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Home My WebLink AboutR-411516O CN Lv m Q z I I SSMH 12 48" 0 PER CDR STD 400.1 W/ COVER & FRAME PER COR 401 w STA:23+11.30, 5.34' LT I w z RIM:460.69460.54 m I T.L. 132305-9058 W 0 cn IE=45&24 t0" (N) 450.17, 80' X Q z `' IE=456 fi# iO- (SW)450.04, 80' W 8" PVC SEWER ® 1.00% Q 39 Tp�//� 3.56% FOR FUTURE EXPANSION Q 00 3& LF 120TRVC1W- 8, I I mLo z N ADDR S : 132;5 166TH AVE�E 464- _ �� , /00 CB t� 2, 48 MH -462 \ I SSMH #4 48"0 w - z m LO n Ln W/ �"` L�KtNG-L12 - I PER COR STD 400.1 SSMH 15 48"0 STA:40+05.89, 12.31' LT W/ COVER & FRAME PER CDR STD 400.1 x - L-2 0 460.97 pp" SSMH #3 48"0 460, j \ PER CDR 401 W/ COVER &FRAME - PVC_ 12 (E) 453.64 PER COR STD 400.1 \ / STA: 41� 70.91, 0.00' PER COR 401 SS 12" (W) 4,53.64 yy/ COVER &FRAME / : 4�6 STA: +46.55, 0.01' RT ° z -- PER COR IE--#46 59 10" (N�146.62 RIM: #56$84579 (nVC o STA: 40+29.13, 0.00' C I -1'E= 56-8" (E) 446.62 IE=445.50 10" (N)445.66 Y 6 \ 4�33%^ IE=44fr56 8" (W) 446.73 IE=6 10" (SE)445.56RIM'45' 459.51 LLI PVC Y E=450. fop (NE B .89 M / IE--44tr49 10" (S)448.49% \ IE=#+k9:�J9 10 (S) 44 .i%I10" PVC SS ® -I ' x x xW/ \ +00 42+00 176 LF " PVC SS 9$1%Tr 43+00 -77 Z � � z ,�E J 293 LF 12" PVC SD 44 164TH AVENUE S.E. \ O - 1.54% T� CB #18, TYPE 2, 48" MH Q -----462 -- --_ 3.��`---- W/SOLIDLOCKINGLID- 33 18"PVC CB 19, TYPFt1; 48 MMH / / / - - - 8" PVC SEWER 03 PER STA: 43+-17.17, 7.17' RT SD z # _ - - - -464- - - - PLAT OF MAPLE HIGHLANDS - - - - RIM:45637 456.24 0. 8 W/SOLID-LOCKING LID / / - m IE= 44 5 12" (N) 447 72, (N, W) N STA:40+25.21, Y.31' RT' / / - - - - - - -466- - - - - - _ o IE=4#��5 18" ($)44772 z RIM: 460.00 460.18 / / / - \ \ SDMH #170, KC TYPE 1, 48" OI IE=452.yk�12 (E) 452.34� / / / - - 468- - - \ - - _ o MH () IE= 53 #3 12�S} 452.32 / r- W/ SOLID LOCKING LIDcr- z, STA: 43+46.55, &24' RT RIM:43�2458.08 / 466- - J IE=�6f 18" (N)44756 / ~ IE=44761 18" (SE)44756 / I 475 470 465 460 455 450 445 440 435 W WORK SHOWN IN THIS AREA WITHIN 164TH AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL BE REQUIRED 22 LF 6" PVC SIDE I FROM KING COUNTY PRIOR TO THE START OF WORK SEWER ® 2.0% MIN SDMH #17A, KC TYPE 1, 48" RESTORATION WITHIN KING COUNTY R-O-W SHALL COMPLY MH WITH KING COUNTY ROAD STANDARDS W/ SOLID LOCKING LID STA:44+03.74, 8.00' LT SDMH #16, KC TYPE 1, 48" MH RIM: 4 6645716 W/ SOLID LOCKING LID IE=447-31 18" (NW)446.85 , IE=44731- 18" (S)446.84 I STA:46+50.95, 8.39 LT 13404 164TH SVE SE RIM:464�846 8 INSTALL SILT FENCE AND IE=446 86 18" (S)445. 5° m c I 6" PVC SIDE SEWER STRAW WATTLES AS NEEDED IE=44fr B6 18" (N)445.51 o co , TO PROTECT ADJACENT T.L. 132305-9 x Ln � z ®2.0% MIN PROPERTY. MAINTAIN ACCESS 6" PVC SIDE SEWER , j, � �, IE = 446.25 TO EXISTING RESIDENCES11 i \ Y > o / IE=.47..00 . T . x c> Ez_ x x -x - J .. / Y m -i / 24� o J r' ^47 LF 18" SDR 35 ®�•�4% / :iz� � I W N C� 0 z � r U� wa_ z� � I. �Ln n ii o n caw �. �w z O O U 86 � x I . 45+00 309 Lc"j. . F 10 C-900 SS0 30 it _..M r M M - - _ �--- M PER COR STD 400.1 0 -k-- 6" PVC SIDE SEWER E W/ COVER & FRAME w 3: 0 2.0% MIN ( Q PER COR 401 o I< m IE=46&9 467.60 3 I 0 i STA:43+79.47, 0.00' CD z ,02I 1--'21 RIM:457 458.28 0 z " IE=44-5 10" (NW)445.37 0 0 3 0 58 LF 18PV LO IE=445 255 6" (E) 445.28 � o SD ®�..^�.° IE=445fiS 10" (S) 445.28 J I Y z M z Y 6" PVC SIDE SEWER ~ I I ® 2.0% MIN LLI IE=456.81- 456.80 I CONTINUATION -SEE SHEET 17 x' cnf z Z I. T . w 1 LF 10" C-9 0 SS 0 0.49X z z 1 Q 309 J 0.85% w z EL z oz w HI 0 Q LLl 0 v� F z� = O L Z � Lo � w o �- Q � � . t, / w M M LU W 10 3 3,6�-� - 3- v J 3 FI - z SSM #7 600 PER COR STD 400.1PZ W/ COVER &FRAME Q ccoo PER COR 401 STA:46+89.88, 0.00' co RIM.46&0465.96 Ln IE=448 10" (N)443.22 = z IE=44356 10" (E)443.11 O J U .............. .............. .............. ...... ...... ...... .............. ...... ...... ...... ...... ...... ...... .............. ...... ...... ...... ...... ...... ..... ...... ...... ...... ...... ...... . ,,. W/ SOLID LOCKING ............ LID .............. STA:46 0.95, 8.39 LT .............. . I ........... 445.51 1E 18 S ......... .... CB #20, . I ........ TYPE 2 " MH .............. ............................................................ .................................... 445.51 IE . . .. 18" (N) W/ SO ID LOCKINGLID ...... STA: 4 +05:89, 12 _.. 3f LT- .. .... � .. ...... .... � ... DERAIL. SH ETR 2\ .. .... ...... ......... STA: 3+23.53,.1.38'LT.. .............. ............................................................ .................... ,...... .......... ...... ...... RIM. 460. 97 /......\....... ......... IE- " 12 (E) 453.64 . ............. ............................................................ ..................................... ...................... ..................................... ........ , ....................... ...... . �.-,�... .............. . . . . . . IE- 12" (W '453.64 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r . . . . . .\. . . j! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tN I� LL CB 419, TYPE 2 6" MH B 1118 TYPE 2 48" MI / \ . z 5 + � I W/ SO ID LOCKING LID W/ SOLID LOCKING LIDSDMH SDMH 178 KC ". E 1 48 H 7A KC T E 1 48" M % a o d STA: 4p 25.21, 12. 1 RT-- . STA: 43+1 :17 7.17 R W SOLID LOCKIN LID .... W/ SOLI COCKING ID .. ..... X GROUND . SANITAR ................ / .............. ...... .. ...... . . Q ::1 I STA: +23.53, 1 .83' RT =178776.2 STA: +46.55, 8. 4 RT STA: 44 03.74, 8.0 LT SEWER CENTERLIN � o Lzu cl'n �. W RIM: 460.18 1321798.2 - N 17 742.77 N=1786 6.98 . IE= 12" (E) 452.34 ..... ...... ...... ...... ... .. RIM: 456.24 E=13 1799.00 ...... E=1321 34:85 ...... ..... ..... . � = 12" S 452.32 = " RIM: 458.08 ."' � IE=. (, 44772 IE= 18 N 447.56 IE= 18" (NW 46.85 1- i_ _ CIE=4 .., ,18" 7.72 12" () . IE= 18" ( )447.56 IE= 18" (S) 4 84 - � � - - . ` . � ..... ...... ...... ...... ...... ...... .............. ...... ...... LWLJ .. ...... ... .......... .............. ............... ................ �.. °ZS W LLI �} LF 12" Pvc ............................................... SO..................................... ®4i0031:4.3% ilw ..0.... .............. ...... ...... ...... .. ...... ...... ...... ...... .......... ...... ...... . ............... .... ...... ...... ..... ...... ...... ...... ...... ...... ...... ...... ...... ...... z LLJ 33S�PVC O O. .. . ...... .. ... .... .... .... ..... .. ...... . -_ ... ....... .. ...... ....... ...... .. .. .... ..... .. ....... ... .. 48% L " 1.227. W .. ..... . . SSM 48 0 " 14 LF 10". p 98 1 54% ... z z PER COR STD 4 0.1 ... ® .... ............................. � 0..51i� ........................... .......... . W/ OVER & FRAME 2.2 LF 1 " SDR 35 z z O PER COR 401 .......... 17 LF f0" PV ............ SS. .................. . . 7-7-7-[7-7-'7-7-7-7-7 . O O STA: +29.13, .00' .............. .. . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . _� RIM: . 459. 1 SS H 48 0 0.4 ° " - 0 SS Q ......... IE= ... NE)449.89, 8" PER CO W/ CO STD 400.1 & FRAME ...................................... S MH 5 48 . ..SSMH IG . n .... ® �� 'E_ 10' S) 449:76......... 48 0 0.66 ° z RLFfi�PCS".... ...... P. R COR 401......... PER C R STD 400. 1 . ..... PER COR TD 400.1 . ^ ® 0..50%0.54%... STA:41+ 0.91, 0.00' W/ CO R & FRAM W/ COVER &FRAME LLJ RIMr455.a7455..76 ................................. ....... ER COR 4 } ..... ........ PER COR .. 01 ..................................... ........................ .......................... SS ". 7 60 0 Cn z SSMH 2 48"0 ....... .............. .......... IE= . , 10" (N) 446.62................................. ............... STA: 43+46 55,. 0.01' R . ..... ........ STA: 43+7 .47, 0.00'. PER CO STD 400:1 ....... O PER COR TD 400.1 IE= 8" E 446.62 RIM: 45794 RIM: 458.28 W COVE & FRAME (� IE= , 8" (W) 46.73 = IE=44;5 10" (NW)4 5.37 PER COR 401 PER COR 01 .......... IE= . 10" (S) 446.49................................. _ IE- 10" � ( 45.56 .. If=44�i5 6" (E) 445 28.................................... STA: 46+ , 9.88, 0.00 .. . ........STA: STA:23+1 40+ .30, 5.34 L 0.00 = ....... ' IE=445fi5; 10" (S�145 28....... ..................................... RIM. .. 465.96 . .. .00, IE= 10" (N) 43.22 "& RIM: T,, • IE=T50.. 460.54 (N) 4. ..17, 8".. .............. ..................................... .......... -33 LF .1.. PVC SS '577 .............. . IE=4 , 10" (E)443.11... . IE= " (SN4 0.04, 8" . m.O. co .CO Ln r11. . . d' I O N �. •- 0. ep 00 0 .� n .�� r'') N. O. .,.C'4. O 00 a0 0) .- Op .- O ._ 0. . . . .� r'") .v . . . . N.�. �• N � .(I.�. n 0. N 0 00 � 0') .� 00 N. rn .� LO .N 0) n. �"� .�. �. .� �- .� co n. cn .�. O � Lc) . '"� � . LO . . . . . � . . . � N 00 et Imo. O. C6 O CA . .I� .pj I� (7p ad ^. � Cp .off .tp a0. tp. . QO . � . 1! lfj I� . t�.j .I� .t0 Imo. Cp. . . . . a6 �l t0 . .I� .tp Imo. tp . . CO . tD Imo. SO t\ .� l\. . I� .�. �. . � p. . . p .� pj. . CO O . .ap �. .d- ' co V In d to LO V- et- 1+ d �t v 1t mot- It `t- l 't �t �l It d �t d et �h et d lC') v- d �} d e► d �t d V d V e Ln V d <1 �. d �. �. . ty U CD VJ.LL. C5 C� C9 C9 C� L'i C9 C7 L` (� Lam. C� Ci c� C� C� C� C Lam. C9 t9 1.� (1 Li c� Lu.LL. C1 C� C9 C� W. Ci k. CD (j cj [j C� Lc.L`. C� C� C� C� C9 L� C^ C� C� C� C� C C9 C� C� C C� Ci C CD Lu. Cj C� W. CD CLi C� W .L� LL. .LU .L4 L. VJ .LU .L4 Lv. .LO. .W .LL .Lu Lam. .Lu .L` .W LO .I_ LW Lv. .L� .Lv W. .W . . . . . . W. . . . . . .W . . . . . .LW W. .LO. L� .LW .Lu .W 39+80 40+00 41+00 Lncompass ENGINEERING & SURVEYING Western Washington Division 165 NE /uniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 42+00 43+00 I OFFSITE UTILITIES-1 HORIZ. 1 "=30' VERT. 1 "=5' 44+00 6 REVISED PER ASBUILT SURVEY CP10411712024 SURVEYED: SDM I� z 5 REVISIONS PER FIELD CONDITIONS CP 0911512023 DESIGNED: 00, 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM 38375 Cy 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021 DRAWN. TLK ISIER� � ' 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: ONAL 0510112024 N 0. REVISION BY DATE AP P R EDM APPROVED: CJA 45+00 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 46+00 Know what's below. Call before you dig. C TY OF RENTON Planning/Building/Public Works Dept. 475 470 465 460 455 450 445 440 435 NORTH 0 5 10 20 30 SCALE 1 " = 30' NOTES: 1. DEWATERING IS NOT ANTICIPATED. IF DEWATERING IS REQUIRED, CONTRACTOR WILL WORK WITH CITY AND COUNTY INSPECTORS TO DETERMINE BEST METHOD TO PROCEED. AT NO POINT SHOULD SILT LADEN WATER BE DISCHARGED TO EITHER THE STORM OR SEWER SYSTEM. 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE EDGE OF ROW FOR ALL LOTS AND CAPPED FOR FUTURE CONNECTION. 3. ALL SIDE SEWER STUBS SHALL MEET CITY OF RENTON STANDARD PLAN 406.1. SIDE SEWER STUBS SHALL HAVE A MINIMUM OF 2.5 FEET OF COVER AT THE PROPERTY LINE AND BE 3-5 FEET LOWER THAN THE LOWEST HOUSE FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL BE REQUIRED FOR THE CLEANOUT WHERE NOT LOCATED IN A PAVED SURFACE. 4. ALL TREES SCHEDULED FOR REMOVAL IN KCROW WITH AN OD OF MORE THAN 4 INCHES SHALL BE MARKED IN THE FIELD AND APPROVED BEFORE REMOVALS R-411514 47+00 47+20 S - 4115 0 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUIL T OFFSITE UTILITY IMPROVEMENTS Q J Q CL 0 LLJ DATE: 0611712024 C� O FIELDBOOK: PAGE: DRAWING NO: 22587 ^ SHEET: 16 OF:20