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HomeMy WebLinkAboutTED4001834.1r City Of A Portion Of The N.E. 1/4 Of The N.W. 1/4 Of Sec. 18, Twp. 23 N., Rge. 5 E., W.M. Renton LEG CONTRACTOR /S TO VERIFY DEPTH AND LOCATION 09' EXISTING WATER MAIN. SIDE SEWER PERMIT REOU/RED R.O. W. I PERM/ T REOUIRED. A/rport n END 202 END CURB, GUTTER 8 SIDEWALK 3rd St. � T.G. TOP OF GRATE STA. 100+12, 18' RT CITY Q\ B.O.T. BOTTOM OF TRENCH 2%QT �� DETECTOR DOUBLE CHECK VALVE ENTIRE �a�SFc� C,S, 3. 43.0 PROP. ELEY. 1, - 90' BEND SEE DETAIL SHEET C-VAUL T MUST BE ON PRIVATE PROPERTY. \ 43 PROP. CONTOUR q�2 �F�Q��F REMOVEEX. GUARDRAIL / CONCRETE B OCK BEGIN TAPE TO EX. PA VEMENT Z o DOWNSPOUT � �'�' EX. BLOC. RO F ORAI/(TI 8 49 S �0 47.0LA LI SCALE 1" = 200' (43xo) EX. ELEV. �� Qi .� k uq A LE. �-6- / APPLICANT SHALL OBTAIN S 2nd Pl. Q Z �0�* - - ` ____� A SIDE SEWER PERMIT PR/OR TO OF Q� ~ 6 STARTING CONSTRUCTION OF SIDE SEWER �O J f 14' DR/ VEWA Y STA. 99+ 79 - R 475 GA / �/N n Xrcn r c iivvC7TT'- LP r ( �Yl m 1 1 r.vvrr/-7TFl7 1.. Airport Way r 8 84) hq G cn P )' T ORAIN PER SEC. A -A in RENTON Pie 53 02 As ON SHT. C-3 1 - 12" X 12" X 8" TAPPING TEE 1. W. 2nd I - 8" TAPPING TEE ton r48 j . ��.2 47.5 0 �` l - CONCRETE BLOCK MATCH EX. EDGE PER r ' �" F.F. = �- SEE INTERIOR RISER - CITY STANDARDS /,WWII A i3 DETAIL, SHEET C-6 q 1 EX. SSM.H. 20 10 0 20 40 A I.E. = 38.83, 0 ♦ REMOVE EX. o [� oeQ SEX s� o SCALE: 1" = 20' 45.2 Y MAP �' VX �E. _- 44.62, 6'e N 0 201 CONTOUR INTERVAL = 1' I.E. = 44.60, 61e N.., S., W. L, r4 20 DATUM: CITY OF RENTON Q 6 / A B.M.. ELEVATION BASED ON BENCH MARK f/ a & A 111 No. 386 PER CITY OF RENTON, LEGAL DESCRIPTION �° ME �\0�� 3I ✓ ��o FOUND R.R. SPIKE 1.00' UP ON / ° WEST FACE OF POWER POLE AT 3/'e DO ESTIC THE S.E. CORNER OF HARDIE AVE. 0 e qD (O �Y WATER TER N.W. AND NELSON PLACE N.W., `g FIRE DEPT. '� ELEVATION = 46.58 M.THAT PCRTION OF THE NORTH 130.00 FEET OF BLOCK 53 N.H.$a �<'`' cg*t 5a Tyt I CONNECT/ON LATIMER'S LAKE WASHINGTON PLAT, 1. E. = 41n.13 ) ACCORDING TO THE PLAT CONSTRUCT/ON ENTRANCE !47/Illh'l AZ Z� 00 �O ` INSTALL O' DRIVEWAY DROP THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 70, IN KING PER DETAIL ON SHT. C-3 k4 i �e� so�. PER CITY TANDARDS # ' /-6"X6'X8"TEE COUNTY, WASHINGTON, AS MEASURED ALONG THE EAST LINE OF SAID r47 .� ' • . ' 'R / FIRE HYD ANT ASSY f 2s' OR/vEwAY sTA. 98+�s ORA/NAGS STRUCTURES BLOCK, LYING EASTERLY OF 91 st PL. S. 5 a °620 . 3l8 I PER CITY O `IRENTON STOS A A a STA. 200+9 .30 L T d TOGETHER WITH THE SOUTH HALF OF THAT PORTION OF VACATED ATST r47 X7�7.ty� 0 6'-� s o S/oE l g l C.B./, T YPE l O C.B. *8, TYPE 1 4 8 EWE l - 90• BF_ND O TG - �f€8� 4(0.�i�I SOUTH 130th STREET ADJOINING SAID BLOCK 53 ON THE NORTH, Sex - ^� l CO CRETE B OCK I. _ 4.-82- "e 44. 9(r`t) E'= /2984 LYING BETWEEN THE EASTERLY LINE OF 91 st PLACE SOUTH AND gg�9 `" 32` �8 w a6 a, 44.oq(E) 47.3ro (s) N > i THE EAST LINE OF SAID BLOCK 53 PRODUCED NORTH; EXCEPT 7yg �. o � p % C.B. *2, TYPE / a 9O C.B. *9, TYPE / w/ REPL T.G. _ -44.12 44.20 T.G. = 4g§6L 42.50 THAT PORTION, IF ANY, OF SAID VACATED STREET LYING WITHIN PRIMARY ��` 45 / t. WITH SEEXIS CURB EWAY ® I.E. = 9c- 12"e 42.t5 (w) /.E. _ �#esC2 12 "0 STATE HIGHWAY N0. 5 /5''S.D. EASEMENT Q / Fj LE. = 17, 6"s 42.10 (E) 40. -5 (W) l TD C/rr GUTTER. 42.3D<N) 40. i5 (S) E EC. O C.B. *3, TYPE/ SOLID LbGKINh ufl BEING A PORTION OF THE N.E. 1/4 OF THE N.W. 1/4 OF SECTION 18; 5 1 - ` v ULr TG =-43:Os_ 43.01 1 8 PROVIDE IN TOR DITCH Q 4 l.41 N T. 23 N., RGE. 5 E., W.M. a'l'y .. _ � r� J j 4 I. E. _ eft. 6� /2 "e 4 l • 2 ro (E � v�/ ) (47 441 d X�4U1k1 " A550 4(CITY) y AO 3 CITY 4 3 j 2 12 9 a WITH ROCK Cr E DAMS. 8 5 4 C.B. *4, TYPE / w/ vANirD)CRATE �� f CURVE R = 392. .,';,.:' ... G. (SEE DE TAIL) = ASBU/L T f CAL C J L= 8.7 ..::4'.;''`;.:;;:.:; �C I r Y) �i� EX. F.H. T G. zR�# g� 4 4 l II _ -I ULT / I.E. =2`T 6"e 42.14 (FJ) d = 25 8522" L EX. C.BVE EX. 5 3' 1_i PRIVATE O WA R SEPERATOR L = 19431 kt0 2.5' 2/0 LF Fl TER FABRIC FENCE RIM = 42.15 TO BE INTAINED Y PROPERTY A O OIL/WATER SEPARATOR 7 R = 422.84 ER DETAIL ON SHT. C 3 / 7 NE T. G. _ �12 59_ 42.73 l.E. = 4/.35, 6 e W OW, R. j I.E. = 4/.20, 6'e E 1 % I. E. _ �fB3Grr12'e 40. (03 (W) 40.4-3 (E) SEE DETAIL SHEET C-3 BEGIN XT UR& GUTT -► STA.9 C2B, ,l8 RTER &SIDEWALK _ � T G BOUNDARY BETWEEN /PER WATER AS-BUIL T *199 LANDSCAPING ISLANDS. i DATED 4-22-68 PG. 2 of DRAINAGE PIPES 150 451 I / PROVIDE INTERCEPTOR ©I DITCH ALONG S. BOUNDRY MATCH LINE, SEE SHT. C-2 O ��'LF, l2'e C.M.P., OF 51 TE. 20I.0 2.17% R TAPER 0 EX/STING GUTTER A 28-' F, /?',e wr C THICKENED EDGE _� NO TE•• SEE SHT. W- l FOR WA TER ®3 ELF 12 8 C.MP s = ' . P.P. R�` -_-� SYSTEM DETAILS ®® ELF, 12'e C.M.P., S = R� / 41 NO aa.aa - 1.37% INSTALL INTERIM CA TCH BASIN ®0 �48 LF, 6'a C.P.P., S -03, M/N. I pfE a2 P 105.0 4. &3 '/o �i E RO TEC TION PER DETA IL ON 6 ° f` g 5 ?85-LF, 6'e C.P.P., S='S13M/N. 0� 0 150 571 .. SHEET C-3 i 247. 04 3. 03 1/0 3 3 ® 0 25.9-:_F, 12'e C.M.P., S = Q ® BEGIN THICKENED EDGE SECT/ON ' STA. 97+46ls5'RT CHECKED FOR COMPLIANCE SEE DETAIL SHT C-4 T ITY STANDARDS \, V - Q Q Q ' CONFORMS TO CONSTRUCTION i DaI � a i - 0 l o, j� L 1 77.04 1.73 ® ll 7i8 LF, 12"e C.M.P., S = ° /2 12 LF, 12-0 C.M.P., S = -4'-f ,_X AS,y h /50 15) 50 RECORDS G Dat. , /. --y . 0.5 Min. , \� -ate Key Rock Into Swale V •M- D--- Swale Flow Line 0.25Mini 1 SY: DATF l�tV_ EROSION CONTROL NOTES A- '1 �kc►���' INTERCEPTOR DITCH X-SECTION 81 ROCK CHECK DAM 1. All limits of clearing and areas of vegetation preservation as prescribed on the plan shall be 5. In any area which has been stripped of vegetation and where no further work is anticipated for a MATCH EX. EDGE PER clearly flagged in the field and observed during construction. period of 30 days or more, all disturbed areas must be immediately stabilized with mulching, CITY STANDARDS00 grass planting or other approved erosion control treatment applicable to the time of year in v 2. All required sedimentation/erosion control facilities must be constructed and in operation prior question. Grass seeding alone will be acceptable only during the months of April through 1 WARN I N G to land clearing and/or other construction to insure that sediment laden water does not enter September inclusive. Seeding may proceed, however, whenever it is in the interest of the the natural drainage system. All erosion and sediment facilities shall be maintained in a permittee, but must be augmented with mulching, 1 Flow THE UTILITY L ITY 0 � p g ng, netting, or other treatment approved by the •_. o.: I - LOCATIONS SHOWN satisfactory condition until such time that clearing and/or construction is completed and CI of Renton i Flow ' '¢'�`:•:a:. - -- _ 4 4/ 0 9 / P City , outside the specified time period. ._ - _-:.�:�--: -' :. ARE APPROXIMATE ONLY. DEPTH potential for on -site erosion has passed. The implementation, maintenance, replacement and _ Dom. 0.5 - I �p additions to erosion/sedimentation control systems shall be the responsibility of the permittee. 6. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a UNKNOWN. CALL 1-800-424-5555 fence, a minimum of 3 feet high is required, with 3:1 side slopes. S Sump Behind Rods check Dam �kl� 3. The erosion and sedimentation control system depicted on this drawing are intended to be Key Rock �.° Shall NV 0 minimum requirements to meet anticipated site conditions. As construction progresses and 7. A temporary ravel construction entrance, 30' x 50' x 8" of 4- to 6- inch quarry s alls shall be Into Swale al Be Inspected Daily, 8 ` Q P ry g q ry P Min. 0.25 Cleaned When Collected unexpected or seasonal conditions dictate, the permittee shall anticipate that more erosion and located at all points of vehicular ingress and egress to the construction site. Debris / 9 9 Depth b s Exceeds 1 /1 Of Its \ sedimentation control facilities will be necessary to insure complete siltation control on the NOTE . p Q proposed site. During the course of construction, it shall be the obligation and responsibility of ti the permittee to address any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requirements, as may be needed to MOTE Rack Sho ll Be 8' Minus Quarry Rock . protect adjacent properties and water quality of the receiving drainage system. ��� L SURVEY PROVIDED BY GARY L. /�eCOMMEKDED ROCK CHECK DAM X- SECTION VAN NESS, LAND SURVEYOR, P.L.S. 4. Approval of this plan is for erosion/sedimentation control only. It does not constitute an RECOMMENDED # 213 6 4. E S M, INC. ASSUMES NO sFF 49 approval facilities. l of storm drainage design, size nor location of pipes, restnctors, channels, or retention cnP 41"(Y/All A1�PA0'VA' AECOMMENDE C` RESPONSIBILITY F 0 R ITS ACCURACY. o` 1� '" TYPICAL INTERCEPTOR DITCH Two -4�0 - /�'�� '��;,����� ����� ��°� ��.� �/L`ry ��� �• �- WITH ROCK CHECK DAM © 5 TANNED MAR 2 8 403 RE�/IS10NS NO. DESCRIPTION/DATE BY 1 89/11/18 R.✓.8. 2 PER CLIENT REOLEST 89iivro R.!$ PER CITY OF RENTON D.O. PER WATER DEPT. PER C/TY OF RENTON L T PER CI TY OF RENTON D. O t , PER CG /ENT REQUEST D. 0. AAIA BULL_r Dwv. 9/27/90 6 � N `n K 0 Z 0 J r M fN z 0 z W N in iYt i 3Goo� 3 � J N C 0O ;zN Q=� tC J Q N Z W 3 u W 30 Z . Z W w 1*Zo a O) IY (L 0 0 Z ULJ Q Z3 LLJ� VW Ld 0 �- Q Z 'Q QV) W C0 W W � Q Zz 0Q � 3: 5� LUtnz i 0 z W W aLL O U JOB NO.438-01-890 DESIGNED BY: F. Brown DRAWN BY: K.L. CHECKED BY: L.T.P. DATE: JUN'E, 1989 DATE OF PRINT C-i F SHE