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HomeMy WebLinkAboutR-435417LO Ict O Nt 0 LLB I- AHBL #102 70'x3O'x3' PRIVATE NAIL AND WASHER 4,158 CIF STORAGE SD#3 CB TYPE 1 1 N:180823.4490 MIN FG 530.50 W/ OPEN FACE FRAME & GRATE C`205 E:1319907.4020 TOP OF ROCK 529.50 PER COR STD DETAIL 203.0 ELEV: I 541.28 - BTM OF ROCK 526.00 RIM 531.02 t- X 7- X X CONTRACTOR TO POTHOLE ( ) CONTRACTOR TO POTHOLE �P - - - - - OH � � `;� � � \ � \ � 2 YR WL 527.58 UTILITY AHEAD OF THE WORK IE 529.00 12" DI S OUT 54b - r- - - - - ,� ZjHp I -�, iL #111 UTILITY AHEAD OF THE WORK. ,) ;3U6"/10" 6 MIN CLEARANCE WITH ETHAFOAM PAD C CONTRACTOR TO POTHOLE UTILITY I \ i NAIL AND WASHER ® N:180810.8544 PUBLIC 41 - _ _ AHEAD OF THE WORK._ \ \ 22 LF TRENCH DRAIN W - _ 0HP =� - - I- \ 11 LF 12 DI © 1.7% C-206 E: 1320184.7501 I�r�j 8D#6 CB ( 2�52 c ` � -REPORT FINDINGS TO ENGINEER_- (TYP)_ _- - - -535- PHP - - - a OHP - � PRIVATE - \ � \ � ELEV: 527.99 1N/ VANED GRATE c-205 1 IE .1�--- 1 --�_ _ -W--- �I OHP-- ] 0 P - - SD#4 CB TYPE 1 RIM 527.19 -534 40 - - - - - - - _ RATE - \ \ \ _ • - -- - ♦ \E- - - = W/ VANED G c` o - \_ D 1 1 (12 DI WU IN a. • a. .; :,.::\..: ; :. 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' I » 4 • �• ,.. .. • • .• , .:.., ••....,. : " ;,,::..±' `�.: ..'::."• IE 525.88 6 W IN _- .:... s31 LF 12 DI ® 12.9%}.,, . , I ° • i,- : �f:: • ' , .::? f ' r 223 LF 12 DI ®4.0% (6 E) - - - PUBLIC - ° f �♦ f: �, ,, 525.10 12 OUT. �..��•` LPUBLIC '" ::.a••a`.":: '. • /, •♦� • i �S•: '-; _ •' '•r: �'O. :� •:; ... -. - - L s' :�! y �:.:�. / ICI _ r` �'.•.. j. ••♦. •': ' : ~!y':`ti �•� • ,'R: :"%••' %'•:: ...,.f:. i L'-,�: •<' T! •i•-♦'�:..•� re PUBLIC o - - / -Ian - uP - oP :•:.:.�. =.: :;::; •:.t/:...: r 17 LFr 12 . ...:.. . .. 540 _ -_ d d a - - - --F _ -- - - - - - DISCHARGE TO EX DITCH IE 5 OUTFALLS TO MAY CREEK EX DITCH EX DITCH d c _ - - - - I P APPROXIMATELY 1 MILE \ S87` o' 15"t- d UP -}- - - DOWNSTREAM OF PROJECT EX CULVERT 12" CULVERT END_- d• IE 538.12 \ \ 4 59 LF TRENCH DRAIN a PRIVATE \ C- o ` » - - _ QUARRY SPALL REMOVE EX CULVERT \ \ 15 LF 6 SD (� 1.8% °-...... .........- O \ 47 LF 12" SD @ 0.43% DISCHARGE PAD C`206- \ 1 SAD#1 CB TYPE 2 �� °4 a 7 LF 12" SD @ 0.5% 12" CULVERT OUTLET W/ SOLID LID � d 00 SDCO IE 524.90 36 LF 12" 16' X 8' MODULAR 1 \S� I °RIM 534.32 ��. 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BFF) 6 SF FDCO RIM 535.0 ' a \ P //T 1 ® FDC SD#10 CB TYPE 1 SEE PLUMBING IE 526.0 (6 E) I FDC E 526.� ��a�� PN W/ VANED GRATE C-2005 IE 528.0 (6 W OVER 24 PIPE) „ `, I \ 19 LF 8" RIM 533.76 / \ \ 6 IE 529.30 (8" N) IN \ i \ FDCO (TYP) I' O ti O SD @ 2.7% IE 529.30 (8" S) OUT / \ c�2o5 FDCO ' I� ROOF DS CONNECTION `� dd \ - \ \ I�IE 529.06 (INTERNAL) SEE E 530.85 II,II PLUMBING PLANS �I \i DETENTION VAULT ACCESS RIM 534.82 FDCO of IE 535.6' - a--. -� -- --a - - • -- -� - . ��; ` _ 28 LF 8" SD @ 14.0% / \�I \ ill I it o IE 525.85 (24" OUT) FDCO �� ° \ 50 LF 6" DI © 0.5% p d . L �� I I , C } VERTICAL DEFLECTION `� II \ , l� I DETENTION VAULT ACCESS SD#13 CB TYPE 1 �Ad \ ° , 18 LF 8" SD 2.0% II I Z Ilill \t -534- �l �l SOLID LID (TYP) C-205 W/ VANED GRATE .� a. Q' � � d � I RIM 535.46 RIM 537.21 �� '� �. \ �s .� FOUNDATION DRAIN ;ll l'l SD#11 CB TYPE 1 IE 534.56 (6N) IN I �.� a ° A \ �� IE 528.0 (WEST) 0 IE 534.40 (8 E) OUT S38\ - �� ® W/ VANED GRATE C�2005 a I 3 SURFACE OVERFLOW ROUTE ,' I I , , DETENTION VAULT RIM 535.40 ACCESS �� -211 DRAINAGE SWALE / .�-» I i li RIM 5 5.53 IE 532.72 (6 E) OUT �c� SD#14 CAB TYPE 1 ��\ 6 LF 6 SD Il,ll IE 530.0 l �l CONCRETE DETENTION VAULT #2 / SEE STRUCTURAL PLANS V1.1-V3.2 I GRATE o � RIM 537.84 \ � \ d -�` ,�' � 45.3% I �l ' , + I IE 534.20 (8" W) IN \� �.� �� \ I Fit u l r 133 x19 x7 N C I IE 533.87 (12 SE) OUT I \ �,� I� 52$r� I 1, TOP OF ROOF 533.E C-2-006C-2008 i / l ,l CEILING 532.6 EX 42" CEDAR I \ ; FDCO , III i �/O J l; TOP OF DEAD STORAGE 525.85 37 LF 8 DI @ 0.5% , A �.' / ` � BTM OF VAULT 525.1 , /II I 100YR WL 531.17 DETENTION VAULT ACCESS RIM 536.49 a I /46 i 22 LF 12" SD C� 0. \ 5 / a SD#32 CB TYPE 1 1 SD#15 CB TYPE 1 -7 \ 23 LF 12" SD © 0.7% \ W/ SOLID LID C`205 / I RIM 538.59 C-2o5 RIM 538E55GRATE I � ` � DC9,/' � , '� I IE 533.60 (12" SW) IN IE 533.75 (12" NW) IN �, ��s ,�,� �' i �/ �18, ,� I IE 533.60 (12 SE) OUT 130 IE 535.05 (8 SE) IN � � 53 LF 8 SD @ 1.8%' i �// - ` 6 LF 12" SD © 57.7% IE 534.08 (8" SW) IN \ / ' DETENTION VAULT IE 533.75 (12" NE) OUT \� as n \ 5' X 10' DETENTION \\ O �' ACCESS 9 90 PN r IE (END) 530.0 ! l , a d \\ i DETENTION VAULT ACCESS RIM 539.08 c-2o5 FDCO (TYP) \° ° VAULT ACCESS PANEL \ C`207 a �\0 IE 529.94 \ \ FOUNDATION DRAIN 48 LF 8" SD @ 2.3% 26.0 I `. 28 LF 12" SD @ 2.0% \ J ( IE 526.0(EAST) MATCHLINE - SEE SHEET C-204 IE 538.5 20 0 10 20 40 N I mmi 1 Scale 1w=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 d 4 CONCRETE PAVEMENT O d d d HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY VERTICAL CURB CURB AND GUTTER - -� - DRAINAGE SWALE SITE WALL QUARRY SPALL DISCHARGE PAD ® AREA/YARD DRAIN TRENCH/CHANNEL DRAIN FI-11 CATCH BASIN TYPE 1 DO ® CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN SDCO e STORM DRAIN CLEANOUT FDCO 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS - - -DS - - - - EASEMENT RIDGE RIDGE LINE 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 n m c�' CO T O J S O • F i N Q Q h - U O O O O N PERMIT RESUBMITTAL No. Description Date- 6 City Comments 8/21/2025 Project Title: J r m � o Z LV O - Z Q Q as Z W Q 0 � w z z o z w of LV Z o - w -a Sheet Title: DRAINAGE PLAN Scale: As indicated Project No.: 21-12 Date : 08/21/2025 Sheet Number: Cm203 R-435417