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HomeMy WebLinkAboutR-435418LO Ict O Nt 0 LLB MATCHLINE - SEE SHEET C-203 \IE , , 1FD o'� ° ° \ ` r '\ I\ �� � \ \ ' ------------�---I------------------\�•�r���� --- -'� -�--� - - '�---------------- W I \ �\ �- ter- - ® =\- - co \ \ 1 _ \ \ \ FD - - FDCO �� -I - SD#17 54" + CB TYPE 2 0 10 �1 �SD#33 CB TYP C-205C-206 \C-205W/ VANED GRATE - -� \ - \ , \ , -g - RIM 540.71 RIM 540.01 -� �\ \ S , S� _ I - ' I IE 530.50 (24" S) IN ----------- - IE 535.01 (8" NE) OUT 9 ' \ s I ( ) - - - o , �>�' f^-� � i i1 � \ 5� � � 4 � 1. � � _ IE 530.50 12 NW OUT �+ _22" U CH1 „� SURFACE OVERFLOW ROUTE \ \ %� - I - ; V FDCO N > ' . ° > . ' �' '1 DRAINAGE SWALE 0 SD#16 CB TY�'E 1 \\ I I I IE 530.50 IE 530.5 (6" E) \ C�SRIM 540.14VANEDGRATE�4 _'_E IE 532.75 (6" W, OVER 24" PIPE) E\Yl Q UL/ IE 536.14 (8 NW) OUT \ I , \- I' -/I- 5' X 10' DETENTION VAULT ACCESS PANEL X -��� \--- - FOUNDATION DRAIN 8 LF w X \ 4" SD ©0.0% N\15 IE 530.5 (EAST) (_°ROS] I I \ DETENTION VAULT ACCESSN I I 1[7.06\ I �I DETENTION VAULT ACCESS -- FOUNDATION DRAIN I I I� RIM 540.72 I I ' \ I , `l I I\ \ SOLID LID TYP) IE 532.75 (WEST) ( RIM 540.61 \ \\ I 41 LF 6" CONCRETE DETENTION VAULT #1 SD @ 3.3% SEE STRUCTURAL PLANS V1.1-V3.2 72'x34'x7' e --- --- _� \ I TOP OF ROOF 538.00 _ _ \ CAP AND MARK F O 2os C�2o9 \ \ I CEILING 537.00 c I \ \ END OF STORM \ _-Ss . I \ TOP OF RISER EL 536.50 STUB WITH 2x4 / I \, BTM OF VAULT 530.00 IE 540.35 UNDERSIDE OF SLAB 529.00 00 N 5' X 10' DETENTION VAULT ACCESS PANEL 1 I I I i II DETENTION VAULT \ \ ss /I I i ACCESS RIM 541.91 w CD \ I I \3 I VJ I� II IE 532.0 + Y,� 10" \ I \ �I I I I II 14LF12"SD@41.5% N, 0 00 I \ z 3 SURFACE OVERFLOW ROUTE z o , , zl 0 I � � ► / I v) 1 11 DRAINAGE SWALE I I I \ 1 \ SD#19 CB TYPE 2 2 I I I I P I \ W/ VANED GRATE C_`205 / IM.3 E53782 (12) " S IN IE 539.00 (6" W) IN :-r.== '._j.3,.• 1 LO I� I IE 537.82 (12" NE) OUT .= 12„ I I I I N \ L� ::�� I / / \ I / I •I • � 1138 LF 12» SD ©0.86% I N ` �. SD#27 CB TYPE 1 - I CAP AND MARK \ I I I /M 2� / \ C`2o5 W/ VANED GRATE END OF STORM I t I I I I ( l 20 RIM 548.49 CLEAN CB I STUB WITH 2x4 I \ I ' I I. \\ I\ \ IE 546.20 (12" DI N) IN::: TO DRAIN I\ I I \ \ �\ �P�� r o IE 540.70 I I I \ IE 546.20 (12" DI W) OUT Nye PN� o/ 7 LF 12" DI © 1.4% CB 1 34 RIM 548.36 SURFACE OVERFLOW 1 to 2" CON N IE 546.6t ROUTE DRAINAGE SD#21 CB TYPE 1 1 SD#28 CB TYPE 1 I 2" c NC IE 546.6± �> "- CONNECT TO EX I / J SWALE SD#20 CB TYPE 1 I / I I I' / W VANED GRATE C-205 � of R ; MEA EMENTs-a.:1 W/ VANED GRATE i I / W/ SOLID LID F M TOP PIPES �:.;±.�. = CB I' RIM 543.90 LSD �LZ �% I I / BRIM 543.82 RIM 548.63 `" L I IE 539.71 (8" SW) IN IE 546 10 (12" DI E) IN �' ` 22 LF 12" DI @ 1.8% / IE 540.08 (8vE) OUT I I N / I IF 539 71 (8" W) IN -o 12 IE 539.71 (8" E) OUT 12" CD C16[ - I I I SH8+A H12 CD - 63.06' L I. SD#22 CB TYPE 1 1 - - - - - \ I I / L / � / / , • I • I N 1 \ W/ VANED GRATE c-2o5 • M12x3 \ IRIM 544.05 / IE 539.34 (8" W) IN IE 53 2 OUT � � � I 1 1 N � ��------------�----------- ----28 F 8" SD % 33 LF 8" SD @ 1.1% a I w w w --- \ -w� 8D#23 CB TYPE 1 \ �° �I I ----- ^^ ^-^^^ I ----------- - W/ VANED GRATE C2o5 _ \ '` 1 T RIM 543.98 \ \ i a r .gs�ss . . . . ss . . . .ss - _ : 66 LF 8" SD © 1.0% IE 540.02 (8" W) IN \ UP UP P UP -UP P- I p_�u� •!• IE 540.02 (8" NE) OUT 1M1 b j pl 54g��T. I . I ,- I IM24 `7s w - -\ j III Ili �'�� . . . . . . . . -54 . . . . . . . . .�. n I / . . . . . . . . . . . . . . . I \ \ \ OM6�2 i 1 I to �I I Cn (a� SD#•30 CB TYPE 1 C`205 W/ VANED GRATE RIM 545.26 IE 543.00 (12" DI W) IN IE 543.00 (12" DI S) OUT / SD#31, CB TYPE 1 C`205 W/ VANED GRATE RIM 544.88 IE 542.60 (12" DI N) IN ( �I IE 542.60 (12" EX S) OUT 2" NC C�2005 W/ SOLID LID RIM 545.46 IE 543.10 (12" DI N) IN IE 543.10 (12" DI E) OUT Q -128LF12"DI©2.4% I. I. A. - I Imo- •I � . I I 543_ / 'pM20 -CONTRACTOR TO POTHOLE UTILITY A, / AHEAD OF THE WORK. \`� \ \ REPORT FINDINGS TO ENGINEER. (TYP) 9 LF 12" DI @ 1.1 % _ _ _ - - - - - - - I / I 6MJX2 M20 -16LF12"DI©2.5% X I 14'� 6„X2/ H6 171.1 ' 12"\ 14 / \ / 57.06'_ 12" 0 C� IE=5 2. J T> I I kC/il CONNECT TO EX 12" CULVERT 20 0 10 20 40 N Scale 1"=20' LEGEND - - PROPERTY LINE -230-- EX CONTOUR (INDEX) -231- EX CONTOUR (1') 230- _ PROPOSED CONTOUR (INDEX) 232 PROPOSED CONTOUR (2') FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING EXISTING ASPHALT TO REMAIN CONCRETE PAVEMENT HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY VERTICAL CURB CURB AND GUTTER - -� - DRAINAGE SWALE SITE WALL ED 40 QUARRY SPALL DISCHARGE PAD ® AREA/YARD DRAIN TRENCH/CHANNEL DRAIN ❑® CATCH BASIN TYPE 1 ® CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN SDCO o STORM DRAIN CLEANOUT FDCO e FOOTING DRAIN CLEANOUT DS • DOWNSPOUTS - - -- - - - EASEMENT RIDGE RIDGE LINE RE-VEGETATED/HYDROSEED AREA GRAVEL SURFACING DRAINAGE NOTES 1. SD PIPE TYPES PER NOTES BELOW UNLESS SHOWN AS DUCTILE IRON PIPE (DIP). 2. ALL STORMLINES AND STRUCTURES ONSITE ARE PRIVATE UNLESS SHOWN OTHERWISE. ALL STORM LINE IN ROW SHALL BE PUBLIC. 3. PIPE CROSSINGS ARE SHOWN ON PROFILE SHEETS C-213-C-215. 4. GROUT ALL PIPE PENETRATIONS. DRAINAGE PIPE NOTES 1. PIPE MATERIAL SHALL BE SELECTED FROM THE FOLLOWING LIST PER THE CITY OF RENTON 2017 SURFACE WATER DESIGN MANUAL, TABLE 4.2.1.A2: 1.1. CORRUGATED STEEL PIPE (MIN 2-FT COVER) 1.3. SPIRAL RIB STEEL PIPE (MIN 2-FT COVER) 1.4. PLAIN CONCRETE PIPE (PCP) (MIN 2-FT COVER) 1.5. REINFORCED CONCRETE PIPE (RCP) (MIN 1-FT COVER) 1.6. CORRUGATED OR SPIRAL RIB ALLUMINUM PIPE (MIN 2-FT COVER) 1.9. DUCTILE IRON (MIN 1-FT COVER) 1.10. LINE CORRUGATED POLYETHYLENE PIPE (LCPE) (MIN 2-FT COVER) 1.11. CORRUGATED POLYETHYLENE PIPE (CPE)-TRIPPLE WALL (MIN 2-FT COVER) 1.12. POLYVINYL CHOLRIDE PIPE (PVC) (MIN 3-FT COVER) 1.11. SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) (MIN 2-FT COVER) � Know what's below. � Call before you dig. Dial 811 T ARCHITkCTURE + PLANNIING + DESIGN 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1932 First Ave Suite 500 Imm Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengine I` m CO O sF C) 4z"G �F WASy/ LO O O O O N PERMIT RESUBMITTAL No. Description Date- 6 City Comments 8/21/2025 Project Title: J r m � o Z LV 2 O - V Z ~ Q Q as HZ W Q L ( w Z z z w of LV Z o - w -a LL � Sheet Title: DRAINAGE PLAN Scale: As indicated Project No.: 21-12 Date : 08/21/2025 Sheet Number: Cm204 R-435418