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HomeMy WebLinkAboutW-40890200 � 00 n O I � N N I � 0- ry „, N.E. 1 /4, SEC. 32 TWP. 24N., RGE. 5E., W.M. - SCALE. 1_20 SSMH#1-54" 6+18.7, 4.31T 20 10 0 20 4o SEE SHEET C-5 FOR UPDATED RIM 141.73 8"IE (IN) 135.77 ALIGNMENT 8"IE (OUT) 135.57 BLOCK J SSMH#3 EX 8" IE(IN) 135.77 RIM 143.8 (POTHOLE EXISTING SS 12" CONC. 8"IE (IN) �37�57 IN/OUT ELEV REQ'D CB CB TYPE I TYPE I -CULVERT 8"IE (OUT)13.37 PRIOR TO CONSTR.) IE (E)=134. 8 IE (W)=132.2 RIM=136.80 RI RIMM= IE=135.0 138.81 .5 �, SSMH#2 RIM 154:53 / 9" STEEL 8"IE (OUT) 1 .21/ / AID 3 8TR %- / / / Q)/// 1 I I I I - - - _ 2 11 +63.80, 5.50 RT 1-8" 90' BEND (MJ) �Zl-THRUST BIL9 QK Uc rl _j A -i_�����55��_ JJJJJJJ-mad _ 1 1 +00 �0/ l / / / / / / / / l l l / / / / / A i o / // i - ������� Is 6' 6.5 co - AL L I �� //// L 3SCO r OTS / SSIHS RIM/ 145. 871E(0U 140.(b / C •� - - 10+ 10.73, 6.50 R 5 0 2. 1-8" END CAP MJ / / 1 ERt W . SV, �. 6"S 6/ 1-2 BO ASSEMBLY / / O/ CR� 5 .� :.I�;. 1-THRUST BLOCK / (STD PLAN 340.2, SHEET C-20) 0 Z / / �/ INSTALL 1-8"x8" VERT. CROSS / I / / 9/� I FOR REMOVAL OF CLEANING POLYPIG (SEE STD PLAN NO. // 152LF-8 DI 300.E �� / Ss SvcMPED i NQ L T 2 , / , �-u I / / / 00' ^ �I / i / / N88°34' 1 "W I \ l l GARAGE ❑ I 1 w- w w ED, REBAR CA 0 �7 0o CB TYPE I w I RIM=140.22 S, L I IE (S)=135.7 IE (N)=135.6 i!v < 41 i VF GO il Z Ji � O I 0 CB TYPE I L � I RIM=154.99 IE (S)=151.6 00 IE (E)-151.5 - 1E (N)=151.4 CROSSING TABLE CROSSING # STREET STA. SS WA SD © 5+98.8 TP 136.55 IE 140.2 ® 5+78.4 TP 136.67 IE 144.2 ® 11+57.7 IE 137.33 TP 136.19 5+15.8 IE 137.83 TP 132.32 © 4+81.4 6"TP 139.16 IE 143.01 60 4+27.7 6"TP 143.09 IE 148.21 4+22.5 TP 143.7 IE 151.9 8D 3+82.2 6"TP 155.78 IE 157.87 ® 3+81.8 6"TP 156.02 IE 158.20 ® 11+20.1 6"TP 139.98 IE 150.30 ® 10+77.7 IE 139.56 TP 138.55 ® 10+39.1 6"TP 140.8 IE 142.3 © 4+81.4 6"TP 139.03 IE 141.99 ® 4+27.7 6"TP 142.44 IE 149.7 0 10+39.1 6"IE 140.03 TP 138.91 NOTES: TP= TOP OF PIPE, IE=INVERT ELEV. 12" CPEP SSMH + �$ RIM -160. 36 Pt (E & N)=148.11 NEW IE (SW)=148.8 y rL"" l' ' / / %� a UNDER CONSTRUCTION AT 2/39. 1' �� - TIME OF SURVEY 12 0-L B TYPE I RIM=161.12 - _ I E=15 7 - -- _ 1 SEE RENTON + CB TYPE I STD DET 300.3, SHEET / �- c 6 s sC 5+0�8.0�4, 6.50 RT - W SOLID LID C-19 I 12+70.54, 5.50'RT / �fl 1 8 x6 TEE (MJxFL) I / r ❑ P RIM =16 6. 77 " CONNECT TO EX 12 WA - 1-6" GV (FLxMJ) / _ ��� _ - I 1 E (S)=162.3 1-12"x8"TEE (FL) •. 1-THRUST BLOCK • t i - _ IE (N)=162.2 1-8"GV (FLxMJ) f ,.... .. 1- N P11... D 5'x5' " 1-12 GV (FLxMJ) • 4� WATR METER / / y - _ - 1-12 ADAPTER FLxMJ " ( ) ' IN 5'x5' EASEMENT - r 1-12 SLEEVE (TYP, ALLY v 1-12"SPOOL (5'f) ...-::....:..� _ � i w W I SSMH 1-THRUST BLOCK / ------_=_� �'� i W\ RIM=162.31 (CUT -IN BY CITY FORCES) U (S & NE)=15 s 4'-`-- -7'_� > 1 .0 , - - Q W l-R71F 138.63/ // - _ TBM=60D SPIKE IN POWER POLE \ I � I ELEV=185.20 6 SS,/ SVC I 1 w - 0z=2� BLOCK y -8 x8"TEE (FL) WM w -8 GV (FLxMJ)-THRUST BLOCK + CB TYPE I b W/SOLID LID RIM=183.91 "SS ISVC I - _ _ IE (S)=179.4 W S..' I 2.�% / I. I E (N) =179. / / SS CLEANOUT TABLE SSCO FEET D.S. SSCO# RIM ELEV OF MH 6" SSCO I.E. 1❑ 149.1 45.90 139.39 160.0 45.34 143.67 ❑3 166.0 0.0 158.28 ® 152.9 72.37 139.48 ❑5 148.0 7.63 140.13 A 154.8 85.95 139.62 ❑7 146.3 4.78 140.42 Qe Qe 0 T LqLlLj I SEWER NOTE: �• : ' : ; : ' ; ' EX. 1" WATER METER * LOTS 1, 2, 3 6" SS SEWER :•. •:... '..I' : I I --� -- TO BE REMOVED AND SERV LINES UNDER WALLS SHALL EX SERVICE LINE TO BE SLEEVED WITH 12" STEEL BE CUT AND CAPPED PIPE. AT MAIN (BY CITY * ALL SSMH TO BE 48" UNLESS FORCES) OTHERWISE NOTED. ALL C.O.s OUTSIDE OF PAVED AREAS TO BE SET WITH 2'x2'x12" CONC. CLASS 3000 PSI CONCR. SLAB (COR DTL 403.1) • P * 8" SS MAIN =PVC C900 po'- EX DUCTILE 41 -AP - OXIMATELY ATER MA IRON EL - -- P * 6 SS SERV LINE = PVC D3034 IN W-39o8 w (W� WATER NOTE: w�- V,;--� � ME I * ALL WATER SERVICE LINES YWH )6 SHALL BE 1" TYPE K COPPER 4 3+68.97, 6.50 RT (TYP, EACH LOT) _ I VVI P. L. S. 9470 LLJ ALL DI TO BE CL 52 W/ / �/ -8 GV (MJxMJ) o , 0.4' SOUTH OF LINE o � �/ i 6 3+18 00 6 50'RT INSTALL 14 o E POLYETHYLENE ENCASEMENT DIA. S EL c c c c SEE STD PLAN N0. CASING EXTENDING 5' / � 12 1 � 9 I /� / n I T I n C / B �L L n! LAKE Wq SH I V C I O I V O `1 6 0 8N 01 BO B� 6300.3 PAST EITHER SIDE OF � THE RETAINING WALLS 3 _ - v - IN COMPLIANCE WITH CITY OF RENTON STANDARDS O CUT -IN TEE TO EX WA 3+26.00, 6.50'RT (CITY FORCES TO B L 0 CK INSTALL 1-8"x8" VERT. INSTALL CUT -IN) X (SEE STD PLAN 300.7) ''''14- �- it (N)=191.2 N CB TYPE I WASTEWATER UTILITY ` DEVELOPMENT ENGINEERING Chavez 07/30/2020 CROSS FOR REMOVAL 1-8"x8" TEE (FL) OF CLEANING POLYPI 2-8" GV (FLxMJ) (SEE STD PLAN 1-8" SPOOL NO.300.3) 1-8" SLEEVE (MJ) ��WAI,. 1-THRUST BLOCK JO PREFERRED ENSYnN]EER9NC 9 LPL C 35 CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS CIS G� 11627 SE 58TH STREET PH (206) 501-5708 ZONAL BELLEVUE, WA 98006 EMAIL: PELLCENGR®GMAIL.COM RIM=195.95 Ann Fowler 07/28/2020 IE=192.6 � I WATER UTILITY � iv= 9i.27 1 I ME M.Mitchell07/28/2020 a SCAMd►W-: O 1 "=20' HORaaHrAL: NAo ,NS3 ,oN, CITY OF KP DEVELOPMENT PMENT SHORT PLAT 6/2020 � 1 �6 HE RENTON �°�h �PAGE � DATUM G3ENTON, WA WMNG NM� owiHa, ELEV-185.20 0 W Ma, Planning/Building/Public Works Dept. ����� o �Q��� p�Q� C-8 CALa SE ACCORONMY sHEEr OF 8 22 W-408901