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HomeMy WebLinkAboutR-411506ROCK LINING PER RSWDM TABLE 4.2.2.A T.L. 324320-0120 16337 SE 131 ST PL CB 11, TYPE 1, IIE=454.00 STA:17+93.43, 14.95' LT W SOLIDLID200.0 I III 4_ LF _1.D.I.SD -- ---- ER COR S7DNG i ® 0.50% STA:17+97.34, 13.00' LT -- - --- - RIM=455.89 IE=454.02, 12" (S) 12" ADS MAINTAIN EXISTING ACCESS IE=454.60 IE=454.02, 12" (NE) I DURING CONSTRUCTION. RESTORE ACCESS AS NEEDED I AT COMPLETION OF --- - - - - - I ' 12" ADS CONSTRUCTION NOTE: - - - - - - - IE=455.50 RESTORATION WITHIN KING COUNTY EX. CB CB ROW SHALL COMPLY WITH KING RIM=4 �/ INV=455.56 MISTING WALL COUNTY RESTORATION STANDARDS. (12"CONC-N) INV=455.66 (12"CONC-S) I EX. CB \ \ 0 RIM-460.43I I I I FILL IN DITCH AND I INV=457.53 (12"ADS-N) I I RESTORE PER T.L. 132305-9145 INV=457.48 (12"ADS-S) COUNTY DIRECTION ADDRESS: 13120 164TH AVE SE 3'x3' HEDGE I I \ I R-4 T.L. 324320-0130 A 6 THIS PORTION OF THE STORM SYSTEM IS WITHIN KING T.L. 324320-0140 ADDRESS: 16332 SE I ,. COUNTY R-O-W. A R-O-W USE PERMIT HAS BEEN 132ND STI SUBMITTED TO THE COUNTY AND IS REQUIRED TO BE ADDRESS: 16326 SE R-4 W -- ISSUED BEFORE WORK CAN BEGIN. 132ND ST EX. CB 3 RIM=463.74 1_1 _ MAINTAIN EXISTING ACC _ T.L. 324320-01 50 CB 15, TYPE 1 INV=460.24 (12"ADS-SW) j IV DURING CONSTRUCTION. ---- ADDRESS: 16320 SE 132ND ST W/ VANED GRATE INV=460.14 (12"ADS-N) Q.:I _ cn I RESTORE ACCESS AS NEEDED I COR EX. CB 8 4 o COMPLETION OF R-4 STA 9E+63.34, 1R �22oRTl RIM, 464.95 6 CO CONSTRUC110N _ 1631006SOE I 12' CONC 112" RIM=932.17 1=462.00 (12"ADS / b3 ,n �^ IE=468.36 CONC IE=462.08, 12" (E) INV= 61.95 (12"ADS-NE) CB2, TYPE 2, 48" MH RT4 I IE=467.58 IE=462.08, 12" (W) 4' C LONE FENCE o W/ SOLID LOCKING LID GONG 12" CONC N I PER COR STD 200.0 T.L. 132305-9027 471.64 R-4 IE=466.90 STA :20+01.05, 12.86 LT ADDRESS: 13200 164TH 12" CON 12" TDS / RIM=465.60 AVE SE I _ IE=465.68 IE-463.71 4g4 - IE=455.55, 12p (SE) CB7, TYPE 1 R-4 W/ VANED GRATE N IE=455.55, 12 (N) �- - - - - - PER COR STD 204.2 STA:10+45.36, 12.21' RT _ -W E 321�ID RIM=464.09 w IE=460.40, 8" (SW .S --fi ---- PLEB O'Ch A W - W 12 C _ � w w .. ...._ COUNTY ....... ..........._.....''''='- -- WOOD FENCE / GRAIN LINK' FENCE ............... . J 1 - -- - _ 148 LF 12 PVC SD ®1.45.8 0SE 132ND ST '::. 6 24 LF 12" PVC L�.:.:. 460 - o a a ®4'�% I .. 51 LF 8" PVC SD 5,134 a a a L... lY 462 T -�_ a , 59 LF 12 P I CB 18, TYPE 1 L ° a 1.1 ... 00 50X SE 132ND S W/ VANED, GRATE SD a _ ASPHALT RAM !- W VANED GRATE IE=465.2� PER COR STb 204.2 a f 7- CB J6, TYPE 1 � � i °, . (SEE DETAIL - - THIS SHEET E ATE I STA - 15.20 RT " I. .. 8 - - 8 PER COR STD 204.2 IM-465.33 36 LF 12 PVC I. J STA:8+15.35, 12.22' RT IE=461.t4, 12" (S) R-,I SD ® 3.35% a. IE=455.85 TRACT D IE=464.23, 12 (E) CB , 4, TYPE 1 . • - - RIM=468.19 IE-461. 12 W " '-- > IE-4 4. IE=464.73, 6" S IV BI-DIRECTIONAL VANED GRATE 13 4 PER COR STD 204.3 a O I STA• 20+53 91 12 22' RT I�' o RIM=464.84 I 10' PRIVATE - \ IE=459.84, 12" (E) :.;.:�:...:.::... a .. rn �� STORM EASEMENT IE=459.84 12" N - - t 6 " 38 LF 12 PVC IE=461.65 24 SD ®0.75% d/ LF 12' PVC .f a SO 0 12.55% I 20 x96 x9.5' DETEN ON/ b. WATER QUALITY VA T � "� . I CK a - - - �- CB 13, TYPE 2-48" MH FOR DETAIL & SEC110NS I GARAGE EX. W/ BI-DIRECTIONAL VANED GRATE SEE SHEET 11 I 1 ` F� GRAVEL 6 I I PER COR STD 2043 I \ I 47 a STA:20+53.91, 11.35' LT / 5 RIM=464.84 i - - - T.L. 145750-0021 \ a I IE=459.66, 12� (E) / ADDRESS: 16327 SE \ / IE=459.66 12 (W) " 8 � � O x z DECK G IT. L. I` NOTE: A DRI I66T UNDERGROUND VAULTS TO BE ' 16T APPROVED UNDER SEPARATE BUILDING PERMIT. SITE KEY NOTES STORMWATER SUMMARY TABLE THRESHOLD DISCHARGE AREA TECHNIQUE DRAINAGE AREA REQUIRED STORAGE VOLUME PROVIDED STORAGE VOLUME REQUIRED WATER QUALITY VOLUME PROVIDED WATER QUALITY VOLUME NORTH DETENTION 1.16 ACRE 10,498 CU-FT 10,560 CU-FT 3,842 CU-FT 6,720 CU-FT SOUTH DETENTION 1.98 ACRE 16,596 CU-FT 17,163 CU-FT 6,486 CU-FT 11,316 CU-FT 473.88 472.96 1 N I 474.05 473.63 'I I SE 132ND ST RAMP DETAIL SCALE 1`_- 10' R II 132ND ST f IE=459.99, 8 (N) -- / BEGIN CURB, GUTTER, SIDEWALK d - - - _ I • • - C1-- -� - O STA.41+78.88, 21.38' RT PER S.E. 132nd STREET ROAD SECTION THIS SHEET 61) IW .. .. I / / O SAWCUT 1' FROM EDGE / / I R 4 .1� +- ( ( OF EXISTING PAVEMENT (TYR) J / �. �. T.L. 145750-0023 .... . Ll O PERPENDICULAR CURB RAMP TYPE B 1 CF STA: 9+66.35, 13.08 RT LL .... 7 I PER WSDOT STD F-40.15-03 I 0 (SHEET 13) IE=461.68 (pl � . - A IE=462.1 TRACT CB12, TYPE 1 (PRI VA 1E) ..02 J 6 . I 6" PVC SD I 7, 350 SF \ r O4 PERPENDICULAR CURB RAMP TYPE B IE=466.57 W/VANED GRATE a STA: 10+38.64, 13.08' RT PER COR STD 204.2 _ I SERVICE LINE 0 PER WSDOT STD F-40.15-03 / 2% MIN. (TYP) I (SHEET 13) � I � STA:30+30.32, 7.22' LT I . - . -.I. • - - i RIM=464.60 9 \ IE=460.62, 12' (E) - - - - O 5' WIDE SIDEWALK l IE=460.75, 8" (W) I �- - •:• . • 10 PRIVATE - - PER COR STD PLAN 102 (SHEET 13) IE=461.12, 6" (N) I STORM EASEMENTCB 111, TYPE 1 W/VANED GRATE I �� - O 15' WIDE DRIVEWAY ENTRANCE TRACT rq ' a6 a I SDCO (TYP) J PER COR STD 204.2 PER COR STD PLAN 104.3 (SHEET 13) L-- -........................................ TYPE 1 (PRIVATE) . 2�80 �� I / STA:22+41.51, 12.21R' 4T I z MAX WIDTH IS 16' WITHIN R.D.W. FOR ALL LOTS CB 13, _---- ............._.- 7 _� -. W/VANED GRATE - - _ . f . IE=461.5 RIM=464.1 5-9053 I I Ek / -. Oo .. p IE=460.40,1 "1 30 GC 7 TYPE Ill BARRICADE PER COR STD 204.2 � ............ - I I CB 49, TYPE 1 IE=460.40, 12' (W) 137 LF 8 PVC SD ®3.75 PRIVATE I IE=465.90, 8" E SD ®0.51% W/VANED GRATE IE=460.90, 6" (NE) z I T.L. J (� i� I ' a; = ADC 8 STOP SIGN &STREET SIGN I RIM-469.81 � 43 LF 12 CPE I � � � O PER COR STD 204.2 � o IE=466.07, 6" (N) / (PRIVATE) : - :: I STA: 23+17.06, 1222' LT 41 x92 x13.5 DETE 110N/ I 16, PER COR STD 134 (SHEET 15) WATER QUALITY VAYLT 46 IE=466.07, 6"/(S) " RIM=460.30 © FOR DETAIL & SECTIONS / I STOP BAR STRIPING IE=466.41 32 LF 12 D.I. SD / I IE=457.91, 12' (NE) ®1.51% IE=457.91, 12 (W) SEE SHEET 10 I I O INSTALL NSTALL(SNO HEET PARKING SIGN PER / d �60 CB f10, TYPE 1 ..- � --- IE=457.91, 12' W ANED GRATE - 10 PERPENDICULAR CURB RAMP TYPE B PER COR STD 204.2 G - STA:20+30.02, 9.7' RT STA: 23+17 06, 19.63 RT FAN 6a IE=454.0 - - - PER WSDOT STD F-40.15-03 RIM=460.15 a - T�A CT C / (SHEET 13) V IE=458.39, 12" (E),;_` o/ 'I 45 LF 12' Pir'(T5 SF I IE=45&59, 6" (W) ::: I SD ®8 �%5% 1 11 PERPENDICULAR CURB RAMP TYPE B a f i _ I _ STA: 20+30.56, 15.06' LT / 14 IE=4 5.00 / \ PER WSDOT STD F-40.15-03 IE- (SHEET 13) 3 LF 12�" PVC l / ®5�Z% �� 12 APPROXIMATE LOCATION OF 1 �4g PROPOSED MAILBOX UNIT T.L. 145750-0025 � 10S 134TH ST CB 119, TYPE 2, 48' MH WIRE FENCE - O 624 / RENTGN \ 4\ (SEE APPROVED MAILBOX PLAN) R STA: 23+23:53, W/ SOLID LOCKING LID I " W/ SOLID LOCKING LID \ / 13 TEMPORARY DEAD END SIGN 19.91' RT-1647H AVE SE= - STA: 23+23.53,I 11.38' LT-1647H AVE SE= WIRE FENCE STA:40+25.21, 12.31 RT-OFFSITE UTILITIES 31 Lf� 12 PVC l 7 STA.40+05.89, 12.31' LT-OFFS17E UTILITIES 7' WOOD FENC LINTY RIM=460.00 SD ® 1.00% ' RIM=460.00 - - - - G GO /� y EX. GARAGE ( KIN ` 14 SE 164TH AVE ASPHALT RAMP (SEE IE=452.43, 12 (S) SID ® 1.57% IE=45243, 12" (E) 299 LF12' PVC IE=452.74, 12� (E) EX. DETAIL THIS SHEET) - " � IE=452.74,�12" (W) � � GRAVES CONTINUATION - SEE SHEET 16 Encompass �ianL11J� SURVEYED: SDM ENGINEERING & SURVEYING ♦ DESIGNED: NEM 01 3 REVISIONS PER CITY COMMENTS DATED 6/23/2021 CP 07/01/2021 Western Washington Division 3a375 w� 2 REVISIONS PER CITY COMMENTS DATED 4/07/2021 CID 04/08/2021 DRAWN: TLK 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division g 0 SISTER ti ss � 1 REVISIONS PER CITY COMMENTS DATED 112512020 PMD 1111212020 CHECKED: 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ONAL EDM 0710112021 NO. REVISION BY DATE APPR APPROVED: CJA SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY UR 0 5 10 20 30 SCALE 1 " = 30' • h. I . 60.45. - 461.35 I � 460.90 46Q30, . . . . . . . 7.8% 7. 3" . . . . . 460.80 i 43461.25 U - -� 6p 164TH AVE SE RAMP DETAILS 5' 11' I SIDEWALK PLANTER 0.5' 0.5' 13' CEMENT CONCRETE CURB PER C.O.R. STD. PLAN 101 CEMENT CONCRETE SIDEWALK PER C.O.R. STD. PLAN 102 1-FT BACK OF SIDEWALK SHALL BE FLAT MAX. 4:1 SLOPE AFTER VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M R L SCALE 1 "=10' 60' R/W 30' 11' S PLANTER SIDEWALK 0.5' 0.5' 1.5% 4" HMA CLASS 1/2" 64-22 6" CRUSHED SURFACING TOP COURSE ADDITIONAL STRUCTURAL FILL MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS RESIDENTIAL ACCESS 164th AVENUE S.E. N.T.S. 30' R/W 5' 13' SIDEWALK PLANTER 11' VARIES TO EX. EP 0.5' 1.5q, 0.5' 'S SA WCUT EX. I)% PAVEMENT CEMENT CONCRETE CURB PER CEMENT CONCRETE C.O.R. STD. PLAN 101 SIDEWALK PER C.O.R. STD. PLAN 102 1-FT BACK OF SIDEWALK SHALL BE FLAT MAX. RESIDENTIAL ACCESS 4: 1 SLOPE AFTER S. E. 132nd STREET N.T.S. Know what's below. Call before you dig. CITY OF PRI RENTON Planning/Building/Public Works Dept. 20' SHARED ACCESS TRA C T 20' PAVED DRIVEWAY - 4" HMA CLASS 1/2" 64-22 SHARED DRIVEWAYACCESS SECTION 4" HMA CLASS 1/2" 64-22 6" CRUSHED SURFACING TOP COURSE ADDITIONAL STRUCTURAL FILL MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 5' THICKENED EDGE =R C.O.R. STANDARDS THICKENED EDGE 7 ON • 14 N.T.S. R- 411506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERING �' Cl- Brianne Bannwarth 07/01/2021 ' O SURFACE WATER UTILITY _ J Farah 07/02/2021 DATE: LLj SKYHORSE SHORT PLAT 1111212020 cry PR 17- 000438 FIELDBOOK: PAGE: O DRAWING NO: ROAD, GRADING & DRAINAGE PLAN 14603 � SHEET: 6 OF: 19