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HomeMy WebLinkAboutTED4001916.1BENCH MARK: REFERENCES: c17Y OF RENTON !3_M. EL 52.87 RAPI/y � DRIVEWA\l ELEV',5 FROM DESIGN \ 5.W COR. SECOND LIGHT STD_ 5URVEy DATA BY ARNETT t ASSOCIATES. D,47ED 8•13-8i ,RASE IV W CARCO PARK ENTRANCE SITE D/MEIVS/ONS, BUILD/NG LAyOUT PARK/Nv SO. ,S/DE OF MAPLE VALLEY f/W6. TAKEN FROM PLC ANS SY VAN LOM ARHTS ITEC A.I.A. PC. DATED 8.26.87 (REV. /U%12/87,. 8"4 C. Al R Ca .-7•30 % OFFSET LOCC'ING FRAMEZ COVER 50 TI-/AT R00A11,0 50LID LOCKING f L/D /YWPk' ED ORA11V RIM EL . 53,03 RESTRICTOR /POL_LuTiON CoNTRoc DEVICE 15 PROPOSED SIL VER CLOUD MOTEL O� N V/S/BCE @EDGE OF OPENING ,4/�lD D/,PECTLy q•4 V 4 . Q o �` r, °� O VER LADDER CL/Mg DOWN SPACE /5 CLEAR S . ' �. �_C.B8 8' L K � r' OF �R,(5ER � CLEAN -OUT GATE.F; Q � RIM EL. 39- 5 4. I I I j 4®O Cf1A/N. CDNNFCT r .° 4'e /NV.-, � 52.62 TD L/FT GATE -f ,(BOLT -0. I I STD. GAL VAN10EO 5TEEL C,,6. k �,s mill �oAn 52 6 4� SE TO FR,41WE a 6. 8 "� INV _ 52. 8 s - ..:. `..� ' . o: 5 TEP5 5ECURE,D @ TOP 4 N CONCRETE I 50.93 P W z RE A/NING WALL ��. 8L7TTOM. 3G"¢ �' /V CMP c4 I OVERFLOW EL . S/ 2�--- • -. o .p.. 0.5%� .a 0 �9•©0, i - _ .. 4-1 o o INV. F 2' 48.88 EX. C071C. BETA/N/NG WALL RISER PIPE SUPPORT C .. 5TRA P 0 5>% . A ADDED.38 f C :.:..... ---- C.B.I - � - - C B //1i'V. RIM EL 9 -G. �}LL METAL PARTS SURFACES TO 8E /YIADE CiROUT(T P D 3�"4 OF CORROSION RESISTANT MATFR/AL5 OR A 5TRICFOR 4"e PERT P. v.c. -h°� 1 E I2 "CMP N 5I.02 Y•� C.M.P. GALVANIZED. COMPLETE CORP05/0N PROTECTION I - POLLUTION CONTROL FOR FOOT/NG DRA/N I I E I2DMP S 4 8. 72 MUST 0E ASSURED. ALL METAL PARTS 1 ,C7E ICE (EXCEPT AL.) SHALL HAVE TREA TMENT I 4 --• ' \ ,45PHAL7/C COAT/NC CAR BETTER. D1551141LAR / Q I • _ - ; \ ; METALS S14ALI BE 5EPARATOR BY MEAN5 / J I p o 2 00% 2 oox I , ... �- -- _ OF NEOPRENE, OR EQ CIAL� 6A51<ET5. THE 5EPAR,4TION OF/ 5 /MI L-4R METALS ANIU5T -- I MODEL O - 2"O RE5TRICTOR - 4 ,BE ASSURED. ^ ; 5 \ / �Z BY C 5CA0E L1L VER7 INC . :. E©UA L) SMOOTH•! WALL Jt oc� o - -- STU6 /2 d X Z O LONG iV , 5• � ... . ,,. L /FT G,4 TE A SSEM�� PER STD. NO 75 - CITY OF RENTON ;. 20- I w5LD_. 12-GAGE Pe -ATE W171/ °.. E o 54.00 X CB - o CA- AS/N TYRUI v. C.B. NO- / y3 6 �+ .cz�5 z- TION hk• `' v' y3$° I � RIM EL. �- 52.6Y eS�C - - - EX C B I II ( - -- ) II+o 49.69 4' PVC NW CONS TRUC T NEW 6 "e l Q , CMP / wiz SIDE SEWER. I -�'� _ 48.76 $ (62 4 9.1i' 4 IPVC NE P. A/80 2 VENT 2�'� i 102 L•r N48"¢ CMP. (/,j GA•) W/ 2 - Z,')C36`0 L•M.P STL/85 C0.50%50 I 78 / ;° 8 8'e C.M.P. 76 -+ . � of 8.00% _ \s ti' r - -- O 74 ELEC. II \ (v RZ 0 \sV'� 72 o h 131 51. 70 A I L.4/vpscA,oi.�VG N. „w /32.00' ti i - '� 66 2 L E4,5`E 4REA rr rr (q N O � a d 4 ADDED C.B. I Q Go. RIM EL. = 47.20 161 FT /,2 C.M (NEW) oa 58 I.E. 12" CMP E = 43.10 Sr P '�' ¢ I.E. GN-sro,Q.ti v�.41 E. 12" CMP W= 43.05 �.1 ATER V4(VE no 54 ,_-- STL/GHT D4 C.B. NO- 4 TYPE // 54'- • 1 T NOTE.' RIM EL. =53 • M 53.27 ADDED C.B. # ti ALL EX1,5TINC 11VV.'5 0 NEW TIE-INS 8'e INV49.61 49.72 N G.E. S11A L L BE F/EL D VER/FIFO AND THE 36"o -INV. -7 -8- 46. 9 7 E /NV. /0 "4 46 57 ( VERIFY) - EX r,,Q 8 No RES TR/C TOR DETAIL5, SCALE: ///= 2' EA16/NEED NOTIFIED OF ANY 2's AIR VENT at 5/. // /NV. 8'O 46 90 (EXIST/NG) 47.26 E �dVM EL 50.31 2 , 0�79 34 L T. ADDED C B DE-VIATIOA15 PR/OP TO BEGINNING r COAIST2UCTIoh' r. X. C 9. No. 3,� f.E. 02 CMP E 47. 0� RIM EL. §2� 53.07 RIM EL ,i z0. 62 ° /.%ems -_M EL 49369 I.E. 12" CMP W 47.2_ MARL E VAL8L, 'V 97614W,4 Y 8"o INV.-4�E 49.84 9 E 12 CMP N / E 12 It CMP E 9 E 12" CMP W 4;7. 50 47.30 47 r 00 -' 24 ' VARIES - PARK/NG p /VEI�PROP05EO F3U/L J/NG SPACE C.B_ No 5 TYPE // 54 "e RES TR/C TOR 2� - CEME/vT CONCRETE �51PEWA6k' R/M EL. 53- 53 y,8 OEPTq = (o // MIN. 8's INV. 49.08 48.888 8 "N EXTRU/JED CEMENT °` 3 48.98 8" E CO/VCRETE CURB �1_� ;:° ,'�', 46-7-546.38 36" VW 2" COM'PT DEP7AI CL '8 'A,5PNRLT/C CONCRETE ' - I%i' COMP'T DEPTH CR. �5UR)c,4C11,1G TOP CESE (5/8//-) ) 2%z" COMP'T OEP71-1 CR. 5URFACIIVG ,RASE CRSE I LEGEND EXI5T/NC GROUND L 11VE - - -- EX 15 TING WATER MAIN -- EX 15TIAIC 5AN/TA eY 5EWE,0 MAPLE ' ,E,(15T/NG 57ORM LIRA/IV VALLEY 0 EX15T/NG C-3 • IVE 1416YWAy I NEW 5 ORM ORAIAI -- EDGE EX. PA VENIENT J CUR O, GUTTER ,� S 1DE WALIG S&CC TION A SCALE.' 1-1002: 1'/= 20 ' VC -.PT / /1= 2' No Date Revision l 7/29/88 AS -BUILT STORM DRAIN 9/It f88 ADDED C. B. FERGUSON 8 SONS 97587 50-93 OVERFLOW EL ,r,005101V CON7120L 7E1wpOeA2% E/ZOSIDN e ,SE0IMENTATION CONT20L S14ALr- BE PQOVIOEO 6y T/IE EX/,5 /NG CAC161 ty PL�EVIOUSLy 1-)PP,POVFD By CITY OF ° F- ;roK r--0 TuE lAlIT14L 5ITE GRADING App'd By Designed By JRN. Approved By AMA AMR Drawn By: -_ ✓Ohn Newe// Date: _ September, 1987 Horiz. l"= 20-0" Checked By: - .. - Scale: Vert. -- ��`�`-- EX. GRD LINE ---- 55 -54 - -53 _ - 52 --51- 102'- QF 48"¢ C.M.P. 5o STORM DRAINAGE DETENTION TANK AS BUILT PER SECTION 7-4 of the CONSTRUCTION MANUAL 47 for MUNICIPAL PUBLIC WORKS 46 1973. 45 44 43 4Z s C6#4-ryPEJl-ss„0 41 ono G. E. �- - -53.27 -- - - - - 4a � y� INV 8'� - 49.72 HYY 36"4 4 7. E�? 46.97 RE5TRICTOR C.B.- 54 "0 ryPE If Q ° RIM - 51.C3- 53.I8 8� INV. 8 "4 49� BE- 48.88 11VV. 36 "¢ 46.75- 46.38 INV /2"¢ 4&.7-546.28 OVERFLOW -3fi-2 59.93 ORIFI,�E 44.75 DETENTION SYSTEM -- PRORL E YOR/e / "= 50 , 1/ER7_.' /"=5' John R. Newell Inc. P.S. 231 Williams Avenue South, Renton, Washington 98055 Phone 255-2190 I V/C/NIT Y MAP GENERA L NOTES I. ALL WORK AND MATLRIALS SHALL BE IN ACCORDANCE WITH 1981 A.P.W,A. STANDARDS AND SPECIFICATIONS AND CITY OF RENTON REGULATIONS AND REQUIREMENTS AND SUBJECT TO APPROVAL AND INSPECTION BY CITY OF RENTON. 2. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS SO AS TO AVOID DAMAGE. 3. THE CONTRACTOR SHALL NOTIFY EACH UTILITY AND COORDINATE HIS WORK SCHEDULE WITH T'IIE CONSTRUCTION OF POWER, TELEPHONE, GAS AND CABLE T,". FACILP -'S. 4• ALL STORM SEWER PIPE SHALL BE C.M.P. 16 GAGE OR AS NOTED ON PLANS, GASKETS ARE REQUIRED FOR ALI, STORM SEWER PIPE. 5. ALL PIPE I3EDDING SHALL BE TYPE 'F' STANDARD PLAN NUMBER 62. ALL PIPE/'TRENCH BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM RELATIVE; DENSTTY AS MEASURED BY SAND CONE METHOD ASTM D 1556. 6. ALL 'TYPE II CATCH BASINS SHALL BE A.P.W.A STANDARD PLAN NUMBER 55 OR EQUAL. ALL TYPE 1 CATCH BASINS SHALL CONFORM TO A.P.W.A. STANDARDS AND SPECIFICATIONS AND R.C.P. STANDARD CATCH BASIN 15 OR EQUAL. 7. CATCH BASIN/INLETS FRAMES AND GRATES SHALL BE ADJUSTED TO FINISH GRADE JUST PRIOR TO POURING CURB AND GUTTER AND PAVING. 8. CEMENT CONCRETE CURB AND GUTTER SHALL CONFORM TO A.P.W.A. (1981) STANDARD PLAN NUMBER 1 TYPE A CURB AND GUTTER. EXTRUDED CEMENT CON'CRIiTE CURB SHALL CONFORM TO STANDARD PLAN NUMBER 6A. 9. ALL SIDEWALKS SHALL BE TYPE B STANDARD PLAN NUMBER 14. 10. ALL MONUMENTS SHALL BE CEMENT CONCRETE WITH COPPER WIRE OR TACK, MARKER FRAME AND COVER SHALL CONFORM TO RENTON STANDARDS AND SPECIFICATIONS FOR ROADWAY MONUMENTS. 11. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS OTHERWISE APPROVED BY DEPARTMENT OF PUBLIC WORKS. 12. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS MUST BE CONTACTED AND A PRE -CONSTRUCTION MEETING HELD, 13. ROCKERY WALLS SHALL BE CONSTRUCTED OF SOUND DURABLE ROCKS USING 2 TO 3 MAN ROCKS. SOURCE OF MATERIAL TO BE APPROVED BY CITY. 14. ALL HORIZONTAL AND VERTICAL LAYOUT AND CONTROL SHALL BE DONE BY A LICENSED LAND SURVEYOR. 15. AS -BUILT PLANS AND RECORDS SHALL BE FURNISHED BY THE CONTRACTOR SHOWING ALL DEVIATIONS FROM THE APPROVED PLANS. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. A L (_ STORM 5EWER, P/PE SHALL BE 6AL YA1V12ED 5TEEC TREATMENT / (16GAGE) 0,2 ALUM/NUM NEB. Shari 's restaurant Drawing No ° w WES TPA RK CEN TER REN TON WA. 1 ,4, PA V ING and DRA INA GE PL A N Sheet. /__7 __ y b J a r c> 0 y O �9 C_ z� 1 0 y M"J 0 O Z i