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HomeMy WebLinkAboutS-436013OFFSITE ACCESS ROAD SEWER PLAN AND PROFILE CAUTION: PETROLEUM PIPELINES O N r.� LLJ 0 rr z 0 75 rr U Q O Ln N CD N CO N 00 N N N 00 N N N to O 0 O N a_ 0 10' 20' 40' SCALE: 1 "=20' FOR HARMONY RIDGE SHEET 40 A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. ■�■1gn■on TIN11ATIpN ON S ��. EX UNDERGROUND CITY OF RENTON, KING COUNTY, WASHINGTON SEE CON -, - ■ ■ POWER LINE (TYP) G V " F'UKIIUN OF LX UI1UH.- Vr \ 8 TO BE RELOCATED P 18 STORM------ 8 I� 2 ` -- 5 ` ---- ---- -. 6 EX 12" DI WATER _ 52 LF 8" SS1 0� ROLLING HILLS 590 SSMH#3 3: 4 (SSMH#4 PRESSURE ZONE I r m 1 1 R01'L_LI In .vV I'Irlllnl L. I L..: ^ I II 1 C7 V _h V IL_L_n�7L rTlrll IC'- VIVILv I 1 1 ■ A -,;GG4^_r`77r` I rr 1 , , 438_- - - - - - - CONTACT OLYMPIC PIPELINE CO. (OPL) A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION WITHIN 25-FT OF OPL FACILITIES. OPL PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION. BP FIELD REPRESENTATIVE GARY GOMEZ (206) 510-0575 �. ■: EX DITCH EX 16 ■ WATER ....wQO ' 01� q36 p ....... O.. N w �A v110 w N © O 37 ' I TREE PROTECTION ............... A I '� EX OFFSITE TREE TO "'Two RE;'TO; l `� y 00 `� FENCE INSTALLED PER "" ' "' a, 'i i nR :Ir 2v2 v��-9iv. (j'.- � M 1005 I TREE RETENTION PLAN �3q BE RETAINED (TYP) �'" u - `3 O W ON SHEETS 45 TO 52:-. r : o `W M j H O Ill 15' ACCESS -1 O LLI ROAD 202 LF 8" SS _ _ _ 59 LF 8 SS + ----4 04 - --__ -_ll . Iq SSMH#6__ Z o D,SLnSMH#5 QV7 NINE- � 12tcn Z 44CL_---- ------_434 LJ.I ~ I I I I ..f.-=�_......- _ Z Q EX UNDERGROUND I jTl ' ' '--F'UKIIUN OF LA UIICH TELEPHONE LINE (TYP) �I Imo', �i 1 W �� .,. TO BE RELOCATED �38•. Q�� M� 434...-.' I i i i I r EX CULVERT TO T - _ ��II.� BE REMOVED EX WOOD - I EX WOOD 1 1 WARNING EXISTING 16" OPL FENCE . i , I � I EX 16" CI WATER m 1 FENCE 1 PETROLEUM PIPELINE. SEE Rlvlt ROLLING HILLS 490 �c3Q' i I:" POTHOLE NOTE ON THIS SHEE LjLrl 1 IL PnTI - �/'� 1 1 I 1All ijTC'C rl 11 PRESSURE ZONE 1 k,A f11T1 I nI I L_I I1- u r 1- 1 1 1 L�' IVI/nhh+jUvl I n Ir A n In If -TT[- R TI^^ j •'a 1,•--.....• i ■ . n��iv /'.)�� :v-i2 tV I JLnIVIVL_ I I L_ .� 1 IL�LK EX SIGN 225 LF 8" SS / r i ' ; I ■ ' ' nP 7.,.,,,.,0-12„ 0 SHE40 a ATIE SHEET i 450 445 440 435 430 425 420 415 410 10 : J O _ Z O TREE PROTECTION FENCE INSTALLED PER / A TREE RETENTION PLAN ON SHEETS 45 TO 52 HIGH PT STA = 66+30.09 HIGH PT ELEV = 439.07 - - 64+-77.56 cn J O O 0 0 0 Lo N N Lu Lid I.C) 0cul N (n U U " Ld 3 _XOh r11`NTERLINE U to HIWARNINPIPELINEIIIII EXISTIN PFTROI FIJI EX 16" e 2Li 5 1 6 pi S-TA- RT _ 27 " SSM RIMI= - _427.17 " TYPE 1.,TYPE - " - a • » �f 'E ING GRADE OFFS"T PKUPU5LD GRADE e r7 O O O 00 c0In r- 0) I- 00 O COO M I- to �- � M ) I- CD 0; Opp M 6 't 0) O r7 � O Opp pp O M N r-O r- M r7 N CON r 17 r7 N (0 LO M N IC) ,[j M r� ODo N r7 r7 (D rn^ � I) M I) U) ' 1M ' `) If) N O- In 00 I") O 6 M 67+60 67+00 66+00 65+00 1 CITY REVIEW COMMENTS DATED 6, 2 CITY REVIEW COMMENTS DATED 9, BENCHMARK DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) N0. REVISION NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED BJT BY DATE APPR APPROVED: TJS SCALE: H 1 "=20' V 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL.• NAD 1983/2011 DATU M G50 HORIZONTAL I SITE MAP KEY PLAN I SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 ® 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 KEYNOTE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. UTILITY CROSSINGS IE EX 16" GAS* = 431.36� IE 18" SD = 437.10 T/P 8" SS = 426.03 T/P 8" SS = 426.16 IE EX 6" GAS* = 435.74 IE EX 16" W* = 429.85 2 T/P 8" SS = 426.04 5 T/P 8" SS = 426.34 IE EX PW* = 437.74 IE 12" SD = 427.56 T/P 8" SS = 426.04 T/P 8" SS = 426.53 *EXISTING UTILITIES POTHOLED AND EXACT ELEVATION VERIFIED 10/22/2025 BY BARGHAUSEN CONSULTING ENGINEERS, LLC. 0 10' 20' 40' SCALE: 1 "=20' VERTICAL �45 0 2.5' 5' 10' SCALE: 1 "=5' G40 �35 W oo `W M H W �30 N 2 co Lu QO G25 � j Z O W Z_ Q J G20 = Z QO �15 �10 CALL BEFORE YOU DIG: 1-800-424-5555 e, CITY OF RENTON Planning/Building/Public Works Dept. S-436013 0 N S k �F W A Sys A.,� ~ z �"1O-M410 /pNA LT 1/6/26 J O J v � c � � 7 � � t C .0 i W (V � M i 000N is 30)N c>QQ0 L0 i L0 a-+ f V cMv W O V 00 a) Y N r IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IL N O N u N Q J O O O I N r.7 HBray 02/05/202600 LU Cy FWASTEWATER UTILITY �' N I jstowell 02/05/2026I O DATE: > Z OFFSITE ACCESS ROAD 1/6/2026 Z O SEWER PLAN AND PROFILE FlELDBooK: O PAGE: HARMONY RIDGE DRAWING NO: uj ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET'39 °F' 66 = pp