitted by the Contractor and approved by the Engi- neer. The testing shall be performed after the shaft concrete has cured at least 24 hours. Additional curing time may be required if the shaft concrete contains admixtures, such as set retarding admixture or water reducing admixture, added in accordance with Section 6- 02.3(3). Crosshole sonic log testing will be conducted on at least 2 shafts at each pier. After placing the shaft concrete and before beginning the crosshole sonic log testing at a shaft, the Contractor shall inspect the access tubes. Each access tube that the test probe can- not pass through shall be replaced, at the Contractor's expense, with a two inch diameter hole cored through the concrete for the entire length of the shaft. Unless directed otherwise by the Engineer, cored holes shall be located approximately six inches inside the reinforcement and shall not damage the shaft reinforcement. Descriptions of inclusions and voids in cored holes shall be logged and a copy of the log shall be submitted to the Engineer. Findings from cored holes shall be preserved, identified as to location, and made available for inspection by the Engineer. The Contractor shall submit the results and analysis of the crosshole sonic log testing for each shaft tested to the Engineer for approval. The Engineer will determine final acceptance of each shaft, based on the crosshole sonic log test results and analysis for the tested shafts, and will provide a response to the Contractor within three working days after receiving the test results and analysis submittal. The Contractor shall not place concrete in subsequent shaft excavations until receiving the Engineer's approval and acceptance of the first shaft, based on the results and analysis of the crosshole sonic log testing for the first shaft. The Engineer may require that additional shafts be tested. If the testing of the additional shaft(s) indicates the presence of a defect(s) in the additional shaft(s), the testing costs and the delay costs resulting from the additional testing shall be borne by the Contractor. If this additional testing indicates that the shaft has no defect, the testing costs and the delay costs resulting from the additional testing will be paid by the Owner in accordance with Section 1- 05.6, and if the shaft construction is on the critical path of the Contractor's schedule, a time extension equal to the delay created by the additional testing will be granted in accordance with Section 1-08.8. For all shafts determined to be unacceptable, the Contractor shall submit a plan for remedial action to the Engineer for approval. All modifications to the dimensions of the shafts, as Oakesdale Avenue SW Extension ADDENDUM NO. 2 TIB(TIA) Project No. 9P-102(002)-I January 9, 1998 Page 8 of 13 shown in the Plans, required by the remedial action plan shall be supported by calculations and working drawings as specified in Section 6-01.9. All remedial correction procedures and designs shall be submitted to the Engineer for approval. The Contractor shall not begin re- pair operations until receiving the Engineer's approval of the remedial action plan. If the Engineer determines that the concrete placed under slurry for a given shaft is structur- ally inadequate, then that shaft will be rejected and the placement of concrete under slurry shall be suspended until the Contractor submits written changes to the methods of shaft con- struction needed to prevent future structurally inadequate shafts to the Engineer for approval, and receives the Engineer's approval of the submittal. At the Engineer's direction, a corehole shall be drilled in any questionable quality shaft(as determined from crosshole sonic log testing and analysis or by observation of the Engineer) to explore the shaft condition. Prior to beginning coring, the Contractor shall submit the method and equipment used to drill and remove cores from shaft concrete to the Engineer for approval. The coring method and equipment shall provide for complete core recovery and shall minimize abrasion and erosion of the core. If a defect is confirmed, the Contractor shall pay for all coring costs. If no defect is encoun- tered, the Owner will pay for all coring costs in accordance with Section 1-05.6, and if the shaft construction is on the critical path of the Contractor's schedule, compensation for the delay will be granted by an appropriate time extension in accordance with Section 1-08.8. Materials and work necessary, including engineering analysis and redesign to effect correc- tions for shaft defects shall be furnished to the Engineer's satisfaction at no additional cost to the Owner. All access tubes and cored holes shall be dewatered and filled with grout after tests are com- pleted. The access tubes and cored holes shall be filled using grout tubes that extend to the bottom of the tube or hole or into the grout already placed. Section 6-13.4 (Page 36): The following paragraph is added: Crosshole Sonic Log Testing will be measured as one unit per shaft tested. Section 6-13.5 (Page 36): The following bid item is added: "Crosshole Sonic Log Testing",per each Section 6-13.5 (Page 36): The following paragraph is added: The unit contract price per each for"Crosshole Sonic Log Testing" shall be full compensa- tion for all material labor tools, and equipment required to complete the work as specified. The furnishing and installation of the crosshole sonic log access tubes shall be incidental to the construction of the drilled shafts, and no additional payment will be made. Section 8-20.3(4) (Page 52): Replace the revised Table 1 of the Renton Standards with the follow- ing:: Oakesdale Avenue SW Extension ADDENDUM NO.2 TIB(TIA)Project No.9P-102(002)-1 January 9, 1998 Page 9 of 13 Type of Device Dimensions Street Light Pole See Plans Signal Pole up to 40' mast arm See Plans Signal Controller See Detail Sheet Street Light Control Cabinet See Detail Sheet Special Base See Detail Sheet Section 8-31.2 Materials (page 60): In the paragraph that begins"Where shown on the drawings, . . .", replace the third sentence with the following: The upstream LWD shall be minimum 15 feet in length. The downstream LWD shall be a minimum of 35 feet in length. The length is as measured from the root crown. In the paragraph that begins "Live Stakes shall be of the species . . .", delete "and % in. dia. for Willow". In the paragraph that begins "Live Stakes shall be taken . . .", delete the second sentence. Add the following paragraphs: Coir Fabric shall be made from 100 percent biodegradable coconut fiber strands (coir) uni- formly twisted and woven into a flexible fabric. The minimum weight of the fabric shall be 26 ounces per square yard as determined by ASTM D3776. The open area shall be 39% maximum. The tensile strength(wet) shall be 122/39 pounds per inch, the elongation (wet) shall be 82%x 49%. Ecology Blocks shall be minimum 2 feet x 2 feet x 6 feet in dimension with minimum 1/2" diameter rebar pick point. Wire Rope shall be minimum 1/2" and conform to the requirements of Section 9.16-4(3). Section 8.31.3(1) Large Woody Debris (page 61): Replace the second paragraph with the following: Channel and stream bank excavation for LWD shall be at specific locations and elevations as shown on the Plans or as directed in the field by the Engineer. Any over-excavation shall be replaced and compacted. LWD stems shall be buried as shown on the Plans. Light, loose riprap shall be placed to protect the bank around the LWD as shown on the Plans. Secure each LWD stem with 2-to-3 man rocks mechanically wedged into the soil against the stem, using a minimum of four rocks along its length. Branches on portions of the LWD to be buried shall be removed to within one foot of the stem. Hand placed riprap is to be used in- stead of willow shrubs and coir fabric where called for on Drawing EC3. Coir fabric shall be anchored as shown on the Plans and in accordance with the requirements of Section 8- 01.3(8). The exposed rebar on the Ecology Block shall be galvanized after placement and prior to backfilling. Any damages to the galvanizing on the wire rope shall be repaired prior to backfilling. Paint shall conform to the requirements of Section 9-08. Oakesdale Avenue SW Extension ADDENDUM NO. 2 TB(T1A) Project No. 9P-102(002)-1 January 9, 1998 Page 10 of 13 Section 8.31.4 Measurement (page 61): Replace the first paragraph with the following: Large Woody Debris shall be measured per each installed completed in place including ex- cavation, riprap, backfill including anchor rock, Ecology block, coir fabric, live willow shrubs, and wire rope. Section 8-32.3(3) Excavation (page 63): The second paragraph, beginning with"All con- structed...", shall be replaced with the following: All constructed wetland areas shall be excavated a minimum of two (2) feet below existing grade to remove soil containing unwanted propagules. Areas of excavation in excess of two (2) feet shall be excavated an additional three (3) inches to accommodate soil amendment. Excess excavated material shall be disposed of in accordance with Section 2-03.3(7) of the Standard Specifications and the note on Sheet 36 of 96, Dwg D2. In the second to last paragraph in this section, beginning with"Excavation...", (Page 64), the phrase "controlled density fill (CDF) should be replaced with the phrase"lean concrete". Section 8-32.4 Measurement(page 65): The first paragraph in this Section shall be supplemented with the following: The approximate quantity listed in the schedule of prices for Mitigation Wetland Excavation, including Haul includes the over-excavation requirements outlined in Section 8-32.3(3) of the Special Provisions. In the second to last paragraph in Section 8-32.4 the phrase"Controlled density fill (CDF)" shall be replaced with the phrase"Lean concrete". APPENDIX B - HYDRAULIC PROJECT APPROVAL: A letter from the State Department of Fish and Wildlife is attached, containing a draft of provisions that may appear on the HPA. Bidders should assume for the purpose of bidding that the conditions listed will apply when the actual HPA is issued. The attachment consists of 3 pages. APPENDIX E - STANDARD PLANS: Project Sign Detail: Modify Note 2 to read as follows: "2. Letter Types: The letter type shall be solid Helvetica Medium, except for the logos. All letters and numbers shall be black. The City will provide full-size decals of the City of Renton logo and will provide electronic files for the graphic images of the Boeing and T.I.B. logos for use by the sign fabricator." Oakesdale Avenue SW Extension ADDENDUM NO. 2 TIB(TIA)Project No.9P-102(002)-1 January 9, 1998 Page 1 I of 13 CONTRACT PLANS: Information on the following plans has been revised as described below. Bidders should note these changes on their copies of the plans: Sheet 1/96 Cover Sheet: The drawing index is supplemented with the following: IRRIGATION MODIFICATION PLANS DWG NO. IRl - IR3 SHEET NO. 97 - 99 Sheet 2/96 Dwg No. Al Summary of Quantities: Revise the Item numbers, specification references and quantities to conform with the revised Schedule of Prices Sheet 3/96 Dwg No. A2 Summary of Quantities: Revise the Item numbers, specification references and quantities to conform with the revised Schedule of Prices Sheet 45/96 Dwg No. D11 Drainage Details: Detail G, CB Type 2 - STA 30+09.0, has been revised. A copy of the revised the Detail G is attached. Sheet 68/96 Dwg No. S13 In the detail "Typical Intermediate Diaphragm" a metal rail is shown mounted on top of the concrete pedestrian barrier. This is incorrect; the barrier arrangement is correctly shown on Dwg No. S 15 (Sheet 70/96). Sheet 79/96 Dwg No. E7 Conduit on the bridge is revised from PVC Schedule 40 to RGS. This applies to conduit at the following locations: CONDUIT APPROXIMATE RUN NO. LOCATION 2 STATION 48+20 TO STATION 49+69(EAST SIDE) 2 STATION 48+58 TO STATION 50+32(WEST SIDE) 4 STATION 48+58 TO STATION 50+32(WEST SIDE) 11 STATION 48+58 TO STATION 50+32(WEST SIDE) Sheet 96/96 Dwg No. W5 This drawing, as revised by Addendum No.1, is further revised as follows: Detail 6 : Replace all references to "CDF" in the drawings and notes with the phrase "Lean Concrete". Detail 6: Replace the first sentence of Note 1 with the following: LEAN CONCRETE MIX DESIGN AND PLACEMENT SHALL MEET THE REQUIREMENTS OF STANDARD SPECIFICATION SECTION 2- 09.3(1)E FOR CDF, WITH THE FOLLOWING EXCEPTIONS: Detail 6, Note 2 (Addendum No. 1): The cover threshold shall be revised to 36 inches. Oakesdale Avenue SW Extension ADDENDUM NO. 2 TB (TIA) Project No. 9P-102(002)-1 January 9, 1998 Page 12 of 13 Detail 6: Add the following Notes: 4. UPLAND SEEDING AND SOIL AMENDMENT AS NOTED ON DWG W3 SHALL BE PROVIDED OVER THE LEVEL SPREADER. 5. THE LENGTH OF THE LEAN CONCRETE BACKFILL SHALL BE 25 FEET, CENTERED ON THE LEVEL SPREADER. The following General Notes apply to the Contract Plans: THE NUMBER OF CONTRACT PLANS HAS BEEN INCREASED TO 99 SHEETS TO AC- COMMODATE THE IRRIGATION MODIFICATION PLANS IR 1 THROUGH IR 3 The following plans have been revised and is reissued as Revision 1. Copies are attached to this Addendum (10 sheets total):: Sheet No. Drawing No. Drawing Title 34/96 SG12 Springbrook Creek Streambank Improvements 37/96 D3 Drainage Plan and Profile 42/96 D8 Drainage Plan and Profile 43/96 D9 Drainage Plan and Profile 80/96 E8 Signal Plan 81/96 E9 Signal Plan 82/96 E10 Wiring Diagram 94/96 W3 South Wetlands Planting 95/96 W4 North Wetlands Planting 96/96 W5 Wetlands Planting Details The following plans have been added. Copies are attached to this Addendum (3 sheets total): Sheet No. Drawing Title IR 1 through IR 3 Irrigation Modification Plans (3 sheets) Bidders are advised to remove the original superseded plans and replace them with the new pages attached. ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT Issued January 9, 1998 THE CITY OF RENTON b*. C�- Lin Wilson, P.E. Transportation Design Supervisor Oakesdale Avenue SW Extension ADDENDUM NO.2 TIB(TIA)Project No. 9P-102(002)-1 January 9, 1998 Page 13 of 13 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A- ROADWAY (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A 10 610 LF Remove Paint Stripe 8-22 per LF All 7 EA Remove Painted Traffic 8-22 Arrow per EA A 12 1.0 HUND. Remove Raised Pavement 2-02 Marker SP per HUND. A13 LS Relocate Irrigation System 1-07.17 SP per LS A14 LS Utility Relocations 1-07.17 and Protection RC/SP per LS A15 7,564 CY Roadway Excavation, 2-03 including Haul RC/SP per CY A16 640 CY Channel Excavation, 2-10 including Haul per CY A 17 10,674 CY Water Quality Pond 2-03 Excavation,including Haul SP per CY A18 20,500 CY Mitigation Wetland Excavation, 8-32 including Haul SP per CY A19 100 CY Unsuitable Foundation Excavation 2-03 including Haul RC per CY A - 2 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A -ROADWAY (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A20 280 TON Quarry Spalls 8-15 per TON A21 29,325 TON Gravel Borrow,including 2-03 Haul RC/SP per TON A22 1,299 CY Structure Excavation Class A, 2-09.3(3) including Haul per CY A23 LS Shoring or Extra Excavation 2-09 Class A SP per LS A24 990 SF Shoring or Extra Excavation 2-09 Class B per SF A25 201 CY Gravel Backfill for Abutment 2-09 Wall SP per CY A26 1,254 TON Gravel Backfill for Trench 2-09 SP per TON A27 3,171 TON Gravel Backfill for Modular 2-09 Block Wall SP per TON A28 58 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe-8 inch diameter per LF A29 1,705 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe- 12 inch diameter per LF A- 3 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A30 234 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe- 18 inch diameter per LF A31 1,047 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe-24 inch diameter per LF A32 811 LF Ductile Iron Storm Sewer Pipe- 7-04 12 inch diameter SP per LF A33 396 LF Ductile Iron Storm Sewer Pipe- 7-04 18 inch diameter SP per LF A34 145 LF Ductile Iron Storm Sewer Pipe- 7-04 24 inch diameter SP per LF A35 9 EA Adjust Catch Basin 7-05.3(1) RC per EA A36 4 EA Connection to Existing Pipe 7-05.3(3) RC per EA A37 4 EA Connection to Existing Catch Basin RC per EA A38 3 EA Concrete Inlet 7-05 per EA A39 29 EA Catch Basin-Type 1 7-OS per EA A-4 1/9/98 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY(Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A40 9 EA Catch Basin-Type 2- 7-05 48 inch diameter per EA A41 2 EA Catch Basin-Type 2- 7-OS 72 in.dia.w/Baffle SP per EA A42 Not Used $0.00 A43 1 EA Debris Barrier 2- 7-04 24 inch diameter SP per EA A44 10 EA Cap Pipe End 7-04 SP per EA A45 9 EA Stake Pipe End 7-04 SP per EA A46 LS Water Quality Ponds 7-05 SP per LS A47 LS Water Quality Vault 7-05 SP per LS A48 488 CY Soil Excavation for Shaft 6-13 including Haul-6 ft.dia. SP per CY A49 FA Removal of Shaft Obstruction 6-13 SP $Five thousand $5,000.00 per FA A- 5 1/9/98 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Plan ningBuilding/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A50 137,939 LB Steel Reinforcing Bar 6-02.5 SP per LB A51 488 CY Concrete Class 4000W for 6-02 Shaft SP per CY A52 311 CY Concrete Class 4000 for 6-02 Bridge SP per CY A53 LS Superstructure 6-02 Springbrook Creek Bridge SP per LS A54 1 CALC. Deficient Strength Concrete Price Adjustment Amount entered for $0.00 per CALC. bid purposes A55 1 CALC. Slump and Air 6-02.3(5) Price Adjustment Amount entered for $0.00 per CALC. bid purposes A56 301 LF Pedestrian Barrier 6-10 SP per LF A57 5,386 SF Modular Block Wall 8-28 SP per SF A58 777 LF Handrail 6-06 SP per LF A59 777 LF Railing Seat 6-10 SP per LF A - 6 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY(Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A60 4,581 TON Crushed Surfacing 4-04 Top Course per TON A61 100 SY Planing Bituminous 5-04.3(14) Pavement per SY A62 2,658 TON Asphalt Concrete Pavement 5-04 Class A SP per TON A63 7,690 TON Asphalt Concrete Pavement 5-04 Class E per TON A64 137 CY Concrete Class 4000 for 5-05.3(19) Bridge Approach Slab SP per CY A65 66 EA Bridge Approach Slab 5-05.3(19) Anchor SP per EA A66 24,244 LB Steel Reinforcing Bar 5-05.3(19) for Bridge Approach Slab SP per LB A67 10,314 LB Epoxy-Coated Steel Rein£ 5-05.3(19) Bar for Bridge Approach Slab SP per LB A68 FA Temporary Water Pollution/ 1-07.15 Erosion Control RC/SP $Three thousand,five hundred $3,500.00 per FA A69 5,458 LF Construction Geotextile for 2-12 Temporary Silt Fence SP per LF A- 7 1/9/98 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A-ROADWAY (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A70 673 SY Construction Geotextile for 2-12 Soil Stabilization SP per SY A71 0.50 AC Mulching SP per AC A72 335 SY Clear Plastic Cover SP per SY A73 2 EA Stabilized Construction 8-01.3(12) Entrance SP per EA A74 20 EA Storm Drain Inlet Protection 8-01.3(13) SP per EA A75 376 CY Hand Placed Riprap 8-15 SP per CY A76 LS Path Modifications 8-30 SP per LS A77 0.89 AC Roadway-Related Seeding 8-01.3(4) SP per AC A78 1.70 AC Future-Roadway Seeding 8-01.3(4) SP per AC A79 1.48 AC Upland Seeding 8-01.3(4) SP per AC A- 8 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A- ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A80 2.37 AC Constructed-Wetland 8-01.3(4) Seeding SP per AC A81 6.85 AC Liming 8-01.3(4)C SP per AC A82 1,316 EA PSIPE Trees 8-02.3 SP per EA A83 1,797 EA PSIPE Shrubs 8-02.3 SP per EA A84 3,600 EA PSIPE Emergents 8-02.3 SP per EA A85 1,500 SY Wildlife Fabric 8-32 SP per SY A86 2 EA Snags 8-32 SP per EA A87 8 EA Downed Logs 8-32 SP per EA A88 89,200 SF Temporary Irrigation 8-32 (Mitigation Wetland) SP per SF A89 4,707 LF Cement Concrete Barrier 8-04 Curb and Gutter SP per LF A- 9 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A -ROADWAY(Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A90 213 LF Cement Concrete Barrier 8-04 Curb SP per LF A91 158 LF Type A Block Traffic 8-07 Curb per LF A92 3,872 SY Cement Concrete Sidewalk 8-14 RC/SP per SY A93 5,415 LF Paint Stripe 8-22 RC per LF A94 420 LF Plastic Crosswalk 8-22 Stripe RC per LF A95 165 LF Plastic Stop Bar 8-22 RC per LF A96 50 EA Plastic Traffic Arrow 8-22 RC per EA A97 2 EA Painted Preferential Lane 8-22 Symbol RC/SP per EA A98 6,000 EA Raised Pavement Marker- 8-09 Type 1 RC per EA A99 570 EA Raised Pavement Marker- 8-09 Type 2 RC per EA A- 10 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE A- ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A100 LS Permanent Signing 8-21 per LS A101 LS Illumination System, 8-20 Complete RC/SP per LS A102 LS Traffic Signal System 8420 Complete RC/SP per LS A 103 LS Interconnect,Complete 8-20 RC/SP per LS A104 LS Traffic Control 1-10 RC/SP per LS A105 LS Contractor Supplied 1-OS Surveying RC per LS A 106 6 EA Monument Case and Cover 8-13 RC per EA A107 LS Settlement Instrumentation 8-33 SP per LS A108 4 EA Crosshole Sonic Log Testing 6-13 per EA TOTAL-SCHEDULE A: $ A- 11 1/9/98 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES (Note: Unit prices for all items, all extensions, and total amount of bid must be shown. All entries must be written or entered in ink. Show unit price in both words and figures and where conflict occurs, the written or typed words shall prevail.) Key: RC=Item for which there is a City of Renton Supplemental Specification SP=Item for which there is a Special Provision SCHEDULE C - SANITARY SEWER STUBS ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS CI LS Mobilization 1-09.7 per LS C2 90 CY Removal and Replacement 7-17 of Unsuitable Fill Material per CY C3 LS Utility Relocations 1-07.17 and Protection RC/SP per LS C4 135 LF Ductile Iron Sewer Pipe- 7-17 12 inch diameter per LF C5 2 EA Manhole 7-05 48 inch dia. per EA C6 9 LF Manhole Additional Height 7-05 48 inch diameter per LF C7 LS Trench Safety System 2-09 SP per LS C8 LS Dewatering 7-08.3(1)A SP per LS C9 517 TON Gravel Backfill for Trench 2-09 SP per TON C - 1 1/9/98 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE C - SANITARY SEWER STUBS (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS CIO LS Television Inspection 7-17 RC per LS C11 LS Contractor Supplied 1-05 Surveying RC per LS SUBTOTAL-SCHEDULE C: $ 8.6%Sales Tax: $ TOTAL-SCHEDULE C: $ C - 2 1/9/98 x � � o N 24"0 LCPE 24"0 LCPE ASPHALT LOCKING OPEN CURB FACE FRAME AND GRATE ABANDONED UGT PLAN CB TYPE 2 - STA 30+09. 0 33. 5' LT. G SCALE: 1"_4' D 3 REVISED DETAIL - DRAWING D11, 45/96 1/9/98 J HN—b7—'yti F K 1 1. - i n I ut r 1 JnuV A A � 4 +tif>'!e�anti State of Washington DEPARTMENT OF FISH AND WILDLIFE Mailing Address F.Oo capitol Way N-Olympia,WA 98501-1091 •(360)902 2200,TDD(360)902-2207 Main Office Location: Natural resources Building• 1111 Washington Street SE•Olympia,WA January 9, 1998 Mr - Bryce ECkI('i1) Kato and War r r.n 2003 Western Avenue Seattle, Washi.rlyt_011 d8121 SUBJECT: DRAFT HYDRAULIC POJECT PROVISIONS FOR OAKSDALE BRIDGE AND CHANNEL WORK ON SPR T N(,'RROOK CREEK TRIBUTARY TO BLACK RIVER. Dear Mr . Eckiien :: Attached are tht, pr ov . ; i on-> that may aPP--t r oil the HPA for this project -There i ., -3 po.w' ihily that they may change and final. approval of the provi,., I I wi )ntl it(, HPA is done by Olympia Staff . If you have any quest ins please call me at: ( 425 ) 391 -4365 . Sincerely, Philip Schneider Habitat Fiioloyiut. cc: Scott W<�odbilry Ted Mul l F z- WDF PostAt'Fax Note 7671 oats ► `y' r» an w► From Go 11)1go, F'honT A Phunu# r I D r 4 i{1 a� �� I-- Fax# -- i HN-by-"jtS t K 1 l: r,:60o 1. ADDITIONAL. TIMTN(' 1MITATIONS: Work bo1ow the ordinary high water line iAial l ,)nl y occur between .Tune 15, 1998 and October 15, 1998 _ Rnvrclr•t-at ri per Provision 12 !-,hall he completed no later than May 1 . 1999 .+nd Shall be monit orr%d through October 1.5, 2002 . 2. NOTIFICATION REQUIREMENT: The permit.t.ee or contractor shall notify the Area Habitat Biologist listed below, by fax at ( 425) 391-658:3, of the project start date _ Notification shall be received ny t-he Area habitat Biologist. at least three working days Prior tc: ti,. start of construct. ion activities _ The not ificot ion 5h• s include the perm it.tee Is name, project location, :,t art-ii-i (late for work, and the control number fox this Hydraul ,.c- i r oiect Approval . 3 . Work shall ht� a(. c-omplished per planr. .ind specifications entitled, 11 uoted --, and submitted to Washington Department of Fish a(id W11('} fe, except as modsti.ed by this Hydraulic Project Approva These plans reflect. design criteria per Chapter 0 110 '.,/A('. A copy of theme plans shall be available on site (ir,r i ng , ... At-ruction. 4. Excavation for .trxd placement of the foundation and superstrt;c•' r rc° ;' . ' 1. be outside the = rdin:cr,y high water line . 5. The bzid(p. :-,truu, :ro shall be placed in a manner to minimize damage t r) t fit- ;t imbed and banks . 6_ The bricicle Thal > constructed to t-he 100-year peak flow with con:: i(lorati of debris likely to be encountered. 7 _ Wastewater i r(,((r t::.oject activities rims Crater removed from within the work 3rv,i shz r 1 he routed to an ,ir.ea landward of the ordinary li -Lgh wat.-�.c line to allow removal of fine sediment and other cozrt.:imiriant_. prior to being d i:,(.harged to state waters _ 8. Structurr� onta - : inc1 concrete shall be sufficiently cured prior to contact wi t t( !;ir.�or to avoid leaching. Fresh concrete shall not be a t i owed t ..ome into contact: with state waters . 9 . Abutments , pier ,_ diLing, sills, approach fills, etc_ , shall not constrict. thf, f l -uw and cause any appreciable increase (not to exceed 0 . 2 feet. ; i( backwater elevation (calculated at the 100-, year floods or cliannel--wide scour, and shall be aligned to cause the least eifec_t „ the hydraulics of the stream. .•. J I-NV—YJ7— 7t7 I K 1 l r . i •- . .n ..� u..�.. ..,-. ._ .._._..._.._. ._. .._. 10. Bank sloping sha1i he accomplished in a manner that avoids release of overhurdf�n material into the water . Overburden material resultinq from the project -,-hall be deposited so it will not reenter the water . 11. The work area -shall. be isolated from the wetted perimeter by sandbags or simila) mechanism as needed to prevent sediments from entering the -it ream. 12 . Alteration or (iist ,)rbance of the bank and bank vegetation shall be limited to thdL necessary to construct the project . Within seven calendar dayF, of project completion, all. disturbed areas shall be pxutecLed from erosion using vegetation or other means . Within one year ()¢ project completion, the banks shall be revegetated with native or other approved woody species . Vegetative cutting,-. .hall be planted at- a maximum interval of three feet (on dent-.Pr ) and maintained os necessary for three years to en-sure 80 percent survival . 13 . Fish habitat compoi!t-tits such as logs, ::tamps, and/or large boulders are reyui reel as part of the hank protection project to mitigate px.Ojf-ct impacts . These fish habitat components shall be instal.le(l Lo withs,tand 100--year peak flows _ 14 . The fish habitat i ( cl ;tructures shall h(- of fir, cedar, or other approved species . 15. The fish hale i t:at :>i r uc.tures shall be placed so that they are within the low f t ()r: channel . 16 . Erosion coati t) l met.`io)cls shall be used to prevent silt-laden water from entericiy the stream. These may include, but are not limited to, Ott r.aw t,;ties, filter fabric, temporary sediment ponds, check dams of pea gravel-filled burlap bags or other material, .And/or immediate mulching of (dxposed areas . 17 . All waste m.cter ial :;uch as construction debris, silt, excess dirt or overburden resulting from thi•;; project shall be deposited above tilt- limits of flood water in an approved upland disposal site . 18 _ If high flow c_()cid „ i ()ns that may cause _, i ltation are encountered during thix prt) ie, work shall stop until the flow subsides . 19 . Extreme care, !,ha i J :)e taken to ensure that no petroleum products, hydraulic tluld, fresh cement., sediments, sediment- laden wactt-r , or any other toxic or deleterious materials aye allc)w"(i to enter or leach Into the stream_ OAKESDALE AVE. SW EXTENSION-PHASE 1A DwG n1o. S G 1 2 NOTE: SPRINGBROOK CREEK SHEET S H A P I R 0 CONTRACTOR SHALL RESTORE VEGETATION IN THIS S T R EA M BA N K IMPROVEMENTS 34 of 96 k ASSOCIATES, INC. AREA INCIDENTAL WITH GRADING. TEMPORARILY RELOCATE cn - AND REPLANT AT FINISH GRADE OR REPLACE EXISTING TREES,SHRUBS AND GROUNDC.OVER.THIS AREA UAT14 E zo \ SAME SIZE/SPEGIES/LOGATION XLLJ W !a: w� o �' 3 0.' o`p o �' , p ►' w� m Y 47+0 y' ry Q.b 6 670+00 LWD �➢ ��` 1+00671+15 g • 7i � Z Q 0 ��K d s�.� d © 5 Roy LIUD bz Q Q eSDAL e A t 6 +�� F GREED I� o f cn w Ve S g 6 m Of Y Q 48+0 _ 4 4 I� UO 3a TM RI T E � .�z a INSTALL'ORGMIA CREEPER AT 4 FEET 3 ON CENTER AT BASE OF WALL DGf LWO / W a'a ALONG ENTIRE LENGTH +00 U Qr' sE E / i x 2 / INSTALL LI DOGWOOD STAKES S 1+0 0 pq yl `� L p / WITHIN AT 2 FEET ON CENTER KES))gLE 52+00 Al OHW LINE BOTH SIDES �� SF{D�STC '� •/ x°° i./ V% f . z � LIMITS OF 0 $ �'� CLEARING ° < LEGENDPLANT SCHEDULE SYht SCIENTIFIC NAME COMMON NAME TYPE SPACING SIZE QUANT. m m �m sm' am CONTOUR ?:^RDINARY HIGH CORNUS NUTTALLII WESTERN DOGWOOD T SHOWN 4' 16 SPRING5ROOK CREEK SITE PLAN J (AP HEL MALUS FUSCA WESTERN CRABAPPLE T SHOWN 4' 46 SCALE: I"•2m' IAPPROX EL.4) oNOi2T{I FRO�POSED THWJA PLICATA WESTERN RED CEDAR T SHOUA•1 4' 13 U CORNUS SERICEA REDTWIG DOGWOOD S VOL. 18 M. 115 CORNUS SERICEA REDTWIG DOGWOOD LS 18'OL. 18 M. 216 LARGE ECT DEERIB ROSA N001KANA NOOTKA ROSE S 3'O.C. 18 IN. 1,410 (PER AIN A 3'aTKCO1 ~aD' + SALIX SITCI�NSIS SITKA WALLOW S T OL. IS M. 141 a AT DO F EACH tout R ~ PARTHENOCISSUS QUINQUEFOLIA VIRGMIA GREEF'ER V 4'OL. I GAL. 13 AT Erm of Eaw LLD wttmm salaam ECOLOGY BLOCK PLACED a COIR cc n rouc,� //� Mk00VER TRr Anon CON F swc + UPLAND SEED MIX o `" EL D ONLY w�ROPE LWO-ABOVE C4ROLND ABB�VIATIONS: AREA TO BE LOY£RED �� IRAF?1 Y6 EACH um-4 D GEED MIX PORTIONS WALL BE AT � I �= AND PLANTED WITH �y�' „CDR FAMC LTG arm�a>� GRADE Oz BELCW OWW CTIUTAN�T.-'QUANTITY,OLLION CENTER,GAL-GALLON I)SEE SHEET PLANTMG DETAIL AT ECOLQ3Y BLOCK EXISTRG GRADE(APPRM0 ULLau RRADUS ti �� �; / ��\ M-MGI$S 2)REFER TO SHEET Er Luo PLA }EM Al% jj� 3 I J_ - -. -- --- ---a 9--- FOR EROSION CONTROL MATERIALS. Lo[�tt Pour / �({a I 3)MAINTAIN MIN.8'DISTANCE FOR � Ell I I °�(EL 41 TT�E S AND OF TRAILANCE FOR SHRUBS I I I I --- - --- rToe LWD OHW-ELAD 1 I MAY BE I)UPSTREAM LOG M 4 ,, - 15 MIN.IN LENGTH Z ,,,,,, ,, „ ,,, ..., „a ssssssssi: PLACEMENT ... I - w STAT ION TION OFFSET wlMri Ia'cF LIClIr RiFSiaP I I�I I I 666+55 LEFT •,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,, ,,,,,, 1 ,,,,,,,,,,,,,,,,,, 2)ECOLOGY BLOCKS, 2 661.45 LEFT -"- ' GOIR FABRIC,LIVE WILLOW 3 6614W RIGHT ......, SHRUBS,WIRE ROPE AND 4 66840 LEFT RIPRAP ARE INCIDENTAL 5 669400 LEFT STATE a LARGE WOODY DEBRIS TO LARGE WOODY DEBRIS 6 66950 LEFT Rm L INSTALLATION. l 610�00 LEFT ARGE WOODY DEBRIS DETAIL 2 SECTION , c� i NOT TO SCALE CEFiK1 W.47* NOT TO SCALE iNG M ,O1 OAKESDALE AVE. SW EXTENSION-PHASE 1A D O D3 z RCP GUT NE. DRAINAGE PLAN AND PROFILE SHEET sz 12 LCPE o 1.961L Q j oo.s, 4s.3' LT. uTY CROSSING STA. 25+10 TO STA. 30+80 37 OF 96 I TCH FL 15.44 Qj LIMITED CLEARANCE 3 j In 6'PK NNE ON TO EX. CATCH BASIN BACKFILL TRENCH WITH CDF TO / 4 R MOVE STORM SEWER TO CROWN ELIEV. OF STORM PIPE, iREMOVE F Z EAST GROUT HOLE IN CB F F F REMOVE 78LF 12"0 RCP TO E e O� I.E. F F F ABOVE CROSSING LOCATION. 1 11 12 .3 IRR D N w p R RT REMOVE 27LF 12"0 RCP TO W J 3 O O 6 MPE IP G Ror EUNCTIGNlNG) O w r7 + 1 6 PVC q TYPE wV. „ny,Y R(�,N w. 00 11) CB TYPE 2 MET \1 LOB E RGAp STA 26+95 31.6 LT. A-2 o ucr + 3 ¢ CAI rK STA 25+50, 31 W I. r3 ,,.6 O N In Q J. o O COB&E ROAD �' STA 30+09.0, 33.5 LT. 1 ti LJ= Z CD Qi GRUBBED W STUMPS __ f _ _. fT W~ g p U� 1 O PRIVATE w R E P N � NQ6`f8'36'bU-P P 28+00 a O 1 30+00 E-� n Q + W n' \ W PMVA,E w + n P J W w 3 Un Z s +9s 13.6' RT. STA 28t40, 13.5' RT. P Cd Q N z N t -s --CAP PIPE END C4 9 a 1 a t to I ."[.1 N 2� ,4,n PHASE 18 (N.I.C.) I H S S�32 S- I'MEMO 55 S- Y J 6 SS�R+ STA 26+95, 32.5' Rt. STA 28+40, 32.5' RT. STA 29+8Q Q RW- '4 75 CB TYPE 1 I CB TYPE 1 FU- N 5 s s RIM 16.81 RIM 17.25 I Q a �Tw� VEGETATION AREA T IN 1a Ot STA 25+55.0. 32.5' RT. O6 BOLLARDS 4 T ( ) 11 STA 30+09.8, 55.8' LT, i Q CB TYPE 1 W/ STD. LOCKING INLET 2-FIXED, 2-REMOVABLE �"Z RIM 16.05 60" O.C. CONNECTION TO EX. PIPE Q Q o E 1 �R CB TYPE 1 W/ STD. LOCKING INLET STA 30+06.7, 50.0' RT. I.E. (OUT) E 12.95 as 1 `•?S• QOQ m 7 NOT USED Q SET RIM 0.2' BELOW EX. GRADE (-13.8) PLUG EX. PIPE Z nw < v 1OLF 12"0 LCPE O 7.50% Q 1 I.E. �IN� S -11.9 �" c ` 1 I.E. IN N - 1.9 E-W as I 3 I F 2 STA 25+50, 41.0' RT. O8 NOT USED•� y M o 1 U ��2 USH SURF G TOP CB TYPE 2, 72"0 W/ BAFFLE I.E. (IN) W TO MATCH EX. (r1 1.9) D o •P tea. • COURSE " DEP RY ®WOMT "Er BOTH RIMS 16.70 (LOCKING MH) I.E. (OUT) E TO MATCH EX. (-11.9) m E •••••••• ••'• ,, 22LF 12"0 DI O 0.273% .I SPA4LS C S I.E. ��N� NW 12.20 E E ®Mav,n; wa I.E. N W 11.20 ••••••• ••• I.E. OUT) E 9.98 12 STA 30+35.4. •�2=_J. �• ............... .. a. 38LF 24"0 LCPE O 1.26% - ,FIELD..fVE RV. Wo 66 :a R�OU E. CONNECTION TO EX. PIPE ` RV- ,.s. ,7 ----------.---__- ( Par ANo ANOfORO STA 25+50.0, 79.4' RT. CB TYPE 1 W/ $TD. LOCKIt , INLET PIPE END W/ DEBRIS RIM TO MATCH EX. GRADE (-14.4) 1 ' I.E. IN NW TO MATCH EX. BARRIER 2, 24" 0 O9 STA 29+85. 16.2' RT, ) ` I.E. 9.50 CAP AND STAKE PIPE END I.E. OUT) S TO MATCH EX. BERM TOP W ` QUARRY SPALL PAD I.E. 13.81 -26LF 8"0 LCPE W PLACE SANW D OU AU s L=13', W=8', D=1' 10 -STA 29+81.9, •••55.5' LT. v w v v v v 1 1N DOTTE AR6AS ONLY. 4O STA 25+50.2. 96.9' RT. FIELD VERIFY (BELO DEAD STORAGE ` y RAMP TOE O CONNECTION TO EX. PIPE EL. 7.50 CB TYPE 1 W/ STD. LOCKING INLET Z. �REGRADE PER DWG W2 RIM TO MATCH EX. GRADE (-14.1) s $,K�IATURES ♦ 5 STA. 25+87.6, 45.0 RT. E. IN SW TO MATCH EX. ` ` msEµs y i W y y W \.` O RAMP TOP O CL I.E. OUT) N TO MATCH EX. REFER d EL. 16.54 y �S„Aw* -28LF 8"0 LCPE `DECEMBER.,1 997 t ...... .. .... ... ...... ......... . . . o_ .. .. .... _ - .. .. ... .. --- --- ..... ........ ... ... ... .. -. ... -.... .. --.. _:::_: _: _ .......... ................... . ....... . .. . ... .......... .... _..-.. .. .... ..- .... ... .- -.. ..-. - -. ..... - N•. .. ..... .... ..- . 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SW EXTENSION-PHASE 1A DWG NO. WETLANDS PLANTING DETAILS W5 SHEET S HAPIRO 96 OF 96 k ASSOCIATES, INC. cn PLANT SCHEDULE Z= DETAIL NOTES: O(D U) SYM. SCIENTIFIC NAME COMMON NAME TYPE SPACING: SIZE =ANT. TREES AND SHRUBS SHALL BE FERTILIZED. PLANT PIT DIMENSIONS ARE TYPICAL AND REPRESENT w Lf)3 Q UPLAND BUFFERS ALL AL AND SO TOPS ARE LEVEL WITH x ACER CIRCINATUM VINE MAPLE T 10,O.G. 3'-4' ll FINISH GRADE. w O CD PINUS GGNTORTA SHORE PINE T 10'OG. 3'-4' r: PF4M ALL DEAD AND BROKEN LIMBS AND ROOTS. Q 3:F C7 P5EUDOTSUGA MENZIE511 DOUGLAS FIR T 10'O.G. 5'-b' 53 Tn� QUERCUS GARRYANA GARRY OAK T 10,O.G. 3'-4' FINISH GRADE M w N Z UPLAND HYDROSEED MIX Imm 11 Z FORESTED/SCRUB-SHRUB ZONE EMERGENT (UPLAND > FRAXINUS LATIFOLIA OREGON ASH T b'O.C. 3'-4' 491 ZONE ONLY) Q uJ PICEA 51TCHENSI5 SITKA SPRUCE T 8'O.C. 3'-4' 238 - TYPIG 4'TEMPORARY N - NATIVE SOIL WATERING BASIN W?i THUJA PLIGATA WESTERN RED CEDAR T 8'O.G. 3'-4' cn Z ` (ALL TREES AND SHRUBS) v Q ROSA NUTKANA NOOTKA ROSE S 3'O.G. 18, WETLAND , 0 SCARIFY 501L r O 1 SALIX LAVANDRA PACIFIC WILLOW S 6'O.C. 18' 210 SEEPING + 1-++ • INTERFACE SALIX SCOULERIANA 5COULER'5 WILLOW S 6'O.G. 18, 225 y Q 3- MALU5 FUSCA WESTERN CRABAPPLE 5 8'O.C. 18' 90 THROUGHOUT ♦ SCARIFY R AND c t R <w PHYSOCARPUS GAPITATU5 PACIFIC NINEBARK 5 6'O.C. 18, 90 rjGRUB- .io, Q RUBUS PARVIFLORU5 THIMBLEBERRY 5 5'O.G. 18, 255 SH E ♦ COMPACT 501L UNDER AMENDED SAMBUCUS RAGEM05A RED ELDERBERRY S 8'O.G. 18, 60 • 0 ROOTBALL(TYPICAL) TOPSOIL-TYP. d CAREX 05NLIPTA SLOUGH SEDGE E 18,O.C. 18, 400 ZONE . . + 2x DIA ROOTMA55 WETLAND SEEDING , 0 O + �R00113 L SPREAD ROOTS c EMERGENT ZONE + + + 0 ♦ •O O CONIFEIROUS TREE D NER GE DUOUS THE DINER GROWN o o CARER 05NUPTA SLOUGH SEDGE E 36'O.G. 4'POT 400 • • CARER 5TIPATA SAWBEAK SEDGE E 36'O.G. 4'POT 400 + ,+ +�+ OO • • Q ELEOCHARIS PALUSTRIS COMMON SPIKE RUSH E 36'O.G. 4'POT 400 3$ JUNCOS BOLANDERI BCLANDER'5 RUSH E 36'O.G. 4'POT a00 TREE AND SHRUB PLANTING DETAIL Z u - JUNCOS ENSIFOLIUS DAGGER-LEAF RU5H E 36'O.C. 4'POT 400 1 [� as OENANTHE SAMENTOSA WATER PARSLEY E 36'O.G. 4'POT 400 NOT TO SCALE SCIRPU5 ACUTUS HARD5TEM BULRUSH E 36'O.G. 4'POT 400 ' a c E SCIRPUS MICROCARPUS SMALL-FRUITED BULRUSH E 36'O.C. 4'POT 400 s o TREES SHRUBS F FOLIAGE OR GROWING TIP m'E IS NOT PRESENT,PLACE ONE \'SEi ROOT xopE FLUSH WITH ABBREVIATIONS: FSEUDOTSUGA MENZIESIi SALIX SCOULERIANA T-TREE,S-SHRUB,E-EMERGENT,O.C.-ON CENTER,QUANT.-QUANTITY,SYM:SYMBOL PIGEA SITCHENSIS MALUS FUSCA FINISH GRADE PLUG °° THUJA PLIGATA ik CAREX OBNUPTA GROWING POINT a� LEVEL SPREADER- FRAXINUS LATIFOLIA O RUBUS PARVIFLORUS FOLIACsE NURSERY GRADE OF PLANT FINISH GRAPE EL.13.4 FINISH GRADE TO BE LEVEL WITH FINISH CDF BAGKFILL-TYP. GRADING PER WETLAND ° PHYSOCARPUS CAPITATUS GRADE - Z 14— .14 �TYP� MITIGATION PLANS lT7P.) W SALIX LASIANDRA SAM BUCUS A R CEMOSA 0 MN-TYP — L NOTES: 13 T ROSA NUT TYP. K,ANA ll S T W5 t SEE SHEE DETAIL 4 DE L 5 FO 12 — R I'MI N_N.CL EARANCE RANG E 11 — ADDITIONAL DETAIL. -DO.NOT•OVEREXGAVATE PLANTING.HOLE.-' :.:..:...:.::.�..:.:'�.' 2)CAREX AND FRAXINUS ARE SOIL AMENDMENT 3 10— A660GIATED AS SHOU.N. -SOIL IS TO BE WET AT TIME OF PLANTING. INCORPORATE WITH SUBGRADE _ �� -FIRM 501L AROUND RHIZOME OR ROOT N�a 14'FUEL LINE 12'FUEL LINE WITHOUT DAMAGING PLANT OR ROOTS. !2 °� -NO FERTILIZER IS TO BE ADDED TO EMERGENT PLANTS. FUEL PIPELINE PROTECTION SECTION TYPICAL SHRUB PLANTING LAYOUT 3 EMERGENT PLANTING DETAIL NOT TO SCALE NOT TO SCALE 2 NOT TO SCALE a o.o. a w ikR S t ° X s uuyy�� k'y�j ���wJJ1 W t] S •' u � LLETLAND UETLAND SEED SEED MIX-TYP. ___/ MIX-TYP. DIROUPRLA HYDR06EED HYDIOSEED �f111 O MaCRt18 MIX-TYP. U UPLAND FORESTED -BHkUB ETTERGENT FOR /SCpIB E6TED -SFIRllB ENHANCED EXISTING-- MIX-TT P. I BUFFER ZONE ZONE ZONE WETLAND�UETLMD UPLAND FOIFE5TED/5CRM-$H JB FOFF6TED/9CR41B-5HFm ENHMICED—t—EXI5TING ZONE EL-IL3 TO 35 EL II-113 EL.113 TO 135 811FER ZONE ZONE WETLAND WETLAND EL.135. ZONE EL.%3 TO 113 EL.93 TO IL5 5HFaJ8 LAYER 5HFW LAYER. EL.115+ EMERC>fT1T NOOTKA R05E,PACIFIC NNEBAW NOOTKA ROBE,PACIFIC NNEBARK 5HRO LAYER_. ZONE gl�LAYER EL.9 TO 93 PACIFIC WILLOW,RED ELDERBEFRRY, PACIFIC WILLOW,,R ELDER6ES RY, NOOTKA ROBE,PACIRC NNEB KA AW, NOOT ROBE,PACIFIC NNEBARIC sruE OF 6COuLER.6 WILLOW.THP"LEBER RY, SCOULER'S WILLOW,TH 5LEBERRY, PACIFIC WILLOW,RED ELDERBERRY, PACIFIC WILLOW,RED ELDERBERRY, wwvur1croN WESTEW CRABAPPLE LLE5TERN CRABAPPLE SCOULER'S WILLOW,THM5LEBERRY, 6COULER6 WLLOW,T14MLEBERRY, R! 6�6�D WESTE CRABAPPLE WESTERN CRABAPPLE SOUTH WETLAND—TYPICAL SECTION NORTH WETLAND—TYPICAL SECTION 4 Hllll ; lNOT TO SCALE NOT TO SCALE z WG NO. OAKESDALE AVE. SW EXTENSION-PHASE 1 A D I R 1 U — O SHEET IRRIGATION MODIFICATION PLAN 97 OF 99 IRRIGATION SYMBOLS: ,, 6 (~i) CONSTRUCTION NOTES: � n ,l � Z z= .„ oeU c �� O A FULLY OPEN NOZZLE SPRINKLER HEAD tO REMOVE & RELOCATE 3" • IRR. LINE —--� � � h O .y g IC (p" Z IN 6" • SCH. 40 STEEL CONDUIT. X V3i p HALF OPEN NOZZLE SPRINKLER HEAD O PROTECT do LEAVE 6" 0 STEEL SL IN _ w O O a ONE QUARTER OPEN NOZZLE SPRINKLER HEAD ZA: 3 F= 3O PROTECT do LEAVE 8" • DIP IRR. c3 a - O U LINE IN PLACE. itit UJ o IRR. CONTROL VALVE SS 0 (2) 1 ROC$(1W i�'• O gRT(?N IRRIGATION SYSTEM TO BE REMOVED 1 K o $ o Q> Z �' ST ow W y C) V 6•(N) 5.1, /—£t[V 1.J Olt U J v) NK O ETUgi N I IRRIGATION ABBREVIATIONS: k `s• - e` ° OVE" Y Q r ( ,) SW QO Lj SCH = SCHEDULE TANK �°?aR a v V) r i Q SL = SLEEVE(S) �•,� r• = N sr 1 w- RIM16.9J 2'PVC '2 $i e +I GE Z NERAL IRRIGATION MODIFICATION NOTES: 00 3°g 1. IRRIGATION MODIFICATIONS SHALL BE PERFORMED IN a�D 4pR - 1za6 SON Ra r�16 Z sW ACCORDANCE WITH THE SPECIFICATIONS. C RM M gryk 5 ELE11 IK 4 7.108..1 C V a c`o 2. THE IRRIGATION MODIFICATION PLANS ARE BASED ON SURVEY N o 7B 3 • __ b �• -6. E AND DESIGN INFORMATION THAT EXISTED PRIOR TO vk�ic"Rm a1w P m`E CONSTRUCTION OF THE BOEING BCAG HEADQUARTERS Nix 9P ,E BUILDING 25-20. THE PLANS DO NO NECESSARILY .aw.ae x^' REPRESENT CURRENT FIELD CONDITIONS. THE EXACT Oyp. . 'll e o LOCATION, NUMBER, k EXTENT OF IRR. FEATURES SHALL BE et a� DETERMINED BY THE CONTRACTOR THROUGH AN ON-SITE •�, N _ _P.- MIX INVESTIGATION. s�s? -P- O #r 3. THE CONTRACTOR SHALL RECORD THE LOCATION OF THE -P- _ _ — —P— a MODIFIED IRR. SYSTEM IN AS FORMAT FOR FUTURE ' L"LET OR.N RLEr OR o REFERENCE. 1+00 — RIM• u.55 RIM. 14.1 $ WV-6•(w)1J.05 INv 6`(w) 2.88 4. UNLESS OTHERWISE NOTED, ALL SPRINKLER PIPES, VALVES, 3'02"Ei. CONTROLS, HEADS, & FITTINGS ARE TO BE REMOVED FROM � �/v.E AVE�W. K THE OAKESDALE AVE. SW R/W PRIOR TO GRADING. N _ a o $ g TEMPORARY IRRIGATION SHALL BE PROVIDED AS NECESSARY I s i DURING EMBANKMENT CONSTRUCTION TO MAINTAIN EXISTING s PLANTINGS THAT WOULD OTHERWISE BE LEFT IN THE DRY UNTIL THE PERMANENT RELOCATED IRRIGATION SYSTEM IS INSTALLED. I O 2 �` 1 1 5. WHEN IRR. LINES AND/OR SPRINKLER HEADS ARE REMOVED, !• ALL PIPE AND FITTINGS ARE TO BE SEALED APPROPRIATELY. _F I 6• ALL RELOCATED SPRINKLER HEADS SHALL HAVE A SPRAY =___ --- F PATTERN APPROPRIATE TO THEIR LOCATION. n Fes_ -' 7. ALL PIPES INSTALLED BELOW THE ROADWAY SHALL BE E"'(5)10'x 18'wow tOO$(rt. d a INSTALLED BELOW THE ROADWAY SUBGRADE. 8-IRR I a a 1 u Lms OO e'MO t Ev- 1 m0. 1.25' CONTROL cd si FOR `. r SUTURES o v1 AND SEALS. k __ y REFER M ORrcw � ----��I y FULL-SIZE CONTRACT y ♦ DocUAENT$ DATED f - ti DECDABER 1997 ff ♦ ! i i I � 1 wCD T "tH oOAKESDALE AVE. SW EXTENSION—PHASE IA D R20. V — 0 SHEET IRRIGATION MODIFICATION PLAN 98 OF 99 N �•\\�,1"D V I �o � f zo LLI3 O_ 01-Rfl rAl v 19 js) _ I 4• x� f . ]1.6 -LET t2 W 4 w Z RY o r� I �16 ,1' P �, fy wv 6 W _ 3o Q °.w `r O >E °"vF /• ,sik---- _ 1. 1• t.25� ; 4 (n U fv IL. I i8 N _ z'W f� �l i+R w _ DR clip�_ � TER YN—/ I 6 I J T W j{I`\ 7 137iPG R•✓NNrN� 1 6'S 6•( a �5• RIY- Ia78 1 Vn E g; ;N 5 ` N 4q Top P,Pf P I $a0 Q Z ' � I aw _ 1 56 w tNr 3 Q wA tE Rw t i . i J N Q 18'RCP OUTFALL \ Rw = z WV i. 7 I I ABANOC.+EO UO ' g Q Q wv-�Ga rCv z. 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E( Z-st INV 6'(Vv)=rJ.64 11 1 U N 48+00 ,� tl N I `2 LON x a'wA. tr co� er u ) ¢ N I Q t MVoo LOGS ZQ 3 v? 2 yG� d 4 `ty YP� INL T D157? �' A0Q7 LOGS •(s) ..zl 8'LO.c POND ` a,RO'MOUSE N ON 0'POST Cut vfRr(OUTGOwG) \ EV- lO08 \ N N GRASS I —� NV a. 9,31 \ A ill SOUR .B"RLP FALL � 1.25• e � RIY=17.33 wV(E)- 00 I .V.IJN TO t.25• ACCESS •�, ?' Worn rORwL.Et Ca •EIU .vU. ' EL£v-16.SI P� (RCTTD.1 .' rAu EDGE Or POND (60 ii0Y CENTER) N �� O O 3-3I-97 a (( 'h a ' RL AUL • 1 G G POND r S! C4EDGE POND tJ SURVEYED pN JANUARY 23. 1997 SIL m I 1.25• II c. O S 0 CONSTRUCTION NOTES: cr <<�!—�� O REPLACE 3" a IRR. UNE WITHIN THE D PROTECT do LEAVE 8' • DIP IRR. s� �+ `� R/W INSIDE 6- a SCH. 40 STEEL UNE IN PLACE. fi ATURES AW SCALS %` CONDUIT. 4 O RELOCATE 3- 0 IRR. UNE AS NEEDED aEm TO o i O TO ALLOW FOR INSTALLATION OF WALL 4� � PROTECT do LEAVE 6' a STEEL SL - COWR�M# 2 . IN ♦ ooarmDrs wren s PLACE. GEOGRIDS. ;,oeco�eeR ia9�i� z OAKESDALE AVE. SW EXTENSION-PHASE 1A DWG NO. IR3 SHEET IRRIGATION MODIFICATION PLAN 99 of 99 4• 0 w 3 a �� Y x z �_ I W o O o iI In G 3~ Q J J «[ oc} ta» W J } _ C) PARKIN 4 I z " I I GRASS A tr Fn 3 Z~ A. O PARKING z rn W^ LOT u i Q N _ N In U /y 3 ® T 2'TAOD,L LARD J V) F �E RtO 55 S _ I I 7'TALL W O —s s— n'uErRO ss I I I Q Q _ _ t_ �f(( .1 70 PATH W I - t• t 2.J• 1• �.� / A Y Q rn Ra Box 8•• DIP RR Q LU VACUA TION SIGN 8 • DIP IRR ' 4^x 4'POsr TRO SS i _ —P uE Ro ss s 06' _ ss+w RETAINING WALL W/ I 1,11 714, 1 CREEK wF IN, 6'TALL FENCE POKER PAINT ; INV - 6•CN fajmK ON lOP OF CONC. wALL o t Al o .2 - t S• I ' z �,Z .� Occse aA. 1S 1 5- _ — —P— — — — — — — P. ' ROOK CREE O p ,� 8 RIN 8 �"I 3a / CON Pi,705 V ��-I . SEi PK NAIL GRASS AREA Al 95.1 5 SPRINGBROOK SP G a E EV- 1a6. N _.-----/-- —� I CREEK �_W aC N �a1d 1760 (-y -- J �. I ' 1'TALL ALUu. 5120..5510 ` \l WATER EL.-4.61�/ I I RAXJNC ON TOP ON 3127197 OF 7' TALL I'WOE E TEMP- 45'F ♦ CONC wnLL o /� E M E P ro'pA. N CRE K '��yy77 I P 15"wtOE vnMnBtE Hr. ,E �) t• t • ROOK I*rAILL OrAUOP I CONC MALL Wf C p. + RINGS OF 7'TALL I WOE .•CHAWl1NK ON TOP. —\ CONC wnu /; a r ` I 'z�g rc n };oA CABLE T Y BOX � GRASS AREA U OI .:ERSEY WALL / WS[NiR87E1 � I I I q�, 4g+DO 0O�C / rNiRAlQIV6Yi�OW/ � I I I ¢¢ OAKESOALE AVE.Sw SIGN a I "H I 1 I I � 9 a, Y / -V SIR16nMB.(EIW 7) Rrrr111wiii-1.78 75 54 r FENCE W/STANDARD ' r lMv-1S'l�!-e.J \ MN.I!38 / KIV ra" - 75 �� ' M 0 57 CONTROL Pr,7a A / O N SET MAIL sw� 73137.6 7 u I I RIY 15^(N)-1.70 i E_na 66565 o u 7.65 i Nv 7.'(E).7.05 LER CHEVRON SIGN i G �yC w' BBM1f77 fa"NE C `, /'NCSDALE. •V �/ I i i INV 74(W)-7.01 0. / .oOT` O /"1iG.�1i.OP COW wT IO i I INV 14"(C)-7.03 !O(N0. p'` OF VANE P PARKING/07 4 "Pik T / AREA LEFT CHEVRON SIGN ' 0 i S. n i6 j y C N U j MN-1776 wv 7." '97(E=7.11 2 h 0 i ('�±1) Pux j rq.aSM 8 BONE 5 a; -CB(i1PC ij i INV 6"(N).t7.96 MN-r7I U ONE J et. PLC g MN.17.10 i I O NY 17"(N)-17.)a ' I MY 61((S)-i J03 I R�Rrt 17.701) THREE 6 PVC < xtv 1I'(SE)-17.78 D INV INV 675).14.70 POAER VAULT I� D O f SIGNATLOES ♦ POKER SWiCN v r U1 o In * Nq SEALS. ♦ { CABWET I GRAS A. ;. -y k ` RVER M i PARKA l ONCOW.PAD ;�-SQE 1 � IV ®® 4 POAC E l O Z CONSTRUCTION NOTES NOTE OAKESDALE AVE. S.W. EXTENSION-PHASE 1A DWG.NO. E8 - 1. INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE III SIGNAL POLE WITH A 40 FOOT MAST SIGNAL PLAN SHEET ARM. INSTALL THREE VEHICLE SIGNAL HEADS (TYPE M MOUNT),ONE VEHICLE SIGNAL THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS HEAD (TYPE K MOUNT),ONE FIBER OPTIC PEDESTRIAN SIGNAL HEAD (TYPE E MOUNT), ARE BASED ON: OAKESDALE AVE. S.W./S.W. 16TH ST. g0 �96 ONE PEDESTRIAN PUSH BUTTON WITH SIGN,ONE TERMINAL BOX,TWO EMERGENCY ; r- VEHICLE PRE-EMPTION DETECTORS,AND ONE STREET NAME SIGN. INSTALL TYPE III l:� _____.__ I__: cn CUTOFF OPTICS,250 WATT HIGH PRESSURE SODIUM LUMINAIRE,WITH A 35 FEET --' INFORMATION PROVIDED BY KATO 6 WARREN (U = MOUNTING HEIGHT AND 10 FOOT DAVIT ARM. - THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ~ 2. INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE II SIGNAL POLE WITH A 50 FOOT MAST -- ACTUAL CTVARIATIONS LCONDITIONS MAY BETWEEN ACTUAL DIFFERENT. TONS AND CONTRACTOR HOSE SHOWN.THESE VARIATIONS SIGNAL LEGEND ARM. INSTALL THREE VEHICLE SIGN HEADS (TYPE M MOUNT),ONE VEHICLE SIGNAL +BEAD z "` WILL NOT BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION. w (TYPE K MOUNT), TWO FIBER OPTIC PEDESTRIAN SIGNAL HEADS (TYPE E MOUNT),ONE TERMINAL 2 m TYPE (JUNCTION BOX BOX,AND ONE STREET NAME SIGN. w Uj 3 _.. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE 0 o Z 3. INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE Ill SIGNAL POLE WITH A 45 FOOT MAST_ WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENTRANCO- TYPE II JUNCTION BOX g 0 4 N_ ARM. INSTALL THREE VEHICLE SIGNAL HEADS (TYPE M MOUNT),ONE VEHICLE SIGNAL THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES (/j HEAD (TYPE K MOUNT),TWO FIBER OPTIC PEDESTRIAN SIGNAL HEADS (TYPE E MOU .j BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 4-- VEHICLE SIGNAL HEAD ~ -� \ NT) Lu Ln 3 TWO PEDESTRIAN PUSH BUTTONS WITH SIGNS,ONE TERMINAL BOX, AND ONE STREET - 2 2 DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXA LY a = :N N NAME SIGN. INSTALL TYPE III CUTOFF OPTICS,250 WATT HIGH PRESSURE SODIUM LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. VEHICLE HEAD WITH ARROW z= Q LUMINAIREuj I- , WITH A 35 FEET MOUNTING HEIGHT AND 10 FOOT DAVIT ARM. t mom PEDESTRIAN SIGNAL HEAD 4. INSTALL NEW SIGNAL POLE FOUNDATION AND TYPE II SIGNAL POLE WITH A 35 FOOT MAST t� z 11 Q N -- w 5 F- EMERGENCY VEHICLE ! > ARM. INSTALL THREE VEHICLE SIGNAL HEADS (TYPE M MOUNT),ONE VEHICLE SIGNAL I N w 3 I N Q HEAD (TYPE K MOUNT),ONE FIBER OPTIC PEDESTRIAN SIGNAL HEAD (TYPE E MOUNT), - - 20 10 0 20 40 PRE-EMPTION DETECTOR Uj ONE PEDESTRIAN PUSH BUTTON WITH SIGN,ONE TERMINAL BOX, TWO EMERGENCY TYPE II SIGNAL POLE,MAST ARM U) J I VEHICLE PRE-EMPTION DETECTORS, AND ONE STREET NAME SIGN- { 1 HORIZ.1"•20' w Q r 5. INSTALL NEW PEDESTRIAN SIGNAL FOUNDATION AND TYPE PS POLE. INSTALL ONE FIBER TYPE III SIGNAL POLE,MAST ARM `i ON OPTIC PEDESTRIAN SIGNAL HEAD (TYPE E MOUNT),AND ONE PEDESTRIAN PUSH BUTTON 3 I 1 R AND LUMINAIRE Q Lil WITH SIGN. I N t STA 53.11 �.. ' SIGN ON MAST ARM 2 CD 6- INSTALL TYPE P TRAFFIC SIGNAL CONTROLLER WITH FOUNDATION,CONTROLLER, (42'LT) ❑ CONTROLLER CABINET AND AUXILIARY EQUIPMENT v , / LOOP DETECTOR TALL TWO PEDESTRIAN PUSH BUTTONS W IGNS. t STA 52.15 2 ( 2 2 ig �' (48'LT) I B SIGNAL CONTROLLER 2 i : (• 1 9 6 p _ S BSONE SIECORE CORP PORT NUMBER 08K82-31121-00- MULTIMODE 62.5/125 9 YX CABINET EXISTING ELECTRICAL SERVICE li z o o FIBER OPTIC CABLE PER MANUFACTURERS SPECIFICATION. 2 00 ; STA 52.12 , ( \49\ O POLE NUMBER z � 9. UCT CONCRETE PAD AROUND POLE AND/OR JUNCTION BOX. (4J.5'LT) 6 ! ( t Q WIRE NOTE LLJ U cr� 10,1ONE TRENCH SHALL BE USED FOR ROUTING 1 \32 A O CONSTRUCTION NOTE b CONDUITS ON THE S.E.CORNER OF S.W. 16TH ST. 22 A 2 1 R EE 2 5 .E V 4� '1 s 26 54 10' r. 25 4 $1 2 3 _ 3.. gi ¢ 3: 1D �C 5 _.. _. ._ , CON o •00 OAKESDA�E AVE S.W. 52 52'00 p 5 82 20 N IT 4 ED DET PRE-EMPT IG/PED WIRINGSCHEDULEUM POWER INTER 4 0 _. - 12 ,/ - g1+00 - SIZE SCHE PAIRS 2CS 3CS HD SC SC 2C 3C •8 •4 ONNECT _....._ 1 REMARKS I;: i 1;83 9 1 SAWCUT 7 m } 2 SAWCUT 2 _... cWJi � _ 5 $1 STA 52.79 (SZ i 28 3 SAWCUT 4 .� _... _ .. ...._ _ .. (64'RT) 5 } 4 1.5" 40 2 --- - W 2 2 8 2 2 5 4 7A 52.95 g L5" 40 1 (36'RT) 6 2.5" 40 2 4 _ 25 5 _----N 7 40 - .i '/ F- < W -� --- =--_ ----- 8 8 2" 40 F- > 4 m � .. 2 t 2 2 1 t p6 @g@ R, 10 2" 40 2 2 i E i 5 a z \ 1 6 19 11 2.5" 40 4 2 4 2 to 8 �' 11 12 9 9 12 EX. EX. 3 4 1 Ex.corn. a GENERAL NOTES u 20 13 3.5" 40 3 5 7 1 a -� STA 52.07 9 - 1 t '; 20 14 2.5" 40 4 5 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS 3 13 13 ` 1# `10 15 1-5" 40 2 TO SERVICE CARNET _ WITH TUNNEL VISORS AND SQUARE DOORS. (55'RT) E o o FOR CONTINUATION OF SIGNAL 20 1 2 0 �.I 16 3" 40 1 5 6 1 2 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE FIBER OPTIC HEADS 19 17 EX. EX. 3 4 7 1 2 Ex.Cao. INTERCONNECT,SEE ILLUMINATION '1 WITH TYPE E MOUNTING HARDWARE. PEDESTRIAN PUSH BUTTONS 1 w 'm PLANS,DWGS-El TO E7 ti 1 - '�I 18 1.5" 40 3 LLU%L AND SIGNS SHALL CONFORM TO CITY OF RENTON STANDARD 10 ( 19 1.5" 40 2 PLAN J024 AND J025. I 3. ALL VEHICLE SIGNAL HEADS SHALL BE TYPE M MOUNTED PER y. r 24 r'. 20 2" 40 6-PAIR NNTEERCgHECT CABLE CITY OF RENTON STANDARD PLAN J019 UNLESS OTHERWISE NOTED. t5 1 5 21 EX. EX. 6-PAIR ""WMWCT Gill P A _u Q CONX 4, ALL DETECTOR LOOPS SHALL BE 6-FOOT BY 6-FOOT. LOOPS - 1y zl 8 t y 22 1.5" 40 2 o ARE TO BE CENTERED IN THEIR RESPECTIVE LANES AND LOCATED o 23 1.5" 40 4 AS SHOWN BY TYPICAL DIMENSIONS, UNLESS OTHERWISE NOTED. :, EXISTING r 24 3.5" 40 3 4 7 1 2 x 5. ALL SIGNAL POLES SHALL HAVE A POLE MOUNTED TERMINAL BOX. 25 2 W SERVICE CABINET 15" 1 > 6. JUNCTION BOX AND CONDUIT LOCATIONS SHALL BE FIELD o ADJUSTED IN ORDER TO PLACE PARALLEL CONDUITS IN ONE TRENCH. 15 16, 26 EX. EX. 5 2 4 2 Ex COND. vi z 5; 7• THE LOCATION OF CONDUIT AND JUNCTION BOXES SHOWN ON THESE 2 27 2.5" 3 4 1 PLANS ARE FOR GRAPHIC REPRESENTATION ONLY. JUNCTION BOXES � FOR ENLARGEMENT OF THIS 1t;- 28 2.5" 40 2 4 2 o SHALL BE SET OUTSIDE WHEEL CHAIR RAMP AREAS. JUNCTION BOX AREA SEE DWG.E9 N LOCATIONS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. j 1( w1 rrwr+w.ti s 8- FOR ROADWAY ILLUMINATION SYSTEM.SEE SHEET E1 TO E7 FOR f� FOR N LOCATIONS AND DETAILS. ,• SIGNATURES i } AND SEALS. Y tREFER TD ORIGINAL 3 i o 9. FOR PHASING SEQUENCE DIAGRAM,SIGNAL DISPLAY AND uu-slzE coNrRAcr}F S SIGN LEGEND SEE DWG.E9. % DocuMENrs DATED} !1]-1 H Iz Zti'ECEMBER 1997,' y�y N�I 1 ' 5 11 24 23 w 1 OAKESDALE AVE. S.W. EXTENSION-PHASE 1A °E9° 1 '! SIGNAL PLAN t 1 1— STA 53.11 SHEET sTA s2.1s 2 1 �' ' (42'LT) ' OAKESDALE AVE. S.W./S.W- 16TH ST. 81 °Egg moon 2 � 10 o Ln ( 22 21 e ' PHASING SEQUENCE DIAGRAM Z 10 0 10 20 3 Y ) t 01 02 03 C 3 HORIZ.1"•10' O x W N z N 7 < B t Q STA 52.12 i 3 44 g „ 1 0 Z (40.5'LT) 6 �l V) 3 / - z x z ( 48 Y 13 51 k .as C N N j 11 A 12 32. 42 NOT NOT W 111W 3 ¢ 22 USED USEDLAJ J 5 Q 2 29 W i "' 05 f6 W N r 07 08 §2 : CD — 25 Is .[l z w s 1 S 28 1 C 4 D 31 -. 5 2 +p o .e___- l i i 1 3272\ ai 33 11 83 83 $124 4 i -- TA 52-95 � 28 ` SIGNAL DISPLAYS 82 i �1 (36'RT) 54 , �' VEHICLE HEADS a 2 12" 12' t 12 12 - 116 4 % _r. 2 22 i 12 12" 2 - 4 - T _..... ... .` �' a., I, i S A 52.79 12 12 y " 5 4 RT) G SIGN LEGEND (6 g 7 HEADS NO. HEADS NO.� 51 - 1 s a < 1e �' t_ e 11 12.13,82,833 32,172147124,31 OAKESDALE AVE SW ♦ 1 ' 1 t 11 112 11 9 w m STA 52.07 3 u 11 S1 (55'RT) /' 11 j 4 PEDESTRIAN HEADS SW 16TH ST zo 0 1 1 13 t3 1A ,11 Go o S2 w FOR CONTINUATION OF SIGNAL 20 \ t \\ 11 'w Z INTERCONNECT,SEE ILLUMINATION t �: 1 1 HEADS N0. PLANS,DWG.E1 TO E7 1 1 1 1 1 28.29,48, 49 1 i ' 1,1 88,89 FOR �t �V/ -- R• i SIGNATURES >� 15Y` AND SEALS. REFER TO ORIGINALS FULL-SIZE CONTRACT} N Y OOCULENTS DATED f i0ECE46ER 1997f o I 20 17 21 1) Z EXISTING SERVICE CABINET 19 1 CONTROLLER CABINET DWG.NO. J.e z6 zs OAKESDALE AVE. S.W. EXTENSION PHASE lA N911 E10 CALL A 912 __ EX. J.B. WIRING DIAGRAM SHEET 91s I — y& Qj REVISED ENTIRE DRAWING J.B. OAKESDALE AVE. SW/SW 16TH ST 921 . 82 pF 6 E- {2 --- o CALL 8 925 SC — e = 941 I 3CS {4 . 07 w CALL C 942 pr3c2CS N N 945 Z ma 981 O q 1--'N {CALL{D 982 985 I I 24 23 3 w V o a {2 21,22 826 I 22 21 F- 3 23.21 827 I -N n u1 is I I Z 3 c� N 25 828 NEW ,o iv in,0 611 611 42 44 < to : Q 3 POLE 612 612 I I cn p (A 31.32 836 N0. � 613 613 C J_ W f3 33 837 615 615 41 47 — Z Z > 41.42 846 616 616 EX J.B. Z d Q N Q 43,44 847 ¢< HEAD 14 611 Tl T2 73 W 04 848 p 612 V 3 J o EX. 849 w ,c;o $ 613 • J 3 Q W 946 NEW = 615 ^ N N �- EX. 947 POLE 616 0, «� W o 11.12 816 J.B. J.B. N0. 631 1i'1 1 Y 13.14 B17 NEW PREEMPT q W Oo {I 15 818 POLE SENSOR 632 633 �W 16 819 0 ^N n,n a 635 636 Q f7 T1.T2 876 SI PPB 29 = m wN m o+ HEAD w= HEAD 32 = 73 87T 724 611 611 R 611 R d 81.82 886 ` T25 612 612 A 612 A 83.84 8B7 $2 613 613 C 613 G h 85 888 m 615 6I5 615 o' {e 86 889 HEAD 29 ;o ;p 616 616 616 w C z b z 88 8ST 7 _ MAN 722 HEAD 11 HEAD 12 HEAD 13 o Z S1 N` 723 'f+ a S2 F O N O N N V 6i gW I < nnnm mmom 9 T41IFJ w PREEMPT PREEMPT N 742 I m ao m e m e u SENSOR D SENSOR C m ra u u u I Nci Nc�04 4 743 741 7TT4445 742 NN `„N I - 981 994421 743 982 985 945'21 744AKESDALE AVE S.W.SW '22 745 29{2 23 24 F I� 725 �'z m <u 622 ti 781 PP8 28 0 �,N n u�m 622 �a o T82 724 =� < m m m 623 f 8 88 783 725 N I i m m m m 625 f 89 784 621 I 626 785 HEAD 28 622 I HEAD 24 g1 22 622 ,"n mu c�N HAND 72] 623 �n n MAN 722 625 F 1 {2 623 N 72} 626 HEAD 23 HEAD 22 HEAD 21 23 -N nui,o n 24 626 ME 621 621 R 621 R 621 m m m m n n n a; - NO. ® 622 622 A 622 A 622 631 3 623 627 G 62} G 623 3i 632 625 625 625 625 NEW N N tD 32 633 626 626 626 626 POLE® i �. 03 635 NO. U > ti m 636 NNNN� 4 641 p E EE 642 d {4 42 643 0 0 0 43 645 781 m = < m w 646 T82 o s a a s 611 33 32 3l - 783 w m m < a II 612 ~ = 12 T84 z Rol f1 13 613 87 85 83 81 785 m 14 S4 615 67t 88 86-] — 84 82 m g PEp POLE NEW f S3 (' FEETT- w m f7 7z 672 LB. No. 673 5 I I 675 676 u 681 ]l 67I ? 6867 2 J.B. J.B. 6T3 ¢<" 11 12 3CS 2CS w f8 83 685 J.B. ~ 6T6 �" �o�n,o�o:0 5C 3C$ 686 2CS 2CS 17 14 SC 541 d 8. 2CS 2CS TO EXISTING 2 .8 2CS w o = 542 SC SERVICE CABINET I TIE TO EX.2CS 0 543 SC 5C 15 16 ——_——— w 544 J.B. Z 545 — EX. J.8.— EX. J.B. — J.B. r fk Foa ¢ ¢ 546 2C$2� , I I /rf SIGNATURES ik >< N w AC- 501 5C AND E p BC SC i REFER TO ORIGINAL 4 < 2CS SC % DOCUMENTS DATED f o d AC- 502 }FULL-SIZE CON A J TO 2CS % DECEMO+R 1997ff SERVICE 3CS 5C$ SHALL BE CONNECTED TO 3C SIGNAL .`y Z GRADYL CABINET WAY/OAKESDALE TO EXISTING SERVICE CABINET 22C�.8 r e*11 _s kA OAKESDALE AVENUE SW EXTENSION PHASE lA- SW 27TH ST. TO SW 16TH ST. WASHINGTON STATE TIB(TIA)PROJECT NO.9P-102(002)-1 ADDENDUM NO. 1 TO THE BID PROPOSAL, CONTRACT DOCUMENTS AND SPECIFICATIONS NOTICE TO ALL PLANHOLDERS: The Bid Documents for the above-named project are modified as described below. Bidders shall take this Addendum into consideration when preparing and submitting their bids. Bidders shall attach this addendum to their copy of the Contract Documents, and shall acknowl- edge receipt of this Addendum in the space provided in the Proposal Form. Failure to do so may subject the Bidder to disqualification of his bid. THE BID DOCUMENTS ARE MODIFIED AS FOLLOWS: PROJECT PROPOSAL 3. SCHEDULE OF PRICES: Item A8 has been deleted. The Items formerly numbered A9 through A20 have been renumbered A8 through A19. New Items A20 and A30 have been added. The Items formerly numbered A30 through A 105 have been renumbered A31 through A 106. A new Item A 107 has been added. Specification references have been revised for Items A2,.B2 and B 17. The estimated quantities for Items A7, A16 (now A15), A59 (now A60), A61 (now A62), A62 (now A63), C2, C4, C6 and C9 have been revised. Revised copies of the Schedule of Prices (17 pages total) are attached. Bidders should check the revised pages carefully. Bidders shall remove the original superseded pages of the Schedule of Prices and replace them with the new pages attached SECTIONS 6 THROUGH 12: Revise the numbering of the Pages containing Sections 6 through 12 to be III-9 through III-15 (currently numbered III-6 through III-12). Oakesdale Avenue SW Extension ADDENDUM NO. 1 TIB(TIA)Project No. 9P-102(002)-1 January 2, 1998 Page 1 of 8 a CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS: A number of copies of the bid documents were misprinted with alternate pages blank. Planholders who received misprinted copies may pick up replacement copies of this section at the pre-bid con- ference or may obtain a replacement copy of this section by telephoning Joe Armstrong, City of Renton Project Manager, at(425) 277-6203. SPECIAL PROVISIONS: Section 1-07.6 (page 5): The last sentence of the first paragraph is revised to read: If the Section 404 permit is obtained prior to March 1st, 1998, the entire project must be sub- stantially completed by September 30`t', 1998. Section 1-07.17 (page 10): The item #4 in the list of major utility relocation and protection work items and approximate quantities which shall be included in the Lump Sum price for Utility Relo- cations and Protection is revised to read: Tap into Private Water Line. If not a live line, abandon in place. 3 EA Section 1-10.3(3) Construction Signs (new section): The Contractor shall provide and install two project signs, to the design shown in the Standard Plan, Project Sign Detail. The locations will be determined in the field by the Engineer. The signs will become the property of the Contrac- tor at the end of the contract. No separate pay item is provided for the project signs and the cost for constructing and placing the signs will be included in the prices for various other items of the work in the bid proposal. Section 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP (page 16): Add the following: 2-01.3(1) Construction Requirements (Supplement): The project site will have been cleared to the limits of construction by others, prior to the commencement of construction. Clearing by others will consist of cutting and trimming all trees, brush, or other vegetation to within 1 foot of ground level, but not necessarily removal of material from the project site. Section 2-03.3(14) (Page 19): Delete the supplement to this Section in its entirety. Section 2-03.4 (Page 20): Delete item#8 in its entirety. Section 2-03.5 (Page 20): Delete the following pay item in its entirety: "Pulverize Asphalt Concrete Pavement and Compact In-Situ" Per Square Yard Section 2-09.3(1)C (Page 21): Insert new section: 2-09.3(1)C Removal of Unstable Base Material (Supplement) Oakesdale Avenue SW Extension ADDENDUM NO. 1 TIB(TIA)Project No.9P-102(002)-1 January 2, 1998 Page 2 of 8 If the Contractor is directed by the Engineer to construct a quarry spall pad at Wall C, the quarry spalls shall meet the requirements of Section 8-15.3(6) of the Standard Specifications. The placement and compaction of the quarry spalls shall meet the re- quirements of Section 2-09.3(1)C of the Standard Specifications. Zy Section 6-02.3(14)D (Page 14'1: Delete the second sentence of the second paragraph under Mate- rials that states"A special color may be required to match adjacent work". Section 7-08.3(3) Insert new section: 7-08.3(3) Backfilling(Supplement) Gravel backfill for Trench shall conform to the requirements of Section 9-03.19, Bank Run Gravel for Trench Backfill. Excavated subgrade may be reused with the permission of the Engineer as long as it meets the requirements of the Renton Standards for the item it is replacing. The Contractor is directed to the Project Geotechnical Information con- tained in this document, to determine the likelihood of reusing existing subgrade. Exist- ing cement and asphalt concrete may be crushed and reused with the permission of the Engineer as long as it meets the requirements of the Standard Specifications for this item. Section 8-20.3(13)B Luminaires (Page 53): The second sentence is revised to read: The luminaires shall be 250-watt or 400-watt as shown on the plans, high pressure so- dium vapor light source, operating on 240 volt AC, Model M-400A as manufactured by General Electric or equivalent approved by the Engineer. Section 8-28.3 (Page 58): The second sentence of the first paragraph under Backfill is revised to read: When constructing geogrid reinforced walls, standards set by the geogrid manufacturer for backfill material shall be compatible with gravel borrow as defined in these Special Provisions. Section 8-33 Insert new section: 8-33 SETTLEMENT INSTRUMENTATION: 8-33.1 Description Instrumentation shall be installed to monitor the vertical and horizontal movements of the existing 72- and 108-inch diameter sanitary sewer (SS) lines and the surrounding ground where the SS lines are located beneath the proposed approach fill embankment. 8-33.2 Materials A. Materials for the utility monitoring point installations shall be as shown on the exhibit included in Appendix E- Standard Plans. B. Materials for the subsurface deformation monitoring point installations shall be as shown on the exhibit included in Appendix E- Standard Plans. Oakesdale Avenue SW Extension ADDENDUM NO. 1 TIB(TIA)Project No. 9P-102(002)-1 January 2, 1998 Page 3 of 8 8-33.3 Submittals Prior to the beginning of all construction, the Contractor shall submit an instrumentation plan for approval by the Engineer. This plan shall include diagrams of the proposed util- ity monitoring points and subsurface deformation monitoring points, a description of the materials to be used, and an explanation of the proposed installation and monitoring pro- cedures. The Contractor may submit alternate designs for the monitoring points for ap- proval by the Engineer. 8-33.4 CONSTRUCTION REQUIREMENTS A. Utility monitoring points shall be installed at Stations 45+15 and 45+75 along the SS line alignments prior to start of approach fill embankment construction. At each location, one utility monitoring point shall be installed on each of the 72- and 108-inch diameter SS lines. B. Subsurface deformation monitoring points shall be installed at Stations 45+15 and 45+75 along the SS line alignments prior to start of approach fill embankment construction. At each location, one subsurface deformation monitoring point shall be installed midpoint between the 72- and 108-inch diameter SS lines. C. The Contractor shall take precautions necessary to protect the deformation moni- toring points from damage. If a monitoring point is damaged,the Contractor shall stop work until the damaged monitoring point is repaired or replaced. Monitoring points damaged by the Contractor shall be repaired or replaced at the Contractor's expense. 8-33.5 INSTRUMENTATION MONITORING A. The location of the utility monitoring point shall be determined in plan to an accu- racy of 0.1 foot and in elevation to an accuracy of 0.005 foot. B. The Engineer will prepare an as-built record of the installed utility and subsurface deformation monitoring points. C. The vertical and horizontal movement of the utility monitoring point and the ver- tical movement of the subsurface deformation monitoring point shall be read by the Contractor under the supervision of the Engineer. The readings shall be taken twice per week during embankment construction, and once per week for a dura- tion of one month after the embankment construction is complete. Additional readings may be taken as directed by the Engineer. D. The Contractor shall submit all instrumentation readings to the Engineer for re- view and analysis within 24 hours after monitoring. 8-33.6 MEASUREMENT Utility monitoring points and subsurface deformation points will not be measured for payment. Oakesdale Avenue SW Extension ADDENDUM NO. 1 TIB(TIA)Project No.9P-102(002)-1 January 2, 1998 Page 4 of 8 8-33.7 PAYMENT Payment for "Settlement Instrumentation" will be a lump sum to furnish, install, and read, four utility monitoring points and two subsurface deformation points. APPENDIX E - STANDARD PLANS: Reference Drawing Title The following plan is deleted: 35.10 Drop Connection Detail (METRO) The following plans are added. Copies are attached to this Addendum: J 013 Fuse Kit& Splice Kit Details J 014 Light Base and Junction Box Details J 038 Induction Loop Wiring and Loop Splicing Details J 039 Induction Loop Detail Fig. 13 Utility Monitoring Point Fig. 14 Subsurface Deformation Monitoring Point --- Project Sign Detail CONTRACT PLANS: Information on the following plans has been revised as described below. Bidders should note these changes on their copies of the plans: Sheet 2/96 Dwg No. Al Revise the Item numbers, specification references and quan- - tities to conform with the revised Schedule of Prices Sheet 3/96 Dwg No. A2 Revise the Item numbers, specification references and quan- tities to conform with the revised Schedule of Prices Sheet 5/96 Dwg No. A4 Item 3 of the notes is revised to read: IF THE USACE SECTION 404 PERMIT IS OBTAINED PRIOR TO MARCH lsr, 1998,THE ENTIRE PROJECT MUST BE SUBSTANTIALLY COMPLETED BY SEPTEMBER 30TT—H, 1998. Sheet 9/96 Dwg No. C2 Construction Note#8 is revised to read: REMOVE 6'f CURB AND GUTTER. Sheet 10/96 Dwg No. C3 Delete Construction Note#4 in its entirety. Oakesdale Avenue SW Extension ADDENDUM NO. 1 TIB(TIA)Project No.9P-102(002)-1 January 2, 1998 Page 5 of 8 a Sheet 17/96 Dwg No. CIO Construction Note#4 is revised to read: REMOVE AND RESET METAL GATE AS DIRECTED BY THE ENGINEER. Sheet 24/96 Dwg No. SG2 Add the following note referring to the existing sign at ap- proximately T Sta. 13+93, 21' RT.: EXISTING SIGN AND POST TO BE REMOVED BY OTHERS Revise the call-out at Sta. 52+10 (75' LT.)to read: STA. 52+10(75' LT.) MATCH EXIST. Sheet 29/96 Dwg No. SG7 Add the following Note: DURING CONSTRUCTION OF WALL C, WATER LEVELS MAY BE ABOVE THE BOTTOM OF WALL ELEVATION SHOWN ON THE PLANS. IF REQUIRED BY THE ENGI- NEER, THE CONTRACTOR SHALL CONSTRUCT A QUARRY SPALL PAD TO AN ELEVATION APPROXI- MATELY 1 FOOT ABOVE THE WATER LEVEL SUCH THAT THE TOP OF THE QUARRY SPALLS AND LEVELING PAD ARE COINCIDENT WITH THE BOTTOM ELEVATION OF A BLOCK COURSE AS SHOWN ON THE APPROVED CON- STRUCTION DRAWINGS. THE QUARRY SPALL PAD SHALL BE LEVEL AND OF SUCH WIDTH TO ALLOW CON- STRUCTION OF THE MODULAR BLOCK WALL. IF RE- QUIRED BY THE ENGINEER,UNSUITABLE MATERIAL SHALL BE REMOVED IN ACCORDANCE WITH SECTION 2- 09.3(1)C OF THE STANDARD SPECIFICATIONS. IF RE- QUIRED BY THE ENGINEER,THE CONTRACTOR SHALL USE UNREINFORCED CONCRETE TO CONSTRUCT THE LEVELING PAD. THERE WILL BE NO ADDITIONAL PAY- MENT FOR THE USE OF UNREINFORCED CONCRETE FOR THE CONSTRUCTION OF THE LEVELING PAD. Sheet 41/96 Dwg No. D7 Water Quality Vault volume note is revised to read: VOLUME=3,006 CF, 101%OF REQUIRED VOL. Sheet 49/96 Dwg No. U1 Construction Note#4 is revised to read: STA. 15+62, 53' LT 48"DIAM. SSMH RIM 16.7 IE(OUT)E 2.71 Construction Note#5 is revised to read: REMOVE EX. 12"DIAM. CONC. STUB TO W. INSTALL NEW 55 LF 12"DIAM. DI @ 1.00%. IE(IN)W 2.16 Sheet 74/96 Dwg No. E2 Revise location and length of spare conduit shown at Sta. 20+25. Revised call-out reads: 6" SPARE CONDUIT SCHEDULE 80 AT STA. 20+26.6. Oakesdale Avenue SW Extension ADDENDUM NO. 1 TIB(TIA)Project No.9P-102(002)-1 January 2, 1998 Page 6 of 8 J CAP CONDUIT AT 50' LT. AND 50' RT. OF OAKESDALE CENTERLINE. Sheet 77/96 Dwg No. E5 Revise location of junction box from Sta. 40+40.5 (41.5' LT.)to STA. 40+40.5 (41.0' LT.) Revise location of junction box from Sta. 40+65 (61' LT.)to STA. 40+73.5 (58.2' LT.) Revise location of junction box from Sta. 41+20 (6V LT.)to STA. 41+16 (58.5' LT.) Delete Illumination Construction Note#4 in its entirety Sheet 79/96 Dwg No. E7 Illumination Construction Note 3: beginning of line 4: Replace the word"REFERENCE"with"SEE" Sheet 89/96 Dwg No. EC 1 Add the following Note 8 to Erosion Control Notes: CONSTRUCTION ENTRANCE SHOWN AT SW 27TH STREET AND OAKESDALE AVENUE SW. SECOND CON- STRUCTION ENTRANCE(NOT SHOWN ON PLANS)TO BE LOCATED AT SW 16TH STREET AND OAKESDALE AVE- NUE SW. Sheet 91/96 Dwg No. EC3 Extend the Temporary Silt Fence on the east side of Oakes- dale Ave SW from approximately Sta. 45+00 to approxi- mately Sta. 48+25. Sheet 96/96 Dwg No. W5 Detail 6: Revise the CDF backfill width to 6' minimum (Typ.) Detail 6: Add the following notes: 1. THE CDF MIX DESIGN SHALL MEET THE REQUIRE- MENTS OF SECTION 2-09.3(1)E WITH THE FOLLOW- ING EXCEPTIONS: PORTLAND CEMENT: 188 LB. (MIN.); AGGREGATE CLASS 1 OR 2: 3,394 LB.; WATER: 325 LB. (MAX.); FLY ASH AND AIR ENTRAINMENT:NONE 2. THE CDF BACKFILL MUST BE PROVIDED IN GRAD- ING AREAS ABOVE THE FUEL LINES WHERE FINAL COVER IS LESS THAN OR EQUAL TO 30 INCHES. 3. YELLOW CAUTION TAPE SHALL BE PLACED DI- RECTLY ABOVE THE FUEL LINES/SLABS FOR THE ENTIRE LENGTH OF THE SLAB. Oakesdale Avenue SW Extension ADDENDUM NO. 1 TIB(TIA)Project No. 9P-102(002)-1 January 2, 1998 Page 7 of 8 The following General Notes apply to the Contract Plans: FOR CLARITY, NOT ALL EXISTING (AND PROPOSED BOEING UTILITIES)ARE SHOWN IN THE PLAN VIEW OF DWGS. C5-C7. PLEASE REFER TO DWGS. U4-U6 FOR UTILITY LOCATIONS. "VIRGINIA CREEPER" AS SHOWN IN THE CONTRACT DOCUMENTS IS MEASURED AND PAID FOR UNDER THE UNIT CONTRACT PRICE FOR"PSIPE SHRUBS." The following plans have been revised and are reissued as Revision 1. Copies are attached to this Addendum(23 sheets total): Sheet No. Drawing Title C5 through C8 Roadway Plan and Profile (4 sheets) CI I through C 15 Roadway Details (5 sheets) SG10 Channel Grading, Wall and Path Plans D1 through D3 Drainage Plan and Profile (3 sheets) U2 through U7 Utility Plans(6 sheets) E1 Illumination and Interconnect Plan T3 through T5 Signing and Pavement Marking Plans (3 sheets) Bidders are advised to remove the original superseded plans and replace them with the new pages attached ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT Issued January 2, 1998 THE CITY OF RENTON Lin Wilson, P.E. Transportation Design Supervisor Oakesdale Avenue SW Extension ADDENDUM NO. 1 TIB(TIA)Project No. 9P-102(002)-1 January 2, 1998 Page 8 of 8 III. PROJECT PROPOSAL CITY OF RENTON City of Renton -Plan ningBuilding/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 27TH STREET SCHEDULE OF PRICES Note: Unit prices for all items, all extensions, and total amount of bid must be shown. All entries must be written or entered in ink. Show unit price in both words and figures and where conflict occurs, the written or typed words shall prevail. KKe . RC = Item for which there is a City of Renton Supplemental Specification SP= Item for which there is a Special Provision SCHEDULE A - ROADWAY ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS Al LS Mobilization 1-09.7 per LS A2 7.40 AC Clearing and Grubbing 2-01 SP per AC A3 970 LF Clearing Limit Fence 2-01 SP per LF A4 LS Removal of Structures 2-02 and Obstructions RC/SP per LS A5 LS Remove Existing Retaining Wall 2-02 SP $ per LS A6 350 LF Saw Cutting 2-02 RC/SP per LF A7 5,664 SY Remove Asphalt 2-02 Concrete Pavement RC per SY A8 300 LF Remove and Reset 2-02 Chain Link Fence SP per LF A9 1 EA Remove and Reset 2-02 Metal Gate SP per EA A - 1 • III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 27TH STREET h SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A 10 610 LF Remove Paint Stripe 8-22 per LF All 7 EA Remove Painted Traffic 8-22 Arrow per EA A 12 1.0 HUND. Remove Raised Pavement 2-02 Marker SP per HUND. Al') LS , Relocate Irrigation System 1-07.17 SP per LS A14 LS Utility Relocations 1-07.17 and Protection RC/SP per LS A 15 7,564 CY Roadway Excavation, 2-03 including Haul RC/SP per CY A16 640 CY Channel Excavation, 2-10 including Haul per CY A 17 10,674 CY Water Quality Pond 2-03 Excavation, including Haul SP per CY A 18 18,500 CY Mitigation Wetland Excavation, 8-32 including Haul SP per CY A 19 100 CY Unsuitable Foundation Excavation 2-03 including Haul RC per CY A - 2 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 27TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A20 280 TON Quarry Spalls 8-15 per TON A21 29,325 TON Gravel Borrow, including 2-03 Haul RC/SP per TON A22 1,299 CY Structure Excavation Class A, 2-09.3(3) including Haul per CY A23 LS Shoring or Extra Excavation 2-09 Class A SP per LS A24 990 SF Shoring or Extra Excavation 2-09 Class B per SF A25 201 CY Gravel Backfill for Abutment 2-09 Wall SP per CY A26 1,254 TON Gravel Backfill for Trench 2-09 SP per TON A27 3,171 TON Gravel Backfill for Modular 2-09 Block Wall SP per TON A28 58 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe-8 inch diameter per LF A29 1,723 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe- 12 inch diameter per LF A - 3 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 27TH STREET SCHEDULE OF PRICES SCHEDULE A- ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A30 234 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe- 18 inch diameter per LF A31 1,047 LF Corrugated Polyethylene Storm 7-04 Sewer Pipe-24 inch diameter per LF A32 ■ 921 LF Ductile Iron Storm Sewer Pipe- 7-04 12 inch diameter SP per LF A33 396 LF Ductile Iron Storm Sewer Pipe- 7-04 18 inch diameter SP per LF A34 145 LF Ductile Iron Storm Sewer Pipe- 7-04 24 inch diameter SP per LF A35 9 EA Adjust Catch Basin 7-05.3(l) RC per EA A36 4 EA Connection to Existing Pipe 7-05.3(3) RC per EA A37 4 EA Connection to Existing Catch 7-05.3(3) Basin RC per EA A38 3 EA Concrete Inlet 7-05 per EA A39 30 EA Catch Basin-Type 1 7-05 per EA A - 4 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 27TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A40 8 EA Catch Basin-Type 2- 7-05 48 inch diameter per EA A41 2 EA Catch Basin-Type 2- 7-05 72 in. dia.w/Baffle SP per EA A42 1 EA Catch Basin-Type 2 - 7-05 72 in. dia.w/Flow-Through Pipe SP per EA A43 1 EA Debris Barrier 2 - 7-04 24 inch diameter SP per EA A44 10 EA Cap Pipe End 7-04 SP per EA A45 9 EA Stake Pipe End 7-04 SP per EA A46 LS Water Quality Ponds 7-05 SP per LS A47 LS Water Quality Vault 7-05 SP per LS A48 488 CY Soil Excavation for Shaft 6-13 including Haul-6 ft.dia. SP per CY A49 FA Removal of Shaft Obstruction 6-13 SP $ Five thousand $5,000.00 per FA A - 5 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 27TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A50 137,939 LB Steel Reinforcing Bar 6-02.3(24) SP per LB A51 488 CY Concrete Class 4000W for 6-02 Shaft SP per CY A52 311 CY Concrete Class 4000 for 6-02 Bridge SP per CY A53 LS Superstructure 6-02 Springbrook Creek Bridge SP per LS A54 I CALC. Deficient Strength Concrete 6-02.3(5) Price Adjustment per CALC. A55 1 CALC. Slump and Air 6-02.3(5) Price Adjustment per CALC. A56 301 LF Pedestrian Barrier 6-10 SP per LF A57 5,386 SF Modular Block Wall 8-28 SP per SF A58 777 LF Handrail 6-06 SP per LF A59 777 LF Railing Seat 6-10 SP $ per LF A - 6 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Plan ningBuilding/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 27TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A60 4,581 TON Crushed Surfacing 4-04 Top Course per TON A61 100 SY Planing Bituminous 5-04.3(14) Pavement per SY A62 2,658 TON Asphalt Concrete Pavement 5-04 Class A SP per TON A63 7,690 TON Asphalt Concrete Pavement 5-04 Class E per TON A64 137 CY Concrete Class 4000 for 5-05.3(19) Bridge Approach Slab SP per CY A65 66 EA Bridge Approach Slab 5-05.3(19) Anchor SP per EA A66 24,244 LB Steel Reinforcing Bar 5-05.3(19) for Bridge Approach Slab SP per LB A67 10,314 LB Epoxy-Coated Steel Reinf. 5-05.3(19) Bar for Bridge Approach Slab SP per LB A68 FA Temporary Water Pollution/ 1-07.15 Erosion Control RC/SP $Three thousand. five hundred $3,500.00 per FA A69 5,458 LF Construction Geotextile for 2-12 Temporary Silt Fence SP per LF A - 7 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 27TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A70 673 SY Construction Geotextile for 2-12 Soil Stabilization SP per SY A71 -0.50 AC Mulching 8-01.3(5) SP per AC A72 335 SY Clear Plastic Cover 8-01.3(8) SP per SY A73 2 EA Stabilized Construction 8-01.3(12) Entrance SP per EA A74 20 EA Storm Drain Inlet Protection 8-01.3(13) SP per EA A75 376 CY Hand Placed Riprap 8-15 SP per CY A76 LS Path Modifications 8-30 SP per LS A77 0.89 AC Roadway-Related Seeding 8-01.3(4) SP per AC A78 1.70 AC Future-Roadway Seeding 8-01.3(4) SP per AC A79 1.88 AC Upland Seeding 8-01.3(4) SP per AC A - 8 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 27TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A80 1.97 AC Constructed-Wetland 8-01.3(4) Seeding SP per AC A81 6.85 AC Liming 8-01.3(4)C SP per AC A82 11244 EA PSIPE Trees 8-02.3 SP per EA A83 1,797 EA PSIPE Shrubs 8-02.3 SP per EA A84 3,600 EA PSIPE Emergents 8-02.3 SP per EA A85 1,500 SY Wildlife Fabric 8-32 SP per SY A86 2 EA Snags 8-32 SP per EA A87 8 EA Downed Logs 8-32 SP per EA A88 89,200 SF Temporary Irrigation 8-32 (Mitigation Wetland) SP per SF A89 4,707 LF Cement Concrete Barrier 8-04 Curb and Gutter SP per LF A - 9 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 27TH STREET SCHEDULE OF PRICES SCHEDULE A - ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A90 213 LF Cement Concrete Barrier 8-04 Curb SP per LF A91 158 LF Type A Block Traffic 8-07 Curb per LF A92 3,872 SY Cement Concrete Sidewalk 8-14 RC/SP per SY A93 5,415 LF Paint Stripe 8-22 RC per LF A94 420 LF Plastic Crosswalk 8-22 Stripe RC per LF A95 165 LF Plastic Stop Bar 8-22 RC per LF A96 50 EA Plastic Traffic Arrow 8-22 RC per EA A97 2 EA Painted Preferential Lane 8-22 Symbol RC/SP per EA A98 6,000 EA Raised Pavement Marker- 8-09 Type I RC per EA A99 570 EA Raised Pavement Marker- 8-09 Type 2 RC perEA A - 10 III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 27TH STREET SCHEDULE OF PRICES SCHEDULE A- ROADWAY (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS A 100 LS Permanent Signing 8-21 per LS A 101 LS Illumination System, 8-20 Complete RC/SP per LS A102 LS Traffic Signal System 8-20 Complete RC/SP per LS A 103 LS Interconnect,Complete 8-20 RC/SP per LS A104 LS Traffic Control 1-10 RC/SP per LS A105 LS Contractor Supplied 1-05 Surveying RC per LS A106 LS Monument Case and Cover 8-13 RC per EA A 107 L5 Settlement Instrumentation 8-33 per LS TOTAL-SCHEDULE A: $ A - 11 ■ III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES Note: Unit prices,for all items, all extensions, and total amount of bid must be shown. All entries must be written or entered in ink. Show unit price in both words and figures and where conflict occurs, the written or typed words shall prevail. Key: RC=Item for which there is a City of Renton Supplemental Specification SP=Item for which there is a Special Provision SCHEDULE B - SPRINGBROOK CREEK CHANNEL WIDENING ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS B1 LS Mobilization 1-09.7 per LS B2 1.07 AC Clearing and Grubbing 2-01 SP per AC B3 5,788 CY Channel Excavation, 2-10 including Haul SP _ per CY B4 1,000 CY Structure Excavation Class A, 2-09.3(3) including Haul per CY B5 LS Shoring or Extra Excavation 2-09 Class A SP per LS B6 1,093 TON Gravel Backfill for Modular 2-09 Block Wall SP 7 per TON _ B7 2,616 SF Modular Block Wall 8-28 $ SP per SF LS Adjust Storm Water 7-04 Outfall Valve SP per LS B - 1 III.PROJECT PROPOSAL CITY OF RENTON City of Renton -Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE B - SPRINGBROOK CREEK CHANNEL WIDENING (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS, DOLLARS CTS B9 FA Temporary Water Pollution/ 1-07.15 Erosion Control RC/SP $Three thousand,five hundred $3,500.00 per FA B 10 1,018 LF Construction Geotextile for 2-12 Temporary Silt Fence SP per LF B 11 0.50 AC Mulching 8-01.3(5) SP per AC B 12 335 SY Clear Plastic Cover 8-01.3(8) SP per SY B13 764 SY Erosion Control Blanket 8-01.3(8) SP per SY B 14 0.62 AC Upland Seeding 8-01.3(4) SP per AC B 15 75 EA PSIPE Trees 8-02.3 SP per EA B 16 1,732 EA PSIPE Shrubs 8-02.3 SP per EA B 17 276 EA Live Stakes 8-31 SP per EA B - 2 III. PROJECT PROPOSAL CITY OF RENTON City of Renton - Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE B - SPRINGBROOK CREEK CHANNEL WIDENING (Continued) ITEM APPROX. ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY UNITS (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS B I8 14 EA Large Woody Debris 8-31 SP per EA B 19 LS Contractor Supplied 1-05 Surveying RC per LS SUBTOTAL-SCHEDULE B: $ 8.6% Sales Tax: $ TOTAL-SCHEDULE B: $ III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES (Note: Unit prices for all items, all extensions, and total amount of bid must be shown. All entries must be written or entered in ink. Show unit price in both words and figures and where conflict occurs, the written or typed words shall prevail.) Key: RC=Item for which there is a City of Renton Supplemental Specification SP=Item for which there is a Special Provision SCHEDULE C - SANITARY SEWER STUBS ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS- DOLLARS CTS C1 LS Mobilization 1-09.7 per LS C2 90 CY Removal and Replacement 7-17 of Unsuitable Fill Material per CY C3 LS Utility Relocations 1-07.17 and Protection RC/SP per LS C4 135 LF Ductile Iron Sewer Pipe- 7-17 12 inch diameter per LF C5 2 EA Manhole 7-05 48 inch dia. per EA C6 9 LF Manhole Additional Height 7-05 48 inch diameter per LF C7 LS Trench Safety System 2-09 SP per LS C8 LS Dewatering 7-08.3(1)A SP per LS C9 400 TON Gravel Backfill for Trench 2-09 SP per TON C - 1 III.PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SCHEDULE C - SANITARY SEWER STUBS (Continued) ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS C10 LS Television Inspection 7-17 RC per LS C11 LS Contractor Supplied 1-05 Surveying RC per LS SUBTOTAL-SCHEDULE C: $ 8.6%Sales Tax: $ TOTAL-SCHEDULE C: $ III. PROJECT PROPOSAL CITY OF RENTON City of Renton-Planning/Building/Public Works Department OAKESDALE AVENUE SOUTHWEST SOUTHWEST 27TH STREET TO SOUTHWEST 16TH STREET SCHEDULE OF PRICES SUMMARY SHEET SCHEDULE A-ROADWAY(Brought forward from Page AI 1) SCHEDULE B- SPRINGBROOK CR.CHANNEL WIDENING(Brought forward from Page B3) SCHEDULE C- SANITARY SEWER STUBS(Brought forward from Page C2) GRAND TOTAL FOR SCHEDULES A,B AND C: Amount in words of Grand Total for Schedules A,B and C: dollars and cents. BY SIGNING THIS PROPOSAL,THE BIDDER FURTHER DECLARES THAT HE/SHE FULLY UNDERSTANDS THE CONSTRAINED SCHEDULE FOR THIS PROJECT AND HEREBY PROPOSES TO COMPLETE THE WORK INCLUDED IN THIS IMPROVEMENT WITHIN THE TIME LIMIT FOR COMPLETION,AS DEFINED IN THE PROJECT CONTRACT DOCUMENTS. THE UNDERSIGNED BIDDER AGREES TO COMMENCE WORK ON THIS PROJECT,IF AWARDED TO HIM/HER,NO LATER THAN 10 DAYS AFTER FINAL EXECUTION OF THE CONTRACT AGREEMENT AND TO COMPLETE THE WORK WITHIN 139 WORKING DAYS. Dated at this day of , 199_ D - 1 } EPDXY FILL INLINE SPLICE DIAMETER = 7/8" EPDXY FILL t�4-7/8 --►1 LOAD LINE ' 1/4" FUSE 1/4. WYE SPLICE 1/8" O 0 1/8" CUTTING RINGS FUSE KIT SPLICE KIT FUSE KIT & SPLICE KIT DETAILS ti5Y' p ADOPTED CITY OF RENTON STANDARD PUNS ��N.r� IST DATE: 11/5/96 R/W LINE TYP. CONC. PAD ------- ---------- SIDEWALK CURB I � I N ROADWAY I � � o � E2' TO1'-2" I CURB 3'-6" --------- ---- - SIDEWALK H FACE OF CURB TO _ - - - - - - - R/W LINE ( CENTER R W OF POLE 10' MIN. I CLEARANCE FROM DRIVEWAY r ROADWAY ALTERNATE PLAN VIEW SIDEWALK H 1 25' 1 30' 1 35' 40' Sl 18'-3 23'-3' 28'-3 33'-3 PLANTER STRIP STREET LIGHT CONDUIT T 0.188 0.188 0.219 0.219 TRENCH DEPTH 24' z' ro a' f TYPICAL STREET LIGHT TAPERED ALUM. POLE 'T' WALL OVERHANG 1'-2" FOUNDATION LOCATION ALLOY 6063-T6 SATIN GROUND FINISH 'H' HANDHOLE 4"x6" OPENING 'SL' W/COVER k S.S. SCREWS GROUND LUG INSIDE POLE INSIDE POLE 1'-6" o 0 ! LIGHT BASE AND JUNCTION BOX LOCATIONS STREET LIGHT CONDUIT TRENCH DEPTH 24" Don CITYoOF RENTON ALTERNATE STREET CROSS SECTION ` STANDARD PLANS LST DATE: 12/96 12 96 REFORMAT TO 11".17' OCV DRT 11 92 TYP. STREET LIGHT FDN. LOCATION BCA n,�,,, i n Z r THREE LAYER VINYL ELEC. TAPE do PROTECTIVE 1" COATING (SCOTCHKOTE) Ref.: ITE TRAFFIC DETECTOR 1/2" FIELD MANUAL, 1985 LEAD—IN CABLE 2/C SHLD. J.B. O LOOP WIRES J t1 O x Q -1 Qf LL u METAL TAPE `i J.B. TRAFFIC OR SHIELD COMPRESSION AND SOLDER FLOW CONNECTION 0 TWO LAYERS OF SPLICING N U COMPOUND TAPE k ONE u 1, O LAYER OF FRICTION TAPE N Q J I TRAFFIC ~ J.B. c, FLOW E 3 L� O J Q J N LL_ U ~ INDUCTION LOOP WIRING AND LOOP SPLICING DETAILS Uti Y U� ADOPTED 11 CITY OF RENTON ♦ 1 J♦ STANDARD PLANS ��NTn LST DATE: 11/5/96 DATE REVISION I BY JAPPRTJ DWG. NAME: JR-33 SP PAGE: J038 '9 VAR. B B NOTE: TWIST EACH PAIR 2 TURNS PER F00T FROM PULL BOX TO END OF LOOP. THREE TURNS OF WIRE IN EACH LOOP, AS SHOWN VAR. ON DETECTOR SCHEDULE, OR AS DIRECTED BY THE ENGINEER_ INSTALLATION AND TESTING TO CONFORM WITH STANDARD SPECIFICATION. 3/8" 3/8" 9 1 1/2" + X 2 57�7'ASPHALT 1/2 LOOP WIRES TH] CRAFCO TYPE RUBBERIZED LOOP SEALANT A-A B- B X = 1/2" OF DEPTH FOR EACH TWISTED PAIR INDUCTION LOOP DETAIL U1'ty q� ADOPTED CITY OF RENTON ♦ �l♦ // STANDARD PLANS LST DATE: 11/5/96 DATE PEviSioN RYfAPPR DWG NAME: JR-34 SP PAGE: J039 ti Flush-Mount Ground Surface Monument Side of 6-Inch Diameter PVC Pipe — Excavation (Should Be Vertical and Cap Centered Around Stainless Steel Ball) Stainless Steel Ball Bottom of PVC Pipe Should and Spacer Epoxied be Flush with Top of Pipe to to Top of Pipe Prevent Soil From Running or Flowing into Pipe Backfill Around Bottom 6-Inches of PVC Pipe with Sand to Hold Pipe in Place Existing Utility UTILITY MONITORING POINT Not to Scale Bottom of Reference Rod (Used During Surveying of Monitoring Point) Steel Washers Epoxied to Bottom of Rod (Holes in Washers Should be Approx. 3/4-Inch in Diameter) Approx. 1/2-Inch Steel Spacer Stainless Steel Ball (1-Inch Thick) (1-Inch Diameter) Epoxied Top of Main Welded to Steel Spacer Oakesdale Avenue S.W. Extension Top of Phase 1 - S.W. 27th St. to S.W. 16th St. Existing Main Renton, Washington UTILITY MONITORING POINT MONITORING POINT DETAIL October 1997 W-7867-01 Not to Scale SHANNON &WILSON,INC. FIG. 13 Geotechwal and Environmental Consultants CITY OF RENTON � DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS ,p" 2" 2' A DALE AVE. S.W. EXTE 4 .5' S. 1 STREET TO S.W. 27TH E 2- T P ECT NO. 9P-102(0 -1 2. z.s• CONTRACT AMOU o OUNT:(Doga ) 2' BOER G MOUNT:(Dollar) ON AMOUNT:( of r) 2' z.s 4'p» CON R CTOR: (Name 3' 2.5• COM L TION D - TEMBER 1998 3' O�L'A TION r/�I ID IWRO 1�7 BOARD O' 4'x8' 1/2" Exterior Plywood (Smooth Both Sides, ASX) 2"x4" Diagonal Brace D.F. Std.&Btr. (TYP.) 7 p» ABOVE 4"x4"x12' Vertical Posts ROADWAY Treated (TYP.) (MIN) NVIINVII 3' NOT 1• PAINTING. THE FACE AND EDGES OF THE 1/2 INCH PLYWOOD SIGN BOARD SHALL HAVE ONE PRIME COAT AND TWO COATS OF EXTERIOR ENAMEL. THE POSTS, BRACES AND BACK OF SIGN BOARD SHALL HAVE ONE COAT OF PRIMER AND EXTERIOR ENAMEL. THE BACKGROUND COLOR IS WHITE. 2 LETTER TYPES. THE LETTER TYPE SHALL BE SOLID HELVETICA MEDIUM EXCEPT THE LOGOS WHICH WILL BE PROVIDED BY THE CrY. ALL LETTERS AND NUMBERS WILL BE BLACK. 3. LETTER SIZE. 4" LETTERS ARE 1/2" WIDE; 3" LETTERS ARE 3/8" WIDE; 2" LETTERS ARE 1/4" WIDE. h APPROVED BY: DATE: PROJECT SIGN DETAIL 12/97 SHEET: 10 OAKESDALE AVE. SW EXTENSION-PHASE IA DWG NO. C5 U (CURB RETURN DATA I 1 I PLAN AND PROFILE SHEET 0 __ - --L. ,r S ,--�,4 T.23N., �• �44't, __�_��.�_..�..._�._. _.�• STA. 30+80 TO STA. 36+50 12 of 96 t BEGIN 1/4 PT 1/2 PT 3V4 PT END i SW4 SE4 ~ _ I N } - L 4 + L 4 L 1 i a f ��� ~r ri IJ i I = L A I N4 1 t .41 1 14 I ( 1 111111 IT11 Z� gRIVL�AY i,(DW�3)t 4 PT t 2 PT 3 4 PT ENOFOR DETAN.S, SEE ! vt BEGIN / / / Z 11 242304-0001 �. w 3 + I AK A +66. + 0. + 3 + 4 3 + 1. I t I f If 1 ii X N w ca L 1.4 L 4t. L L j �, ! THE BOEINC CO.,, --_-_ i- • �, 7 t ff I ' w O J M 1 ELEVAT N• 1 -4 1 1 1 .92 t 4 1 i I { f r- r- L+ *GUTTER ELEV. AT FACE OF CURB STA. 32+80.11 40.92' vi N N L STA 32+17. 8T LT BEGIN SIDEWALK { END SIOEWA[;ft - o _ t _ ( I - _ I a RR Q LLJ N Z 1 �.• Y F F� 9 i li JN g o _ - , ' 2 �W � I _--' 6.5' SIDEWALK ,}� � �a J 6.5• SIDEWALK vt Y a vt 1 1 2 F OF CURB 1 --- --- ---- O w 1 1 + + --- ---- - -_- �f-_ - � ��--� �- _ -- -_ Pl STA- 3 +87.88 _ 6 - _ _- __ __ - a 31. " tB OAKE`SDALE $.W. 34 00 MONUMENT, CASE ac COVER 36 00 n n 32+ t 8'36�N 33+00 cis: 35+00 one c 404_ 1 33+15-23 7. RT- -- -- _ NT BE6iItAYTTRANSITiONT - , n __ _ e - _-� _ - — s _�G`--�- - — - 0o STA. 36+00.00 13.03' RT c E END PAV'T TRANSITION In �E z -- — — d� O1 CENTER OF CURB RAMP At FACE OF 6O NOT USED. ,+t - _ •" - _ Oat+a.�...�.n __— - CURB - STA 32+t 5.35, 39'ZT�s R1 iT'30F=WAY . x FOR CURB RAMP DETAILS, SEE DWG — z B f° UI C11, DETAIL C (TYP.). Q _ E Id O CENTER OF CURB RAMP AT FACE OF O NOT USED. -- - a- 7 ` C�1RA d - CURB - STA 32+81.88, 39' LT �- — _ _ 24 2304-011 5 STA. 36+00.00 33.00' RT ` V O3 CENTER OF CURB RAN-AT FACE OF RiE BOEING CO. BEGIN CURB do GUTTER Q -- -- 1 CURB - STA 36+39.26. 39' LT----- ^"--- __-- �^ 5 , d E,., 1' loot 4O STA 32+30.75, 67.81'-Ly -' O REMOVE CHAIN LINK FENCE WITHIN - �0 _ •, -, - LIMITS OF RIGHT-OF-WAY. HORIZONTAL CURVE DATA IT co END CEMENT CONC. CURB do GUTTER- ! t� �` AND TSEAL& ; ---'?-/� MATCH NEW CONSTRUCTION. 9O STA. 36+40.73, 40.69' LT ------ -�. P.I. STATION NORTHING EASTING DELTA RADIUS LENGTH REFER TO ORK,,NAL f 1 1 END SIDEWALK. y PULL-SIZE CONTRACT f STA 32+67.84. 67.6V LT -- - "`�' "" 35+87.88 71,509.67 54.078.26 06-01.38" 5,000.00 525.97' 1. DOCUMENTS DATED f -" BEGIN CEMENT CONC CtA79 do GUTTER-- t0 EXISTING CONSTRUCTION FENCE REMOVED �010EMKIt 1"71Al-.----- -- - MATCH NEW CONSTRUCTION. _ OOR TO THERS. BE REMOVED AND RELOCATED BY -� SE SE 4 .� a -- —.. +�• ....... ....... ....... ....... ....... ..... 30 200' VcQ. ... I 'd ,R h 8 - ........ ....... . ....... ....... ....... ... ... z r ......,2J:.........:.:.......:........ .... ....... ....... :..N n o .>., .�.. ,.i 5 W 0 IAJ > ZQ: ....... ....... ....... ....... m. m. ....... ..... ...... ...............:..''. ... 30x.... ... y ..... P.S.E. PfW�5*0 MPE•CJA-_ - - - ...... ... ....... ....... ....... ....... 3 Z — I I k it r III . 1L ( 6 w �.0: � .�........ ....... ....... ....... ....... ....... ..b8'i'riflRd'SS.. ....... �I. W •'�\` •.I.• 72 0 METRO:SS (TOP SHOWN ONLY)• ••1 -�. I III {TOP SHOWN•ONLY) - - - - - - - - - - - - - - - - - - - � - - - - lLE_ _ � - - - -- - -. - - - - - - - - . - - - - - - - - -.- o....- :�.......� .......`�.... :�.. 'ry: .. ..I.'O.. ...: �:�.. 0:0.. �:a.. ':r .. �'�.. n:r:.. ^:�.......n:aD.. �:b.. �:ti.. :�.. �� b o:�.. 0.�.. �;�.. �:b.. Im OD o� — _c ?ac- — n --- a n _ - -'n_ _ --� -'n- - _ —'n• ~'� q•— —r°_°— �•� — r°_�- -- — — _ — �~.•,aa-- — J r - :ao-- -4- '!':eC 4"ao - 4ao _ats - �4co - o "ti - - �D- F80 31+ ��1+ +00 +4 3 +8 +2 160 34+ 44 4 + 35+6 3 +0 +4 DWG NO. OAKESDALE AVE. SW EXTENSION-PHASE 1A C6 PLAN AND PROFILE SHEET CURB RETURN DATA':. E1v, 2S T.23N.. CURB RETURN DATA �'I-- i STA. 36+50 TO STA. 42+10 13 OF 96 -' `r__ Q F 1 1 i 1.11 1 ) (SIN 1/4 PT 1/2 PL I/4 PT EIS \\ •" "s W.M. �4 BEGIN 1/4 PT 1/2 PT 3/4 PT END TA. 40+81.58 87. J 1' I t o i A. +1 + + + + SW SE i END SIDEWALK At - 1 L 4 . L L \ I ESDALE A. 40+4 .40 40+ 60 4 + 4. 6 40+ 1. 40+ rj' \:ru' \ / _ L A ION• 1 1 4 1 L 1 L 44 L L 1.4 L �CONC. PAVEMENT. Z f- - ELEVATION' 1 19 1 .42 1 16.89 1 .12 END CURB do GUTTE� D ❑ - 242304-0001 Q THATCH NEW CONST; ,�• �� 0 2 ' ! _ pN' 1/4 PT 1/2 PT 3/4 PT END THE BOEING CO. 6 BEGIN 1/4 PT t/2 PT 3/4 PT END \= t rt L03 + AK A + .1 + .4 + +1 +2 A. 41+_6.04 41+ .62 41+1 . 41+ .28 41+4 . ` r - 242304-022 \ X N w EV I L 4 . L .4 L . 0 4. 1 L L 4 L 4 L L -- w J L ATI N 1 1 .41 i , 1 1 . , L j TH£ BOEWG CO. �1 A i N• 1 1 .41 1 1 1 1 we+._.. 1 I- v- - 1 •(', TT R_ E AT FAC CURB - - CD Q COMMERCIAL DRIV�'NIAY (DW-6) *GUTTER ELEV. AT FACE OF CURB DRIVEWAY (DW-7) - vi r- Of V) \ _ 3 4) FOR DETAILS, SE£` .1 FOR DETAILS. SEE d- w N A F SEE 4} I 1" 1 1_ Z Z I,` RIGHT-OF-WAY 1 CD ( F i/ -` Ln is s 3 Z + F F Lo -i to d _ 6.5' SIDEWALK I Q 5 - QLn 1 1 2 1 \ / OF CURB \ RAMP W I Q cn 1 - - w ( STA. 37+ T _ - _ - -„� - Q _ BEGIN SIDEWALK lAM 39 a J1�T�H-NEW-CONSI. ( '.l 38+ ._ _ - 1 37+00 - r- - _ NOS'43'02 Ei - ��-•- �-"'r - AKESDALE AVE SX o' <. STA. 37+10.45 444 R>::�-^ "' ----- y zw _ Y'c o_ � GIN SiDE1NALK 0 o E _ MATCH NEW CONST. (BYO f� 7V� E Z a L_�1 FACE OF 2 --' - _ _ ---s 6.V-9DEWALK Im c \ ---F CNIN TR T4 NF T F Wlo 1�- WHT ymmyp row�'lips S F CURB X 6 STA. 38+5434, jOAO'JS ,-. "" ao Q DR1 (Dy,�_5) I+ SET*wt �` + 1 1- S5T�A,37+09124' 391 LT ' N CENEI+T COHC`CURB dr GUTTER EXISTING CONSTRUCTION FENCE -- alN .- -1 Elev. ,rls , �j F DETA4$. SEE STD CH NEW CONSTRUCTION. Q REMOVED OR TO BE REMOVED a N ETAllS i x�' i 1 I )- 1 1 CENTER OF CURB RAMP AT FACE OF 1 AND RELOCATED BY OTHERS. xis C?, "CUR8 RETURN DATA" R OF CURB RALP-AFAR Q CURB - STA. 40+68.00, 39' 11 I EI CURB - STA. 37+16.18, 39' RT 1 Og CENTER OF CURB RAMP AT FACE OFF' i / Q EQ-^ FOR CURB RAMP DETAILS, SEE DWG d E-� BEGIN 1/4 PT 1/2 4*P[ THE BOEING CO. CURB - STA 41+2t.27, 39� LT I(n I(n , L A. 4 + + + ' C t 1, DETAIL C. Qj O -� .4 4 t 1 O STA 36+94.17, 65.48' LT 9 STA 36+EN7�,-'b5.93' RT ' END CEMENT CONC. CURB $ CUTTIER � \ ! 1, f . A I • 44 t 1 1 4 1 BEGIN CEMENT GONG_ CURB AE GU yMfiCH NEW �,DNSIRUGTION' ' (' • Fa+ Y _ MATCH NEW CONSTRUCTION. /tV R 1 �aREFERC SIGNATURES I 1 a .1 ' 2 \� 3+ 1 + Y y! 4 BEGIN CEMENTS CONC. CURB' L ' ' 10 STA 4D1 .47,ETCH NEW CONST� , 242304-022 i 11 1 4 1 iy AND SE'LS �EG�11 1/A 4 END 4 STA 37+p0.S9' �0136' RT �JTTE�t BEGIN CEMENT- CONC. CURB k R , t,FULL-SIZE CONTRACTY i + + 44 t .91 �;r... 1 4 - "'•� ..."'�" 4 �+ THE BOEING CO. oocurtNn atto i - - -�,- - MATCH NEW CONSTRUCTION. Q NE 4 SE 4 11 REMOVE 1St LF EXISTING CEDAR } OECEMBER 1997, A I N• �' 1 1 1 1 .1 \ SE + , 5 REMOVE EXIST. ACP, CURB A[ -'- PATH AND CEDAR LOG EDGE TO TE I *GUTTER ELEY! fAiPE OF_CURB - GUTTER AND SIDEWALK. ROADWAY FILL SLOPE. .. ....... ......... ....... ....... ....... ....... ....... ....... #� - ....... ,�o. .... z�..... ........ ....... ........ +..�. ....... ....25. .. 20 ..... ......... ........ ::. ....... ....... ....... ....... ....... ......... ........ . 24 P.S.E. bNOP a� �` co :BOEING -0.30% -PROP. WA BOEiMG .. .... ... .. .. .. .I..I .�: ....... ....... ... �.�. ... _ I O : • �I?-0 WAPROP.• • OEING PROP: 6•0 SLEEVQ • .. BOEING PRDP. BOEING PROP. Id•e CHILLED WA : : ►�-r BOEING bROP. 6'• WA �Q a '24'0 SD - - 2•e PO I n 6 ............ ....... ... ....... G 1.. l.�......:. o -. IRR .........:.1 0... ..:. .......:..... ..:. .. n ... .... ':' ':Ad�INC'PkOC�� 108'e METRO $5...Q+----80EING PROP. 9 :,. I' •: •�� 1 BOEING-PROP. \ : rOMM. DUCT13ANK I I 72'0 METRQ S$ (TOP SHOWN ONLY) I BbEiNG PROP.:8'e SS - -� 12'I VA \\� BOPNG PROP. 4'a HOT:WA L1 : (TOP SHOWN ONLY) •11� - BOEINC, PROP. 2A-:ELECT. DUCIBANKS �\ Y BOEING OP. 6 e BOEING PRO 0 DI SS - ... ... /r BO G:PR SLEEVE BOEi P :8� L _ I - - - - J : L :- - ABANDONED tY0 S$TIN FROM WEST) - - - - - - __. - _ - - -- -••- ... -- -•- _ ••• ... ... ..6. ... .. .. -104 5 ...... gig ...' ..�......... �... �... N. N.O' +: ••ry�• r o. ^:Q.. n n ^ L^� e N N_ g . �4. CO.- Q''00 $�:a n"� o \\�o• rn �yA o.� o.� .rT •cv -Ev ,o. �u• _n• 40 + 7+ 7+ \ + +40 38+80 9+2 + 40+ 4 +40 4 + 1+ 4 + OAKESDALE AVE. SW EXTENSION—PHASE 1A DWG NO. r\ C 7 . a"—� ter:,. CURB RETURN DATA PLAN AND PROFILE 2�r aTT231 , R ` ' .�A:� 6n»�, SHEET ,�� Se."r \ � ka4 � � 1 � STA. 42+ 10 TO STA. 47+80 14 of 96 BEGIN 1/4 PT 1/2 PT 3/4 PT END ` AK AL A 4 + 44+ 1 44+1 1 44+ 44+ \ 'T` R w \ OFFSET ITbT---LT4. L 9. 4 L 4 l L '\ 1 1 1T e EL AT N• 1 1 1 1 1 1 0 to 27 Z \ \�\ THE � � (pw_� oar, \ f BEGIN 1/4 PT 1/2 PT 3/4 PT END \ W 3 + \ \ \ a�� ` p�TAI�� SEE _ 'm' `,� \�. AL t .1 44+ 44.+ 44+ 4. 4 + ? S X V) W t\ \` r r- oo lr 1 - 19 LT 1 1 L 4 L 8 L 3 L - _o-- W d ` \ \ x,s- . ,r`> .+ - LEVA I N• - 41 t 1 19.40 1 2 •GUTTER ELEV. Alffi='-0F CURB-`-, ,�4�• „ �._ - \ 3 Owxcs �'• - r N \ 51i STA. 44+69 23 4 .75 �_ rn to LAJ 1n d \ '/` nry. •o ` c F BEGIN SIDEWALK S w Q O F + \ u - • - - -d .fix- s•.+4- casv t•1 �� I Q _ • _I t - - 6.S• '1- a4 Q Q !n - �— Z I s. i. s.••w- r - f _�5- -- _- f o \ o t �- °r-�' A K [EOM Q STA 46+21.61 a —� - 45+00 ENT CASE do C R_ aces - 43'02"& 1N \ 46+00p`` •' 0 n c ••�tK4 u-- _ /'Y.�c AVE.S.W. 2 i\ E—" S FACE OF CURB / PO 1 6�. �lly�l y 71 a W CJ' F go 'z lry s 4 U `�1 T rat-sd'x},a'wa cxs✓tr».�. 4> I �'� -�f ,w.,� f, xa � RIGHT-OF-WAY s Sono / . 242304-02Z czwrs \ a, s j Locs trypJ--� '� • \ THE BOEWG CO. I I fsr UVICD"•cJ—�. P UI x ,• r F \ I CONSTRUCTION NOTES 1 - MODULAR BLOCK WALL 'C" � d(� / r` "� t�-RE C!R{8 A[\ O5 CENTER OF CURB RAMP-AT.,FACE OF '' 7 SEE DETAILS. DWG SG7. j /a �\ ' GUT �AMp CURB - STA. 44+70 7 JD' LT- FOR FOR PAT _- ODI CURB RAMP.OE ��G J ' " ^' • �L� / � / \ / \ C 1 1, DETAIL' C TYP.). / i eery T `Y Ea; tl FOR • ,-- SEE'QWG 11. �, 1 rrxl or wrn a sKa+ATURFs �l o pf s AND SEALS ' 3 CENTER'OF CURB,RAA1� F "OF 6 SEE DWG +Ll, �tp ( J e: 9 I a �1 j ,� O Q ____� MODULAR BLACK WALL REFER TO ORK;PW ^ CURB - STA. 44+t4,82. '`LT / HORIZONTAL CURVE DATA /SEE IgDu . 01MG • 1 - III oIo-SIZE NTT�T� �� Pow a 4Q FOR'DETAILS• SEE STO-PLAN F005.1 7 EXISTING BIRD flEEOf.R/►WUSE TO c s / (TYP-). BE RELOCAT TNERS -_�--� NORTHING FASTING DELTA RADIUS ENGTH .1 \ }cR `occErecR ,a97� / CE a n �, SE 4 EXISTING CONSTRUCTION FENCE REMOVED ' f --� �� 46 .6t 72,538.74 54,181.29 09.56'58' 1,750.00' 303.891. *N OR TO BE REMOVED AND RELOCATED BY OTPI�RS. -;.>•; ��...-.- .�•� � �. ��f �� �, i'` a ....... .... .. .. ....... ....... ....... .. .... ...... .. .. ....... ....... ......... ....... .... ..... ..- ... ...:... .. ... .. .. .. ... ...... ....... ....... 450' VC m .........:.��......:.........:........ ....... ....... ........ ....... ....... ..... ..... ....... ....... ....... - ....... ....... ....... ... - ....... ........V.. .. ....... ... ..-.... ....... .. ... W �5 3 m � - Lw ra ..........29 .................................. ......t ...... ....... ....... PUMP VAULT, tbw9 CYloNS ......... ................... ....... ....... ....... ....... ....... ....... ....... s W PUMP VAULT• �2� o ( P.S.E. pI1OP. 6-� YPE GA �• _ F - -- g ....... v�... -.._'.. —. _. .�...r ..— ............... ..�: ....... ....... .!. ...... l rJ, o •'• .•.� •BDEINC PROP.: BOEINC PROP 8-s IRR P.S.E. PROP. 6• NPE GT1 y .•Lu i �6°e SLEEVE 80EING -T'-{ fTl I a : 8 e DIP VER -- oir- BPOEt P •. •• ... 10...... ....... .... t........c� ...... L: .. �� ..Comm� :.:.U... tF :b��...... ll �.... �� . -r,...........�.r.— ..... :10 c3�` OUCTBANK \ I ��� <, : `—BOEING PROP. . . � ELECI I PUMP VAt1lL •72-e METRO:SS _ \y : BOEM PROP. ELEC. DUCTBANK:A DUCTBANK:B r; \ BQEMG PROP.: fn (TOP SHOW ONLY) M SS L \� • ETRO : COMM: OUCTBANK : : : BOEINC PROP- ELEC. DUCTa&NK B \\ OP SF/OvN ONLY) - BOENC PROP.:E EC I: �• - - �- - - - — y — — - - _ ucBAWA : 5 �..—.. - - - - - - - - -.- - - - - - - - - -..— ,�, ... �:CI.......� ........ .......... ...... ....p.. p ......... .—..,...........A........ ........: .D T......� .. .�.}.. �—.. .^:ID.r..—.n ,,-_.�.-�.�-.....o:o. .. :,A....... :a.......':m....... .........0.......�:..... ♦:N� � O,.p OR nL: \\\ff O:�111,,, \��L,0,�:� p� g,p 10;� ^� �� .-�-i,.�. ..� '.� � �•N O^ p \1:a•-D O:N t`:0 m KT:,p 'r:,p 1 �:/C� I":F: �T:h �.n N� m:p C�.aD b:m m:0i �.p� �.rn °'1:0 �:� �_:� r'� O.(,� ^•� N:ri "T:�i 'TT:e ^:a rOs _— �-_,r— f)L _.- _-N_ _.^.P4 _— _:(Y— -_ .�1� ^ 1 '^-fV —:N —:N —:� —:N .N z 4 +4 4 + y 4 \ T 43+ 44+00 4414 44+80 454- 0 4 4 464- 0 \ 46-� 46+8 47� 47+ 0 WA EN lIKOeNeA roe a.e-.roo INCREASED PAVT RE MOv AREA ur cuae. MAB : T BSK >'� OAKESDALE AVENUE S.W. EXTENSION DEC. 1997 '"""" +'-zo' """ ""'" A® CITY OF PHASE to - S.W. 27TH ST. TO S.W. 16TH ST. �AK •� PENTON W' DATUM PLAN AND PROFILE p r—,,,,� Plann;n9/Bu;ltl;ng/Pubt;c Works Dept C8 NO REVISION 8� DATE APPR > -• Gregg Z,mmermon P.E.• AdminlsVotor STA. 47+80 TO STA. 53+70 15 96 i... 24.808 Z�O gg y /1 N17.83: �• ,` f Co pf O'244iz ........ o s 4Q N LINE o I �; r' ¢yf\ 17.93 24.988 \\ % � u I BEGI BRIDG \ \ (` (n e 17.57: \ O 1 16;94:..................... 1 ' \ �\ \ \ Obi,- 1391 CD IL (i py . .................... cu t�1.54 .................. . ........ 24,648 _ - rn c� n 2424 vr� C ,E\.... m i e�T• mac^c© v Aw uA 1R - fT p A � \ C � !ram 10.70 1. r�i O e `' m I \... x n c� I r r 17.02 ........ .23.900 r�l ri END-BRIDGEpp? Ln STA.49++92 41 1 \\ N 1718: 0C �� 1 p 23.560 tn-. 1 V \.r� yn .� ,,..,4 23.175 ^` • O 18.47 + z2.i45........ .... .. A • � 18.88 ....... ....................... ....... + 21.289 ., az + 21.749..... J � i CID o m � + 19.00 I. ob z A / I z 21.182..................... I .4 .. PVRCS:'51+65' O " 20 597•.........:......... ...... ..: cZi n ' ) + m > _ J] O V C �- Z fir' < < ' , 10 o O O ' I n 18.15 > a toa � •........ .. ..... . + 20.055. .. �. / �, > d Un IA 00 +� 1197..5857 I I Z N1. O PV STA. 51+70 a +�N cm r\ ELEV.:19.08 �j i u >n ,9.,oe f = O ♦ I r'.' -Gj 1 cr 18.705 ........ o.. rn - 3 I O 6.15: ..... ...—.� � sTA..Szcz 8. ... ....... ���_ $ _J [ . _ `� ���_ -- 'tea•-- _ � 'i --_ _ 18.347 EX 48-0 CS TYPE 2 -------- -r-�� RIM ELEV-14,38 I.E; (OUT) N 9,75 EVCS: a12+35 ._- - IQ 17.62 EVCE; 48;1t c=— - c. are-w __ —« A 18.034 ..... ,.`. c- B.W.wH ST. `>}+�T;�Et�---�_ D p 17.71: I :I> �' ..... _`z; rAt,! S(RF( 5834'3t1N a ------ -- ----. D --act r r r — — — i STA. 52+76.3 p _ _ 17.37. CC—� .....`."... .. EX; 4'I CB T} e 2.... ..... - _ - - S 1 ?t Vl 5 p : �_. V..7�..7r1a4sfRII' re�r.r D 17.434 Z k 16.93 '• :....�...:... .....:. N —'4+ tm=; t� q.t1 } mb ,+�� N Z I t) .... h (� ti ZLAy\ ''�; D + 16.36:....... .. .... ..... A o D i -P �0 m11 l0. •\ V1N t 1 1\ ( FI B t. �) 15.76 .........:..... .......... ....j .................:..m N Crn� �i C)a 1 =1000, 1.`•.1. ............................................. �.:.......... �1neM > wv7 1 Ke-(,WLltAM " O :tl1 :O FtT :O :U+ O -(r'i ut!u ul (7) a OAKESOALE AVE. SW EXTENSION—PHASE 1A DING 1 1 MISCELLANEOUS DETAILS & SHEET SUPERELEVATION DIAGRAM 18 OF 96 V OAKESDALE AVENUE SW SUPERELEVATION DIAGRAM Z_ o, Ln zm �3 e 8 cC! , !o w N I i o N Nr wp 4X _ __ _-- + + + + RIGHT EDGE OF__ + N X 4X wN N O --j------T --� o -- -T------ LEFT EDGE OF PAVEMENT }X` ---1__—�'-� PAVEMENT 4X' w d O Q = Q N Z J OX + + + L$ JN � --- - — LT AND RT -2X Q w w -2X -..-RIGHT EDGE-OFPAVEMENT -3 --- -- - p 1 N 0- LEFT AND RIGHT EDGE I FF PAVEMENT `T�E�DG�E E� Y Q (/) -4X _-- ---�---- _ _ _i_ _ ___ PAVEMENT 'OF -4X oN 8 8 8 8 8 CO S 8 e 8 8 N 8 8 e 8Y Q o 0 0 8 _ + + + + + + a + + r + + + r� a) O) O (V n Y to 'n 10 n rn 00 O% n O N IA Q_ n n n Y Y Y Y + Y Y Y + Y Y + �n + U V - Q. a a a .:g 8 PREMOLDED Z Y JOINTFILLER � 3 3g (TYP.) NOTE: CONSTRUCT CURB TO BE Z eW 6.5' SIDEWALK INTEGRAL WITH STD. E-W a'a 6':::� APPROACH SLAB AS SHOWN. Umo 2% E E VARIES 71 0. r ` e BRIDGE aSLAB W/ 40- SKEW. O SEE STD. PLAN ADD NG �( IN SPECIAL PROVISIONS. R T � O $ I'36 BRIDGE APPROACH SLAB DETAIL B L s, E' C C 8 7 �? 1pTE z �\ 6'-0' MIN. ` 4" CEMENT CONCRETE MATCH EXISTING OR END SIDEWALK a OR ASPHALT SIDEWALK PROPOSED SURFACE m < AND RAMP 121 ASPHALT CONCRETE IFS S�OJ��F� 12:1 SLOPE IN CURB `o pS ZO � 5� s m �PpF.a PER STD. PLAN F005.1 SECTION A—A 12:1 SLOPE IN FOR ALT. CURB RAMP SIDEWALK do CURB Q 1 CEMENT CONC. OR ASPHALT CONC. RAMP A C2, C9, C10 CURB RAMP DETAIL C C5, C6, C9 >n N � z , FOR � I SKNATI.RES i NO SEALS. ; r / REFER TO ORK.RML FULL-SIZE CONTWICT DOCWIEMS MTED / ��DECEYBER tp97,� 0 z N OAKESDALE AVE. SW EXTENSION—PHASE 1A DWG NO. C12 o SHEET DRIVEWAY DETAILS 19 of 96 , OAKESDALE STA. 26+14.38 N \ ^� / 'Dw-2' STA. 1+00_00 ZSEf N (rN.Kr7l+ - � - Z �. r�,a,1r7 \ ` —� 26+00 !yam MATDCHAPA�VI+NGHIBYCOTHERST.i / B GIN URB w 3 s%"6'9 OAKEBDALE AVE BW. do CUTTER X N N N00'18 36'W END CURB w � - 1 �U Q ' \ �-+ 1 RIGHT- -WRY I 5' (TYP.)J �J to4V±ALK BEGIN GRAVEL DRIVEWAY ;tr> GRAVEL R w 3 RIGHT-Of-WAY a,. Q \ ,-- DRIVEWAY ---- �' -- r- Vl a Y Q -` RIGHT-OF-WAY 1 + -- -- w p - - \ 7 - - - 33+00 — 2 /aor 30' CEMENT CONC. \ Zt 1 32+00 a COMMERCIAL DRIVEWAY I \ at� , NOD'I8'36 W _ _OAKESDALE STA. 26+00.23 = APPROACH PER STD. > 11 1 - 90' PLAN F006. 0 11 e 'DW-1' STA. 1+00.00 \ o; , �� ESDALE STA. 32+48.39 = o OAKESDALE AVE B.W. 00 -3 STA.-1+00.00 NOO'1B'36'W �" ;$ PLAN PLAN �z PLAN 'v E �E DRIVEWAY DW-1 2 DRIVEWAY DW-2 DRIVEWAY (DW-3) C5 au C4 e� 1 D' PVI STA = 1+38 h In PVI ELEV = 17.936 rt OAKESDALE n A "T InA.D. _ -2.00 + ^ao K = 5.00 PVI STA - 1+12 vi PVI STA 1+51.14 w PVI ELEV - 16.675 PVI ELEV = 17.410 tv V A.D. _ -6.00 A.D. = 3.00 U Cj OAKESDALE v� ¢ E OAKESDALE K 1.67 K = 3.33 10' V - --- - ----'t-- --r^.___ PVI STA = 1+4 3 ~-1 ti { 10' VC PVI ELEV - 14.195 A.D. - 6.50 Grp K = 4.62 -- -- - i-- Y-----t — --- ... :_ -- 20 20 0 r-� r. ^ 30' VC I I STA 1+42.00 tii w m rn APPROX. GRADE Zi e I du END GRAVEL DR AY u ,� .- + '? ! BY OTHER S x a YANTAINI LOW PT. dt _ _MATCH EXISTING_- ___-- ? i TCFi�I(SiFf '-` `" v o^o, (�j r:i �. - ,_� STA. 1+6 .00 16 16 16 1 END ASPHALT CONC. MATCH NEW CONSTRUCTION (BY OTHERS).EX. 02 BY OTHERS THIS CONTRACT to ! ! I 1 STA 1+64.00 I�- + END GRAVEL DRIVEWAY + -MM KWRSE_JLOPE DRIVEWAY APPROACH SHOWN. t2 MATCH EXISTING ---.--. +o o n ^ n n �_ h p to to N ,rn N N o r ao Im N o, ----_ o ! p N' O tD O +p tT ^h Ot Y n N. M h tDco O N f i v: OI �) h, N_ n n f` / FOR O - < Y+ AND SIGNATURES K -- 2+00 1+60 1+20 1+20 1+60 2+00 2+00 - --- 1+60 1+20 4 REFER TO ORIGINAL j FULL-SIZE CONTRACT f DOCUMENTS DATED / 70 co rc SCALE FEET PROFILE PROFILE PROFILE ;=CEMRER ,99 cc 20 0 20 40 NOTE: 10:1 VERTICAL EXAGGERATION g OAKESDALE AVE. SIN EXTENSION-PHASE IA OWG NO. C13 6 V SHEET 0 r �y , � / ► � DRIVEWAY DETAILS 20 of 96 N ! 1 i 1 ND PAVING THIS CONTRACT i 37+00 - - •' \ ZO T_ �- I s HATCH PAVING BY OTHERS). tD tt N CURB ' 1 OAKESDALE AVE S.W. a 1 1 w 3 1 GUTTER X N N ` OAKESDALE STA. 36+78.12 w O Q I E S' ' 1 BEGIN SIDEWALK 'Ow-5' STA 1+00.00 MATCH SIDEWAL ? 3 ( (BY OTHERS). I 1 1 T AY :D_ BY OTHERS) r `t ? Q N W / DRIVEWAY AP ROACH, PER RIGHT-OF-WAY M Q z Q ' �� STD. PLAN F006. Id QOf V) , O / RIGHT-0 Y SI WALK IDEWALK V) I BY OTHERS). 3low Y OAKESDALE TA. 36+78.62 = a 36+00 bW-4'STA_ 1+00. N CUR t` z IN CUR 40 37+00` 1 do GUTTER O do GUTTER w END PAVING THI CONTRACT �/ 'ITV OAKESDALE STA. 38+06.23 = MATCH PAVING BY OTHERS . , rf- DW-6" STA- 1+( 100 OAKESD AVE.S.W. � / / / I38+ O aE aw PLAN PLAN PLAN O bE �N DRIVEWAY DW-4 5 DRIVEWAY DW—� 6 DRIVEWAY (DW-6) C6 C6 C6 D� J r� z T CL OAKESDALE (j OAKESDALE dlg (j OAKESDALE --- toe 24 n � iG h + *NOTE: ADJUST APPROACH GRADE AS NEEDED TO pn + n + ^ ! I + - x STA. 1+70.00 _ MATCH NEW CONSTRUCTION (BY OTHERS) j u END ASPHALT CONC. MATCH NEW CONSTRUCTION > r ---- )20 20 x x �� BY OT114m - TA. 1+39,50 < to �� END DRIVEWAY APPROACH L^ W 5 k ; ��� MATCH NEW CONSTRUCTION (BY OTHERS) -- - -2. z 20 - -- _1.50 0.63 APPR X GRAD (BY OTHERS) TA +7 END ASPHALT CONC. ;i` 16. ../ ���\ A �� m MATCH NEW CONSTRUCTION i { / BY OTHERS m��m�i (BY OTHERS) i 4.00t — APP X RA (BY OTHERS -- $ PAVING PAVIN -- —� PAVIN PAVING PAVIN PAVING16 L BY OTHERS THIS CONTRACT) THIS CONTRACT BY OTHERS BY OTHERS THIS CONTRACT ^o I ^o v + Q + + ' N 1 n Yno 00 f nY t 10 N 1----1 t0 OI O0 0 pj m tD —C c FOR /1 SGNATURES AND SEALS. C 2+00 1+60 1+20 1+20 1+60 2+00 2+00 1+60 1+20 REFER TO ORtOtHK J \FULL-WE CONTRACT UDOCUMENTS < PROFILE a/o c PROFILE PROFILE �`°"�"�R "�''� z SCALE FEET �� J c> 20 0 20 40 -NOTE: 10:1 VERTICAL EXAGGERATION ING a F rr OAKESDALE AVE. SW EXTENSION-PHASE IA DC 1 4 U ~ F SHEET DRIVEWAY DETAILS 21 of 96 STA. 2+68.69 20.00' LT END CURBk GU > F- \ / 1 1 END SIDEWALK MATCH EXISTING Z= 0 Z \.� STA. 2+65,37 END A HALT CONC. ROADWAY X N En 8 PAVT. MATCH EXISTING i STA. 2+59.47 14.13' RT e ;a, In o STA. 1+ .31 N /' D \ ` \ \ END CURB k GU TER r. LL) BEGIN/END SIDEWALK. 11' LT/RT \ ; MATCH EXISTING _ D 2 MATCH EXISTING \ 1 y� w 3 END PAVING, THIS CONTRACT D CURVE DATA MATCH PAVING (BY OTHERS). R = 50' w 3 < 2x a i < \ -� 3� / 51'5022� J V) \ 4i O ( Q \ \ R04T c7/'-1MAY `���_T�, 9 *NOTE: WARP PA T A_..-TAT i`'� 4' CSTC w w�r.+rc« 1 , EXIST, A ALONG In a �f �� '{ 9Ean�510EwAac— _ ���'oo8�ooa'� o b -1.GRAVEL BRROW R 6.5' SIDEWALK z �;�>f•o,IL�. °�ii 8.5' SIDEWALK 6.5' SIDEWALK COMPACTED SUBGRADE OAKESOALE.STA. 40+97.34 � a°E - `�"� 90' bW-7' STA. 1+00.00 ---_-_. -el -r{ +4 P I f OAKESOALE STA. 44+33.08 - f� Z m j 40++� 1 4 + 'DW-B' STA. 1+00.00 w N05.43'02'E _ _ 1 `� 90 45+00 j f GRAVEL DRIVEWAY A v� €E %a4+� OAKESDALE AVE S.W. \ �� OAKEWALE AVE.S.W. Ct 'E %. y PLAN PLAN °k 7 )DW-7 DRIVEWAY ( DRIVEWAY (DW-8) c6 c7 �� F .OAKESDALE PVI STA 1+43 OAKESDALE PVI ELEV 18.86 'Q '•� A.D. _ -3.57 PVI STA = 2+24 K = 5.60 24 PVI STA = t+65 50 -"-----�T 24 �- i PVI ELEV = 17.05 j A.D. = 3.24 I I j PVI EIEV - 16.87 pyl STA 1+37" 20' VC� � K = 12.34 I A.D. - -2.50 PVI ELEV = 16.09 { { .. .K - 800 AD ii.-5.00 { 40' VC — ,mac + 1' 24' 1.5' + � I LEGEND 8' i tt_ p,p I 20' VC K * 4.00 1 m 1 2' ACP CL. A 12' 12' & d d 1 0 in cj 0 2Q I I + N — I __ � 0 6' ACP CL. E a di ° n^ _� _-_ 20 I N N 20 03 4 CSTC 2% 6 2% < +46+ E t STA. 2+65.37 I+ v j Q GRAVEL BORROW g� J 0 V) ``' w^^ END ASPHALT CONC. Z, W I 1 33X Q 4' SIDEWALK — — — — — — — — STA. 1+89.32 �'�' ^{— MATCH EXISTING _Z,y4 _- © CEMENT CONC. 5 1 END ASPHALT CONC. - + CURB A: GUTTER 3 2 XI TIN m MATCH EXISTING f i { — 1. GRADE 0.5 — _ a +- 16 _..-- -- r— PAVING 1— - — 16 SECTION B o } PAVTON CONTRACT NTS C1`J i THIS CTRACT i { i I i 1, o �O Oft ao'n r0'n N°' °p r1'n p fV n n 1 10 11 n ^0 0 aD a cv ♦ a ro do ^0 O v pp n co ao N m O� rn b n ^^ '�v N tv N O v1 °�0 '►r "T r. 0 N W tp tC IG� t0� ^ r0� ^ri ri^ ^^ n^ 1000 �m NCO bra BCD MR �♦ m — _ W.tMTURES I AND SEALS. , 2+00 1+60 1+20 2+40 2+00 1+60 1+20 4 REFER TO ORIGNAL t,FULL-SIZE CONTUCT ♦ pDC11YENT5 DATED tf SCALE FEET PROFILE PROFILE ♦`"----- �97' U 0 20 0 20 40 z NOTE: 10:1 VERTICAL EXAGGERATION OAKESDALE AVE. SW EXTENSION-PHASE 1A DING NO. C 15 N DRIVEWAY NOTES SHEET 22 of 96 V) z= o� N-- W N DRIVEWA Y NOTES X LiIO w 3~ ~ . N N z a igw w�_ ?-, r, 9 T N 3 a LLJ N �o� ev �' u✓ O✓ V r cd Cw LJ Q! 4 e �' O Q Q ao= 0�, a A<2�, a. a'' o o 4 �o $ o� Cs.Z g DESCRIPTION Q Q of REFERENCE STATION `` `` '` > Z O O Z O O z z nw J J J V E-W a n s DW-1 26+00.23 LT 20 - 42 - 1 - 2 - - DW-2 26+14.38 RT 20 - 64 - 6 34 28 DW-3 32+48.39 LT - - 45 - 29 29 41 23 68 MATCH NEW CONSTRUCTION BY OTHERS 'II o DW-4 36+78.62 LT - - 45 - 71 - 47 26 77 MATCH NEW CONSTRUCTION BY OTHERS a DW-5 36+78.12 RT - - WACP - 60 24 70 MATCH NEW CONSTRUCTION BY OTHERS DW-6 38+06.23 LT 32 - - - - - CONSTRUCT APPROACH ONLY. D W TO BE CONSTRUCTED BY OTHERS. 1 DW-7 40+97.34 LT - 22 - 41 23 68 MATCH NEW CONSTRUCTION BY OTHERS `1 {a DW-8 44+33.08 LT - 24 380 89 49 147 DRIVEWAY SURFACING BY THIS CONTRACT PROJECT TOTALS 443 308 145 430 el 5 Y a n w i v o Vf /� ' FOR �% I � w F, 2 / SIGNATURES ♦ yAND SEALS. ; NCFER TO ORIDIN 1L ♦FU.L-SiZE CDNIwKT 1 a ♦ DOCUMENTS DATED / o %DECEMBER IN7// rY 0 z 10" DWG. NO. 1O„ OAKESDAL E AVE. S.W. EXTENSION-PHASE )A SG 1O CHAMFER (TYPA WALL DETAILS SHE£r a = P = I SEE HANDRAIL DETAILS THIS SHEET I I 32of-96 N 6" CONSTRUCT RAILING TO = } DIMENSIONSE AIIATLOCATIONSO` ON NWHERE Z �_ 6" 6' 0' I RAILING SEAT IS CONSTRUCTED _ WITHOUT RETAINING WALL BELOW. N i LIMITS OF SIDEWALK of REINFORCEMENT SHALL BE AS SHOWN Z IN TYPICAL SECTION,EXCEPT R3 SHALL 3 RAILING SEAT I M ��" CHAMFER (TYP.) BE SHORTENED. PAID AS "RILING SEAT''. gl� w 0 J �-SEE CIVIL SHEET FOR R3 •4 0 1'-6" DETAIL = i SIDEWALK DETAILS I RAILING SEAT FINISH GRADE 0 3 Q 1 R2 •4 0 1'-6" OAKESDALE 48.56 L TO 48.86 L AND BACK OF WALL N F- —� S.W. 16TH 9.27 R TO 9.35 R f P� 7 R1 •4 CONT. W/2'-0- MN. SPLICE -A F � r e� a N Q LN J o INSTALL MINI CAP UNIT / Ui J 3 3 VARIES —ALL WALL STATIONS, IN ACCORDANCE WITH THE OFFSETS,RADII,ETC. ARE SPECIAL PROVISIONS OR AS f o N AT WALL LINE. DIRECTED BY THE ENGINEER. w I SEE THIS SHEET FOR RAILING 1 a� Y USE ADDITIONAL COURSE OF CAP SEAT DETAILS UNITS WHERE NECESSARY TO RISE r pw TOP OF WALL ELEVATION ABOVE -4" (MIN.) 32�'i N BOTTOM OF RAIL SEAT. - a aNOTES' -CURB 6 GUTTER OR APPROACH MODULAR BLOCK WALL EXISTING GROUND CONSTRUCT RAILING SEAT 4 HANDRAIL SLABS WITH INTERGRAL CURBS AT LOCATIONS INDICATED ON AS SHOWN IN THE PLANS. $o WALL ELEVATIONS. _ GEOGRID PER ¢ Z c R/W _-- ONNSTT APPRORUCTION DRAINRAILING SEAT BAR LIST F 3 w -2" ACP Cl.A• U d ALL REINFORCING SHALL BE AASHTO M31,GR 60. TYPE 6 EXTRUDED g MARK SIZE LENGTH ALL DIMENSIONS ARE OUT TO OUT 4" CSTC•I BAR CONCRETE BARRIER CURB `r 2•-9 101," FINISH GRADE 0 R1 4 (a) STIR. --_� STD.PLAN F004• FRONT OF WALL g 89• 2?/ EXIST.GROUND 0 I 7" 71 S R2 4 (a) 61�.. � 6•, PARKING AREA I. 7 R2 0 0 R3 4 (0) CONTRACTOR SHALL OBTIN ENGINEERS 1' 0' 3'-0" APROVAL OF a) DETERMINE FROM PLANS ;o MATERIAL PRORHTOFTHEDATION PLACEMENBTGOFDTHE o LEVELING PAD.IF THE FOUNDATION SUBGRADE ITEMS ONLY o WALL F MATERIAL DOES NOT MEET THE APPROVAL OF THE 6" THICK O 00 O ENGINEER THE MATERIAL SHALL BE REMOVED LEVELING PAD R3 AND REPLACED N ACCORDANCE WITH 2-09.30)C ( OF THE STANDARD SPECIFICATIONS. TYPICAL SECTION • o 94 MODULARB BLOCK LWALRL MODULAR BLOCK WALL Z A NTS Yi. Q '" TYPICAL SECTION WALL AI EAT NTS m v v ElIXCAVATTIONCN"CHANNEL E HAUL„ V z m -TOP RAIL 1.90'' O.D. BALUSTER - 0.840, O.D. jSCHEDULE 40 SCHEDULE 40 1 4 4" O.C.--- r-EXISTING RILING EXMITS OF CAVATION ONSCLLASSUAEINCL.HAUL" N a x a a / LIMITS OF "GRAVEL BACKFILL Q o POST- 1.90" O.D. FOR MODULAR BLOCK WALL'' SCHEDULE 80 > BOTTOM RAIL HANDRAIL NOTES m LIMITS OF UNIT FILL. ALSO w n SCHEDULE O.D. ? ��., 1. ALL RAIL MATERIALS SHALL BE 6005-T5.NO SUBSTITUTIONS � USE UNIT FILL TO BACKFILL UNITS. o SCHEDULE 40 C FOR HANDRAIL MATERIAL WILL BE ALLOWED. UNIT FILL INCLUDED IN UNIT PRICE OF = TOP OF <R "MODULAR BLOCK WALL." RILING SEAT 2. HANDRAIL SHALL BE WELDED SYSTEM WITH NO EXTERNAL SURFACE WELDS. 4„ '--WINGWALL 3. BALUSTERS MUST FIT TIGHTLY INTO TOP AND BOTTOM RAIL. ® OTH ANSESPECFOATIONS.KFILL AS SPECIFIED ON PLANS Z -e / 4. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS J io 6 �.6�I SHALL BE TRUE AND SMOOTH. a j —SLEEVE a" O.D. SCHEDULE 40 ~' S. MATERIALS SHALL BE PROTECTED DURING TRANSPORT AND GALVANIZED STEEL.GROUT PIPE IN PLACE 1I AT ENDS AT WINGWALLS AT S.W. 16TH INSTALLATION TO AVOID DAMAGE TO THE FINISH. ♦ice 'eR ++� WITH EPDXY GROUT. / SIGNATURES % 6. ALL ALUMINUM PARTS SHALL BE GIVEN A CLEAR ANODIC COATING r AND SEALS. Z 5'-0" MAX Q AT LEAST 0.0006 INCH THICK AND BE HOT WATER SEALED AND tRE�ER To ORIGINAL J i SHALL HAVE A UNIFORM FINISH. t ULL-S17E CONTRACTI a l 00CW4NTS GATED I 7. WELDING OF ALUMINUM SHALL BE IN ACCORDANCE WITH THE DECEMeER 1997 CURRENT AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL HANDRAIL DETAIL { SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES d TRAFFIC SIGNALS. ++-,•,,,-- €•a NTS 8. ALLOW FOR EXPANSION AT POST EVERY 25 FT. OF RAIL. �_ FF & a OAKESDALE AVE. SW EXTENSION-PHASE IA 0 G NO CONCRETE INLET DRAINAGE PLAN AND PROFILE u n T 1T D 1 r�i STA 17+75, 32.5' LT. SHEET -- ------- -- RIM 11 7.1? STA. 13+65 TO STA. 19+40 35 OF 96 TYPEt CB TYPE 1 . + I.E. (Ours E 14,*. U1 ! f ! o urE STA 16+50. '' .5 LT. j ry ,• .h,W.acrc Lr Posr I t ` S A 15+50.0, 37.1 LT, t O= oroErz �� �GAI $ i j 1 RIM {5.60 RIM t6.49 i - Z LE. OUT E!14.10 � lS •- --v *comma NOTE: DASH�INETEYPE DEMO S `� i LE. (OUT) E 13.67 ( ) _ �--•--+-"'LJ PHASE t� 2 suRor� +svL1 s -- V�1 1 t wr r`"8 _ �F f� Z^ CO�LSTRUCTION (N.LC.) (1 i Ne;. \ F XN p ------------- 6" MP£ IP X e'er ' -_ -X- -_ - -" r� core R nba; O uj - r� - - ---- es, ,swu- x P i __ , 1 3 Or p ---.--:_+ -•os rE eo;s--rm ° �' 1 Q - -- Vv�-� --+-- -'--- -- 1 - CONCREFf t►iIET � - _ + �i -____ EX. CS 13 -= �At--. - _. rs ac W vi r Z (� _- -_ - e ' + �- �: rreE H O�AI 1 A t 9+00. 3 5 LT. .-1 N Q E s. r REMOVE EX. PIPE. 22LF REMOVE EX. CS ^ "� F w p i ! UC1- Au r PLUG EX. PIPE REM(jYF., PIPE, 35L� o RIM 17.74 p C8 0 T Z �- 11 I coma vr�wp�=`-' eeo PLUG:EX.K+JI'E _ „ 1 _ ` A aw. I.E. (OUT) E 14.64 Q ji w^ Ln _14+p4 -I •em-:e�`r�-4400-- -- 16+00 ---� t7+00 +�cs -- _ 1�fDD-� -, f 19 - _-,. 1 F Q ---- _ u - -n rc ss s- r anon SS- s ---- - --S' •-- - - w a_ _ S ND1'15'14'E 7 ,• `o -. _ -' �Wi w3 � M G1 \~ W N _ Z mz Q N Z sl C-C/F F F F /F C/F �w I ¢ C 1 'f1NT �- ~ ;� CB TYPE 1 a r 1 8 TYPE 1 > N w as+ A' S0, 3Z.5 RT. - 3 Y< , I I •- - - STA 15+50.0, 36.0 pusv- - - 40 C A 17+ __ .._. _ . v✓. s I I -- s C8 TYPE 2 - 72"a w BAFFLE s �._ -- w 1 - - - - -- STA 19+00, 32.5 RT. - ---- - - ---�. 1 ------------------ - Q. ----- � 17"0 DI - ----------- -- A f +31.0 36.4' RT. STA t 5+85, 0' �' C ,,,, ,\ _ C C STA 17+91.6. 99.6' RT. I.E. 13.61 I I.E. 11.60 / 34 LF 12'i LCPE :v / a h SIDESLOPE VARIES -. I.E. 11.60 I Cz,Z CAP PIPE END QUARRY SP P ; / 7 G O 0 887E = z .',. •0 TOP p = QUARRY SPALL PAD ` L-10•. M Owl** r I _ Y � ST�A<E WY1r` L=10', w_=7', D=t' y W.O. POND 1 FOOTPRINT LINE TABLE t1 I1 _ (� > YYr1 , r 3OLF 18 • LCPE O -1.67% 1 F r• - a�xxeL.aa. T v > ti �-4 LINE DIRECTION WSTANC ,a. -. s eus<Ls• a �. \ x aowus STA 18+18.0. 1 12.3' RT. 1 W as L1 S46'36 35 10.00_ i° r $ �:, 'r . `�a LE. 12.10 L2 N09'13 08 E 26.94• v 2,TwE1-'8 ♦` ... .. . . �j £l 'Jr60" " " " " " QUARRY SPALL PAD E o ' ' ro•r--- r ESS RAAaP. .'. 8oltOM• .C`4 .'ST7l.'J7tJ ,1.:.90,6`. . L=10�. W=7'. D=1' I a. L3 NO 16 53 33.37 _ F BTA: -15+97•.0; 83:4'•RT: �. . . . . PT.. . . . . . . . . . . . . . . \E L4 NO2 59 E 30.31 I ,� I ► 7H:IV'MAX.'SLOPE RAO..pt . • • •• • . ' ' BEGIN V-DITCH .. . . . . . . . . . off, LS NO3't653 26.42 ', `� j tP. ? ....y.•...C�. STA 18+50.5. 127.9' RT. 1 ,11 c o L6 NOS 32 05 E 59.53 f s ( 4 / - _> PC v-DITCH a: L7 S73 09 01 E 10.00 • { J l __ ._ - I STA 18+94.0. 137.9' TH _ I L8 S16'50 59 53.43 x �t\� t _ -- �► PT V-DIT L9 SO3'16 53 E 71.78 L10 S55'26 59 E 22.47 I _ h - 0 C a Lit 562'57 26 28.39 / C6 = �> v ( Ai 1 it! L12 N88-24 17 15.00 WATER QUALITY POND t VOLUME >32,070 CF, >360% OF REOUIREDI VO4. BOTTOM,. 2,893 SF ,r is La45.5V DISPERSAL W.O. POND 1 FOOTPRINT CI VE TABLE I TOP OF DEAD STORAGE >12.823 SF. >12 TiMES R6O'D AMA. � R. CURVE RADIUS LENGTH DELTA C LENGTH TO WIDTH RATIO: >6C11N , w 5' 1110E 8A �\ y 1p0.00 } ftIACE 4" COMPACTED DEPTH I V-DITCH i �1 Ct 10.00 9.18 2'36 33 I CRUSHED ROCK SURFACING TOP \ i R i 1 C2 16.00 3.49 12'30 DO I COURSE OVER-12" DEPTH QUARRY Cy' �P EL 14.60i�Q W W W o r)i C3 t0.00 3 .87 188'18 53 { (ABOVE PLACE SAND AND QUARRY SPALLS ,�� SP LS ON ACCESS ROAD. I ► W ► W �---� C4 t 6.00 5.62 I '20 07 51 ! .�TONACE-ELEVATION) IN DOTTED AREAS ONLY. (BELOW . Est I W GRADE PER W1 OUAR81' SPAJL PADw CS 16.00 14.57 52'10 06 { o ,r e/o/sr I DEAD STORAGE ELEVATIO «✓-rx IW W y .r. ✓ o w- W W v 1 SIGNATURES ♦ C6 10.00 2Q67 IF24 25 f u'ER ELL 1y1T \ W W La1t0', W=5', D=0.7' OF W-Rib y wG sues, o o sc,m/ :-+r. r` SOP DEt1D STORAGE �. 13.§Q v REFER TO ORKMNAL%FULLL-SIZE CONTRACT • oonnENTs arEn s..... ........... !,ttcE�eEa'r�7 f' _ PHASE 2 CONSTFUCT10N _I PHA.9E 1 CONSTRUCTION UP a .....: Q:........ ....... .... .. ...... ....... ...... ....... ... .�.: ....... ..... ....... ..... .. ... W ...... .... ....... ...... ....... ..... ..... .�.. ...�.... ....... :.3Q. .:. :. .. .. .. '�' Nam. .n U T: f V N 0 V' •rr�~m ' O pob: n YO=�N O^ 0 mm^m H 00-2: N iVU h AID n. I J .I� inn W: n nU� rNUO:� - arn2~ N .......7.v�'..........:.........:........ ....... ....... ...... „T Nj^ ..N .W.. ....... ..... ....... O �.Ln Y .. .. ....... ..... ..... ....... ....... ....... ..r. .�.... ... �c.0" a.. z�yaS v3.-'x-m.. .+. ?5 _ Li O Z2U�Zp• .Q < a �ZZO: <k.'�. M ~<^ �< Ol H'G I,.i L.i 4i m 20:.........:.........:........ ... - ... ,_t,•!!k: ....... .... .. - __ .. ... .. ... .... .. .... ---. ....... ....... ..... ' -.-.................. r 4�..... ..O .. �' - W Yy �'lL W W 1-- U UT K '�' U V1 4' •N COO] :2Q m VI W W W. .. ..:. ... ... .. .. ?.5:..................... �:..�j:......... . .......:.........:.....�.' . . .. :. .. �. :.90LF..12"f..LCPE .0.A•211a7L.:... 125LF 12"i DI O 0.1927E 12W 12'0 LCPE O 0.3287E 1 o P.S.E. PROP. 6"0 MP GA - N t1�LF 12"0 ¢I - - - - - - - - -• - - - -- - - -- -- -- - - - - - - - - - - - - - - -:- - - - - - - - :I�I tZ'/TJIP WA T - i0 ... :.........:. - - - - - - - - - -- - - - - - -. �Q.. O 0 0600>< I �V i�VibWa ail ......... ....... ..... ....... ....... "i'uEiao'§s 1 �.. I� �t�LF t2'� CPE (TOP SHOWN DNTY) - - - - - - - - - - - - - - �J:.........:.........:...... ..... ... ... ... ... .... y -- ...:. ..:. - -� pIr .... .....:: ..... fl* - - - - '°- - - - c: - --04- - �:- _ - - rRg _ . ..\... gQ:g - o: ::: �•n .-•�O ^.Ip �.Ip n ^ ^^ � .n _.n � .T� ^.n .^ .^ �.cp ^..ap �.q �.e_p �.ap �.a_p o Z 14f00 144-40 144 1 ^ T 16f00 1 f4 16+80 17 y 1740 1 1 f4 1 � 19-120 o OAKESDALE AVE. SW EXTENSION-PHASE IA DWG NO. & D2 DRAINAGE PLAN AND PROF ILL SHEET -- STA. 19+40 TO STA. 25+ 10 36 of 96 Z ( -_ _ YYVM.�JM.�UC1- l _� ..•�� - w3 L_ + M _. « �� - - -- w o N At �wo 1 .au, r i ! I K CB TYPE 1 CB TYPE 1 1 C 1 1 SO 32 5 LT TA 22+ 32 5 L tf, 32.5 LT. ,±„i{�►�v - . - _ _.-- k fit+ p p • '_ (� N Z N �yX •Ne[wl'@Ibw7 --_._ nv,aJE r ww/u r rMc-- .-. N ___ g 1n Q d I ,r-� ,-1�f� A. S. - '� x ___x---_ - x- OAKEWIALE AVE.&W. ----- __-__ ` a- = Z O� E_, 1 mow./ --20�OQ--1 - - � _ �'• �22+Op 0. 23+00 024 25+00 1 F J Z n C:) 1 ---,r wmo st-- ---- s -C�- w° __ �_ - - - v_ _6'W W BUJ QN CL w F - - -_�- '- S_-_ • -} U -s �=.a,_._ a 3 w z / --- - / _ --- ------ �N Q L,- ^ F, f F ^ F F �F N STA 24+00 7.1r RT. E-� F .\ F F F I TA 22+60 10.3' RT. CAP AND STAKE PIPE END 1 21+50 1 1.9 RT. I ,� e CAP AND STAKE PIPE END J I I.E. 13.27 W �- 'T" {-� _.pSCr� 1 - --- -s -� -�1 I CAP AND STAKE PIPE END -1 I.E. 13.98 yQ Q (n U s -_ _5_T-- ---� t.E. 14.54 _.__....._ .y _ __ I _ PHASE tB-fN.f.C.� + -- ------- -------------- 1- U E r ' - - _ STA 24+00, 32 ------- -PHASE" tB (xa c.� i__'.__ - --_ p sE _l9 (t�rl.c. ----- ---_--- - --b ---- = ^---s- - ------ _. �8 �,_-- d N d -- -- -- -�_--- f - -t----- STA 21+50, 32.5 RT. I STA 22+60, 32.5 RT. - - -Y. '4 -------- ---='�� - --------------GB-WPE-I ------- - I- -------- C&4YPE-4------------ u'� ymrr------- RIM 46+48------------------_ --- ---------- - _ - ------- -- - ---- RIM 17.74 RIM 17.19 I.E. (OUT) W 13.39 -C 1- a 1 P I I.E. (OUT) W 1 a.sa ` I.E. (OUT) w 14.09 c c c 1 APPROVED EXCAVATION SPOIL MAY BE OUNDEO, 1 A 23+10.4, 84.8' RT. ° CONTOURED,'AND LANDSCAPED ON-SITE WHERE ALLOWED C C C 8 I AND ACCEPTED BY THE ENGINEER AT NO ADDITIONAL LE. 9.50 Z Y.e COST. MOUNDING MUST OCCUR ABOVE THE POND AND +` I <40LF 24'P LCPE O 1.25% G ,i � QUARRY SPALL PAD OO ;E 1 DISPERSAL V-DITCH DEAD STORAGE ELEVATION AND - '--- 2 _ i , L=11'. W=8'. D=1' TOP TORA F_ y 1 FLOODPUUN ELEVATION. MOUNDING MAY NOT IMPEDE I -- --- -- __ _ L. 11. Z 'ow SIGHT DISTANCE. USE MAX. 3H:1V SIDESLOPEJ. < ? rr U Qom' ao DISPERSAL V-01TCH BOTTOM r 9.50 o S• . . . . . . . . . . .. . . . . ". . . . . . . . . . . . M E ILE OF DEAD STORAGE I.v .� .v i =_ .. . . ( 71 a .60 < SRAD.'P.t+63 21. 90t:i: RT. . . . . ... . . . . . . .8oT70µ. . . . . . . . . . . ...'.7.50.. . .1. . N a9+97.5. 13&0' RT. II n � END V-DITCH �W STA 20+98.8. 89.5' RT. TOP DEAD !�TORAGF,EL. 11.50 = 1 END-V-DITCH + IrWW STA 23+48.7. 97.3' RT. OUKRRY SPALL P/1D - "k - r r w -I.E. 9400,,L-232� W=5y D=0.7QUARRY SPAwL PADW L-ISr W-8, D-I'EL. 12.10 5H:IV i BERM TOP E .=t ' W w .✓ w -"W-- -V*-- - w W .I. W W .a' .i v- w .v .,. 5 IN. WfdTH 1 ^ W VOLUM OUALFA POND 2 R w w PUCE SAtIN DDOOTT D AREAS ONLY. 1 W m W 0 VOLUME >31,432 CF. >150X OF REQUIRED VOL. BOTTOM: y5'xt99, 2,893 SF " - "' ``' "'(BELOW DEAD"STORACE ELEV.) " 3e REGRADE PER DWG W2 TOP F D STORAGE: >1 823 SF, >5 TIMES EO'D AREA v � J v. W �v �Y I .L �Y W �L W �v Ji �l' W W W W Q� �Y Ji W •Y ` Y v L Y V. �v .L W t Y QUARRY SPALL PAD LENGIH TO R'7(TIO: >�L:1 W ■ •✓ W W ,,ALL ,,AD W W .Y `L W v� �vY ✓ Y W `Y �V v� W �Y Vi W W W W W `�' �Y _ �L �v �v v� W W W �v � W �✓ W •Y W W W W W v �Y v �✓ �✓ `L �Y �!' �V V� �Y •v v v� W •Y W W W J- Jr v FOR SIGNATURES ... n p ) ....... I...Y1D SEALS.... ...... ....... ....... ....... ....... ....... ......... ....... ....... ....... ....... ....... ....... .. REFER TO O�ML �.. ....... ....... ....... ....... ....... ....... ...... I=-SIZE C 0RACT II •It DOCUMENT!DATED I - DECEMYEli I"?i �.... ....... ....... ....... .......:........ �. : ' N ,n nn ooM W nn� N .. _ 0 ^ :'i h ......�Y:......... ........................... ..y... ....... ....... .........N�..�... .. .M1.W.F..... ....... ....... ....... .......W+.�. ^........ ....... ....... ....... ....... ....W+'v .O... ......... ....... ..... ... w ���: 5' N N a 61 U`�W W : m<�W W W --J --- W ....... ... .....Z ... m W W Z0 ....... ... ....... ......... ........44 : ....... • YYm i P:S:E. PROP. 6'0:APE GA I . �.5 \. ... .... ........ ...... ...... ....... ..................:................ . g : I 12'R FUEL/OIL - 1 OLF 120:LCPE O 0.500% 140LF 12.0 LCPE:O 0.500% +1 SOLE 1 • . _ _ LCPE 0 50- -�_� - - - - - - - \N 2- 0 7% : L - - ' 12• DIP;WA - - \ 106 0 METRO SS ;\ /�• 36-I SS (TURW I+ : .. .... .l�l. TOP SHOWN ONLY)... ....... ......... ........ ....... ....... ....... .....J.Q..... ......}Y.:..............��.INiERCEPTdR) II..I ....�. 1. ... .` ....... .. ....... ....... ....... .. ... P SHOWN SONLY) n\ .... ... 4 7Ym ME L\. I (TO O - - 4'0 FUEL 01- - - - - - - - __-_ - - - - - - - - _� - - - - - - - - - - - - - - - - - - - ..... ..... 5:�. .^ ..... >,� .....:.. .... ..k ....... `........: ........:a........:�........:a...... b..... .. o........ o......J ... ^:e....... .....a:o.. .\ .o......^6.........0........` ...... ......... .... ....... .. ..?..... ..:6.. .^:�. .rre�� .�epj 5 :4 ♦:° $ ':R__ -- --��- ^ 1 ^: - ^.✓�1_- n:� �:Q ..�:�- _ h:� b: m:n m -- �''- - rp- -m.N -m -F^ --r� '� :n- - .rf -� '�- - moo• r� 0: W: 7i S ,d - �e co - ,d 9'- Uc - .� n n n Io rD ._ ^�o ^ro . �.a0 ^•ao ^•ao ^.ro ^.m ^•a0 ^.o ^.ao ^.ao ^ao ^•c_o ^.0 n .n •� 19L \ �4 + 1� 1+6 22+ +40 L \ + 4 4+0 4+4 4+ owc NO. ^& a OAKESDALE AVE. SW EXTENSION-PHASE 1A D3 o n �, sTA 26+00.V OX tT."` DRAINAGE PLAN AND PROFILE SHEET ? DITCH FL 15.44 _ CONNECCTION TO EX. CATCH BASIN UTILITY CROSSING STA. 25+ 10 TO STA. 30+80 37 of 96 ~ /REMOVE EX. STORM SEWER TO / EAST AND GROUT HOLE IN CB UNITED CLEARANCE N s•vac � BACKFILL TRENCH WITH CDF TO _ LE. (OUT) N 13.58 CROWN ELEV. Of STORM PIPE, REMOVE F F _ +t` L` / CB TYPE 1 W LOCKING STD. INLET F --- - Z I- F FurAclur-_.578g1�O71L}pfF REMOVE 78LF 12'e RCP TO E STA 26+17.8. 50.0 LT. F F 10 11 '• F ABOVE CROSSING LOCATION. J REMOVE 27Lf 12'e RCP TOW 12 �� N J p RE►40VF, X.,CULVERT GRADE (•-16.T0) 00 6 WIDE IP G w 3 0 - - - t: OUT 13.56 - t I O W NO + 1 s �c �, - CB TYPE 2 `,;1 X TYPE 2: "- - C _ _ D ucT-+w_s..�.a:�.,c.. -_ 3 r Q to CB TYPE 2 wr , �i c. 8 STA 26+95 1.6 LT. -- -'3140. - =-- TA 29+85•-3t 1 C ec �+p y' ' + vi Z t% t� K STA 25+50, 31, rr+� w ,�zf ,` G co - ----- - ._ -. - - - - ' T ----\ a __ _ OAKEMILE AVE$.w• • �' OwO N STA 30+09.0. 34.6 LT.D 1 1 aE_ vt Q a +r---- GW eWQ slam w 8 2 Z O .- �N 7+00 28+00 _= -= > =-- _----►G --- • _39+00 E ) if Z^ g F 1 ----• a .._ - N N00 i 8'36-W v --- { >N o �_ tom- --��^_^ !-- - --+-- - ---+- -- - ~ - - _ _ �� I- _ --- - : a w + [s7 aW a -- ._ - ! p _._ -+ STA 30+08.7, 20.0' LT. w 3 p Z s j_-- ---:__-_ _.-_- STL1 + 13.6' RT. STA 28+40. 13.5' RT. 9 __ -CONNECT936LFOt2 • DI Z _jUi Q cN .a -- ---s ---.-._- _ _ - ---CAP �. -�. --z�- C�jNQ-SIAIC -P�-ENO 47L T PROPOSED Z -F -_ __ _ _ -- O PIPE TO THE EAST �w - 1 ♦ PIPE 1� \ I _s -- 5--- -- l - C�-__ - V) I � Q S.1 1E .94 a aryl PHASE 1B (N.I.C.) I -____WASE 1B (F71�� ___.. _ � ._.�a( �+-- s N FtPE COLLAR .�. 6 I STA 26+95. 32.5' RT. I STA 28+40. 32.5' RT. STA 29+85. 32.5' RT. I -7 -TT.65 �U Q F• -- H _ -__ - -T„�l � CS TYPE 1 _ __ _ __ C8 TYPE 1 CB TYPE t_ _________ ---- ------ ------------- ----- --------- O W a s='-c - - ---� -5 -- _-===Rif- ;$ ----- -___. - ----- -=_ RIM 16,81 ---- t't"�_ m��. RIM -17.25 ------ ------------------ 1_ _ - - �-{�+>r)-w- _ �E-{our}-u�-13 - �E f��}-w-u-1s i � I i 1 � Tca a rpr.w. CONSTRUCTION NOTES no F 2 5 L lra • 1\� �� `l O STA 25+55.0. 32.5' RT. O BOLLARDS (4) 11 STA 30+09.8, 55.8' LT. 8� I 11 .' CB TYPE 1 W/ STD. LOCKING INLET 2-FIXED, 2-REMOVABLE CONNECTION TO Ex. PIPE U PF�ASE\78 (N.I. .) RIM 16.05 PLACED 60' O.C. CB TYPE 1 W/ STD. LOCKING INLET STA 30+06.7. 50.0' RT. 0 0 3E 1 = R Q Q� STA 2B#50.6, 2' R7. I.E. (OUT) E 12.95 O7 20LF 12"s DI O -0.250% SET RIM 0.2' BELOW EX. GRADE (^13.8)i CONNECT 70LF 12'e LCPE O PIPE ENO \\ 1OLF 12'e LCPE O 7.50X I.E. IN N -11.9 O 0.714X TO REMAINING EX. Z sW � \\ LE.',12.6A \ LE. �IN� 5 rt 1.9 PIPE WITH PIPE COLLAR FW as 3 y -PLACE-4'-COMPACTED DgPf" f 2 STA 25+50, 41.0' RT. O8 UTILITY CROSSING U �� I \ 11 I.E. (IN) W TO MATCH EX. (-11.9) + I.E. TO MATCH Ex. (-1 1.15) a c�, CRUSH ROCK SURFACING TOP CB TYPE 2. 72'• W/ BAFFLE LIMITED CLEARANCE 1 U W�ro,s+a.nt BACKFILL TRENCH WITH CDF TO I.E. (OUT) E TO MATCH EX. (-1 1.9) o COURSE OVER 1 DEPTH QUARRY \ BOTH RIMS 16.70 (LOCKING MH) CROWN ELETRENCH OF UPPER PIPE, m'E . SPALLS ON.,IICCE S ROAD.- LE. �:N� NW 12.20E 4. . . ._. . . r1 1 � .ct FULLY ENCASING BOTH UTILITIES 12 -STA 30+35.4, -55.2' LT.1 (ABOVE DEAD\5T0 E ELEV.) r LE. N W t t.20 W `.� I.E. OUT) E 9.98 AT CROSSING LOCATION. FIELD VERIFY yl a 1' 12'e DI VERTICAL ANGLE POINT CONNECTION TO EX. PIPE wr. 7090 JY Jul e . . . 0 0 1`. 38LF 24'e LCPE O 1.267. aci t , `�` E. (12'e) 13.61 CB TYPE 1 W/ STD. LOCKING INLET 1!r RIM TO MATCH EX. GRADE (-14.4) STA 25+50.0, 79.4' RT. LE. (24"e) 1 1.40-, PIPE END W/ DEBRIS I.E. (IN) NW TO MATCH EX. W W t \ BARRIER 2, 24' e O STA 29+85, 16.2' RT. LE. (OUT) S TO MATCH Ex. _co� BERM TOP W` I" k i I.E. 9.50 CAP AND STAKE PIPE END 26LF 8'e LCPE QUARRY SPALL PAD I.E. 13.81 a 'D w 1 , L=13, W=8, D=1 10 ^STA 29+81.9. -55.5' LT. PLACE SANG AND OUARRY SPACES 4 STA 25+50.2, 96.9' RT. 1 ` O FIELD VERIFY IN DOTTED AREAS ONO(. _ (BELOW DEAD STORAGE E �.) + RAMP 70E O CONNECTION TO EX. PIPE W W EL 7.50 CB TYPE 1 W/ STD. LOCKING INLET FOR RE-GRADE PER DWG W2 t1 ` 1 RIM 70 MATCH EX. GRADE (-14.1) ScY haws � "" W �W W O STA 25+87.6, 45.0 RT. 1 `- I E. (IN) SW TO MATCH EX. • f µD SEALS ♦ 1 �. RAMP TOP O I.E. (OUT N TO MATCH EX. REFER q�TO;i6W i W W 'I' W 1 EL. 16.54 -28LF 8'e)LCPE I`OOLlA1EMT5 pTtt'17 % ,r Y ✓ W ✓ W v� W 41 �Vti 1 1 �oEGE►reER ,as7� ,. ... ..'L. .. I .. ....... ....... ..... ....... ......... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ........ ....... ....... ....... ................. ....... ....... ; lad0. z o a ....... Q.... ....... ....... ....... ....... ....... .... ....... ....... ....... ...... ....... ....... ....... ..... ...... ......... ....... ....... ....... ....... ..... v. ....'.. ....... ....... :,3Q. J : J: J ,(1 'O ap 2 Y= o 200' VC ��� •� Belo - a0ao� �v°Q i N •� h� �� ♦v- co n UO ao.��'p. ....... ..25..... I .. ..CO� .�;, .,... �. ti� ....... ....... ^��........ . ....... �..N.Z�..�o.v. ;..� 2 . f W Z^ +" nnfnz�. m ri rnDOWZ�. +a0 j +<`!_, ONevZ�W VI W dN10 Z O N a.'Dw Z 00 _ F m10 Z Z^ .N�Z`..Z-i.0 O - �Z pe w; :.ZQ.....5.. - .................. Q. ...... a .... ...... .. .. .UTILITY CAOS61NG. LIMITED.m .�W w - ei ei e.i• N ._ N.�.& o 1. 2 m n `''�'`` 1v `'' CLEARANCE:BETWEEN:24'e u,n�- -- - AND 12'e DI DRAINS: BOE41G PROP. 6 s SLEEVE -r 90EINC PROP. $•O IRR .........:...5.....:.........:... -..-.. - �. ._. "rD P A ) . • .e'. PVC so- : .......:. . . _ _ - 145LF. 24'e 01 w/ RESTRNNEDV S O 0.1}7X II I I f 45LF 24'o LCPE O 0.117X Q :145LF 24:0 LCPE 01 0.1 10X 121 LF 24 a LCPE Q 0.116X 10.... ' 60 W^ .... ....... ......... ....... ....... ....... Q. ............. (SEATTLE'VllBLIC aIr1UTIES.. ..... ............. ............. L.�... 1?'s RCP SD _ 6•� WA REPLACE I I : 72"s RETRO SS \ ` : CEDAR RIVER PIPELINE N0. 4: P SH Y) - . POTHO P E�. 10.J 6D"e WA I I TOP METRO SS ( I :(TO OWb ONLY) - - - - - - - - (BY SPU) - J L - - - - - - - - - - - - - - ( SHOWN ONLY) - - - - - - - - - - -24LF 24'e LCPE O 0.125X- - - ...5.. :}..... I..I. o..... �o..... o...... .:6..... :o..... a..... - o..... :o......��`•;.... �6..... o...... -d..... :o..... :o..... :o...... 5. N:O.. ^'a.. Y:� ...J..^:� h .. n:C.. n:b. �:b.. o:b.. e' Q T n n N \ �^ n //,,. Q o �: �:. n.11p -. NOn � n:••��f� lO:p01j aD:p O:� O:� O ... N:N Jl:..�j a:.r r:� N �M O:n Ol:n 01. 0�.� .�.� ..A:p 0..0 �a,o -io,o - mac: rrNN��-l� =�f>b Mf -j V�Y�- -•ram - -t - rr - -i r - -±Ic - +�- - n - - 1�` - r`- -'?� - '�:� - '4n- -?n - v - '�so- --inii \ - 1 �� mm 5+ O + �! - 64- 2 +4 `I -i 7- 0 7+ 28+00 +4 +80 2 + + 0+00 3E40 301 RX o c TK)N NOTE 11 AT STA 4+00 SMR umil, w —;W, OAKESDALE AVENUE S.W. EXTENSION 0cc. 1997 _ 1'-20' � CITY OF PHASE 1A - S.W. 27TH ST. TO S.W. 16TH ST. � RENTON --� UTILITY r� A I �c _� DATUM Plc mmm,/Building/Public Works Dept. PLAN U2 N0. REVISION BY DA'E APPR �••�•R, Gregg mmermon P.E.. Administrator STA. 19+40 TO STA. 25+10 SO 96 N w MATCH} Li IT. ` . � LINE —..... .. .. � " STA. 19+40 A �. I 1 1 to ,7Io4 + 1..... I-I . I ...I . I. 9� ;--vNI r 1 I�R I �N I I I SS I /17xJ I�i ... I. �..... r I L 4 t7L75� I ...... .. . �L.L .. �. ......: ; 19..1. c e 17L sly • - _ - _._.;•M ..;8:�74'rr•.__:�.�- •� 'PVI�51A:'20'+25 g ..... v-- N I I �� --- t � �_ I!��}!�j" in ELEV. 19.02 I I : -r4- -`-�- —�++A}+pA///�.T 1;;;11�i1 11>abei�7766/666J;...},1.1I 1I1�I�IPII1IIIIIIII�1..4 4,.8.7e77689z3 5S5s519!43,6 4/oo0 o0 ':•.'��: ..................Il}iI1IIII}iIII}II}1IIIIILLIIIIII}I1..........�.....�/...........vLVi..../........1...N:m.�.....:.:•'1..:::.�: III..............::::::�............................::�:............................::�:................_..................:•.:. O Y sane we >r-e-r—uIIj��IIc II tII I I I)I I- ....RJJ..... .� ......... ........ 18.769 p I II IIII III I II I I O _��0II1III I III II II IIIII I I C8 II IIIIIIIIII I iIII IIIjIIII1II I1III NI}I}I i1 i I IIIIII I I III I}II I I III NIII I I III I II III I I l I i I III 1 IIII II�I I III_I I III I I II II I_III IIIIpI II�II INI rI I II I II Il'IIII III II I II I I�1%1 KI;xI I i,l:1��€jI•II( I1J i L -Sn_-�-N�-.�f- ",�A- �- � CA f_ _ - - - _ - - z-e runt 1906 ...:... :. ........ 8. rn . ... ..L.+ 8 \.. r i6 I I I pr agop 8.66 18.549 Furs:"21 25..... EVCE: 18:52 70677 -4 AC)m .r0 — 0, m 0 �0 0ZpO = CA + ..... :. .. .. ........ ?5o I } mm 5 —An r-0m .. .. .......+ , 2 Q. m'; 160 � N-tyzS ;8 m : OR m A O D ON) Zvjctz,=oA �i 5o ...... ...... o 0z ov 1 G.65 z 00—poNOC�A�^ r ^ Ln 0,17750 04( r)MO /777/7 / -0 v ;0(A "o Z+ LA rn z O 0 1 - ......N . I ........................:......... i765 : n 0 am .... ....... zv0 Omo iF35O i '^ rii'0 2. 1............... . ............................. Zo - -I 17150 0 7 1 15: i ... ...evrs:--24-n BvcE: 17,02: D ' + - — _c 1).23 0 r-- 0 - OmomNrDNmzn...............6874 Z t ,0 Un . ...... +o�M 00 1 d.97: ...... ;6}762- MATC LINE _ I I_ -I-I----- - - — 0 i•7 i� TA 5+10 -I 0 2 c :cn a to a tr N z ....... ....... ....... ....... ...... ...... ....... Q �y T p OAKESDALE AVE. SW EXTENSION-PHASE to DWG NO. _ U3 ce i-41 CONSTRUCTION NOTES: 0REMOVE PP 12 REMOVE PP UTILITY FLAN SHEET my 6 rise iz•RCP w r (BY PSE) (BY SCL) STA. 25+10 TO STA. 30+80 51 OF 96 11 9 5 4'pVC W s ` vAk XV 13A5 12.RCP OUT NE lO ADJ MH TO GRADE 8O REMOVE PP ANCHOR 13 REMOVE POWER LINE N ro►- 16 77 (BY PSE) (BY SCL) 3 WV. 14.32 s•PVC W N.�-terr 2O REMOVE TELEPHONE CABINET = WV- 14 53 6'PVC W S N `S ) O REPLAC 1 15' LENGTH OF Z MY14 r (BY US WEST 14 REMOVE ANCHOR 60� W CENTERED ON O BY SCL) t0 ROADWAY CENTERLINE I O c. � O STA. 28+97, 34' LT ) Ln O REMOVE VALVE (BY SPU) 1 w 3 00 I ,map rypEsµ Ac CAP PIPE. 10 REMOVE POWER LINE I 15 NEW PP i I X Vi O WV. 1J$a 12•RCP W$r 4O NEW PP Q (BY PSE (BY PSE) I') WV- 1J.µ 17'RCP ovr N[. (BY SCL) 16 NEW PP ANCHOR lal p 1 �� 1 1 CONTRACTOR TO TAP INTO O Z Q 5 NEW PP ANCHOR PRIVATE WATER LINE. 1F-' (BY PSE) r g N o\ O(BY SCL) NOT A LIVE LINE, 17 NEW POWER LINE S� N d I \ ABANDON IN PLACE. PS ) O aVP�1671 ! 6O NEW SPOOL,ER LINE f£r7ftT Z n ~ F F e -F • F-- — ��N h= O _ 14 F n --F F 1 �o U 8- IRR DI F R w3 1 j 1 w.1' C F -J v) cv 6 MPE IP G napNc 0 I ---- - WV- 11 71 17•RCp W M U) Q s s•pvc -" - - o ucr A YQ to ( e 1ti �_� � ,' `- .J � �' ;,.. `• � WV� r1.m�y-xc��1r a0 1 g 10 1..7J I I O O ^— WV: n st •---� ) a 1 1 1 - -1 - - -- - =_ +r- — OAKESDALE AVE.S1K.�+. O e << f a C _ II _ _ 1 28+� -- 29+00+------- ---3Q+00 - --- _- 114 1 12 p_- p P P-- 8N T -F - - - - - �- - - - - - - - - - - - - - tH - - - - - -_- - - -_ -_- - P _P Oz $_ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ O ;g 4 14 A 145 1 -_f - - - - - - - - - - - - - - - -$- - - - - s - - - - - $- )1-WMo$$-- - - Z- �'Z 1 1 — 0 SSYH 1 �W a'a -1- - - - - - 5 Rw- 14.n- - - - - - -- --o-e --S- -$ I - - -JI'- 1 r - - - - - - - - - - - - - - - - - - - - - -S- t - - — — - —- - - - - - - - 5 108 memo SS-- Sam - W�10v �u 17 T — T+ — �-- U \ Qj UI I E"I 11j Neu IN'- 10.e6 17 1 Wt C. __--- tl l 16 � INV. !t.79 11'CYp N s It.$4 17 b/F'OIII N (AND TIE BACK) 1 FOR ,♦ SCNAT AND ♦ ..... ....... ....... ....... .. ...... ....... ....... ....... ....... ....... ....... ........ ....... ....... ....... ....... ....... ....... ....... ....... ... AND SEALS. ♦ TO.OR1C�fsL.±..... ....... ....... ....... ....... ....... ...... ' S E , CON77C7� � Nls a o � �OECEYMR 1927t� :......... ......... .........:......... .........- a ......... ......... ......... ......... .... ....... ....... ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........~�P..�:�................... .........:.........:.........: :30 `4 1 1 20o VC - D - N N ....... ..... ..... .... ....... ....... ....... ..... ..... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... '2S :.2�...... ..�... ....... h m N 1C N C4 .:. + i m o _ 29......s. W... �' . ... ....... . ....... ........: ....... ..... ....... ....... ....... ...... ....... ....... 20 N a ; W - - __ _ - -. _ P.SE 'A ...:.........:.........:.. BOEjW PROP. 6 s SLEEVE BOEINC PROP $•� IRR •I S it.........:.1�.................... . : ........:.........:... ...:'tY o'RCP'5D............_... �. e•s _ PVC sq 60•0:WA .........:.1 Q.................... . (Surn>='pueuC xmunES... ..... ....... ........:.....t..I.................... ....... ...... 6.R WA: 12''O RCP SO ;1 0 .- : CEnA;R RIVER PIPELINE NO. 4): REPLACE II I) SHOWS SONIY) 08•s AAE7R0 SS - U - - -POtHOL�`TDP Q. 10.3 (BY• WA SPU) (TOP _ - f (70P SHOWN ONLY) - :..5..... :�........:� .. 1...:^ �: ...................�.. .:�... :so:�........:d.......^:O. ...... b........{:-b........:�...... �........:�...... ^�........:�........: ....- �....... �........:�. ... ... 6 N•,Q) n .r n 1n WY {. to 0.�.. o.n h n'a1 �.� n•^ N•n m'h �� .. N• n' �. .�• .. p �:� ..� .5 N:m N.m h:� I O:� 00.E O:� O'N N:Ly N:h ♦:.r O:� N-h IL'�\c,_' O:r� 01.t� .op . ..�• .� .� - w;��—10:-�-- -�•.-.A Yr�- 1n'•1O -tA;w= �!; 1ri-1p J �i;,G —fir. -v; Y^ —R'r' - --t - t'^ —�:7G --'+:)G- 4r� —r"� .rc' s:^ —^�',-R' ---.��R Jan —n + + + +4 `I 6+ 7+20 7+ 0 + +4 2 + 0 + + + +4 a alga TR T N NOT 6 AT TA. 3 +1 T ,want ,,CIO• CITY OF OAKESDALE AVENUE S.W. EXTENSION DEC, ,+�7 T '�' so/in PHASE to — S.W. 27TH ST. TO S.W. 16TH ST, RENTON www "` UTILITY PLAN 1 B f� DATUM Planning/8uiltling/Public Works Dept. U4 Gregg Zmmerman P.E., Admini„ro,or +A+++�A++o,�-;;;..i j1'j1,;1Q i11�1�1;1✓i�iIt Ie�t bg1 I LI$i>I�i�II: t ..........I.•.::.:.. .... .......: ID �I II III I�{I�Itl I I°° �IIIIIIIII II II I IIlFIII I IIIII I I!I I I I i I I.IIIIIIIIII I I I II INII II aI I II$II Ii II!i II I I I IIl IIIiI I;{I I{II I I II�II IiI I I I II jI I IIII I,II I I I.I I III II_I I II I I I II II I 0I I IIIIIIII;II I IIIII1III I I'IIIII I IIIIIIII II I I IIIII IIiIIIIIIII III IiIII III►II II III IIIi II I!•I II I I I II�II I I II III,IIi II I I I�iII II iIII I II I III I I II I;I I���(I III°I�I°I I I I I°I•OI I I II to 1i I I�1 III II i �t, — STA. -A"3_ IIIIiII�IIIII�{I I �0N+r-Il-_8 0 _--_T__I�II— _—O----_ -�' .--._— -_--�4_STA. _.-3� -6+ff_-9— 77. .-5-.-_.9----0 N0 REVISION By DATE APPR �V�M 10 CO :.l...... 8 A 14.50 : ................... i . ... jo ; I V CA CP o L 14. ... ....... �440 . .' PQ +. 1 m La m"; p 36 r rCD (+ as—_--—_.— z.----_-1 40 :BVCS: 32+50 N ch BVCE: ,a7o 777: to : m I I I • I I N La mx c?B 1I5.63 I 4p Fn op 1� 7j....... D I --- -- --_-I- o—v--a; e3 ° 01 9 89 PM STr. 33+50 a ELEV. 19� III 15.5 ;? cl ID- gDm o Z1A9A1 28 fo . . ZA ----- 836; o fn .. ... ......: ....... + ; : ; { 8,? o o 1�.00 ; ... . .. .. ... ....... EA Ul vx 00' .......: _�A EVCS34t50 EVCE: 1670 Bo LA 114.90 DI Iof� .... ... ....... .. _ ilj4.7: ........ m '0 � g tr m490 �4,70:.i........ .... ... ..... ................................ L{ _ —_ ---- ---��--OJ_D-_--.- l•_•��- ,- '- - - • -i2 x9- _ 9o(A+ ; ........:.... ... ...........:.........:........ cam'370, Ln + cN; g D l 3101 rn -n OI : I XZ rn D(A8 °° z ;IJ Ile - �o � .... ... ..... ...:.........:.........:........ + 190 aL9Ln Ir � O ^� , �6FN�S- IP n I++ 5 .. .. ... .. A F -1 I I I ' 71 1 r — II I D �4 ......... ......... ......... _ �ATCH a T :........:................... ......... ....::::::.....:.:.:.........: cD & 0 OAKESDALE AVE. SW EXTENSION—PHASE IA o G NO Z) _ I I Y \ L _ = _ — U (SANK A� — UTILITY PLAN SHEET 16 _ _ _ ° � _ _ _� _ _ `� - ` pf_ ' — \-_ _ — _ _ -ELE�( AL� _ _ I - - — STA. 36+50 TO STA. 42+10 53oF96 VI ru I�AL#_f�C — — T IC DEC NK A —1 II IC _ _ LET I CT — ew — Vt — _ _EEC _ — — 1 N� _ — — \ I 2•Pvc Z o — }¢�-T _2 b o , —III -E-acTlC&QSlC� I _ _ STLLJ X N CV NIB_ — �I _ — — + — _ — o r fl 8_IRR DIP _'� off\ � ►�n \ I _-,z' Ali-UU:L I L I I I I� - �s� -I- _ ►. c \ _ \ -r / ► / \�� z = 1= - - _ -_ -, �, I-'-III�- - _ e.. _ - \�� 3 Q I — TBANK C 1 I I I \ ) - 1z Vi g N a 1_ _ _ Nl ON DUC J l-�, \� O�CT N g• I - �1� 1 I o d ,' x�n c-r �\�\ �M1 w N d O t'114 T �� �- T I I \�k COttr. ;r�rVALVE + IF - F F Herr.co \ I IF F Q M _ 6' MPE IP G S tiw\ t LA Qa E„ - - -3- - -'- - - - - - - - t ° CD EL O III I —_ 49—P 5 _� 40 0o O_ _ _ _5— + I _oJ— I — — _ — 1 _ — ssw e... I _--�_ I_ —5— OAKESDALE AVE.S.W. \ co xQ -III SU11 =- _-5 -=_-1_ - -172 - � \ z t5 -S-_ - I _ _ _5 CE - - _ _ - - m'E I — — �/ _ _ — C/F I F F �---F I F '!I o u Z \\ v� — . \1A I 7 5?KtJ — — — — — — E +I J,lYJO/� 8-IRR . CONSTRUCTION NOTES: I U m 1 ADJ MH TO GRADE t dl CD I MOVE POWER LINEIU1 — L m I 2 REMOVE P ® PSE) T _ — -' —_ r`1 :IIII �\ ' I I I _.\.. SOS-Z� I O(BY PSE) O N[W POWER LINE 11 _ _ 11 11 ` I�_ ..---.- __ _ _ i - 3 ADJ. VALVE BOx h (8�+ PSE) C— T f �J IIII ` l I f 1 _. ' r �l I I I� _(i COVER TO GRADE Oj NEW PP REiER — — _{_� I I IIII f f /I IL 1�.- TO CRCAODEu. MAN �E PSE) �FexL-� 4�n \ 1 III I —_ � � y` k t I - r — /L1 - r I IN MODIFICATIONS TO THE IRR. SYSTEM ARE SHOWN `0 DEC AC DU�TB� {-7'` , I� I r I I — i I to IN THE IRRIGATION MODIFICATION PLANS. ... .. .... ....... ....... .... .. ...... ...... ... ..... 3Q ...... ....... ................. ..... .. ....... ....... ....... ....... .... w a _ s25..... ....... ......: ....... ....... ....... .... ....25: ... :.2Q......:.........:...:.... ................. P.S.E. PROP... ....... ....... ....... ....... ....... ...... ....... ....... ....... .... ..... ....2Q 6i �+ P.S.E.- PROP. 6'6 MPE GA : 'BOEINc m..�. . -D.30Di •PR P ....... n — — _ — BgE114 PROP. 2'e SS F .. .... ... .. .. .. 1 ... .... ............. .... ...Z . ......... .. ... ... ... ... ... ... ... s 0 tn ¢ I 24-r 50 :EIS PRDP. LJ BOEI}1C PROP. tO.O.CHILLED WA : Imo`- BOEING fSROP. 6•0 WA �12'0 WAPRDP.: I� I �W . 0�-----BOEING PROP. B'• IRR iNC PR SLE 1 n 1P... n.n.: : ........ :........ ....... ....... .. ....... ....... .. . I BOEINC•PROP. VV •:• •:E{(J�IN�•PADO. 72• METRO SSf (TOP METRO SS .) •..�. ` •I:• .:. 333 — 12-e Va 'COMM. DUCTBANK : N ONLY : .:. 'I. I . E OP; g BOEINGPIDP- 4-0 HOT;WA - T BbEING PROP: SS W I BOEINCr, PROP. 24-;EIEC. DUCTaANK ; \� : (TOP SHOWN ONLY SHOW I I t 1 �n TOP ;� BOEMC:PROP. 6-e SLEEVE — — EINC PROP.:B-e DI SS_ABANDONED 12-� SS X N FROM WEST) ��1 _ — �— 5 5 L :- - — — — - - — - - — - - - — — - - - - - — — - ... - - - - — a — @ — �I — � — - — — — .. o.........e......... e .:o......... = ....... A........b......... -6......... e.........o.......$: o. T .�:_c.._. .o....... :a...........................g . o ao,� a o h O e W) W) a H v a N w ♦,r n; ."I n; �f! !V^ n;• ' o" rn a'� �i ' n'3 � ���p•� �+h. ��... o� o o .. o°i o .. o^ o .. '.�.. n n a r J` h K 9 •O •OI m \ !` y0 Y1 an ♦ ♦ +•I -" ri •o •OI 'eD n•� n•n I +o .o +.r� N•Il1 •N . T _ _ : � II . — O I_°- - ° t I � — — O:ro — �:loram -- i AIIII 1�l,2n �. n\\ iR4.no — — 3R14n IR�RO 39•�20 344-60 40�00 40+ 0 40+80 I 41+20 41+60 a-Jlnn M0.1 e�.Nrn A N n.Mw 3ll Mr.M M 6w R o PSE R MTEM SMR i K —;*.P,c,,,� OAKESDALE AVENUE S.W. EXTENSION �c 1�7 R t T 1'-20' '°~"� A® CITY OF PHASE 1A — S.W. 27TH ST. TO S.W. 16TH ST. RENTON —'M" °i-'��c F . ,a1 °A�UM UTILITYV U PLAN C q� PlonninT/Builtlinq/Public Works Dept. NO. REVISION By DA'E APPR �*�-„o, Cregq m-e—ori P.E., Administrator STA. 42+10 TO STA. 47+80 54 98 .........:.........:.........:.........�......... . .. ......: . � `,`� MATCH LINE o :.n <r :Ito 4 STA. 15.49 I I 1 �o h5.12.1 R:o / / 9 f�Iy� � 4.83' / oti � F• �R � sa•o Ka —� � ^( 5./ L....... ... ... f ; ........ ......... ......... _� $. g % �' I+ //� I e c + r. .. .... ... 115.t9 � l I Py STA. 43'80 53:1 e / N I I ELEV. 15.91 tR 0 ABANOONEO oz 11111tib3i0205701::....a.5i.3;09531�60534011095 1•.::��:•� .� ':::.. C��".... c.......................................... ..........................:. c'o;_~��t�=�i D�m�m�. 'Rmivi�•—�—m-wr>�vCn�N�Dmfo—_u.0_y�F.^�Vm;�.. f�/rpn\•(ye0Ap` 6. I�I1 I I I,Is D� x+ 0 CD Ile 4-11 II1 II I I HIN . 1 DCPI)... : ........:........16.71:om OF. ..... ... . . ....... .......1§i .t�+ I§ .... �-: ...... ... ....... ....... Z I13:14 ` oc c o z + /.... ....... -9 C)Cc: x0.7n N m �o ip Z yN ILA rn C8 io c) F1.2461 c 0 m r^ +MD to A N °f +' ......... ......... N..WFIC5 4154 M ....... + z PVRCE: 21.89: ; f7- ,ZK,1-11 m Zmz2 0000 Z Z oP 3EO O 0 v O rn 3 48 m ..... .. ....... ...... O I III I I!I III I I Ii IN1II I D I' �I I I l I� 1�•I 'I I i— � ea n I- I\ � 12.46 ........ . DX v± I rn I N �13.75: 0 + 15.71 ....... ....... o 24.190 17.13 ........ 24446 Se + IZ it 4A I En....... 141C24.6s6 OnmrDZ?D2*1i I III II j U, 17.59 ::.. :... .:... ... .:... .: :N :O Xj .O Xp O Cn R Pow LA T M SUR 7 m —;sue recsx OAKESDALE AVENUE S.W. EXTENSION sw/us CITY F -DEC. 1997 RENTON PHASE 1 - S.W. 27TH ST. TO S.W. 16TH ST. —'°` UTILITY PLAN � Plcnn,ngg/Building/Public Works Dept. U7 NO REVISION BY DATE APPR G,egq Zlmme,mcn P.E.• Administ,oto, STA. 47+80 TO STA. 53+50 SS 98 .:N.......�....... .......: \ ❑p p 24.90e 1 \ f It CD 17.83: LA 1793: �.. ....... ....... ......... n cmi i►� ::. $ 0 2a.4be . �`c i�mo�� BEGI BRIDGE mn 8,o N S m g A. + 4. 1 : -4 Z Z N tp ; �r, u I OD 17.57: z fN�� �VIA + 9 + ............................. p 25.011; ••�•• 1 , : I p 8 A Z rn C- LA2 24.988 ; .I. ...... ..�..5. t 13.91 /. ... ........m..a.... yo- rn M : f N j LA p Nm 4.m PA - C) eo ;c + I4.548......... ......... .. .................... �� ;p vf! 2 8 ato I� m \ I v / U O m 6 m 24 \.... ....... N O \ D I I 3 2 % A I 71 NN I VI i 4 l I 17.02 .........:......... : (� 11 \ I END-BRIDGE r1 \ A.4 + 1 o ` ) I 17.1 \ 0 23.560 23.175........ z a I o R \\ -4 ' (i 18.47- ....: ...:. 1 \ 7C 2�J p 22.745 mcc o ►- - i- - ;0 \ 1 I 1 ,8.8e. ...... '......... .. ....... ....... t 22.269 i mLP 18.71: ....... ..... ......I. ..... ....... '= 21.749" : -19 9 I I I 19�:....... -;]L ..... z / 1 2,.182 �- PV7tCS: 51+05 ? / 1 j I Ln { _ PVRCE: 21.03 m O �r ` cn I III,I I I , 18.,5 ..... �.. - m 20.055" 1 8- G i Lin C m 0 I +. 17.87 ....... ...... �. ....... ..... �� 19.558 , _ D { PVI STA; 51+70 i } { ELEV. :19.08 J i .....•9.1...0�.......... ...... {. 4W. Lil g / I I + 18.00 ...... � i �, Az ° s.+ ''44 t8.70S. o. I 0 o N � } d 16..15 .........:.. d d dd d t I 15.347 .15Jk t2Q.8.... ... d f�r ETC 48-0 CR T)'PE 2 RIM LEV-14.38 -� v \ 1 LE: �0I N 9,75 ... — d-- d �, \ 1 EVCS: 92+35 IyI a. - -- 17 62: _ : EVCE; i8 t1 l o W +.....•. .......... ---- to uce A 18.0�4: �� M- -Mf! - -M- - - Ms 3A�._-= - _� •ra..r_ I 1 — - - -�4•e PE-r c- _ _ '- _ I V) m - -c- - -� li (A ....... ....... ....... II _ 17.71 .. .:.... ....:. t S.HV..16TH ST. - 17.734 ......i .I .. - _ t-A "'9- , 4 r*1 I .i N!9 i M - V I '� -- 00 - - - -' v D I�- ST 52a78.3 uor C ucr ; I. cr I uct•----t ; .� m +fli 17.37: ..C�: .. Er. 4'e Cgg T 17.434 aIM' V=17'3�' ------- - - 00 0 � X 24 I _ --- to Z it + D Z O o + . 16;36 ....... I .... LO CA � o + D •is c.� : m O NOW Cn :U1 :O .LT :O t" :O DWG. NO. OAKESDAL E AVE. S.W. EX TENSION-PHASE 1A El OAKESDALE AVE. SW S E C o 2 5 T o 2 3 N o R o 4 E o W o M o ILLUMINATION AND SHEET 20 10 0 20 +0 INTERCONNECT PLAN 73OF96 ILLUMINATION CONSTRUCTION NOTES GENERAL ILLUMINATION NOTES NORIz.r•2o' CONDUIT AND WIRING SCHEDULE N ~ -PSE M.H. 1. INSTALL GENERAL ELECTRIC M-40OA2 POWR/DOOR LUMINAIRE 1. CONSTRUCT CONCRETE PAD FOR PROPOSED STREET RUN z_ N WITH MEDIUM TYPE III CUTOFF OPTICS, 400 WATT HIGH LIGHTING AND JUNCTION BOX PER CITY OF RENTON NO. CONDUIT CONDUCTORS V) _ -ROW PRESSURE SODIUM LAMP AND FIXED BASE TYPE. MOUNTING STANDARD PLAN J014 AND J015. Q HEIGHT AND ARM LENGTH SHALL BE AS SHOWN ON ILLUMINATION Z Z p n SCHEDULE. INSTALL TYPE I JUNCTION BOX ADJACENT TO 2. ALL PROPOSED ILLUMINATION CONDUIT RUNS (TRENCH) t 3 o c n 22' L.iTcc 6 SHALL BE LOCATED 6'FROM BACK OF CURB,EXCEPT 1 2" PVC SCH 40 2 •6,1 .8 GROUND o �$ x Z LUMINAIRE PER CITY OF RENTON STANDARD PLAN J008. AT WALL C.E.AND F. w to C J PLANTER 2 2" PVC SCH 40 2-•6 3. REFER TO SIGNAL PLAN FOR ILLUMINATION CONDUIT u ■ 3� Z� 3 2. INSTALL ONE TYPE III SERVICE CABINET PER CITY OF AT SIGNALIZED INTERSECTION. 3 2" PVC SCH 40 2 •4 z Uj C5 (n RENTON STANDARD PLAN J012, AND AUXILIARY EQUIPMENT 4 2" PVC SCH 40 SIGNAL i -w �_ 48'- ON NEW PAD FOUNDATION AT BACK OF SIDEWALK.LABEL WITH 4. CONSTRUCT LIGHTING UNDERGROUND SYSTEM PER CITY INTERCONNECT ;I �In QZ - VAULT STREET LIGHT NUMBERS ON TOP OF DOOR •0016. OF RENTON STANDARD PLAN J007. g 3" PVC SCH 80 FUTURE SIGNAL w= Z� 45' POWER 3 (NOT USED) 5. SEE LOCATION OF LUMINAIRE ON SHEET E1. 6 3" PVC SCH 80 FUTURE SIGNAL . 4 cN my ROW PSE 6. ALL LUMINAIRES TO BE REMOVED OR RELOCATED 7 2" PVC SCH 40 FUTURE SIGNAL z �ly �� 4. INSTALL TYPE 1 JUNCTION BOX PER CITY OF RENTON SHALL BE FIRST DE-ENERGIZEO AT THE SOURCE AND Q ry . �N JZ STANDARD PLAN J016. 8 2" PVC SCH 80 FUTURE SIGNAL THEN HAVE ALL EXISTING LIGHTING WIRING REMOVED. g 2" PVC SCH 80 2-•6 o - DETAIL TO POWER SOURCE 5. INSTALL TYPE IIJUNCTION BOX PER CITY OF RENTON COORDINATE WITH CITY OF RENTON, TRAFFIC DIVISION. ----- vol STANDARD PLAN J016. `dl w NOT TO SCALE a Q STA. STA. 17.02 (41 .0'LT) a 4 STA. 15.38.3 (68.6'LT) a t 1 4 STA_ 17.40 (41.0'LT) b t 5 STA. 15.40 (62'LT) W LLz ------ -- STA. 19.40 (41.0'LT) 4 00 i 4 STA 16.27 (41. ' T) 1 TA. 1 •4t W 4 8.6' T R7W R/W S 71 3 BEGIN CONSTRUCTION I ---------- -- ------ - If) STA. 15.25.00 it 6 L-2 d' 5 � It co� i - 14•00 N1•i5't3.77"E 15.00 �- 16.00 OAKESDALE AVE S.W- 17.00 18.00 19•00 5 U) 9 >3 ILLUMINATION SCHEDULE - a POWER OFFSET (POLE SOURCE a STA. 15.39.5 (57.4'RT) RENTON MOUNTING FOUNDATION CENTERLINE TO x CABINET LUMINAIRE WATTAGE HEIGHT DEPTH LUMINAIRE POLE ROADWAY ARM CIRCUIT O J REMARKS NUMBER (L.F.) (L.F.) E-� y3 a m _� LOCATION NO. LOCATION CENTERLINE) LENGTH NO. d u R7W I I 5 STA. 15.37.5 (61.5'RT) SERVICE L-1 15.40.0 52.0'LT. 10 L.F. A-1 TO SERVICE CABINET 2336H 400 35 7 1 CABINET L-2 17.52.0 41.0'LT. 10 L.F. A-1 2334H 400 35 7 AT NW CORNER L-3 19.52.0 41.0'LT. rlO F. A-1 2332H 400 35 7 OF L-4 21.52.0 41.0'LT. F. A-1 2330H 400 35 7 STA. 15.35.8 (66.5'RT INTERSECTION L-5 23.52.0 41.0'LT. F. A 1 2328H 400 35 7 2 OF L-6 25.52.0 41.0'LT. F. A-1 2326H 400 35 7 OAKESDALE L-7 27.52.0 41.0'LT. F. A-1 2324H 400 35 7 T H 35 7 GENERAL SIGNAL NO ES` AND L 8 29 52.0 41.0'LT. F. A 1 2322 400TO POWER SOURCE, SEE2320H 4 35 7 DETAIL ON THIS SHEET W 7TH 1• 41.0'LT. .F. A 1 00 S 2 L-9 3 52.0 -0 1 JUNCTION BOX AND CONDUIT LOCATIONS > STREET 10 33.52.0 4t0'LT. OLFA i 2318H 400 35 7 U L o m SHALL BE FIELD ADJUSTED IN ORDER TO 3 •0016 L-11 35.52.0 41.0'LT. A-1 2316H 400 35 7 PLACE PARALLEL CONDUIPS IN ONE TRENCH. L-12 36.40.0 41.0'RT. A-2 2315F 250 35 7 o SIGNAL LEGEND f 2 L-t3 37.40.0 41.0'LT. L. A-2 2314E 250 35 7 L-14 38.40.0 41.0'RT. A-2 2313F 250 35 7 STA. 15.36 (138'RT) EXISTNG L-15 39.40.0 41.0'LT. A-2 2312E 250 35 7 o ■ TYPE I JUNCTION BOX i 4 SERVICE L-16 40.45.0 41.0'RT. A-2 2311F 250 35 7 0 TYPE II JUNCTION BOX CABINET L-17 41.45.0 41.0'LT. A-2 231OF 250 35 7 AT SE CORNER L-18 42.30.0 41.0'RT. A-2 2309F 250 35 7 � j: OF L-19 43.30.0 41.0'LT. 10 L.F. A-2 2308F 250 35 7 o > ILLUMINATION LEGEND 7 INTERSECTION L-20 44.10.0 41.0'RT. 10 L.F. A-2 2307F 250 35 7 N C � OF L-21 45.17.0 41.0'LT. 10 L.F. A-2 2306E 250 35 7 fr FOR 3 © JUNCTION BOX UNDER BRIDGE DECK OAKESDALE L 22 46.00.0 43.5'RT. 12 L.F. A-2 2305E 250 47 g / stcNAruREs 1 0 a AND SEALS. 1 m TYPE I JUNCTION BOX ! AND L 23 47.00.0 41.0'lT. 10 L.F. A 2 2304E 250 47 8uuE st caNTIRAcr� SW 16TH L-24 48.00.0 43.5'RT. 12 L.F. A-2 2303F 250 ® ELECTRICAL SERVICE CABINET ' STREET l DOCUMENTS DATED� w � STA. 15.36 (182'RT) L-25 49.00.0 40.5'lT. 10 L.F. A-2 2302E 250 35 ON BRG. t%oECEAeER 1997 � }I�� STREET LIGHT ASSEMBLY } 14 •0007 L 26 50.00.0 43.5'RT. 12 L.F. A 2 TO SERVICE CABINET 2301E 250 42 7 t L-27 51.00.0 43.5'lT. 12 L.F. A 2 TO SERVICE CABINET 230OF 250 38 7 'r - - CONDUIT RUN ItT OAKESDALE AVE. SW EXTENSION-PHASE 1A DWG NO. a ' TA. +41 T SIGNING & PAVEMENT T3 F (BY OTHE )1 1 G 7STA. 42+05, 41' LT MARKING PLAN SHEET _ r O I N - , SIGN S3CBLACK ON WHITE +os O STA. 37+50 TO STA. 49+25 86 of 96 SIGN 83A, 3-7 1 INSTAL pN LUMINAIRE L-15 (SEE DWCS Et do E5) S'TQP ^'Wa °• :.9 `f CP•/f O `i yt.Fv •Ile 71pM 37.'7 Z � 2 +45 LAN a s•om jJJ5 / O a nJRI i+1�iT 200' RADIUS T +00 O / BIDS } ��J Ln ' I U)- N I TtlfN -�.. / Y :..-ter.... 3� ¢ S` I -- — S 3' N �- N 16' •sn _. O(pASHEO) Qj -�'�- - 11' w Z 13.5' is z..I Lo ~ — — — — — — —— — — — — — — — — — —— — — - - - - OAKESDAL.E AVE S.W. — — - - --- — - - - - - �- gg �1 >N > 0 1 Lr) 11' 11' nTT._e., a2+OC 13+00 ii3 a d + ( + 39+00 4` 0" 41 `'00 12' N ,^,, t 2, — — — — t 2' — �— — — — �— O I 55, RADIUS w a Z 3 x- n O aw z N i t - - - - - - - - - - - - - - - - - - -- - - — --L 1 1' 11' = Cn 5 tl S' 5 -- 5 n p W O xr W , t _ �O °. +52 E z / 11 ND 4 WHITE PAINT -_- _.,.-_. SyIGGA.N 42+S30 .R241, PT �. +12 W1+ `J1� r �•y O LINE TAPER (28' RT) +SS 3 - - 5 �_ +55 +92 '' ' 1NSTAL dN LUMINAIRE �1�t aW "s Ufa +55 END DOUBLE YELLOW _ �" -18 SEE DWCS E1 & E6) E' m 1co N n os 1 eY e' ,L. U W as SIGNING Ec PAVEMENT MARKING LEGEND SIGNING do PAVEMENT MARKING NOTES (, 1 e sf'.e.vrto� CENTER LINE TAPER (6.7' LT) a E E' 1.knl 1O DOUBLE YELLOW CENTER LINE - HOO1 do H007 FOR SPECIFICATIONS OF NUMBERED SIGNS EE S `� i Y i � �O d V) E SIGN SCHEDULE. j 1 M'eC°yl f f I 2O LANE LINE - H002 do H007 2. ALL ARROWS TO BE THERMOPLASTIC AND y ry!f)•seo CENTERED ON LANE. FOR ARROW DIMENSIONS, 71 f 3 4' EDGE OF ROAD LINE - H008 SEE STANDARD PLANS H006, H008, HO10 AND H011. TWO-WAY LEFT TURN ARROWS SHALL �. a" I h f O4 THERMOPLASTIC STOP LINE - H008 BE SPACED 250' O.C. FOR NUMBER AND LOCATION OF ALL OTHER ARROWS. SEE 4 O APPROACH LINE - H002 & H007 STANDARD PLAN H002. e ? 3. FOR LOCATION OF HYDRANT MARKERS, SEE tl' �, O TA. +4 49' T O THERMOPLASTIC BIKE SYMBOL - CITY OF SEATTLE _ _- g 1 SIGN S3F, R1-1 STANDARD PLAN NO. 722 STD. PLANS 8102 8103. T NOTE: NUMBERS IN LEGEND RE IQ.GTY OF "'�• / •'K-=.5- +92 STOP ��. RENTON STANDARD P � I O .aoo ocs R 1 n'�a•.c•e"au� i STA. 44+6 — — — / .F ■■ 11' J RADIUS PT 11' / .,0. \ �% J(v ,as• � OAKESDAL.E AVE.S.W. 45+00 0 - -- — — — — �' - - - — — — — — \� r. 5' n (� Z ��Rt Y +00 `�/ / 12 • al+co cn AND,SExs. . 1 11EFER TO ORIGINAL 1 F=-SLzc ca+rwlal! �t '4,DEtErxa 1ss7,0 SCALE FEET / MATCH LINE)_ TA J S . 49+25 / 20 0 20 40 /_1 Z p // OAKESDALE AVE. SW EXTENSION-PHASE IA DwG NO. Z/N r-y sTal N1+�0 / i k r� SIGNING & PAVEMENT T4 QA4pc""""" MARKING PLAN SHEET 12'X 18" BLACK ON WHITE j `�1+ �nJn' 1 to ,r STA. 49+25 TO STA. 55+03 87 of 96 Aac T sic 1+ 4 T SEC>t� n aW I g SEE OWC. T-5, w w/ _ v1 Z INSTALL ON L,UMINAIRE - -- mm °" "�_. / ' E MOVAL STTWO--WAY L-? .{SEE DWGS E1 & E7) z :k r■or FOR SW 16TH -5 +27 � �� �-- LATE ...al I Z S g ,�'� � _ 1 i 1' �.----_.-----'-1"-^ LEFT TURN �IES (S.5 LT AND RT) O~ tl U1 END CENTERLINE `° 0 1 - l�l1fT - -- 0 f `- +27 z C7 ^ +74 + i - 3 +79 yr X N Y In i sv Q/ Of < Q +94 ERErz �`-- - j� WLI) �(6 Sy Q N Q CV 1 12 \ =•n' yi;n-_ _ �1 �� 1 �' II I� \` - , ' 4ti i s cIa FTsnT O afi Ld Q Z In Q \ \ // -sAit p w / �� ,. 52+ < - � - - `', ' REMOVE EXST: ARROWS s _ E � a N AVE $W 12' — -----,---,� _ I 8 - -- - ' �� �_ _ tt STA. 53+ 5.5 MATCH EXST. 4" WHITE PAINT LINE (27.5' LT) (D 1 END 4' WHITE PAINT LINE (27.5' RT) 3 = I .'' ^��. MATCH EXST. LANE. LINE (16.5' LT AND 16.5' RT) BEGIN REMOVAL Of TWO-WAY Q Q o O = A LEFT TURN LANE (5.5' LT AND RT) IL HW as 4,11Eo SIC" I I of B110E SYA,5111+44, 42' RT +44 +94 tY' db 7� a i i i L/1UE SIGN S4C --- o a-_.1 12'X1B" BLACK ON WHITE SIGNING k PAVEMENT MARKING LEGEND SIGNING k PAVEMENT MARKING NOTES v O 1. FOR SPECIFICATIONS OF NUMBERED SIGNS. SEE M 1 SIGN SCHEDULE. $ 1 DOUBLE YELLOW CENTER LINE - H SIGN SCHEDULE & H007 E LINE - H002 & H007 20 AN 2. ALL ARROWS TO BE THERMOPLASTIC AND L CENTERED ON LANE. FOR ARROW DIMENSIONS, JS2 MUTCD PANEL X Y HI COMMENTS 03 4' EDGE OF ROAD LINE - H008 SEE STANDARD PLANS H006, H008, HO10 AND CODE SIZE H011. TWO-WAY LEFT TURN ARROWS SHALL �p R3-8 30 30 30 30 12-6 O THERMOPLASTIC STOP LINE - H008 BE SPACED 250' O.C. FOR NUMBER AND LOCATION OF ALL OTHER ARROWS, SEE �. RS-8 30 30 30 30 12-6 N MINMR - 50 APPROACH LINE - H002 k H007 STANDARD PLAN H002. 9 MOD. 3 STOR HYDRANT D. PLANS 810�2 $ B1KER p3�T10NS, SEE 9 R2-1 24 30 24 30' 12-6 60 THERMOPLASTIC CROSSWALK - H012 R2-1 24 30 24 12-6 R2-t 24 30 24 30' 12-6 ON LUMINMRE L-11. THERMOPLASTIC BIKE SYMBOL - CITY OF SEATTLE R3-7 30 30 12-6 ON LUMINAIRE L-13. STANDARD PLAN NO. 722 b S2D -1-2 X18 12 18' 11 -5 NOTE: NUMBERS IN LEGEND REFER TO CITY Of E R1-t 30 30 30 12-6 OTHERSRENTON STANDARD PLANS. e� F i-1 30 30 30 30 12'-6- BY OTHERS -1 30 30 30 30' 12-6 BY OTHERS R3-7 30 30 30 30 12'-6 z R3-7 30 30 30 30 12'-6' ON LUMINAIRE L-15. a 12 18 12 1 12-6 R2-1 24 30 24 12-6 ON LUMINAlRE L-18. 1-1 30 X30 30- 30- 12'-6- OTHERS o S3F - 30 30 30 12'-6 BY OTHERS 44A R -t 4' 30 12-6 ON LUMINAIRE L-27. $4B 12" 18 1 —6 t LOCATE BEHIND WALL an m S4C 1 ' 1 ' 18 15—6 t T HIND WALL SSA D3 VARIABLE LENGTH 13'-6' OAKESDALE AVEN RELOCATED FROM SW 1 TH ST. 03 VARIABLE LENGTH ag RI-1 ' S58 1 D3 VARIABLE LENGTH 13'-6' D3 VARMLE LENGfH w R1-1 SSC 1 49.5' 14'-0 W1- _ S50 R3-7 30 12-6 N EXIST. LUMINAIRE. z SSE R -7 30 12-6 N SSF W1-8 RT 1 ' 24 12'-0 S5G W1- LT 1 ' 24 12-0 ♦� . S5H R1-1 30 R1-1 IS TEMPORARY UNTIL SIGNAL INSTALLED k OPERATING FOR �♦ R3-8 30-X30- 30• JO 12-6 WHEN Rt-1 REMOVED REINSTALL R3-8 WITH THESE DIMENSIONS SIGNATURES Y AND SEALS. m REFER TO ORIGMAL pk FULL—SIZE CONTRACT# NOTES: ♦ DOCUMENTS DATED # 1 ALL SIGNS NOT MOUNTED ON LUMINAIRES SHALL HAVE 4'X4' SINGLE TIMBER POST UNLESS OTHERWISE NOTED. ♦♦DECEMKR 1a47i� 2, SIGN MOUNTING WIDTHS. HEIGHTS, AND DETAILS SHOWN ON STD. PLANS G008 AND G021. LENGTH V- 7' FOR ALL SKINS. 3. SIGNS SHALL BE PLACED DIRECTLY BEHIND SIDEWALK UNLESS OTHERWISE NOTED, 0 4. SIGNS MOUNTED ON SIGNAL POLE MAST ARM ARE SHOWN IN SIGNAL PLANS. z a o OAKESOALE AVE. SW EXTENSION-PHASE 1A DING NO. $ SIG MARKIINGPPLANENT SHEET in t SW 27TH ST. AND 16TH SW ST. 88 OF 96 vt Z ( SW 27TH ST. STA. 10+75, 36' LT 4 SW 27TH ST. STA. 11+94 Z._�- "I I L I SIGN S58 SIGN S5E, R3-7 SW 27TH ST. STA- 10+883 $Q�E AVE 8W 03 4 SIGN S5D, R3-7 Q I MOUNT ON EXIST. LUMINAIRE X to Y sW 27TH sT. D3 , ♦� AINxf w o - 0 '$e Ml1ST Tup+ 3� 3 i I�� +00 In In I +7 5 "I- 1it>!iTLJ N ZSW 27TH ST. STA. 13+43 zREMOVE Rt-1 END REMOVAL Of ExS7. " � +74 LANE LINES jig' r, w 5 2 ;END REMOVAL OF EXST. , N > N O O gg CENTERLINE R� _ MATCH EXST. Li a N ----I srl sr O V) N O ; TA 1 + t i t' l� 1 1' YQ -- 3' RADIUS ow � N s+o0 8W. tt" -- 1T. - - - - - - - - - - SW 27TH ST. STA. 9+68 37' RT --__� � 10+00 ` $ t 2 1 7 j TAP R a SIGN SSA '-� .' _�_ 12+00 _ Q �.F AVE D3 (RELOCATED 27TH STRF`.I y — ' F r 12 1 7 t T P R FROM SW 16TH ST.}_ 11' 11' ow 27TH sr. D3 55' RADIUS uop R1-1 \ _ SW 27TH ST. J _ SCALE FEET �W h T O +a3 O 20 0 20 40 aL L u W - UQ'.. g` ..a.. ( • STA. 9+90.5, 37.5 RT - _ +56 +79 s • • • • • SIGN S5F, W t-8 RR�A • • r; tiBW:ti W 27TH ST. hLSW2L� . STA. 11+00 +p0 SIGNING & PAVEMENT MARKING NOTES A 9+98. 3 d BEGIN REMOVAL OF EXST. LANE LINES 71 `cog • SW 27TH ST. STA. 9+94.5, 37.5' RT SIGN S5G. W t-8 �_. 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, SEE au SIGN S5C {y, __`fin-,� - SIGN SCHEDULE. 18" 18" RED ON BLACK bw_. SW 27TH ST. STA. 10+8 2. ALL ARROWS TO BE THERMOPLASTIC AND END OF ROAD MARKER 1 >4= BEGIN REMOVAL OF CENTERED ON LANE. FOR ARROW DIMENSIONS, W/ W1-6(L) BENEATH EXST. CENTERLINE SEE STANDARD PLANS H006, H008, 1­1010 AND ' H711. TWO-WAY LEFT TURN ARROWS SHALL SIGNING do PAVEMENT MARKING LEGEND �9 BE SPACED 250' O.C. FOR NUMBER AND LOCK ION OF ALL OTHER ARROWS, SEE 10 DOUBLE YELLOW CENTER LINE - H001 k H007 1, SEE STANDARD PLAN H002. ` 3. FOR LOCATION OF FIRE HYDRANT MARKERS, SEE 20 LANE LINE - H002 do H007 \ STANDARD PLANS 8102 k 8103. `�'L 1 !i 4. INSTALL 'NEW SIGNAL AHEAD' SIGN ON ALL FOUR 4' EDGE OF ROAD LINE - H008 1,s 'r , 1 REMOVE INIGNALSLwHEN APPROACHES WITH HIGH INTENSITY FLAGS. SEE SPECS. SIGNALTHERMOPLASTIC STOP LINE - H008 1 4 ` 1' ` Ac OPERATING 50 APPROACH LINE - H002 k 1­1007� ° I 1 - - - SCAL E FEET O SKIP APPROACH LINE - H002 20 0 20 40 O7 THERMOPLASTIC CROSSWALK - HO1 ai 1, tt `THe / E ° NOTE: NUMBERS IN LEGEND REFER TO (J Q + 1 JF I �t ty$! +55 LANE J RENTON ST PLANS. S t n1 I REMOVE EXST. LEFT lvNJw'w*' - O = _ O 12'� - - s U ARROW 1 11' 1 ___ 12; - — --� --- 13+00 8+2 — 00 W-1�TH 1 Y — — — — -- — Q 4 0. _ _- ------ t REMOVE EXISTING ARROWS - g+ S -- ----- _ n.�..4.}�.r _ k H - ----- -- __ SW 16TH ST STA 1 1+02 _ MATCH EXISTING DOUBLE Ot YELLOW CENTER LINE (6.4' RT) \ ; scw�TUREs~�� 1 �' II �I II II MATCH EXISTING APPROACH f AND SEALS LINE (5.6' LT) TO III; FULL-SIZE coNrw�cT i T R 1 Iy�7R DOCUMENTS DATED I SW 16TH ST. STA. 9+ + 4DECEMKR 1997i TO BECOME PAR'.OF 't' a REMOVE BOTH wt-8 SIGNS L { z SIGN SSH. REMOVE +30 �ct +S� REMOVE 03 SIGN R T 3 SIGN T (# pvpi WHEN SIGNAL IS N� I SW 27TH ST. STA. 9+68, 37 RT doI49 8w WTH ST INSTALLED . ` r� OPERATING OAKE.SDALF AVE 9W