Loading...
HomeMy WebLinkAboutR-422941N LU w z w A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON TC=23.58 CB08, TYPE 2-48" RIM=22.06 » o BC=23.08 TC=23.61 N:174,342.08 _� e UNWHY LINK WtSI IE=19.91, 8 D.I. N o2 s TC=23.73 w BC=23.11 z �, 2�As IE=16.44, 6"PVC E x 2 titi' - E:1,297,534.76 o s � T BC=23.23 RIM:22.94 IE=16.36, 6"PVC W a AS _ _ IE:16.73 12" W (IN) GAs HP' 2j "NO PARKING" a sow CB-C, TYPE 2-54' TC=23.50 �j�. _ „ 10 = 23- i 7 N:174,327.56 BC=23.00 -r 09 - - IE:16.73 12 E (IN) oHP- %- E:1,297,514.40 V��ti'� IE:16.73 12" S (OUT) oA� FENCE "NO PARKING" C-RDC008 8 CO S • - .. INLINK FEN '_ w RIM: 22.80 r' S' CHA - - -FT a� so N:174,320.53 - - _- ss o ° "NO PARKING" aP� so < E:1,297,508.82 IE:19.99 12' S (IN)-, - ° ° ° 23 7 x �k - I sP TC=22.53 eP 4 w = _ - RIM: _ IE:20.32 8 E (IN) fi - - a TC=24.18 -STORM VAULT W/OIL WATER SEPARATOR _ 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS o ti BI C=22.45 C=22.03.0 - - IE:15.72 8 W (IN) IE:19.99 12 W (OUT) ° 2� t I BC 23.68 ti� RIM=24.08 C610, TYPE 1 IE15.72 8" S (OUT)_ """ �� ��Q TOP OF BAFFLE=21.78 eP BC=21.95 N: 297, 413.98 ' CB07 TYPE 2-48" .IERT. TEE=21.55, TC=22.36' E:1,297,413.94 _ a N:174 341.57 VERT. TEE=18.58 12"PVC W CB09, TYPE 1 - - BC=21.86 - RIM:21.88 - a° 2 F-12" CPEP 0.50% E:1 297,555.78 'IPE=20.9f 12"PVC E N:174,329.04 ?- TC=22.18 S5 IE:17.91 12" W (IN) TC=22.87 a � � ss - IE:17.91 12" E OUT � BC=22.87 RIM: 22.93 TO MEASURE IE E:1,297,370.15 BC=21.68 (OUT) - �, x0. TC-22.78 �',,• IE:16.83 12' S (IN) .VEL=19.98 RIM: BTc�2 a TE4E� BC-22.78 �� IE:16.83 12" W (OUT) STRUCT.=17.53 IE:18.43 12 E (OUT) = C� �3j E4EL� 121LF-12" CPEP @ 0.98% a 0� CB-E, TYPE 1 o ° °2�8 9 �. N:174,321.45 ' Q a - j E:1,297,349.92 - . - 1 _ ° 43LF-12 CPEP @ 0.70% 22 - LF-12 CPEP _ TC=22.30 10 GLZ=;; RIM: 22.86 a " I I \ - BC=21.80 47LF-12 CPEP / PRETREATMENT, TYPE 2-48" I IE:18.88 12" E (IN) °103LF-12" DIP @ 67% 1 LF-12" CPEE.S.U3% \ 6 N:174,334.08 J LC IE:18.88 12" S (IN) s - \ ' SD SD Sp r 7 \ I \ 3 I o E:1,297,534.57 IE:18.88 12' W (OUT) 0-1 A ° a �Io° o _® I / / RIM: 22.79 -1032-LF--PVC aVC -SDR�35 -@ -1.00% �qq �IE:16.69 12" N (IN)@ 0.67% 5 SD, ° 0 IE:16.69 12" S (OUT) CB-F, TYPE 1 0.67% N:174,316.04 DIP � o N E:1,297,311.05 39LF- T co CB-D, TYPE 1 C7 I 0 \ o RIM:22.59 F0 =sue 6 c`2 I I/�`L`���5 \ 4 N:174,330.03 19LF-8 DIP FORCEMAIN 4 I I l0 \ N / II: C.2 `�86 I �ti� \ I E:1,297,411.52 VALVE VAULT Ic J rn BIOPOD UNDERGROUND BIOFILTER - 8x16 IE:18.62 12' E (IN) - - - g�� - _ �� G%_ N \ N:174,322.09 Ig \ I ° RIM:22.35 N:174,318.61 2 �\ / IE:20.34 12' N (IN) 28LF-1 I @ 1.M I " E:1,297,534.24 IE:18.46 15" W OUT ASPHALT k �C=241D T \ IE:19.30 12 E (IN) E:1,297,524.83 I 1 (OUT) C� I I " I RIM:22.57 BD,23 6D 9C\2�;6s \ IE:19.30 12 W (OUT) IE:19.00 6IM:S (IN) S V / /I \ �I IE:16.115 12" S (OUT) I---Z03 I C-RDCO07, 8" CO IE:19.00 8 N (OUT) I 0 0 / \ ) NI 323.01 33LF-12" CPEP 9 0.55%I \ E: 297 11L -6' DIP @ 0.00% N I / I \ \ LIFT STATION, TYPE 2-72" CB11, TYPE 1 -A I I I ° I I 405.35 11LF�12 DIP @ 4.59% I I \ RIM: 22.54 „ I N:174,304.24 N:174,294.76 I i I I \ I IE:16.75 8" S (IN) 68LF-8 PVC SDR35 @ 1.00% I / I \ 'E:1,297,524.84 E:1,297,358.27 I i CB-B, TYPE 1 / I \ _ RIM:22.64 RIM:23.24 i I IE:16.75 8' E (OUT) I _ 31� I � I N:174,304.02 � � I TC=23.36 _IE:9.82 12" S (IN) � IE:19.35 12" S (IN) STORM CATCH BAST" I �� E:1,297,513.89 I BC=22.86 - " TC=23.30 00 ,22.B5 °a 8LF-8 PVC SDR35 1.00% / I 24� IE:19.00 6 N (OUT) IE:19.35 12" N (OUT) TYPE 1 = - - - RIM:22.80 N I IE:20.64 12 W RIM=23.55 BC=22.80 I �O �� �� C-RDCO06, 8" CO I IE:20.15 12" S (IN) (OUT) IE=18.02, 12"CPP 5 4 ��' 'Oo '0o N:174,314.84 IE:20.14 12" E (IN) �`�0 / TC=23.35 I CB06, TYPE 2-48 _)LE IE=17.97, 12"CPP I i I E:1,297,405.15 C-RDCO09, 8" CO - _ - 22 a� C-RDCO01, 8 CO IE:20.15 12" N (OUT) 0 - �.BC=22.85 TC=23.24 N:174,298.47 o N:174,252.07 E:1,297,554.74 RIM: 22.74 BC=2I I, � 263.44 297 507.17 15LF- 2" CPEP % TC,241. I E:1,297,377.41 IE:16.83 8" N (OUT) E:1, • DWG �� OSE RIM:22.21 10, In BC,23 0 - - ® RIM:22.96 3. 3.8 B IE:17.13 12" S (IN) = 12.36 I DO( 60 I -o-� RIM: IE:15.03 8" N (IN) CB -A, TYPE 1 \ 54LF 1 " DIP @ 0.67 IE:17.13 12" N (OUT) �� / z3 t,<Do A / IE:17.09 8 S (OUT) _ --IE:15.03 8" S OUT N:174249.88 _ 5 "� z FORCEMAIN E y �0 G�Ti �Oo, �p 0 1 I / N � ( ) co `4 � I � 9113K-12" CPEP @ 0.70% IN-E:1297,512.72' X P �`L v I / �, _ � \ Y TPN 334I04C�., G r' I > RIM: \ ? 6 0 � •� BALLESTRASSE 1 ® \ ? ROY+REi+GLORIA EMPTY G i Imo: // ^=23.50 -�� I IE: 20.53 12' E (IN) LO \ CONDUIT I / ��=23.00 IE:20.51 12 N (OUT) o i - o 43LF-8" PVC SDR35 @ 1.00% "' ' I \ CB05, TYPE 1 Ica cto 2X1 &4X2 sD z Q I / 4 �`�00 - 16LF-8" PVC SDR35 @ 1.00% I \ N:174,207.84 \ E:1,297,554.29 �o g 5 doop I °O \ RIM:22.31 TC-23.31 \\I 4 R o IE:17.77 12" SW (IN) I I 3LF-8" PVC SOR35 @ 1.16% 1 / IE:17.77 12 N (OUT) F.F. -24. 04 22.81 � T�\\ C RDC005, 8 CO a�D ° i 0 I 23 o II I 0 / I N:174,205.94 24,E C-RDCO02, 8" CO I i 1/ \ / E:1,297,521.61 © TC=23 �'� N:174,193.27 STORM CATCH BASIN I \ / I C-RDCO03, 8' CO RIM:22.75 Q BC, 22 08 © A� TYPE I o � • 58 E:1,297,375.73 _ I N:174,161.19 RIM:22.95 I I i / ,p / IE:14.48 8 SW (IN) Q I / E:1,297,406.32 C-RDC004, 8" CO IE:14.48 8" N (OUT) IE=19.65, 12"CPP N I RIM: N:174158.89 ti s I IE:16.39 8" N (IN) / / IE:16.39 8" SE (OUT) IE=19.76, 12"CPP E L6 / III i / IL / IE:15.95 8" NW (IN) E:1,297,502.04 � IE=19.76, 12 CPP S Q N I I I / IE:15.95 8" E (OUT) RIM: 22.90 Q / / �� % 35 IE=20 38 6 PVC W zo I 1 \ 1po I IE:14.99 8" W (IN) 44LF-8* PVC SDR35 (� 1. I I � - \ / 1� I IE:14.99 8 NE (OUT) 4 o I TC=23.50 ' TC=23.50 00 4 2 96LF-8" PVC SDR35 @ 1.00% `30 BC=23.00 CB01, TYPE 1 ( A � BC=23.00 - 0 - - _ _ _ _ N:174,164.51 I I I / \\ p RD ---- RD RD RD E:1,297,393.13 I / \ \ 1 I , 0 CB04, TYPE 1 , STORM ( RIM:22.50 \ \ \ " /1.61117.I / N N:174,161.78 TYP/ 69LF-12 DIP RIME I IE:20.30 12" S (OUT) ASP HAL I\ r I �/ \\ I c�0� )/&8" OAK E:1,297,530.85 ' I � \ \ I / 1 ' /, � L EIM:8.1 312" SW (IN) IE=20.28, 6"PVC W L ' I i I �,b- 1-b \ �, ��� IE:18.13 12" NE OUT IE=20.02, 12 CPP N ti 13 ❑9 i\ '`L / TI=22.80 \ TI-22.80 11 O�O°I° (OUT) I 131=22.75 F_ 13I=22.50co I , , 42" ' 22 if- 6TC�2 TC=23.55� 1 / �220 0' BC-23.09 /��. O� \ IL _J w 0 22$a I I L J \Iiii �'��� -"WATER LINE„ 4qn4LF-1" PVC SCH40 @ 12.69% 11 DDCVA PUMP STATION, N:174,098.95 HALT E:1,297,370.30 RIM: 20.50 IE:20.40 1" N (IN) -� IE:20.40 1" E (OUT) 11$ 30LF-1" PVC SCH40 @ 1.26 CB02, TYPE 1 yti N:174,095.54 a E:1, 297, 400.55 TELEPHONE RIM: 22.18___-_---� RISER IE:19.18 12" N (IN) VHPI F - IE:20.02 1" W (IN) IE:19.18 12" E (OUT) I I-LL.UV BI=22.24 t9 CB03, TYPE 1 N:174,097.98 E:1, 297, 440.07 !, RIM:21.62 N IE:18.90 12" W (IN) �P-(��IE:18.90 12" NE (OUT) 'CII DIP @ 0.70% ETC=22.77 4 � , Q��o�o� BC=22.27 k� L tt,,� �o 11 vJ '`V 41 GRADING AND STORM DRAINAGE PLAN (PRIVATE) SCALE: 1"=20' SURVEYED: SCALE: VERTICAL: NAVO 1988 AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: DKM/RJJ • Call 811DRAWN: KLK/ DKM ONE INCH • ® two business days CHECKED: AT FULL SCALEDCD �ATU M you dig APPROVED: IF NOT ONE INCH before y g N0. REVISION BY DATE APPR SCALE ACCORDINGLY DCD NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 CITY OF R RENTON vugv Planning/Building/Public Works Dept. LEGEND PROPOSED FEATURES - SD STORM DRAIN PIPE, INSTALL PER STD PLAN 220.00 OR 220.10/C3.3C, AS APPROPRIATE - ROOF DRAIN PIPE, INSTALL PER STD PLAN 220.00 OR 220.10/C3.3C, AS APPROPRIATE - GRADE BREAK TYPE 1 CATCH BASIN, PER STD PLAN 200.00/C3.3C TYPE 2 CATCH BASIN, PER STD PLAN 201.00/C3.3C ROOF DRAIN CLEANOUT, PER STD PLAN 226.00/C3.3C 101 I■ 9 GENERAL NOTES 1. SEE APPLICABLE GRADING AND STORM DRAINAGE NOTES ON C3.2C 2. SLOPES NOT TO EXCEED 3H:1V 3. TYPE 1 CATCH BASINS SHALL BE TOPPED WITH LOCKING SOLID LIDS PER STD PLAN 204.10/C3.4C, UNLESS OTHERWISE NOTED 4. TYPE 2 CATCH BASINS SHALL BE TOPPED WITH LOCKING SOLID LIDS PER STD PLAN 204.40/C3.4C, UNLESS OTHERWISE NOTED 5. CONTRACTOR TO FIELD -VERIFY LOCATION OF EXISTING UTILITIES. 6. SEE ROOF DRAINAGE SYSTEM PROFILES ON SHEET C3.6C 7. SEE STORM DRAINAGE SYSTEM PROFILES ON SHEET C3.7C 8. STORM STRUCTURES SHALL BE INSTALLED PER STD PLAN 202.00/C3.3C 9. SEE LIFT STATION ELEVATIONS ON SHEET C3.9C KEY NOTES INSTALL LOCKING VANED GRATE PER STD PLAN 204.20/C3.4C INSTALL 5 OLDCASTLE STORMCAPTURE UNITS AS SHOWN PER 342/C3.5C 3� INSTALL OLDCASTLE BIOPOD BIOFILTER VAULT PER 340/C3.5C R� ROOF DOWNSPOUT PER DETAIL 300/C3.3C 5� FIELD LOCATE AND CONNECT TO EXISTING STORMWATER SYSTEM INSTALL CONTECH INLINE CDS PER 341 /C3.5C 7� RESTRICTOR TEE FOR SPILL CONTROL PER STD PLAN 237.00/C3.3C R__:�:_ INSTALL SUMP PUMP PER DETAIL 320/C3.4C INSTALL CONTROL STRUCTURE PER STD PLAN 237.00/C3.3C 10 UNDERGROUND OVERHEAD UTILITIES PER ELECTRICAL 11 FIELD VERIFY ELEVATION AND LOCATION OF EXISTING WATER MAIN. IF CONFLICTS OCCUR BETWEEN THE EXISTING WATER MAIN AND THE PROPOSED STORM SYSTEM, NOTIFY THE ENGINEER �D sitts&hill p� uF w �`9G I 4C rJ1 CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 V PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ Project No.: 19480 Project Mgr.: DCD 46449 4 ��ic�Str+ISTE1�' 'k� �!4 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM SIpNpL �� 4M. R-422941 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY U&411r4*4 Wanders 05/08/2023 J Farah 05/08/2023 BROTHERTON CADILLAC - RENTON DATE: FIELDBOOK: PAGE: DRAWING NO: GRADING AND STORM DRAINAGE PLAN C3.0C (PRIVATE) SHEET: 15 OF:39 N T O O N "i1 N T O O N Q J LO O O N N A u