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HomeMy WebLinkAboutR-411516W QO 3 z X1 � 0 1 -GRA�EL- LLJ I 1 � < I w 1 I / SSMH #2 48-0 PER COR STD 400.1 1 1 \ W/ COVER & FRAME - CONTINUATION -SEE SHEET 17 -- � " T.L. 132305-9023 I 134D8 1647H SVE SE 22 LF 6" PVC SIDE / I SEWER ® 2.0% MIN / CB 117A, TYPE 2, 48" MH Ln z6 � z� w LO o `LnLn X z w z 0 I II 11 II z EL X I• 1 I l I r > z z N w � o U " -� I X Nd � LLI �Ln w�� � \Lo o11 w �- w I PER COR 401 I W/ SOLID LOCKING LID > w 4�5 ' - w �!; 308 LF 10" C-900 SS ® 0.49% STA:23+11.30, 5.34' LT I I z^ STA:44+03.74, 8.00' LT z z I I r w T.L. 132305-9058 13404 164TH SVE SE > z RI 60 69 °� I I L RIM 457 66 CB 16 TYPE 2 48" MH z O �' NORTH 0 5 10 20 30 SCALE 1 " = 30' IEM450.24 10" (N) x I I a z N IE=44731 18" (NW) W/ SOLID LOCKING LID U 1 �: w h / Jo NOTES: \ I IE-45014 10" (SW) T.L. 132305-9058 w N o IE=44731 18" (S) STA•46+5095 839' LT �� U 1. DEWATERING IS NOT ANTICIPATED. IF •' I d �Iowa o � o - NEU 475 470 465 460 455 450 445 440 435 C� W , DDRESS: 13235 166TH AVE SE 1 1 8" PVC SEWER ® 1.00% c� �° U DEWATERING IS REQUIRED, CONTRACTOR WILL FOR FUTURE EXPANSION 0 Q INSTALL SIDE SEWER RIM. 464.78 }" z IE=446.06 18" S o L WORK WITH CITY AND COUNTY INSPECTORS TO x 39 LF 12 PVC SO ® 5.82X _ 1 z OUTSIDE r 5°/ INSTALL SILT FENCE AND O $ DETERMINE BEST METHOD TO PROCEED. AT NO 464-_1 -- a II /� / CB #20, TYPE 2, 48" MH STRAW WATTLES AS NEEDED IE=446.06 18" (N) I g POINT SHOULD SILT LADEN WATER BE \ X z / (DOWNSTREAM) OF / m 6" PVC SIDE SEWER TO PROTECT ADJACENT 132305-9 86 1 l I N > z W/ SOLID LOCKING LID 46 3�' SSMH #4 48"0 w - m THE MANHOLE /5° I - DISCHARGED TO EITHER THE STORM OR SEWER i 2 _ " Ln z ®2.0% MIN PROPERTY MAINTAIN ACCESS \ Y PER COR STD 400.1 SSMH 5 48 0 u x SYSTEM. STA: 40+05.89, 12.31' LT - - - I # (rYP[cALJ w TO EXISTING RESIDENCES/ I RIM: 460.00 r L _ \ I W/ COVER & FRAME PER COR STD 400.1 x - � n 11 zo / \ 1 SSMH #3 48 0 / I PER COR 401 W/ COVER &FRAME PVC / z' -� X - x x _ IE=452.74 12" (E) PER COR STD 400.1 \ 1 STA:41+70.91, 0.00' PER COR 401 1 = 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE ®0 S° - cc x v� x z x x - x - x / J I EDGE OF ROW FOR ALL LOTS AND CAPPED FOR IE=452.74 12" (W) W COVER &FRAME / RIM: 455.67 - -� Q o J " / Y d' - z FUTURE CONNECTION. � / � STA:43+46.55 0.01 RT m T z _ -z DER -cam �, ° �m J / ---- ��-- ---- - 1/ IE=446.50 10" (N) RIM: z - -5 o J 00 247 LF 18" PVC SD 6 0.51% 31 LF 12" PVC o _ - \ Q - -6�-0� - - ('-$ 56.'� " r 3. ALL SIDE SEWER STUBS SHALL MEET CITY OF STA:40+29.13, 0.00 I IE=446.50 8" (E) IE=445.50 10" (N) Y q56 =-- = SD ® 1. Off z RIM.459.54 0 - ""O - " ( ) - _- / c 45+00 � � � _ _ - W ■ y -- +00= - RENTON STANDARD PLAN 406.1. SIDE SEWER �- � IE-446.50 8 W IE-445.40 10 SE - 29 LF 10" PVC - IE=_450.00 10" -P45R PO / 1 I IE=446.40 10 (S) - - - - - - - - / / 0 - - ,\ - \� / _ STUBS SHALL HAVE A MINIMUM OF 2.5 FEET SS b 0.50% - O - 1� - - - - - /1 J - �� I �F5 LOWER THAN THE LOWEST HOUSE \ Y IE-449.90 10 S - COVER AT THE PROPERTY LINE AND BE - 142 LF 10 PVC SS ®2 39% FLOOR L NATION A 2'X2' CONCR TE PAD WILL M / x x - .. \ - x = 456 42+00 176 LF "PVC SSA ■ 0.519 43+00 0 oM , 3+00 - ■ z 1 +0 / 2+00 299 LF 12" PVC SD ® 1.57-9 164TH AVENUE S.E. / 460 6 - " - -462 - _ - - CB /18_ TAPE 2, 48 MH - W/ SOLID LOCKING- LID - 33 LF 18" PVC i - CB #19, TYPE�1; 48 MH i - - - - - -464- 8" PVC SEWER ® 3.46% PER - STA:43+-1717, 7.17' RT SD ® 0.43% - \X _ 1.0LID-OCKING LID - - - PLAT OF MAPLE HIGHLANDS_ - - - -- - - _ -- RIM:456.37 I _ _ STA:40+25.21, Y.3fi �T i - - - - -466- - - __ N o IE=44775 12" (N) IE=447.75 18" (S) w RIM. 460.00 i IE=452,43112" (E) � / - - - - - 468- - - - � � O o CB #178, TYPE 2, 48" MH _ _ � - , - tE=4;52.43 12�S) __ - _ _ W/ SOLID LOCKING LID z w Ln STA: 43+46.55, 8.24' RT / RIM: 45Z 12 / 466- - IE=447.61 18" (N) � IE=447.61 18" (SE) i +0 6 EE E i31tf IF 10" C-900 SS_� a.501K - - - - - N 3 �� - Q BE REQUIRED FOR THE CLEANOUT WHERE NOT LOCATED IN A PAVED SURFACE. -- - -� - /�-� i L -M�_ M M M 3 M �- M ,M M \ M M - - - ` 4. ALL TREES SCHEDULED FOR REMOVAL IN M I `�' - - - _ - / - �E - KCROW WITH AN OD OF MORE THAN 4 INCHES - - - - z SHALL BE MARKED IN THE FILED AND SSMH #7 60"0 PER COR STD 400.1 I� APPROVED BEFORE REMOVALS. i - N a W/ COVER & FRAME z SSMH #6 48 0 - I " m o PER COR 401 PER COR STD 400.1 0 6 PVC SIDE SEWER STA: 46+89.88, 0.00' I () W/ COVER & FRAME ®2.0% MIN Q RIM: 465.41 PER COR 401 o I m IE=466.98 i l � IE=443.60 10" (N) STA:43+79.47, 0.00' o z 0£ Sl IE=443.50 10" (E) RIM:45783 o I U J z " IE=445.25 10 (NW) � CD 0 58 LF 18 PVC IE=445.25 6" (E) 't r v ' _ SD ® 0.50% IE=445.15 10" (S) J I Y z I cY) z J ... Y 6" PVC SIDE SEWER LU ® 2.0% MIN U l IE=456.81 CB 16 TYPE 2 4 " MH W/ SOLID LOCKING LID STA:4 +50.95, 8.39 LT RIM. 4 78 1 =446.06 1 • (S) CB 2 TYPE 2 " MH 1 =446.06 1 " (N) W/ SOD LOCKING LID STA:4 +05.89, 12.31 LT= STA: 3+23.53, 1 .38' LT RIM: 460. 00 IE=45 .74 12" (E) r.. r IE=45 I .74 12" (W MH CB 18 TYPE 2 48" MH // (V z .- �I CB 18 TYPE 2 40" ID LOCKING z O 6 W/ SO UD W SOLID LOCKING LID � I STA: 1 1 RT-- S :43+17.17, Z17 RT CB 17B TYPE 2 48" MH CB 17A TYPE 2 8" MH o ¢ Lu l STA: 22 +23+23.53, 1 1 .83' RT RI :456.37 W/ SOLID LOCKINGLID ID W/ SOLID LOCKING z w cn w RIM: 46 IE=45243 .00 " 12(E) IE=447.7 12" (N) STA: 43+46.55, 8. 4 RT STA: 44 03.74, 8.0 LT IE=4477 18" (S) RIM. 4 7.12 RIM. 457 66 / - 8 - 4 4 7- - E- f► IE=44 .61 18" (SE) IE=447. 1 18" (S) w LU. _ 31 LF 12 P O SD 0 1.00% z z LLI 33 LF 18 PVC O �. SO 0.43% 58 18" P ® 0.50 L-i 99 L " N W14 Lssw 10" p 7X z z 3 48"0 SS ® 2.399• COR STD � PER 0.1 247 IF 1 " PVC SD 0.51% z z z W/ OVER & FRAME OU O PER 4 17 LF 10" PVCSS ® 0.5 % . ......... 0 STA: 0+29.13, .00' SS H' 48"0 - IE-4 0.00. 10 STD400.1 - SS ® 0.50 PER CO �- IE=4 (NE) 9.90, 10" 5) W/ COVE P & FRAME R COR 401 S H 48 SSMH 48"0 W �: PER C STD 400.1 PER COR STD 400.1 STA:41+ 0.91, 0.00' W/ CO R & FRAM W/ COVER & FRAME - ILU SSMH 2 48"0 RIM: 455.67 ER CDR 4 1 PER COR 401 SSMH F, 60"0 Cn. z IE=446. 0, 10" (N) STA:43+46.55, 0.01' R STA:43+7 .47, 0.00' PER COR S7D 400.1 PER COR STD 400.1 0 W COVER & FRAME IE=44 .50, 8" E RIM.456.8 RIM: 457.8 W COVE &FRAME (� PER COR 401 IE= .50, 8" (W) _ IE=445.25, 10" (NW) P COR 401 STA: 23+1 .30, 5.34 L T= . IE=446.40, 10" (S) IE=445 40, 10" ( IE=445.25, 6" (E) STA: 46+ 9.88, 0.00' STA: 40+ 0.00, 0.00 IE=445.15, 10 (S) RIM:465.41 RIM: 460.E 3. 0, 10" (N) ........1E=450.24 10 N 33 LF 10" PVC SS 0 0.46% IE =443. 50, 10" (E) IE=450.14 LO 10" (SW) 0) _..,� a �, et con O N •-- �"� O co v- N O n n N. r'') �t O. O 00 0) I� �- 00 N �. O o� O ._ O r� I� N.O �F N to rn .N I� N (O 00 0� _. N �"� �, � �. LC) �,Do O LC) � �. O LC) Imo. (O �n 6. Cp (0 Ln ((� "� 0i I:\ Ili �n OJ M. LO � Lo (n (6 D Ln �n .(6 00 � Ln (6 0 LO (n Ld I\ LO �n WS r W) ui wi. W) � �. LC) (6 Ob �(i (6 I� In Ln (6 �.t6 LO �n C0 to �n (0 I< In Ln (6 LIB In C9 - cD �n .I�. Ci Ln � �n Oj Ci �n Ci O :0 Lrj Ci �0 0j Ci Cp c0 CO �0 O Ca .Oj C1 Ci Ci �F V V eF d- �l d �1 d V d a �t V d st �I �h - I- "t d 'F d �! V d �h i LL LL d LL d V d LL LL d LL d V LL d V CD w C9 C� w. C� C� LL Lw L� L� �, C) C .�.. w C� L� LLJ C� �, C9 4. w . C� Li . C5 w w. C� LL w C� LL w C� LL w. C� � . w C9 6 . � w CL (3 Li C� w � w. � . w C3 .w 6 w . � w <_ L. � _L-J � w 6 w. (3 w . w C� w . C� . w � w. C3 w C3 C� 39+80 40+00 41+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper 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 xrL OFFSITE UTILITIES-1 HORIZ. 1 "=30' VERT. 1 "=5' 01 3 REVISIONS PER CITY COMMENTS DATED 612312021 �� 2 REVISIONS PER CITY COMMENTS DATED 410712021 38375 �EGISTEg 1 REVISIONS PER CITY COMMENTS DATED 112512020 SIONAL 07/01/2021 N0. REVISION 44+00 SURVEYED: SDM DESIGNED: NEM CP 0710112021 CP 0410812021 DRAWN: TLK PM D 1111212020 CHECKED: EDM BY DATE AP P R APPROVED: CJA 45+00 SCALE: VERTICAL: NAND 1988 1 "=30' HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 46+00 Know what's below. Call before you dig. CITY OR RENTON • Planning/Building/Public Works Dept. 475 470 465 460 455 450 445 440 435 Q J i w w R 4 115 14 47+00 47+20 S- 4 1 1 5 0 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J attL DEVELOPMENT ENGINEERING • � I WASTEWATER UTILITY Brianne Bannwarth 07/01/2021 Ann Fowler 07/02/2021 SKYHORSE SHORT PLAT PR 17- 000438 OFFSITE UTILITY IMPROVEMENTS O Z DATE: Lu 1111212020 V) FIELDBOOK: PAGE: O DRAWING NO: 1460.3 SHEEP: OF 16 :19