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Home My WebLink AboutR-410931476.00 474.00 472.00 470.00 468.00 466.00 464.00 I 462.00 460.00 - iL 5 II �I 458.00 o 1 456.00 In 0 00 454.00 N O 452.00 N, u CD 450.00 w J wI w U U-) r: ;InNr 0 /PROPOSED ELEVATION i z Li rr U d 9 / V.04- I TV.uu Li 00 0 do A I -�- II -1 I. o EXISTING CULVERT TO BE FILLED BY CONTRACTOR u y I I �I ° X' ING SAN INVERT=453.92 L L X' ING W/M INVERT=457.64\� n = CONTRACTOR TO CONNECT I i '' �' x EXISTING SANITARY MAIN TO ° THE PROPOSED SANITARY _ o MANHOLE PER STD PLAN - - S-1 N #19661 00 57 8500040 NW-5.22.5 z*u.uu J+U.UU 3+70.00 4+0.00 5+0.00 5+80.00 6+0.00 0 40 80 120 1 INCH = 40FT. 0 4 HORIZONTALS 12 1 INCH = 4FT, VERTICAL EXIS1II,I13 SANITARY MANHOLE 35--62 --DIST FROM DOWNSTREAM #19714 MHa99, 0522059174 052 =2059112 -- -EX 8" PVC' SAN @2.1 % PROPOSED PROPOSED 6" SANITARY EXISTSTORM SEWER HY01'."iC] FILE PUBLIC ROAD (TYPICAL) AS PER TSOOSION TCREEK MIN 2% ._. MIANTAIN 10' MIN PROPOSED STREET SANITARY SERVICE (TYPICAL) PROPOSED CURB, GUTTER PROPOSED DESIGN STANDARD S-4 WATER/SEWER LIGHTING (TYPICAL) PER DISTRICT STANDARD SIDEWALK AND PLANTER 8" PVC SAN SEPERATION (TYPICAL) S4, WITH TEST TEE AT (TYPICAL) F PROPERTY LINE c":t SFR(i �i o 3 5-22-5 \ d N JS 1 d 91 0 0 Lo o ` Y PROPOSED 8" W/M K-�D56 I I _ -_ _ _ _ I _ +70. 2 1+0.0 --- --- 1 18(� -- -�+1'�100 ------ 2+86. I --- FOR PAVEMENT RESTORATION I I _ _ _ _ ss = _ ._ _ _ _ _ _ 0� 0 6T �T - ��' �� s.- REQUIREMENTS SEE CITY OF - Ic'MH1 09 1 .----- ----�------------------ --- � MH1409=2 = ---- - ------ ------------- -- - -------- ---- �k 75. RENTON STANDARD PLAN NUMBER. _ � I -I I .v -H032A ( SEE TYPICAL SECTION 'r' 1 1 N SHEET #4) -- - - - - - -3 II 7a.o 74.0 - 74 0 - �.0' 74.0 4.0 1 t I- j p -pR z 1� 1�011 � r 15'-0" 19'-0" EXISTING - LO SANITARY CONNECTION ITO BE ABANDONED w Lnl;;llflL ��,rJI1�Uir '' I L MI•I 35-63 V^^ ♦ RIM EL=46.3.65 ------1, J1 I ` 1 n 8" PVC N INV--4.55.26 6" PVC W INV=455.7:_ >1 'I 6" PVC 5 Ir4V=4.55.6J 6" PVC F. I,..:1 7` ' C1 PROPOSED I J LOCATION �J -T OF MAILBOX ti #19801 QI o I 5728500050 L) u I I � EXISTING EDGE 61 II:iF'HALI �-__ I � I EXISTIN(; PROPERTY LINE-- 0- 0 u1 t6 N #19681 5728500060 rn n 0 0 a CALL- 4B HOURS BEFORE YOUR DIG CALL 811 I I TRACT A I(NO SEWER I SERVICE) I I r I COMBINED I DETENTION/WETI N VAULT I I I I I I I I I I I 1 57,0' 0 10-0 10-0 1 10 -0 _ 10-0 w w 15'-0" uJ LOT-1 s LOT-2 LOT-3 LOT- 4 LOT-5 LOT- 6 N N N N 74.0' 4.D' 74.0' ------ 64-40.100 H 1 409-3 43.83 So LOT-7 TRACT B (NO SEWER N SERVICE) I TREE TRACT 10'-0" PROPOSED PROPERTY LINE AFTER 3' ROAD DEDICATION- I #10604 W 0522059187 ] #10616 W 0522059188 > #10628 Li 0522059070 #10630 0522059169 10638 0522059191 > 10644 > 0522059189 W � � LLJ U7 w W ( SEWER GENERAL NOTES: (REVISED 05/16/11) 1 • ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SODS CREEK WATER AND SEWER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED 476.00 BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, 474.00 AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS 472.00 TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY 470.00 THE DISTRICT, 6. NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE 468.00 AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMIT FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION, BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER 466.00 PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 464.00 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9• THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION 462.00 MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING, THE DEVELOPER/ CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 460.00 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 458.00 11. CONNECTION TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. 456.00 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 13. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED 454.00 TO ENTER THE EXISTING SYSTEM. LEGAL DESCRIPTION 452.00 THE NORTH 2 2 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M, IN KING COUNTY, 450.00 WASHINGTON. EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT-OF-WAY FOR 106TH AVENUE SOUTHEAST: AND ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON VERTICAL DATUM NAVD 88. BENCHMARKS !li I A FULLY AUTOMATIC OPENING EMERGENCY GATING SYSTEM WITH A CLICK 2 ENTER OPENING DEVICE SHALL BE INSTALLED PER RENTON REGIONAL FIRE AUTHORI1Y §TANDARD' AT THIS I LOCATION. EXIU[lNG SANITARY MI 1 35- ICi RIM El_=47'1.33 (� 8" I'VC N-45. 8" PVC 5= 45i. 1, I Ai1DER SGUTHWE`j -j I L 7+43.25 . 25 I � ,_XIS'fll•IG W i� o POWER FOLL I TYPICAL) Icn I �: •. LalSflll'c; I> c, _ ISTORIA MAIN I� U 00 AC '!ATEP' I r' EXISTING 10' SANITARY EASEMENT ;= REC N0.7902200242 J I EXISTING HOUSE LL Z TO BE REMOVED 0 i LL #19819 Li 0522059173 ] 0 i�l [ z o � W III �%.�. F- W cn U P I I I U 1 BASE: CITY OF KENT BENCHMARK NO. 7073 PUNCH IN 3" BRASS DISC, INCASED, LOCATED AT THE INTERSECTION OF SOUTH 2O0TH STREET AND 100TH AVENUE SOUTHEAST. ELEVATION: 343.77' SITE: SET MAG NAIL IN ASPHALT, AT THE NORTHWEST CORNER OF SITE ON THE WEST SIDE OF 106TH AVENUE SOUTHEAST. +/-27.1' WEST - NORTHWEST OF WATER VALVE, +/-18.3' SOUTHEAST OF CATCH BASIN. ELEVATION: 462.25 FEET SHEET INDEX SHEET 1 OF 5 SEWER PLAN, PROFILE & NOTES & VICINITY MAP SHEET 2 OF 5 CONSTRUCTION PROVISIONS SHEET 3 OF 5 MATERIALS AND SURFACE RESTORATIONS SHEET 4 OF 5 SEWER DETAILS SHEET 5 OF 5 SEWER DETAILS STANDARD BLOCKS O PROPOSED SEWER MANHOLE EXISTING SEWER MANHOLE �t PROPOSED SEWER MANHOLE W/ARROW EXISTING SEWER MANHOLE W/PROPOSED SEWER ARROW EXISTING SEWER MANHOLE W/ARROW 1 PROPOSED FLOW ARROW EXISTING FLOW ARROW 5-22-5 S1091 EASEMENT BLOCK WITH ATTRIBUTES GRAPHIC SCALE 0 40 80 1 1 INCH = 40FT. DEVELOPER/CONTRACTOR RESPONSIBLE TO REGRADE SITE AS REQUIRED TO PROVIDE GRAVI I'Y SERVICE TO ALL LOTS AS SHOWN ON PLAN INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS COMPILED FROMTOPOGRAPHY SURVEY BY CENTREPOINTE CONSULTANTS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE LOCATIONS ARID ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS. V I U 1 IV I I Y IVI/At` PLAN REVIEW #04-1409 O SIi\IG f; nr r A 1773 ms- ;- SEP 0 U 2021 J Q w W N Q W 6 U w J- L) U = G Z a cL ` a � ri in rj rr L, x rn n dt 7� CD p f- r � U Z CD O W r- LL, b co - U Z m Z fy V l w LL Lijp cf) 3� o z -, o 0 W Z �� Q (D p N r- Z Q ZU LIj c)U 0 I- co Cp 00 _I m } o� - o QQ Lin Z j O J o O Qco zcn (D Q z Q_ W r ;t r- z 0 o6 � Z Lu �w- W x 0 I- z Qp! _U W z wa- W 0 ry 0� E- W 12fW ry w - a- z 0� co zU C) I _� W CL O(J) oL ® �( vv W LL] � Q W Q BASE N1.A�-- F - 2 S!-IEE7 I 4 DRAWING K-252