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HomeMy WebLinkAboutR-406307J LJ m In Ln N N CD N a rn 00 8 0 / 00 CD CD 00 In z 4 AS -BUILT DRAINAGE PLAN FOR •�� �� C REC. N0. 20130411001089-FIL=A RENTON 10' GAS EASEMENT ' CHICK K•* •• SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. POWER EASEMENT CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON KC REC NO. 9410201209ALL , N �•' ` ♦ SHALLBEPRIVATELY STRUCTURES, AND ES AND MAINTAINED ILA AIM12O•�� •� t, •• UNLESS OTHERWISE NOTED. 19 LF 6" ° •�.. DRAINAGE NOTES o� CB #1 SD @ 0.50% "' CONNECTION FOR ROOF DRAIN CONFIRM ` 46 LF 8" �• •♦ '`. DOWNSPOUT LOCATIONS AND TIE-IN POINTS WITH E SDCO J SD @ 0.88% 04'20 SLOPES & UTILITIES EASEMENT fii 1 PLUMBING PLANS. \ D ► PER 20110620001119 'sue 42 LF 6"° �� , '♦ g.I • STORM DRAIN (SD) LINES SHALL BE ADS N-12 / SD @ 1.00% '�' 1 •'' * UNLESS OTHERWISE NOTED. ALL STORM DRAIN 1 2 LF 6" ,'� CB SID ORATE TVK 1 PIPES SHALL BE INSTALLED PER MANUFACTURER'S A� a - \ SD @ 6.09%- \ ; �■per SPECIFICATIONS AND CITY STANDARDS. SEE DETAIL //`�'LF 8" * ♦ 1?� ADS LE. N■2A.66 6/C5.3 FOR CITY STANDARDS. rJ 0 60 LF 6" 4 \� ` SD @ 0.79% ` ♦ \ IIDS♦lE. SA■?�.13' SD @ 1.02% Q MWS CONNECT TO EX. CATCH BASIN 2❑ CONNECTION POINT FOR FORCED DISCHARGE FROM AD #100-? \� \ RIM: 29.63 DDCVA. PROVIDE FLAPPER VALVE OR OTHER G' _♦ 7 LF 8" �4 1 SIMILAR MEASURE TO PREVENT BACK FLOW INTO #4 PROPOSED \ SD I @ 1.66% \ �` ` * E. 24.86 2 v " i PIPE. SEE SHEET C9.0 FOR MORE INFORMATION. CANOPY SDCO #100 4 ! SEWER EASEMENT a �� \ i / CB #7 F2• ♦.� /` Q OIL/WATER SEPARATOR REC NO. 5253595 ` I _ 1 WS 52 L5 p 5p% • ♦ , 5 LJ5DC0 #9 38 LF 8" � Sp @ 1 ♦ OIL/WATER SEPARATOR MODEL 660-CPS ♦ SD @ 0.88%�� �� �� \ �� ♦ \ • SEE DETAIL 1 /C5.1. 30 LF 6"' a `�! �� PROTECT EX. \ UTILITIES TO -� 10 LF 8" , 10 LF 12" REMAIN . ♦ ♦\ , $ 1 Q MODULAR WETLAND a �CB #2 SD @ SD @ 5.859 , 10' GAS EASEMENT `` 1.10% • CB #s 1.60% :' * . MODULAR WETLAND 4 X6.33 KC REC NO. 2013041 1001089 ` �l 26 LF 12" l •• h ♦ 1 MODEL MWS-L-4-6.33-V-UG QSDMH #1 SD @� I POWER EASEMENT SEE DETAIL 2/C5.2. 72 LF 8" k 0.60% +6 i+qr; KC REC. NO. 9410201209 O SD @ 6% S3D @ LF�12� CB #5 SDD L@F �°� 20 LF 6" SD @ 4.69% � 3 FLOW SPLITTER MANHOLE ,� O � 0.56% 1 1 LF 8 _ - 6 LF 6" 1.1 1 % �. � C 0.78% ,� 1�� �, 27 LF 8" CB #4 SD @ 0.50% SD @ 4.83% � SEE DETAIL 1 /C5.2. PROVIDE MINIMUM 1 FT OF 0 �' SD @ 6-59�� SLOPES & UTILITIES EASEMENT SEPARATION BETWEEN PIPE PENETRATION gS 63 LF 8" - 00` � 2.01 % WYE #3 �^, SD @ �° V c1 ��O #7 ` KC REC NO. 20110811001003 0.51 % , 20 LF 8" SD @ 0.50% WYE #2 / ` , 4? Q PERVIOUS CONCRETE 1 E]8DC0 #11 %A I 11 LF 6" 10' GAS EASEMENT SEE DETAILS 3/ C5.2 AND 4/ C5.2. tJ �• / FF■2890 6 • ` 4 6 LF1 6 SD @ 3.50% \ \ 6 LSD @ 4.84%KC REC NO. 20130411001089 Y D - " p 5p% `'sDCO #6 p a ` (*o BE RELINQUISHED) , Q SOIL AMENDMENT 0011, W w •` Sp ® WYE #1 8DC0 #1 1 11 LF 6" SD @_ 13.65% � \ INSTALL IN ALL LANDSCAPE AREAS. SEE DETAIL \ 8 �F $ r CB #8 \ 2/C5.1. Ss �■?927 �� ' CB #3 SDCO M �- E W PVC LE. E■23.6r s� , qmx=■ FF - 30.50 % \ Q FOOTING DRAIN e PVC LE. SIN-2& •r tub, G RI s�D ittPE • � � M DLO 6 � � R61■?9.3y � 4" PERFORATED PIPE SSVH TYPE , AB ` `�'C #Z 1 1 LF 6" CVS�0 ' '• * l? ADS LE. 4.2&3id FOOTING DRAIN ELEVATION = 29.00± �'�7 • +■•• X 6■ PVC LE. 'fly CONNECT FOOTING DRAIN TO CB #8 6" PVC LE. N■?1,AW 15' X 100' � SD @ 15.86% � \ 6 PVC LE. ?y,gS 6" PVC Lt. E■??.7?' SEWER EASEMENT • �` l CONTRACTOR SHALL CONFIRM FOOTING DRAIN • PVC LE. S'n•n• REC NO. 97081 1MENT \ f ; * CB SID GRATE I I ELEVATION WITH STRUCTURAL PLANS AND 6" PVC LE. •■??4?• � `�% � �i • � fa 6� LEY N■?; ?, j, ; GEOTECHNICAL RECOMMENDATIONS PRIOR TO 2 $ I CONSTRUCTION. 0 I � / � 51 LF 8 - �' � �( %SD @ 0.94% / / •; ' S?�'s� \ �.� O UTILITY POTHOLE C� ♦d .' � \ �� � I SEE SHEET C10.0 FOR POTHOLING REQUIREMENTS (D Ole CB #9 * �i \ '•t • 8DC0 #5 4 4A8 ❑1 SANITARY SEWER EASEMENT �;�' �'•� ° � KC REC NO. 97081 10701 i //.■ . \ 54 LF 8" _ 8� PVC 6� 13 LF 4" _v _ g, SD @ 1.00% V • � �6 ,ice$ �� � - 6 � EX CBS ��w � c • . JL ♦ r ' ACCESS EASEMENT �• ' yPo� •*•• PER SHORT PLAT ACCESS EASEMENT L I/ PER SHORT PLAT , �+ ' 0#00 ,• o •.. • r .00 ,.•• s :!v .� 4�,/ •, •�� '` Ba rg ha usen SURVEYEI RLH Consulting Engineers, Inc. DESIGNED JC 18215 72nd Avenue South DRAWN: CMS Kent, WA 98032 AS -BUILT PLANS MM 3/15/21 CRJ CHECKED: AEM 425.251.6222 barghausen.com REVISION )ATE APPR APPROVL CRJ STORM STRUCTURES TABLE AD #1, 6" NYLOPLAST AREA DRAIN RIM = 29.70 IE=27.20 (6" E) AD#2, 6" NYLOPLAST AREA DRAIN RIM = 29.80 IE=26.45 (6" S) CB #1, TYPE 1, W/STANDARD GRATE RIM = 2Q 19- 29.26 IE=2636 (6" N)26.31 IE=26.36 (6" W) I E =46-4;r (8" S)26.31 CB #2, TYPE 1, W/STANDARD GRATE RIM = 29.;;- 29.37 IE=29.98 (8" S) 25.97 IE(8" E)25.97 CB #3, TYPE 1, W/STANDARD GRATE RIM = 29 30- 29.29 IE=26 4Q (8" N) 26.29 CB #4, TYPE 1, W/STANDARD GRATE RIM = 29.4§ 29.33 IE (8" N)26.13 CB #5, TYPE 2 W/SOLID LOCKING LID RIM = 49-66 30.64 IE(12" NW)25.47 IE_`'� (12" E) 25.44 CB #6, TYPE 2, W/ SOLID LOCKING LID RIM = 49.44 30.58 IE-2S.44- (12" W)25.28 IE (8" S) 25.33 IE=3-(12" N)25.28 CB #7, TYPE 2, W/SOLID LOCKING LID RIM = 38+� 30.62 IE=25.12 (12" S) IE=25.12 (8" W) IE=25.12 (12" E) CB #8, TYPE 1, W/SOLID LOCKING LID RIM = 29.88 29.83 IE=25.6r (8" W)25.75 IE=2§I.64 (6" E) 25.75 IE=2§.6� (8" N)25.75 CB #9, TYPE 1, W/STANDARD GRATE RIM = 29.86 29.90 IE=26.49 8" E) 26.50 IE=46-4-9-(8" N)26.50 EX CB, TYPE 1, W/STANDARD GRATE RIM = 28.32 IE=27.27 (4" NW) MWS RIM = 4i.98- 30.37 IE=25.46 (8" W) IE=25.21 (8" E) OWS RIM = 39sisr 30.66 IE=25.57 (8" W) IE=25.57 (8" E) SDCO #1, W/CONCRETE COLLAR RIM = 49-4:7 30.46 IE=27.40 (6" N) SDCO #2, W/TRAFFIC RATED LID RIM = 29-8; 29.82 IE=26.01 (8" S) IE=26.01 (8" E) �.RFS UENS� Q p � ,p 47671 s�NALTEF.�G\�� SCA . . VERTICAL: NAVD 1988 • 19 =20' HORIZONTAL: NAD 1983/1991 CI T Y OF LL RENTON I ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY n p El p El 0 STORM STRUCTURES TABLE SDCO #4, W/CONCRETE COLLAR RIM = 39-4:30.52 IE=27.40 (6" N) SDCO #5, W/ADA RATED LID RIM = 30.19 IE=27.14 (4" SE) IE=27.14 (8" W) SDCO #6, W/ ADA RATED LID RIM = 30.49 IE=27.40 (6" N) SDCO #7, W/ ADA RATED LID RIM = 30.49 IE=26.88 (6" S) IE=26.88 (6" W) SDCO #8, W/CONCRETE COLLAR RIM = 36-9-:3 30.34 IE=26.78 (6" E) SDCO #9, W/TRAFFIC RATED LID RIM = 30.13 IE=26.26 (6" E) SDCO #10, W/TRAFFIC RATED LID RIM = 29.91 IE=26.10 (6" W) SDCO #11, W/ CONCRETE COLLAR RIM = 38-1-2 30.10 IE=26.03 (6" S) SDMH #1, 64Y TYPE 2 MH W/SOLID LOCKING LID 48" RIM = 3955 30.52 IE=25.62 (8" W)25.57 IE=25.62 (8" N) 25.57 IE=2S.62 (8" S)25.57 IE=25.62 (12" SE) 25.57 IE=2S.62 (8" E)25.57 WYE #1 RIM = N/A IE=25.82 (8" W) IE=25.82 (6" N) IE=25.82 (8" E) WYE #2 RIM = N/A IE=25.72 (8" W) IE=25.72 (6" S) IE=25.72 (8" E) WYE #3 RIM = N/A IE=25.94 (6" E) IE=25.94 (6" S)26.53 IE=25.94 (6" W) WYE #4 RIM = N/A IE=25.96 (8" N) IE=25.96 (6" E) IE=25.96 (6" W) IE=25.96 (8" S) NOTES: -TYPE 1 CB: SEE DETAIL 1 /C5.3 -TYPE 2: CB: SEE DETAIL 2/C5.3 -CB INSTALLATION: SEE DETAIL 3/C5.3 -STANDARD GRATE: SEE DETAIL 4/C5.3 -SOLID LOCKING LID: SEE DETAIL 5/C5.3 -STORM CLEANOUT: SEE DETAIL 7/C5.3* *ALL STORM DRAINAGE CLEANOUTS HAVE SOLID LOCKING LIDS AND DO NOT COLLECT SURFACE DRAINAGE ® Know what's below. p Call before you dig. 1 Dial 811 R-406307 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS -BUILT DRAINAGE PLAN 0 FOR CHICK-FIL-A RENTON ® 375 RAINIER AVE S RENTON, WA 98055 6AW-ft_ STORE NO.:04249 12/19/2019 FIELDBOOK: PAGE: DRAWING N0: C5.0 bHLLI: 7 UL: 24