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HomeMy WebLinkAboutS-406301_J _J w m Q Q 0 Ln N 0 N LLJ LLJ i rn 00 U) 0 / 0 rn 00 i 0 0 0 DO w Cn AS -BUILT SANITARY SEWER PLAN o FOR HI K-FIL=A RENTONNC C I SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON L�Lj a. SS STRUCTURE TABLE 8"x6" TEE, CONNECT TO EXISTING LINE RIM = N/A IE:22.04 (0.50" IN E) SSCB #1, W/ STANDARD GRATE RIM = 39.14- IE:25-34- (0.50" OUT S)25.40 SSCO #1, W/TRAFFIC RATED LID RIM = 38-28- 30.24 IE:23.05 (0.50" IN E) IE:23.05 (0.50" IN NE) IE:23.05 (0.50" OUT W) SSCO #2, W/TRAFFIC RATED LID RIM = 38-89- 30.05 IE:24.55 (0.50" IN S) IE:24.55 (0.50" OUT W) SSCO #3 (DOUBLE), W/CONCRETE COLLAR RIM = 38--49- 30.53 IE:25.08 (0.50" OUT N) SSCO #4, W/TRAFFIC RATED LID RIM = 30.70 IE:23.39 (0.50" IN E) IE:23.39 (0.50" OUT SW) SSCO #5, W/TRAFFIC RATED LID RIM = 99-19- 30.33 IE:24.74 (0.50" IN SE) IE:24.74 (0.50" OUT W) SSCO #6, W/CONCRETE COLLAR RIM = 39.64- 30.58 IE:27.11 (0.50" IN S) IE:27.11 (0.50" OUT NW) SSCO #7 (DOUBLE), W/CONCRETE COLLAR RIM = 99--49 30.46 IE:27.48 (0.50" IN W) IE:27.48 (0.50" OUT N) SSCO #8, W/TRAFFIC RATED LID RIM = 2944 29.72 IE:22.58 (0.50" IN E) IE:22.58 (0.50" IN N) IE:22.58 (0.50" OUT W) 1 POWER EASEMENT 1 KC REC NO. 9410201209 1 SEWER EASEMENT \/ 0r \ REC NO. 5253595 ` 10' GAS EASEMENT / 0 KC REC NO. 20130411001089 /1 < SANITARY SEWER NOTES: 1. PROPOSED OLDCASTLE MODEL 5106-GA 1500 GALLON GREASE INTERCEPTOR. SEE DETAIL 2/C8.1. IE 24.14 (6" IN) RIM=30.49 IE 23.81 (6" OUT) RIM=30.52 RIM 39.6930.47' 2. APPROXIMATE LOCATION OF GRAY WATER SS CONNECTION TO BUILDING. COORDINATE SIZE AND LOCATION WITH PLUMBING PLANS. 3. SANITARY SEWER CLEAN OUT PER CITY OF RENTON STANDARD DETAIL 403.1. SEE DETAIL 1 /C8.1. (TYP.) 4. APPROXIMATE LOCATION OF BLACK WATER SS CONNECTION TO BUILDING. COORDINATE SIZE AND LOCATION WITH PLUMBING PLANS. 5. CONTRACTOR TO CONFIRM SEWER RIM CAN BE LOWERED AS SHOWN (EL=28.98) PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. IE 21.23' (8" PVC N); IE 21.13' (8" PVC W) 6. CONTRACTOR TO RAISE RIM TO ELEVATION DURING CONSTRUCTION. RIM=29.66 UTILITY NOTES: 1. UTILITY IMPROVEMENTS SHALL BE CONSTRUCTED PER THE CITY OF RENTON INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. SEE CITY OF RENTON WASTEWATER STANDARDS NOTES ON C8.1. 2. ALL SEWER (SS) PIPE SHALL BE PVC SDR-35 UNLESS OTHERWISE NOTED. 3. CONTRACTOR RESPONSIBLE FOR SHORING AS NECESSARY TO PROTECT EXISTING UTILITIES, OFF -SITE IMPROVEMENT, AND OTHER AFFECTED ON AND OFF -SITE ELEMENTS. THIS INCLUDES COORDINATION OF ANY NECESSARY DESIGN AND PERMITTING. 14 10' GAS EASEMENT KC REC. NO. 20130411001089 T c. A �` \ \ ` + r \ s ' 0 000 \ � • \ Olt .p_p I �• r . 9 11 I °' G�: \ LP i O o ol SLOPES & UTILITIES EASEMENT a\ 12" ADS I.E. N=24.86 �\ j\` � • �� • c• F,' ` 12" ADS\ I.E. SW-A.13' Q � \ 12" ADS I.E. 5=24.86' POWER EASEMENT KC REC. NO. 9410201209 Ft\ s \ lk � e N 12 SS @ 2.00%mco \ \ 001 \` 6 88100 #2 \ ` >1;t �c \ \ 24 LF 6" SS @ 9.95% ` 21 LF 6" \ SS Q 2.00%SSCO #4 16 - �0' �" SLOPES & UTILITIES EASEMENT y 17 LF 6" 5 7 �� �, KC REC NO. 20110811001003 SS C& 2.00% - A . \\o \ /\6 NZ C.1o,�\ d, 4�. `'" 10 G SSCO #6 19 LF 6" SS @ 2.00% ss 25 LF 6 \ --/ .. s l5 \' 2 00%'\ SS Q 2.11% ' �� - m \ \ FF=28.90 ° G \; \ _Ss (9 - \ _ ' _ / _' e . 88C0 #7 (DOUBLE) YARD DRAIN G O a YARD DRAIN 0 ° \ >` 4 2 �' �A \VC SSMH TYPE II 48" ` w� RIM=29.27 8'X6' TEE \ "� 8" PVC I.E. E=23.67' ? \ 8" PVC I.E. SW=23.77' top.\ sI � 1 SSMH TYPE II 48" RIM=29.07 6" PVC I.E. N=22.49' 15' X 100' 6" PVC I.E. E=22.72' SEWER EASEMENT 8" PVC I.E. RE N0. S=22.22 97081 10700 �\ \ 8" PVC I.E. W=22.42' ® \�\ / EXISTING SS � SANITARY SEWER EASEMENT ! ° KC REC NO. 9708110701 f a. o 11 27 LF 6" SS Q 2.00% A I- � UTILITY CROSSING TABLE: CROSSING# IE - UPPER UTILITY T/P - LOWER UTILITY SEPARATION Q1 25.91 - 8" SD 24.01 - 6" SS 1.90' 2O 26.24 - 8" SD 22.81 - 6" SD 3.43' O3 26.21 - 6" SD 24.71 - 6" W 1.50' ® 26.23 - 8" SD 24.23 - 6" SS 2.00' ( 5 26.43 - 8" SD 24.18 - 6" SS 2.25' © 25.51 - 8" SD 24.99 - 6" SS 0.51' Q7 25.55 - 8" SD 24.73 - 6" SS 0.82' ® 28.16 - 2" W 27.66 - 6" W 0.50' 0 26.76 - 6" SD 25.26 - 1.5" W 1.50' 10 28.08 - 1.5" W 27.58 - 8" SS 0.50' 11 26.25 - 12" SD 24.75 - 1.5" W 1.50' 12 26.50 - 1.5" W 25.00 - 12" SD 1.50' 13 26.90 - 8" SD 25.40 - 6" W 1.50' 14 26.90 - 6" SD 25.60 - 6" SS 1.30' 15 27.06 - 8" SD 25.56 - 2" W 1.50' 16 26.71 - 6" SD 25.38 - 6" SS 1.33' UTILITY CROSSING NOTES OCONTRACTOR IS TO PROVIDE A MINIMUM OF 1.5' VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATER, A MINIMUM OF 0.5' VERTICAL SEPARATION FOR DRY UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY CONFLICTS. `10' GAS EASEMENT A 2 2 LF 6' KC REC NO. 20130411001089 07 9 G. SSCO #8 \� CB STD GRATE TYPE \ SSCO #1 � \ RIM=29.35 \ \ 9 ° 12" ADS I.E. N=25.32' �s FF=30.50 /�:� � � < .. \ 6" PVC I.E. W=26.15' \ 23 LF 6" ��' 6" PVC I.E. S-25.95' ss \ \ SS @ 2.00% \ `� n. CB STD GRATE TYPE I > > � 3 \ . ° RIM=29.31 y \ _ 32�_ + � � � 6" PVC I.E. N=27.27 1.0 M p S10'53'15"W \ �/ 42.03' \ / / 30 ♦ .•10 8 ' S19'57'04"E / lop /�° O �' s SS/ N- 4e13 8" PVC I. � / d � \ \ - 1-1 /ss VIP G CB ♦GRATE TYPE I sS \cJ G / G \ . RIM=28.32 «<j / DI 1`s N=27.27' / n / ss 10P ♦ ACCESS EASEMENT Ss \ . ♦ PER SHORT PLAT e SO - SO ACCESS EASEMENT PER SHORT PLAT y \' \ 1\ Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com .♦, �� � / � �R\ 5 J ENS \ Ilk ss \ • v\ ,p 47671 �Q1_ Q.. �s F6'/S101N ��`` , SIONA L E-51 CG \ �� SURVEYED: SCALE: RLH VERTICAL: NAVD 1988 1 DESIGNED: JC 9=20 ' HORIZONTAL: NAD 1983/1991 I Y OF DRAWN: P"RI RENTON ONE INCH AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: CRJ SCALE ACCORDINGLY UTILITY POTHOLING: SEE SHEET C10.0 FOR POTHOLING REQUIREMENTS ® Know what's below. p Call before you dig. 1 Dial 811 S- 406 301 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: 12/19/2019 AS -BUILT SANITARY SEWER PLAN FIELDBOOK: © FOR PAGE: CHICK-FIL-A RENTON DRAWING NO: ® 375 RAINIER AVE S RENTON, WA 98055 C 8.0 STORE NO.:04249 SHEET: 13 OF:24