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HomeMy WebLinkAboutTED4001533.6STA. 20t7Z -- /B' LT. `-' IF IV NEW 5 " WATER MAIN \ SEE "THE TERRACE - 0/Y-51r,6 PLANS , SHEET 8 Of 9 FOR /1Y5TAL1_AT/01Y DETA/L5 ' EX/5T• Tyr ✓5ReA. t 2sa � 048 - EX/Si G' H/GH ROLK �f:4LL W - 97A. 2_9,,53. 45 - END NEW 5' WIDE CO/VC. 5IDE✓Y.41-K END /5L.,4N0 I? CURB RETURN 57,4. Cot 5I. 03 mi �J ► I^ r ��; © INLET # /2 •A - TYPE 27-K (Gf5/.54%5TA.6050-32`;/3'R� RIM = c'c t/. /4 STA. 2/ t 25. G7 CURB RETURN 574• 611495. PF /8' RT._ BEG//Y TRANS/T/ON, F. 2. = 2G8.43 MATCH EX/5T/N5 IV 4b<e iJTTyiC �J'`�G�E_l�Y_ _-�_EE TiY--= T 4 �L WHEEL CHA/R RAMP '3 Z14 STA. 22t05.�7 37'4T. CURB R67L/RN 5TA. 22tro5.lo7; 47'41T. / EIY.7 TRANS/T/O/Y a \I- EX. CATCH BASJIY- 7 5' WIDE CONC. SIDE WALK LL/KO (JA/A R= SD' L = A6. 87' ,5RAuE FROM BACK OF 5/DEvYALK TO PRO,0,59rY L /NE 01 2.00 i �LA L A *�z 9w/00' Lr EX/5T/NG J!o"0 D. /. P. !N. M. /C'_ N � � I i a - n /O'(TYP) > Z \ ( EX/57/1Y6 8"0 STORM P/PE a 20 Y 78. 00 - 2L9'RT 46-'B`"L' IN5TAL L NEW MH TYPE .7 4d" p EX/ST/NG CATCH BASIN ,Pints = 05'. a/ RIM = ,�? _ MAT.;N :x. oA✓'MT% C. = 045. 0 / -15" JUT le. _ 246. 00 - 15" F,' /2 - i.E• _ 04 .?/'-15"i1Y CONTRACTOR TO VERIFY EX/57INO L49CA710AI 4' • = 74 Z 7B -- /,� -IN /• ,5 15" PIPE PRIOR TO /1Y5rAL. L/NG NEW MH GENFRAI- NIFFS: 1. ALL WORK AND SERVICES SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS, SPECIAL PROVISIONS, CITY OF RENTON STANDARDS AND STANDARD SPECIFICATIONS FOR MUNICIPAL WORKS CONSTRUCTION, APWA - 1977, UNLESS OTHERWISE NOTED ON THE PLANS. UTILITIES AND/OR STRUCTURES SHOWN ON THE PLANS ARE APPROXIMATE ONLY AND ARE LOCATED FROM INFORMATION MADE AVAILABLE BY THE VARIOUS AGENCIES INVOLVED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ASCERTAINING THE ACTUAL LOCATION OF SAID UTILITIES AND/OR STRUCTURES SO AS TO AVOID DAMAGE OR DISTURBANCE. 2. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO INSURE SEDIMENTATION LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 3. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS, EASEMENTS AND/OR RELEASES. 4. ALL STATIONING SHALL REFER TO STREET CENTERLINE STATIONING UNLESS OTHERWISE NOTED ON THE PLANS. 5. ALL STORM DRAIN PIPE SHALL BE PLACED IN CLASS "B" BEDDING PER APWA 1977 SPECIFICATIONS. ALL PIPE BACKFILL SHALL BE COMPACTED TO A MINIMUM 9510/1 OF MAXIMUM RELATIVE DENSITY PER 1977 APWA SPECS. 6. CONCRETE STORM DRAIN PIPE SHALL BE PLAIN CONCRETE PIPE CONFORMING TO ASTM C-144, CLASS II, EXTRA STRENGTH, UNLESS OTHERWISE NOTED. 7. CORRUGATED METAL PIPE SHALL BE 16 GA. HELICAL AND BE EITHER ALUMINUM ALLOY, OR GALVANIZED STEEL WITH TREATMENT 1 OR BETTER. ALL ALUMINUM PIPE IN CONTACT WITH CONCRETE SHALL BE ASPHALT -COATED TREATMENT ONE OR BETTER. 3. ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT -COATED. COMPLETE CORROSION PROTECTION MUST BE ASSURED. 9. ALL CATCH BASINS SHALL BE TYPE I UNLESS NOTED OTHERWISE ON THE PLANS. ALL TYPE I CATCH BASINS SHALL CONFORM TO THE 1977 APWA STANDARD PLAN NO. 52. 10. PROVIDE 24" MINIMUM COVER OVER STORM DRAIN PIPE. 11. CATCH BASIN FRAME AND GRATES SHALL CONFORM TO 1977 APWA STANDARD PLAN NO. 49. 12. THE CONTRACTOR SHALL VERIFY THE INVERT ELEVATIONS PRIOR TO THE CONSTRUCTION OF STORM DRAINAGE SYSTEMS. SHOULD A DISCREPANCY ARISE FROM THE ACTUAL CONNECTION INVERT AND THE DESIGN INVERT, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 13. ALL GRATES SHALL BE DEPRESSED 0.05 FEET BELOW PAVEMENT LEVEL. DO NOT ADJUST INLET AND CATCH BASIN FRAMES AND GRATES UNTIL JUST PRIOR TO POURING OF CONCRETE CURBS AND GUTTERS. 14. WHERE NEW PAVING MUST MATCH EXISTING PAVEMENT THE CONNECTION SHALL BE SQUARE CUT AND ALL DEBRIS REMOVED PRIOR TO PAVING. A TACK COAT (ML/250) SHALL BE APPLIED TO INSURE PROPER SEALING PER CITY OF RENTON REQUIREMENTS. 15. CEMENT CONCRETE CURB AND GUTTER SHALL CONFORM TO THE 1977 APWA STANDARD PLAN NO. 1. JOINTS AND CURBING SHALL COMPLY WITH SECTION 8-04 (1) OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION - 1977. 16. MONUMENTS SHALL BE INSTALLED AT ALL POINTS OF CURVATURE (PC'S). POINTS OF TANGENCY (PT'S) AND STREET INTERSECTIONS (SI'S). MONUMENTS SHALL CONFORM TO THE CITY OF RENTON STANDARDS. SUPERIOR REPROGRAPHICS: - 5709M PIPE S.Z 22t 92. 78 - N. E. 3 rd 5T. 7f39.22 5DA41)NY''5 A✓E. EXI37'11v5, ELE✓. - 270.00 0 1 sr4 6,.' 50-:30 ; /7 13' LT. (Si- 51. 7I) •s's'F E T .s� OF CURE RETURN 5TA. 23 t!o 7.5t'o ; 37' LT. F. 4. = P73.94 \ n EX157/NG POn Eel )991-E TO BE QO RELOCATED vY /?5. P. L. 0 O ti O STA. 24t04.59 36. /3' LT. f GRATE ' 1 RELOCATE eX15rINO OR INSTALL NEW CB, ExTE/v0 vX/ST//Ys P/PE . \ RIM = 077. 14 G , � U5E APWA TYPE 44, -,4 W. A46 /' 4 -C GR4TE)z6 C'v.Pe If '� STA. 24tZ7. 5!o ; 37' LT. 60' 6Ea1IY TRANS/T/')/Y 60' 80' rR.4N5/T/0IY CUKti 014rW t / L = 5;' 38' YM rx I I i STA. 25 •r07.5G R=/oo, 51V0 TR.4/Y51Ti0/1/, MATCH 44W7ED DOUBLE (NEW) /0'- ev STORMP/PE Tom- EX/ST/Na CUKr3 Y.LLOW LINE Cai 70 /p • / I `� EX/7T//Y. CURB vt1 TTER Q TYPE A MAFF/G _ _ Aem )v_ FRDM .574. ?/t254,7 TO 5TA. 25t07.5101 w �. BLOCK AROUNO TYPE C 7AAFf/C ` ti ISLAND (TYP.) BLOG,t' FROM Iz;LANG• (TrP. j I / \� 1 fX.r,';•V �L�1,,:3C�,L.•••1//VTSTR/� -� 4 % N�1/✓ TYPE C' i �in-.Cf=/�' G'U,F�� WIDEN EX. _R0140 - -a REMO✓E 5X15T111yYyl6 CURB ; W/OTH ✓/1Ri= 5) v' FROM SEE TYP. 5ECPON, 5/H 4 5TA. 21 ,-25. 67 TO FOR R:Av 6OMP05/7I0/Y STA. 25 r 7. 5( FX/5T. GUTTER 411YE _ DI zooi SAvVCUT EX/5T/NCB PA61,5mENT r FROM EXI571H6 GUTTE,P LINE A. W P. A. TYPE A PREC,45r TRAFFIC CURB il L/5E TYPE C WHERE , YPE A BLOCKS MERGE NN \ r--- EX/STINCU /2" IK STORM P/PE 3 rd S'TREE T EX157//Y6 STORM MH I \ I lot EXISTING B"� STORM P/PE ,,?I/Yf = 2Co 9. 9 7 I.e. = 2Co 4. 17 7 15" (EX/5T ) E. = ZeoS. OZ /2" (EX/.5T. EM I Zy_TO At - NEYs' CONC. CURB 2" M/N. 7'HICKNE55 CLA55 B' ASPHALT ©00 �'o•;c�.o•c�. Ada • v.avQ. °• \ -- PIT RUN 44CKFI1-1- SEC r/DN .4 7.4 1%1 T. 5 l EX/5T/1YCa CATCH BAS/1Y 23tG5.09 - q_ AMINJ IV0N. IN CASE EAST RIM OF CA5E /O' (TYP.) zoo ' -00' \-- PLACE IO" PLA5T/C TRAFF/; 6w-r,N5 (STATE :JF 1NA51-1. - STD PLANS FrJR ROAD e BRIDGE G 01V5T•) ON' EX/57/NO CE/vTcRL11Y= A/YO AT END OF /SLANO ON 6104C/1v5 45 //YDICA7-,_=O �Pr EXPANSION JOINT (TYP) s. 5fl is, 0 , y: EXPANSION JOIN?' ( TYP ) 9 EXPANSION JOINT 64.5 ' VAR. LEXPANSION JOINT (TYP) SAWCUT EXIST. PAVEMENT 1.0' MIN. FROM GUTTER LINE(TYP) ... • • .:. I.. DROP DR WY. SECTION TOP OF --- SECTION A -A PAVING ­4 LIP FINISHED TO I" RADIUS -DRIVEWAY _ DErAIL _ PER C/T y Jr R.5%YTON STANDARDS `N5kA1 NOrE - JOINTS - JOINTS 5H,4L.: BE PLAC50 45 5h'v WN OR DIRECTED BY THE ENGINEER 1WATER/.4 L5 - SHALL me - r SPEC/FICATJONS CONCRE: TE - Sy.4LL BE /4 OAY CLA55 & (I'*) AIR - ENTRA/NEL) PORTL AND CEMENT CONCRETE. I u TERRACE • OFF - SITE ®►�a-� �� �oay� N.E. 3rol ST• c� C10-19-54 DES-I-GNED-_M-A___�AUG 8I45-BUILT Dk�tNO.-____ FILE AR5`YqAiNN 7UOELt7y=LEFT7I1f7NCIVAWiV--L" CLK 7- 2C9 DRAWN_- _ C. L• K. - -- - /zarrcw/.: vo,avo ea s .a� - -_ --- -- -- ^ SCALE In= "cO� 24 tOv - ADDt=O FRAME CHECKED .---V•E.W. -- FIELD BOOK �_PAGF -. 4 GRATE TYRE NOTE CLK 2-9-82 r�, ti. NO. REVISION BY APPR. DATE APPRe�VEG Lam_-=��':/'� , � � SHEET _6 6_ DIRECTOR OF PUBLIC %YRKS 7204.38