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HomeMy WebLinkAboutR-422941N 0 W I- 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 BC=23.08 TC=23.61 C608, TYPE 2-48" RIM=22.06 1� TC=23.73 - Q - IE=19.91, 8 D.I. N o2 s 341.72 IE=16.44, 6"PVC E x 2 _ w BC=23.11 N:174, o IE=16.36, 6"PVC W AS "" T BC=23.23 - - - _ w ti E:1,297,549.71 0 AS _GAS a ti 'RIM:z'i-94 22.84 j "NO PARKING" CB-C, TYPE 2-54" TC=23.50 - H 5�. � ss IE:16-� 12" W (IN)16.70 10 oAs HP 0- a SDi N:174,327.56 BC=23.00 09 s �23- J ti� - IE:16.73-12" E (IN)16.67 -OHP- „NO PARKING" a so. d. E:1,297,514.40 S. V >s� ' _ - - FENCE 22.69 RIM: 7 �'� s °IE:4fi-�3 12 S (OUT)16.63 CHAINLINK "NO PARKING" 5 e so - - ss o 7.5 ^�,� a� a _ w � 20.19 IE: 2�0 12" S IN 2 i ' � ° 23 � ; ; ,. - ' X tikes' - T � gP - _ » ( ) - - - _ STORM VAULT W/OIL WA TER SEPARA TOR I TC=22.53 �" - 18.96 IE:�9e 6 SE (IN) TC=24.18 a � » a 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS aP -� � C-RDC008 8 CO o BC=22.03. CB10, TYPE 1 20.17 IE:26-20 12 W (OUT) 23 BC=23.68 l� RIM=24.08 o ti e�-TC=22.45 ! = N:174,310.89 1 N:174,344.98 E-1,297,508.58 / nJ nL �� 5r 6LF-12" CPEP @Ham% TOP OF BAFFLE=21.78 gP i BC=21.95 - - % E:1,297,413.94 RIM:22.87 _ a 2 i ° - 4.00% CB07, TYPE 2-48" IERT. TEE=21.55, TC=22.36' / 21.90 RIM. z'�-8$�IE-17.89 8" S (OUT) TC_22 87 ° T, 11 tK N:174,341.57 VERT. TEE=18.58, 12"PVC W CB09, TYPE 1 - - BC=21.86 _ 19.30 IE:19.2-3 8" W (IN) eC, 3 �4 `L E.1,297,555.78 'IPE=20.9f, 12"PVC E, N:174,329.04 ? 1. TC=22.18 Ss 18.93 IE:�9 12" E (OUT) a BC=22'87 a L2324 RIM: 22.9 22.86 TO MEASURE IE E:1.297,370.15 BC=21.683�3- 19.75IE:49.86-8" S (OUT) TC=22.78 - 21.74 RIM: 2 -4& BC=22.78 7 1 IE:16..-83 12 S (IN) 16.91 98 TC, ° IE:1-Er.8-3-12" W (OUT)16.91 =17.53 19.65 IE:�B 8' E (OUT) _ ° 9C,223� E4EL 1.64% d O� 9 ` CB-E, TYPE 1 Q o a -�8� 13�2" DIP @ },°o 0 - N:174,321.45 _' - , 1 _ - 0.00% �p I / 43LF 12 CPEP @ 9.78%. 0.67% E:1,297,:22.86 � _ 1F - 22 8LF-12' CPEP @ . ° RIM: 22.86 � o TC=22.30 10 I 15LF-8' DIP @ �:•8e3� � -0.50% 1 \ 01 ,� BC=21.80 A5 �/ - 103LF-12" DIP @ 8�44is 12LF-12" CPEP @ 0.33% \ PRETREATMENT, TYPE 2-48 I 18.82 IE:19-4� 12' E (IN) T�i 0.46% ''�i 6 N:174,333.72 18.70 IE:1&$& 12 S (IN) GAsa o T. p SD SD $p n 7 �\ / E:1,297,549.52 18.70 IE:18-88 12 W (OUT) 0 / RIM: 22.8e22.71 F� I-�62LF-12 DIP 1.4576 o - 3 I / IE:1�9 12 N (IN) 16.67 IE:16.69 12" S OUT 16.67 CB-F, TYPE 1 5 5 SD ° 11 / 47LF-8" DIP @ . ��o- - - - - - �- - a - ° - 229� `ti°�� a qp to / ( ) r7i@ of 9LF-12 DIP 1% C, I '/ I N 0.74% _ p' �ti N:174,316.04 3 0.2 I I CB D, TYPE 1 / BIOPOD UNDERGROUND BIOFILTER - 8x16 E:1,297,311.05 Tc� I I 5 I v) N:174,330.03 (N) CORNER 22.57 E VAULT / N:174,321.73 22.46 RIM:z22.59 F0 � -�c� 6c� 23 i �L`1 �p5 4 I E:1,297,411.52 (W) CORNER 22.54 4 319.20 4 I \ \/ I E:1 297 549.23 LARGE LID (E) 22.52 ',I IE:18.62 12" E (IN) - - 2.50% �o �2�� 6 I �GG�O______ \ I a RIM: 22.35 22.20 LARGE LID (W) 22.56 - _ 6 (S) CORNER 22.55 7,525.09 I \\ / �I RIM:-2 69 SMALL LID (N) 22.54 S� 20.28 IE:�9-34 12' N (IN) 28LF-12 DIP @ k gC=24.05 �� I \\ I 19.70 IE:49.�4 12" E (IN) (E) CORNER 22.57- IM:�2 N IE:16.65 12" N (IN)16.63 SMALL LID (S) 22.44 IE:18.46 15 W OUT ASPHAI T -23.55 �� I o I 19.75 IE:19.�4 8 N (IN) IE:19.88 4"" SE (x2) (IN)19.06 v (OUT) I 9 22 ^ o IE:16�r 12" S (OUT) 16.13 �Z2�6S \ ® I 19.72 IE:19.7412 W (OUT) IE: e� 6" NW (OUT)19.36 pWG I 1 0.62% WATER & IRRIGATION - S I 2 �I 26LF-12" CPEP @ 9.69l% - STORM CROSSING _ I I I o I C-RDCO06, 8" CO 15LF-4" DIP x2 @ 2�% 3 8 I / I \ TOP WATER:19.15t �� 1 I I N:174,314.84 ( ) I ICl/� , BOT STORM:19.40t I v E:1,297,405.15 p 41% DWG /, LIFT STATION, TYPE 2-72' o N:174,309.98 SEPARATION: t0.25' 1 i I h^ \ I RIM: 22.73 76LF-12" DIP @ ° 3 9 I N E:1 297 536.87 I PROVIDE ETHOFOAM I 1 O j IE: 20.28 6" SW (OUT) / I I TC-23.36 RIMS 22.47 AT PIPE CROSSINGS I Op 25�p.9STOH BASI ° I I I I ' 24_ C=22.86--IE:�2-12' S (IN) 9.87 T TYPE TC-23.300611, TYPE 1 IE:19e 4" NW (x2) (OUT) 15.81 N:174,294.76IRI ­j5 BC=22.80 E:1,297,358.27=18.02, 12"CPP S 1 lr'� 4 ��� `�00`'00 I / �OD TC=23.35- - , II 23.25 RIM:IE=17.97, 12"CPP 1 59LF-8" PVC SDR35 @ 1.23% -BC=22_85 ¢ CB06, TYPE 2-48" N:174,298.47 19.46 IE:19.6912" S (IN) TC, I i 1 Of C-RDCO01, 8" CO C-RDCO09, 8" CO _ �p� » pIP @ �o E:1,297,554.74 19.401E:�9-50 12" N (OUT) 24, jp © N.174,264.94 N:174,252.07� 37LF-12 0.62% �'���� -HOSE RIM: - 22.20 10' f BC, - - E:1 297 377.45 \ -��r ?� 3 0.49% 2360 rn/ E:1,297,507.17 N Q IE:9715 12 S (IN) 17.20 DO 1 RIM: 22.97 RIM: 22.96 5 - �� `R 3 » 77LF-12" CPEP @ 0 23 tk �c rn o» IE:13-12 N (OUT 17.20 y p "T �05 ����,\ i I / IE:19.31 6" NE (IN) IE:17.17 8" N (IN)--' CB -A, TYPE 1 \ � - N:174,251.94- I.LZ p �L p o c >% IE:19.31 8 S (OUT) IE:17.17 8" S (OUT) \ ® Y TPN 33 14LF 12 CPEP @ 4.64Y 4.29% G' I / �> - E:1,297,522.49 c BALLESTRASSCB-G, TYPE 1 EX CB, TYPE 1 , z N:174,217.62 16 �1^, / �TC=23.50 RIM:22.87 �`� "� ? Y+REi+G E:1,297,355.93 d / ABC=23.00 - 20.52 IE:z29.5� 12" E (IN) \ w = N:174,259.58 23.04 RIM:2?9� CON I / N 20.50 IE:� 12" N (OUT) �, U I E:1,297,558.65 J f I 19.78 IE:19.76 12" S (IN) �X I / 4 I \ \ _ L0 RIM: 23�8 23.21 IN / boo- 43LF-8" PVC SDR35 @ 1.06% �� IE:2eEr 12„ E (IN) 20.77 IE:20.38 6" W IE:19.84 12" N (OUT) F �� \ J IE:29-�4 12 W (OUT) 20.75 8 I W 16LF-8 PVC SDR35 @ 1.06% ^ \ a, I TC=23.31 1 \ / 4 CB05, TYPE 1 / 3LF-8" PVC SDR35 @ 4.69% 1 N:; 74,207.84 F o C F.=24.04_ I . 22.8i i I BCTC•�2 I A� h E. ,297,55 29 o �o II s0 / I „ o° n ��-o 22.33 C-RDCO05, 8 CO o �� / I 23 0 1 q O / I N:174,205.94 �'� o / 2" IE:7- 12 SW (IN) 17.76 C-RDCO02, 8" CO / i I / \ / E:1,297 521.61 @ '7 `� <IE: � 12" N (OUT) 17.76 I N:174,193.27 STORM CATCH BASIN I I \ / I , RIM 22.75 ^ O p A C-RDC003, 8' CO E:1,297,375.73 TYPE 1 I / N:174,161.19 IE:16.69 8" SW IN 0��5� / E:1,297,406.32 C-RDCO04 8" CO » ( ) `'�`�,9` RIM:22.95 9.65, 12"CPP N I �O l IE:16.69 8 N (OUT) IE:18.60 8" N (IN) IE=19.76, 12"CPP E W / I 1 1 i / I / RIM:22.93 N:174,158.89 �s z / 1 IE:18.15 8" NW (IN) I E:1,297,502.04, / i IE:18.60 8" SE (OUT) IE=19.76, 12"CPP S Q l 1 / <Q IE.18.15 8 E (OUT) RIM: 22.90 �c� 0 �, o // iF=9n1p3R F"PI/ IN zo `�' I \ I IE:17.20 8" W (IN) � 44LF-8 PVC SDR35 @ 1.00% i I 1 \ / O 1� I IE:17.20 8" NE (OUT) 4 0 I TC- 3.50 ' TC=23.50 - - OO 4 /[�����������,��� 23�0 BC=23.00 CB01, TYPE 1 /1 BC=23.00 96LF-8" 00% - - - - - - PVC SDR35 @ 1. N:174,164.51 I I I / \\ \ D- RD �- RD RD RD / 0' C604, TYPE 1 E:1,297,393.13 , STORM ( 22.52 RIM:22369LF-12 DIP @ 7$%0.68% 9 \1 / \ \ I I I / N N:174,161.78 / \/ RIIV 0.2 IE:z9-36 12" S (OUT) ASIPHAL �\ i / \ \ I /1 I , CjI&8" OAK E:1,297,530.85 1 RIM: 22.83 , IE=20.28, _ . . _ .. L - 1 ,�`b \ \ � ` IE:18.75 12" SW (IN) 18.69 IE=20.02, 12"CPP N 13 ❑9 \ I G�.����� \ / I p ��� IE:1;�3-12" NE (OUT) 18.10 T C- 22.80 TC=22.80 FG=22.75 FG=22.50 I-Jco 42" 22 , T TC=23.55� o �� \ L J \ w \ 22000� BC=23.09 8a �c0�' \ L�-F \I / "WATER LINE" 8G,22• ,�D�Y cry � � D i 4LF-1 PVC SCH40 @ 12.69% `L V 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) 196 30LF-1" PVC SCH40 @ 1-Z{r% 1. 1.23% C602, TYPE 1 .1 N:174,095.54 E:1.297,400.55 TELEPHONE 22.20 RIM: 22.18 RISER 19. 3 IE:19.81-12" N (IN) VHOI F 20 23 IE:29$2 1" W (IN) 19.7 IE:19.81-12" E (OUT) S J $ RPn ua/ARD \ ti1�9 x CB03, TYPE 1 x ti19k C1- N:174,097.98 e E:1, 297, 440.07 x q !, RIM:21.62 21.67 IE:19.53 12" W (IN)19.47 23 x titi' ?KING �Q►� IE:19.53 12" NE (OUT)19.34 TC=22.80 40LF-12" DIP @ 0-7e0.65% FG=22.05- Q o 0 �'� �� 1�_11��1►Lt PROJECT WAS OMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS. ELEVATION DEVIATIONS, WHERE APPLICABLE, AIRE DENOTED WITH PLAN CALLOUT UPDATES, AND A STRIKEOUT THROUGH THE ORIGINAL ELEVATION. UTILITY AS-BU LT INFORMATION OBTAINED BY MCKEE ENT RPRISES AND VERIFIED BY SITTS & HILL ENGINEERS, INC. o° ti C� FG=22.75 NORTH GRADING AND STORM DRAINAGE PLAN (PRIVATE) HORIZONTAL SCALE: 1 '=20' 20 0 2 SCALE: 1"=20' 8 MAJOR STORMWATER REALIGNMENT S&H 02.29.24 DCD SURVEYED: SCALE: w c HORIZONTAL: NADVD1983/1991 • 1988 7 CB -A RELOCATION S&H 02.20.24 DCD DESIGNED: AS NOTED o C T Y O 6 PUMP STATION PIPE CLARIFICATION S&H 01.30.24 DCD DKM/RJJ R R E N TO • Call 811 5 FIELD CONDITIONS CONFLICT RESOLUTION S&H 11.02.23 DCD DRAWN: KLK/ DKM ONE INCH DATUM VASsiv ® two business days 4 ROOF DRAIN NETWORK DEPTH ADJUSTMENT S&H 09.27.23 DCD CHECKED: AT FULL SCALE Planning/Building/Public WorkE Dept. DCD before you dig APPROVED: IF NOT ONE INCH y g N0. REVISION BY DATE APPR SCALE ACCORDINGLY DCD 40 LEGEND PROPCSM FEATURES - SD STORM DRAIN PIPE, INSTALL PER STD PLAN 220.00 OR 220.10/C3.3C, AS APPROPRIATE RD 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 r ROOF DRAIN CLEANOUT, PER STD PLAN 226.00/C3.3C 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 2� INSTALL 5 OLDCASTLE STORMCAPTURE UNITS AS SHOWN PER 342/C3.5C 3� INSTALL OLDCASTLE BIOPOD BIOFILTER VAULT PER 340/C3.5C 4� 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 8� 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 C. sitts&hill �d9 I tt CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET ( TACOMA, WA. 98409 PHONE: (253) 474-9449 FAX: (253) 474-0153 http://www.sittshill.com/ 46449 Project No.: 19480 Project Mgr.: DCD SjOyAL E� Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM R-422941 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BROTHERTON CADILLAC - RENTON DATE: FIELDBOOK: PAGE: DRAWING NO: GRADING AND STORM DRAINAGE PLAN C3.0C (PRIVATE) SHEET. 15 °F•39 N T O O N Ir 'e1 N T O 0 N Q J LO O O N N 6 1 u